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HomeMy WebLinkAbout7838 Gall Blvd (3)i >� o. O '-+ U N O O cl- `O \O p• u F:l I I F i n c 1� 3 LJ F:l F vl I N N N GENERAL NOTES �mNN CODE ANALYSIS DRAWING INDEX WWI o ° BUILDING CODE ANALYSIS AND FIRE RATED COMPONENT STANDARDS 1. WHERE ALL COOLERS AND FREEZERS ARE AGAINST A WALL T-1 TITLE SHEET, INDEX AND CODE SUMMARY X X Q THERE IS MINIMUM 2" SPACE BETWEEN THE WALL AND COOLER r-2 ARCHITECTURAL NOTES x x 2 INTERIOR REMODEL -LEVEL 2 ALTERATION OR FREEZER. THIS SPACE IS TO BE CLOSED WITH BREAK a Lu 2017 FLORIDA BUILDING CODE 6th EDITION EXISTING BUILDING METAL. ALSO WHERE COOLERS ARE AGAINST COOLERS, PROVIDE � w PUBLIX STORE#1245 2017 FLORIDA BUILDING CODE 6th EDITION PM-1 PROJECT MANUAL x x v, AN ALUMINUM .032GA CLOSER STRIP. n >~ PM-2 PROJECT MANUAL X X `� N g 2017 FLORIDA PLUMBING CODE 6th EDITION 2. ALL HOLES THAT ARE TO BE CUT IN THE ROOF OR PATCHES PM-3 PROJECT MANUAL X X _ PUBLIX AT ZEPHYR COMMONS 2017 FLORIDA MECHANICAL CODE 6th EDITION TO BE MADE ARE TO BE DONE ONLY BY THE ROOFING PM-4 PROJECT MANUAL X X 7838 GALL BLVD. NATIONAL ELECTRICAL CODE 2014 CONTRACTOR. PM-5 PROJECT MANUAL x x . � 44 O PM-6 PROJECT MANUAL X X C ` 0 ZEPHYRHILLS PASCO COUNTY F� 33541-4302 2017 FLORIDA FIRE PREVENTION CODE 6th EDITION 3. BASE AS SCHEDULED FOR SALES AREA IS NOT REQUIRED PM-7 NOT USED V U] Z 2017 FLORIDA FUEL/GAS CODE 6th EDITION BEHIND CASES AND SHELVING. EXTEND BASE BEHIND ENDS OF PM-8 NOT USED CASES AND SHELVING TO SAME EXTENT AS WALL FINISH. SEE PM-9 NOT USED O • 2017 FLORIDA BUILDING CODE 6th EDITION ACCESSIBILITY FLOOR PLAN AND INTERIOR ELEVATIONS. PM-10 PROJECT MANUAL x x v 2017 FLORIDA ENERGY CONSERVATION CODE 6th EDITION �� PM-11 PROJECT MANUAL X X 4. ALL STUD WALLS ADJACENT TO COOLER OR FREEZER WALLS � JURISDICTION: CITY OF ZEPHYRHILLS SHALL BE COVERED WITH MOISTURE RESISTANT DRYWALL TO LS-1 LIFE SAFETY PLAN x x BILL BURGESS TOP OF COOLER OR FREEZER. (BUILDING OFFICIAL) 5. CENTER 2X6 WOOD BLOCKING AT 3'-5" A.F.F. FOR ALL SINKS AD-1 ARCHITECTURAL DEMOLITION FLOOR PLAN X X 5335 8th STREET oN WITH BACKSPLASHES. AD-2 REFLECTED CEILING DEMOLITION PLAN X X ZEPHYRHILLS, FL 33542 EQ-1 EQUIPMENT PLAN x x Lij Q N (813) 780-0000 6. CEILING SYSTEMS: INSTALL STENCILED PANELS FOR PLUMBER'S A-1 FLOOR AND FLOOR FINISH PLAN X X Lu z (V SHUT-OFF VALVES, MOUNT PANELS IN CEILING. SEE SHEET A-2 SCHEDULES, SECTIONS AND DETAILS x X LU 44 NO. OF SETS REQUIRED: (2) SET OF PLANS P-1 FOR LOCATIONS. A-3 REFLECTED CEILING PLAN X X U) 0 DRAWING SIZE REQUIRED: 3 6 X 48 A-1 1 ENLARGED CUSTOMER RESTROOM PLANS AND ELEVATIONS AND SECTIONS X X 0 7. IN TYPE I & II CONSTRUCTION, ALL WOOD BLOCKING AND A-1la ENLARGE EMPLOYEE RESTROOM PLANS AND ELEVATIONS AND SECTIONS X Lu SHEATHING SHALL BE FRT. CONSTRUCTION TYPE: EXISTING TYPE II - B (UNPROTECTED) A-18 DETAILS AND WALLS SECTIONS x x * ' _ SPRINKLED: SPRINKLERED OCCUPANCY: M (MERCANTILE) s-2 sLAe PLAN x x SCOPE OF WORK 'R S 21 SECTIONS AND DETAILS X X PROTECTION: PER TABLE 601 INTERIOR REMODEL. EXISTING FACILITY IS SINGLE STORY METAL EXTERIOR BEARING WALL: NON-COMBUSTIBLE FRAME STRUCTURE WITH NON-COMBUSTIBLE CMU EXTERIOR WALLS, PD-1.1 WATER AND GAS PLUMBING DEMOLITION PLAN x x PD-2.1 SANITARY WASTE PLUMBING DEMOLITION PLAN X X AND INSULATED ROOFING SYSTEM. RENOVATION OF EXISTING P-1.1 WATER AND GAS PLUMBING RENOVATION PLAN X X ELECTRICAL EQUIPMENT ROOM: NON-COMBUSTIBLE STRUCTURE COMPRISED OF MINOR INTERIOR WALLS, CEILINGS, AND FINISHES, AND DOES NOT AFFECT THE BUILDING SIZE AND P-2.1 SANITARY WASTE PLUMBING RENOVATION PLAN X x nr�( OCCUPANCY P-4.1 PLUMBING LEGEND, DETAILS, NOTES & SCHEDULES X X COLUMNS: NON-COMBUSTIBLE ` BEAM, GIRDER, TRUSS: NON-COMBUSTIBLE FP-1.1 FIRE PROTECTION PLAN x x FP-2.1 FIRE PROTECTION NOTES AND DETAILS X X ROOF/CEILING: NON-COMBUSTIBLE PLUMBING FIXTURES ROOF MEMBRANE: NON-COMBUSTIBLE -U 2017 FLORIDA BUILDING CODE - PLUMBING MD-1.1 HVAC DEMOLITION PLAN X X _ SPACE ABOVE CEILING: NO DRAFT STOPS REQUIRED (717.4.3) SEE OCCUPANCY CALCULATIONS ON EXIT REQUIREMENTS CHART ON LS-t M-1.1 HVAC RENOVATION PLAN x x (/� INTERIOR FINISH: CLASS C (PER TABLE 803.5); EXISTING PUBLIX FLOOR COUNT: M-2.1 HVAC DETAILS X X MEN = 899 M-3.1 HVAC SCHEDULES X X W CLASS A OR B WALLS AND CEILINGS (NFPA 101, 6-5, "AUTOMATIC SPRINKLERS") WOMEN = 899 �e ED-1.1 ELECTRICAL LIGHTING DEMOLITION PLAN X X CK AREA CALCULATION FIXTURE UNRL UNRL WC WC LAV LAV D.F D.F ED-2.1 ELECTRICAL POWER DEMOLITION PLAN X X Q Q EXISTING BUILDING GROSS FLOOR AREAS: REQ'D PROV REQ'D PROV REQ'D PROV REQ'D PROV E-1.1 ELECTRICAL LIGHTING PLAN X X GROCERY STORE: 53,865 SQ FT MEN 0 1 2 2 2 3 E-2.1 ELECTRICAL POWER PLAN X X E-3.1 ELECTRICAL REFRIGERATION POWER PLAN X X Q- WOMEN N/A N/A 2 3 2 3 2 3 d MAXIMUM BUILDING HEIGHT: 75 -0 E-4.1 ELECTRICAL COMMUNICATION PLAN X X W w VICINITY MAP PN `-' EXISTING BUILDING HEIGHT: 28'-8" FAMILY N/A N/A 1 1 1 1 E-7.1 ELECTRICAL RISER DIAGRAM X X < M E-8.1 ELECTRICAL LUMINARIRE/SYMBOL SCHEDULES AND DETAILS X X ��� d E-11.1 ELECTRICAL PANEL SCHEDULES X X V) O � E-11.1a ELECTRICAL PANEL SCHEDULES X X X 0 J X LL_ J FA-1.1 FIRE ALARM PLAN X Lu MM m Z FA-2.1 FIRE ALARM DIAGRAM X Z W Lu-- - --- - n- - FA-3.1 FIRE ALARM PANEL, LEGEND AND CALCULATIONS X I`_Co Y w M Q BA- 1.1 BURGLAR PLAN, DIAGRAM AND LEGEND X cn J 0 o LU a o R1.0 REFRIGERATION DEMOLITION PLAN X X DOCK PRODUCE/GROCERY/ FIRRE RIXSER R1.1 REFRIGERATION FLOOR PLAN X X MEAT 121 OFFICE 174 R2.1 REFRIGERATION SCHEDULE AND SPECIFICATIONS X X O O UN X-1 UNX-2 1zo IS11s R3.1 REFRIGERATION DETAILS X X 0 0 R4.1 REFRIGERATION ROOF PLAN X X F`y® ® o00 - - - 0 TD �GJ O ELEC EQUIP-1 O 112 RECEIVING/ STEMS 123 RECEIVING STMGE ELEC - --� 123 ECM 2 ® 3 EXIST ® ® O EXIST 14x28x(10) EXIST EXIST XIST EXIST FROZEN FOOD/ICE 12x78x(10) 12x12x(10) 12 2Ox(10) M Pf O S F OD PRODUCE ORK 12x26x(10) 14x46x(70) DAIRY GOOIER Z PAS -B CREAM FREE ER MEAT CHICKEN ❑ PASSAGE -A R 124 FREEZER COOLER COOLER ® 122 118 117 116 PRODUCE ® COOLER -- - - 0 pRE GOO SNP\-�� OF ZEpN Q NPR\ E 75 G\ b p'NO \NPNGLO 1 IT �s 15 ,. u u u m e e r e 5 4 5 ] , PERIMETER SALES 111 O W 0 a o y a O O E U DELI vlik 110 of-A ` ILEA Q EXIST 8x12x(10) DELI E LuR ) N (UCOOLENPREP$ Q i CD L _ B LuM EXISTING PUBLIX _ W a o t f- W Q 531865 SQ FT o co LuIT Pd 11 m J_ Q J = w W zim J¢cj� DEL09�EPT ~ ® t 4 / G LlJ lJJ EXISto lOx1b(T ) \ �� \ - ----- -- - DELI CObED) , I4r iki 00< -- � - _-- PREPARED �- - � o CHE1350U7 � � ® � � � DEL � � E �• /� BAKERY FFIP _ Pv �O E LL ; : Q LEI EXISTLL N 2 m PHARMACY / - ` �(� P _ 125 � tBAKOOX1ERIY/) `�,yO�`�O O'•• w O� Q / TIM- FREEZER t Ln J o - / a ® I o Py�FFP�O U 0 wl / JHIER STATTIONION O AV 133 OR H n 130 134 � O E d o BAKER LOUNGE-1 ® ® STOR ® /� m - ® OYDEPT 6m 27 v ® 0 0 cm f o T Y! ® VESTIBULE VES 02 LE 8x18 (1O) SC Y BxBx(10) E TRANCE O OMM 01 Ouu"® 128 o CD = ® BREEZER 107 COOLER Ei110 3 4v7 TRAININGro GENERAL STORE 129 OFFICE MANAGER M N-1 FA I Y Ln 131 132 103 104 µOM -t a 105 m LL m 7 3 0 6 0 Y1 E CD l0 1; 1 ARCHITECTURAL SITE PLAN FOR REFERENCE ONLY T-1 SCALE: 1/16" = 1'-0" '� �) 1 J�l �` o w U) NORTH N CD ti ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER FIRE PROTECTION ENGINEER REFRIGERATION ENGINEER FIRE ALARM ENGINEER CUHACI & PETERSON CUHACI & PETERSON BRANDT ENGINEERING, INC. BRANDT ENGINEERING, INC. G & P ENGINEERING LLC HILLPHOENIX TRICON CONSULTING ENGINEERS a 1925 PROSPECT AVE. 1925 PROSPECT AVE. 2840 POLO PARKWAY, SUITE 200 2840 POLO PARKWAY, SUITE 200 PO BOX 196725 14350 CHEROKEE PL 777 S. HARBOUR ISLAND BLVD, SUITE 250 0 0 ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32814 MIDLOTHIAN, VA 23113 MIDLOTHIAN, VA 23113 WINTER SPRINGS, FLORIDA 32719-6725 CHINO, CA 91710 TAMPA, FLORIDA 33602 Nco P: (407) 661 -9100 P: (407) 661 -9100 P: (804) 794-6656 P: (804) 794-6656 T: (407)476-3031 T: (909) 270-2170 T: (813) 227-9190 o N Lu Q m w F: (407) 661 -9101 F: (407) 661 -91 O1 F: (804) 794-8588 F: (804) 794-8588 F: (813) 227-9195 o a 0 0 ARCHITECT OF RECORD STRUCTURAL ENGINEER OF RECORD MECHANICAL ENGINEER OF RECORD ELECTRICAL ENGINEER OF RECORD FIRE PROTECTION ENGINEER OF RECORD REFRIGERATION ENGINEER OF RECORD FIRE ALARM ENGINEER OF RECORD CHRISTOPHER R. THIE EDUARDO D. MARTINEZ JOHN S. PARKER R. KNOX STACY FADI K. GHUMRAWI SCOTT ERCOLE DENNIS VANN T+ 9ECEIV' FL REG# 95169 FL REG# 73403 FL REG# 63481 FL PE# 63643 FL REG# 67330 FL REG# 80226 FL REG# 57620 AUG 2 019 I onstruction, lnc. AD-1 DEMOLITION FLOOR PLAN GENERAL NOTES: A. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. B. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. C. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. D. CARE SHALL BE TAKEN DURING DEMOLITION SO AS TO NOT DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OTHER THAN THOSE DESCRIBED IN THESE DOCUMENTS. THE PUBLIX REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS, OR IS DISCLOSED DURING DEMOLITION. CARE SHALL BE TAKEN TO INSURE SUPPORT IS PROVIDED WHEREVER DEMOLITION IS PERFORMED. E. SALVAGED MATERIAL OF VALUE IS PUBLIX OWNED, COORDINATE WITH PUBLIX REPRESENTATIVE. F. REFER TO ENGINEERING PLANS FOR EXTENT OF MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL DEMOLITION. G. G.C. TO PROTECT SLAB FROM DAMAGE IN AREAS TO REMAIN. REFER TO SHEET S-1 FOR SLAB REMOVAL COORDINATION. H. ALL OBJECTS LOCATED IN PATH OF ENTRANCE VESTIBULE EMERGENCY BREAKAWAY DOORS, SHALL BE REMOVED BY STORE ASSOCIATE, TO ALLOW FOR ACCESS CLEARANCES. HISSYMBOLBYO DEMOLITION FLOOR PLAN KEY NOTES: TEFERENCE NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE 1O EQUIPMENT TO BE RELOCATED. 2O REFER TO STRUCTURAL SHEETS FOR EXTENT OF SLAB DEMOLITION. O REMOVAL OF DIETITIANS OFFICE TO BE SEQUENCE AS CLOSE TO THE END OF THE REMODEL AS POSSIBLE. O PORTION OF EXISTING COOLER WALL TO BE REMOVED. MATCH ADJACENT EXISTING HEIGHT. O5 REMOVE HOOD, RELATED DUCTWORK AND OTHER COMPONENTS. 6O REMOVE END PANEL FROM EXIST GONDOLA BACK. O REMOVE PORTION OF WALL AS SHOWN. 8� REMOVE STEEL WHEELS FROM COMPACTOR. 9O REMOVE CONCRETE SLAB. REF STRUCTURAL FOR EXTENT OF WORK. 10 REMOVE STONE VENEER IN FRONT OF ATM AS NOTED. AD-2 DEMOLITION REFLECTED CEILING KEY NOTES: TEFERENCE HISSYMBOLBYO NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE OREMOVE EXISTING LIGHTS, SPRINKLERS AND DIFFUSERS. REF: MECH, ELECTRICAL AND FIRE PROTECTION FOR ADDITIONAL INFORMATION. 2O REMOVE ACOUSTICAL CEILING TILE AND GRID AS INDICATED. 3O PATCH AND REPAIR CEILING AS NEEDED. 4O EXISTING LIGHT FIXTURE SHOWN FOR REFERENCE ONLY. O REMOVE PORTION OF CEILING SYSTEM IN PREPARATION OF NEW ROOM O REMOVE EXISTING GREASE HOOD. REF. MECHANICAL FOR MORE INFORMATION. EQ-1 EQUPIMENT PLAN GENERAL NOTES: A. EXIT PATH SHALL BE MAINTAINED TO EXIT DOORS CLEAR FLOOR SPACE. IN ADDITION, REAR CORRIDORS SHALL MAINTAIN A 44" WIDE EGRESS PATH. B. STOCK STACKING LIMITS SHALL BE OBSERVED. C. ELECTRICAL PANELS SHALL MAINTAIN A 30"W X 36"D X 78"H CLEAR FLOOR SPACE, AND ELECTRICAL ROOM SHALL BE FREE OF STORED ITEMS. D. FOR NEW MILLWORK, SEE SUP PLANS PROVIDED BY PUBLIX. E. PROVIDE METAL CLOSURE AT TOP, SIDES, AND BOTTOM OF CASES AS REQUIRED FOR THE FUNCTION OF R/A CIRCULATION AND/OR SEALING DAIRY COOLER OPENING, BY REFRIGERATION CONTRACTOR. F. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS AND ELEVATIONS IN THE FIELD AND REPORT ANY DISCREPANCIES AND/OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF THE WORK. G. CONTRACTOR SHALL COORDINATE LOCATION OF ACCESSIBLE SIGNAGE, DISPENSERS, AND AMENITIES WITH PUBLIX REPRESENTATIVE IN THE FIELD. ITEMS NOT SHOWN ON THIS PLAN OR ADDED IN THE FIELD MUST COMPLY W/ FBC. H. PUBLIX TO PROVIDE SPLASHGUARD, IF NOT EXISTING, AT SIDE(S) OF HANDSINK WHERE HANDSINK IS WITHIN 12" OF SINK, FOOD PREP OR COOKING EQUIPMENT. I. ALL COUPON DISPLAYS SHALL BE MOUNTED BETWEEN 24" AFF AND 54" AFF AND WITHIN A 10" SIDE REACH. J. REMOVE ALL PLASTIC BAG DISPENSERS AND PAPER TOWEL DISPENSERS THAT ARE NOT LOCATED 48"H MAX AFF AND WITHIN 12" OF AISLE. REPLACE W/ NEW FLOOR MOUNTED ACCESSIBLE DISPENSER STAND. K. ALARM SYSTEM (BY OTHERS) SHALL HAVE AUDIOVISUAL SIGNAL ALARMS IN COMPLIANCE W/ FBC. EQUIPMENT PLAN KEY NOTES:REFERENCED BYTHIS SYMBOL D NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE 11 NEW MILLWORK BY PUBLIX. REF SUP PLANS PROVIDED BY PUBLIX. 2] NEW CASE TRIM TO MATCH EXIST/ADJACENT CASE TRIM. 3❑ PATCH PASS THRU AS REQUIRE. ❑4 MAINTAIN 5'-0" CLEAR FLOOR SPACE IN FRONT OF ENTRANCE/EXIT VESTIBULE BREAKAWAY DOORS AS INDICATED. 5❑ NEW WALL. REF SHEET A-1 FOR ADDITIONAL INFORMATION. 6] NEW COUNTERTOP BY PUBLIX. 7❑ RESKIN COUNTERTOP. ❑RELOCATE COUPON DISPENSER TO A HEIGHT NO LESS THAN 24" AND NO GREATER THAN 48"H WITHIN 10" REACH. ❑9 NEW WEATHER SEAL STRIPS TO BE PUT ON BREAKAWAY DOORS. 10 MAINTAIN AISLES 36" MIN. CLEAR ACCESSIBLE PATH. 11 RELOCATED OR PROVIDED NEW, BY PUBLIX, OVERHEAD SIGN W/ INTERNATIONAL El WHEELCHAIR SYMBOL AND MESSAGE "POWERED SHOPPING CARTS," REF SIGN "P" 2/A-2. 12 PUBLIX TO PROVIDE OVERHEAD SIGN W/ INTERNATIONAL WHEELCHAIR SYMBOL AND MESSAGE "ASSISTANCE ID AVAILABLE UPON REQUEST," REF SIGN "N" 2/A-2. 13 NEW CHAIN LINK WITH LOCK. REF: DETAILS 17-20/A-18. GC TO PROVIDE THE NECESSARY STRUCTURAL ANCHORS AND SUPPORT FOR THE 14 OVERHEAD ELEMENT INCLUDING RESOLUTION OF ANY CONFLICTS WITH POTENTIAL OBSTRUCTION OR MECHANICAL DUCTS/ EQUIPMENT. RELOCATE PER PLAN OR AS NEW LINEUP REQUIRES. REPLACE POLES AS FIELD 15 DETERMINED TO BE DAMAGE. 16 NEW 60" TALL WING WALL. 17 NEW BOLLARDS, REF: DETAILS 5/A-2 FOR ADDITIONAL INFORMATION. 18 NEW POLYMER WHEELS FOR THE COMPACTOR. 19 NEW FALSE COLUMN. REF: REFRIGERATION. 20 NEW GATE BY PUBLIX. ©1 MAINTAIN T-0" IN FRONT OF ELECTRICAL PANELS. ©2 NEW FULL HEIGHT WALL. 23 NEW 8"X8" FALSE COLUMN. 24 REMOVE AND REPLACE SOFFIT AS REQUIRED TO REPLACE EQUIPMENT. a NEW 52" WALL. REF SHEET A-1 FOR ADDITIONAL INFORMATION. RELOCATE CUSTOMER USE BAGS AT OR BELOW A HEIGHT OF 48" AFF AND WITHIN 10" SIDE 26 REACH. ©7 RELOCATE CCTV EQUIPMENT PROTOTYPICALLY BACK TO SERVER RACK. 28 PUBLIX TO PROVIDE TACTILE BRILLE SIGN ON WALL OR DOOR. REF SHEET A-2. ADJUST DOOR CLOSER TO REQUIRE 5LBS OR LESS PUSH PULL FORCE AND A MINIMUM OF 5 SECONDS FOR THE DOOR TO CLOSE FROM 900 OPEN TO 120 FROM THE STRIKE. 30 INSULATE SUPPLY AND WASTE PIPES AT THE SINK. 31 REMOUNT TIME CLOCK AT NO GREATER THAN 48" A.F.F. A-1 FLOOR AND FINISH PLAN KEY NOTES: REFERENCED BYTHISSYMBOL NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE D PATCH AND REPAIR FLOOR TO MATCH EXISTING FLOOR FINISH, AS NECESSARY. 2❑ REFER TO STRUCTURAL SHEET FOR EXTENT OF THE SLAB WORK. ❑ REFER DETAIL 24/A-18 FOR WALL SECTION. A-3 RELFECTED CEILING PLAN GENERAL NOTES: A. ALL NEW CEILINGS TO BE CLASS. B. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. C. EXAMINE EXISTING REFRIGERATION CHASES FOR POSSIBLE REUSE. REBUILD ACCORDING TO DETAIL 10 OR 11/A-18 AS APPLICABLE. D. GC TO PROVIDE AND INSTALL TWO #10 SAFETY WIRES PER ALL NEW AND IMPROPERLY SUPPORTED EXISTING METAL HALIDE AND FLUORESCENT FIXTURES. ATTACH TO JOIST AT PROPER LOCATION AS COORDINATED WITH ELECTRICAL CONTRACTOR. (ELECTRICAL SHALL ATTACH TO FIXTURE). E. WHERE CEILING HEIGHTS CHANGE, PROVIDE A BULKHEAD AS REQUIRED. REF DETAIL 14/A-14. F. EXISTING DUCTWORK, DIFFUSERS, LIGHTS AND SPRINLER HEADS SHOWN FOR REFERENCE ONLY NOT INCLUDED IN SCOPE OF WORK. G. ALL LAY -IN CEILING MUST BE INSTALLED PER IBC LOCAL SEISMIC CATEGORY REQUIREMENTS. H. ALL FOOD PREPARATION AREAS GET IN VINYL FACED CEILING TILE. SEE PLAN A-2 ROOM FINISHES SCHEDULE. REFLECTED CEILING PLAN KEY NOTES:REFERENCED BY THIS SYMBOL p NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE 1❑ INSTALL NEW PORTION OF CEILING SYSTEM AS INDICATED. 2❑ NEW GREASE HOOD. REF MECHANICAL FOR ADDITIONAL INFORMATION. D NEW TRACK LIGHTS. REF: ELECTRICAL FOR ADDITIONAL INFORMATION. 4❑ NEW DIFFUSER. REF: MECH FOR ADDITIONAL INFO. NEW OR RELOCATED FIRE SPRINKLER AS SHOWN. REF: FIRE PROTECTION FOR 5 ADDITIONAL INFORMATION. 6❑ NEW LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 7❑ INSTALL NEW SOFFIT SYSTEM AS INDICATED. ❑ CLEAN ACOUST TILE. 9❑ CLEAN VINYL CEILING. 10 CLEAN INSULATED CEILING. 11 NEW GREASE HOOD. REF MECHANICAL FOR MORE INFORMATION. A-5 ROOF PLAN GENERAL NOTES: A. INFORMATION SHOWN IN HERE IS EXISTING UNLESS SPECIFICALLY NOTED OTHERWISE. FIELD VERIFY LOCATION OF ALL EXISTING COMPONENTS. B. COORDINATE WITH HVAC, PLUMBING, REFRIGERATION AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT. C. CONTRACTOR TO PATCH ROOFING SYSTEM AS NECESSARY TO MATCH EXISTING. REF: STRUCTURAL FOR ADDITIONAL INFORMATION. D. CONTRACTOR SHALL INSTALL CRICKETS TO DIVERT WATER AT NEW EQUIPMENT. ROOF PLAN KEY NOTES: REFERENCED # BY THIS SYMBOL NOTE: ONLY NUMBERED KEYNOTES APPLY TO THIS STORE 9❑ EXISTING CURB AND CRICKET. ❑PAINT EXISTING ROOF BENCH USING RUST RESISTANT PAINT. REF: STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. ❑ EXISTING EQUIPMENT TO BE REMOVED. ❑NEW FAN AND CURB. REF: MECH & STRUCTURAL FOR ADDITIONAL INFORMATION. N �00 00 u U 7� v 0 r-•+ w o w rn QN 0 N z W > W W U J LO � W v! O O U w 0 p a Lo a s � 0 o U) z h a OU o c c 0 3 U m g M N (:D s_ L0 M W N o < ~ of s �C O X o LL J� w m J zMQ� ULLI C� '' d LLI g a ti N 4� w Q LU dyo W J LL d' • •.G�y m 0 CV J N J m U) QU W � J w O o z M N U ado N w U � N w C) Z 0 ui O. 0 0 U 000 2019 Hawkins Construction, Inc INDEX OF SPECIFICATION SECTIONS . 1.8. CONSTRUCTION TIME BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT 1.8.1 THE AGREEMENT WILL INCLUDE A REQUIREMENT THAT THE WORK t SECTION 00 21 13 INSTRUCTIONS TO BIDDERS BE COMPLETED WITHIN A SPECIFIED NUMBER OF DAYS FOLLOWING THE DATE OF COMMENCEMENT. THE SPECIFIED NUMBER OF DAYS . DIVISION 1 - GENERAL REQUIREMENTS WILL BE AGREED UPON BETWEEN THE OWNER AND THE SUCCESSFUL BIDDER. THE DATE OF COMMENCEMENT WILL BE DEFINED IN THE OWNER -CONTRACTOR AGREEMENT (FOR THE SECTION 01 11 00 SUMMARY OF WORK PURPOSE OF ADMINISTRATION OF THE OWNER -CONTRACTOR SECTION 01 23 00 ALTERNATES AGREEMENT ONLY) AS THE LATER OF EITHER 1) THE DATE OF THE SECTION 01 25 00 SUBSTITUTION PROCEDURES OWNER -CONTRACTOR AGREEMENT OR 2) THE DATE OF RECEIPT OF SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES THE BUILDING PERMIT. SECTION O1 33 00 SUBMITTAL PROCEDURES SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS SECTION 01 66 00 PRODUCT STORAGE AND HANDLING 2. PRODUCTS REQUIREMENTS SECTION 01 77 00 CLOSEOUT PROCEDURES 2.0.1 ALL BUILDING CONSTRUCTION PRODUCTS/MATERIALS USED SECTION 01 78 39 PROJECT RECORD DOCUMENTS FOR THE PROJECT ARE TO BE NON- ASBESTOS CONTAINING. ASBESTOS CONTAINING MATERIAL (ACM) BY FEDERAL EPA AND OSHA DIVISION 2 - EXISTING CONDITIONS DEFINITION IS ANY MATERIAL/PRODUCT THAT CONTAINS GREATER THAN (>) 1.0% ASBESTOS. THE FOLLOWING SIX (6) TYPES OF NOT USED NATURAL OCCURRING ASBESTOS MINERAL FIBERS ARE CURRENTLY REGULATED UNDER EPA AND OSHA; CHRYSOTILE, AMOSITE, CROCIDILITE, TREMOLITE, ANTHOPHYLLITTE AND ACTINOCITE ASBESTOS. DIVISION 3 - CONCRETE PUBLIX WILL REQUIRE A NOTARIZED AFFIDAVIT FROM THE PROJECT CONSTRUCTION CONTRACTOR OR THEIR REPRESENTATIVE STATING NOT USED THAT THEY HAVE VERIFIED THAT ACM WAS NOT USED OR INSTALLED DURING THE CONSTRUCTION OF THE PUBLIX STRUCTURE. DIVISION 4 - MASONRY 3. EXECUTION NOT USED NOT USED DIVISION 5 - METALS END OF SECTION 00 21 13 SECTION OS 12 00 STRUCTURAL STEEL FRAMING SECTION 01 11 00 SECTION 05 21 00 STEEL JOIST FRAMING SECTION 05 30 00 METAL DECKING SUMMARY OF WORK V03172017 DIVISION 6 - WOODS. PLASTICS AND COMPOSITES SECTION 06 00 00 WOODS, PLASTICS AND COMPOSITES 1. GENERAL DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1.1. WORK UNDER THIS AGREEMENT IS THE CONSTRUCTION OF A PUBLIX SUPER MARKEI S STORE BUILDING. SECTION 07 21 00 THERMAL INSULATION SECTION 07 21 29 SPRAYED POLYURETHANE INSULATION 1.2. RELATED WORK UNDER OTHER CONTRACTS _ SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING SECTION 07 60 00 FLASHING AND SHEET METAL SECTION 07 72 33 ROOF HATCHES 1.2.1 SITEWORK: SECTION 07 92 00 JOINT SEALANTS SITE GRADING SITE DRAINAGE DIVISION 8 - OPENINGS SITE UTILITIES, PAVING SECTION 08 11 00 METAL DOORS AND FRAMES PAD PREPARATION FOR THIS BUILDING SECTION 08 14 00 WOOD DOORS CONSTRUCTION OF OTHER BUILDINGS WITHIN THE PROJECT. SECTION 08 17 05 SIDE FOLDING GRILLES SECTION 08 33 23 OVERHEAD COILING DOORS OTHER WORK AS REQUIRED FOR SATISFACTORY COMPLETION OF SECTION 08 38 00 TRAFFIC DOORS THE PROJECT. SECTION 08 42 29 AUTOMATIC ENTRANCES SECTION 08 43 13 ALUMINUM -FRAMED STOREFRONTS 1.2.2 ON PROJECTS FOR WHICH PUBLIX SUPER MARKETS, INC. IS SECTION 08 56 59 SERVICE AND TELLER WINDOW UNITS THE SOLE OWNER, SOME OR ALL OF THE ABOVE -LISTED SITE SECTION 08 71 00 DOOR HARDWARE WORK MAY BE PART OF THIS CONTRACT; SEE BID FORMS FOR DEFINITIVE LIST. DIVISION 9 - FINISHES 1.3. STANDBY GENERATORS: WHEN A PUBLIX SUPER MARKETS STORE BUILDING IS DESIGNATED TO RECEIVE A STANDBY GENERATOR, THE SECTION 09 29 00 GYPSUM BOARD GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR SUPPLYING THE SECTION 09 30 00 TILING CRANE AND OPERATOR REQUIRED TO UNLOAD AND INSTALL SAID SECTION 09 50 00 CEILINGS GENERATOR AND RELATED EQUIPMENT. SECTION 09 65 19 RESILIENT TILE FLOORING SECTION 09 67 23 RESINOUS FLOORING 1.4. THE FOLLOWING ITEMS WILL BE FURNISHED BY PUBLIX SUPER " SECTION 09 68 00 CARPET MARKETS, INC. AND SHALL BE SET IN PLACE, INSTALLED, AND SECTION 09 91 00 PAINTS CONNECTED BY THE PROPER TRADES UNDER THIS CONTRACT (EXCEPT FOR CONNECTION WORK BY PUBLIX AS NOTED). THESE y DIVISION 10 - SPECIALTIES ITEMS MAY BE DESIGNATED OFCI (OWNER FURNISHED, CONTRACTOR INSTALLED) WHEN REFERENCED IN THE DOCUMENTS. ITEMS WILL BE SECTION 10 21 13 TOILET COMPARTMENTS DELIVERED TO THE SITE OF CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR DELIVERED ITEMS AT THE TIME OF DELIVERY. SECTION 10 28 13 TOILET ACCESSORIES COORDINATE WITH PUBLIX FOR DELIVERY METHOD AND TIME. DIVISION 11 - EQUIPMENT 1.4.1 IF ADDITIVE ALTERNATE FOR HVAC EQUIPMENT IS NOT ACCEPTED: ROOF -TOP HVAC EQUIPMENT CURBS AND SUPPORT SECTION 11 13 00 LOADING DOCK EQUIPMENT RAILS, AND HVAC UNITS (EXCEPT FINAL CONNECTION OF CONTROL WIRING BY PUBLIX WHETHER ADDITIVE ALTERNATE IS ACCEPTED OR DIVISION 12 - FURNISHINGS NOT). IN ANY CASE, WHERE REQUIRED ELSEWHERE, RADIANT UNIT HEATERS ARE PART OF THE CONTRACT. . NOT USED 1.4.2 PRE -SLOPED ROOFTOP CURBS FOR HVAC SYSTEMS, DIVISION 13 - SPECIAL CONSTRUCTION MECHANICAL CENTERS. NOT USED 1.4.3 ALL SUPPLY AND EXHAUST FAN CURBS, AND ALL SUPPLY AND EXHAUST FANS. DIVISION 14 - CONVEYING EQUIPMENT 1.4.4 GREASE HOODS AND HEAT REMOVAL HOODS, DESIGNATED NOT USED GH- AND HR- ON MECHANICAL DRAWINGS. DIVISION 21 - FIRE SUPPRESSION 1.4.5 HOT WATER STORAGE AND RECLAIM TANKS. SECTION 21 00 00 FIRE SUPPRESSION 1.4.6 LIGHT FIXTURES AND LAMPS. DIVISION 22 - PLUMBING 1.4.7 ENERGY MANAGEMENT PANELS (EXCEPT FINAL SECTION 22 40 00 PLUMBING CONNECTION TO POWER AND CONTROL WIRING INSTALLED BY CONTRACTOR WILL BE BY PUBLIX). DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING 1.4.8 ALL UTILITY TYPE SINKS: STAINLESS STEEL FREESTANDING SECTION 23 70 00 CENTRAL HVAC EQUIPMENT ONE, TWO, THREE, AND FOUR COMPARTMENT SINKS. PLUMBING BRASS PROVIDED BY CONTRACTOR. DIVISION 26 - ELECTRICAL 1.4.9 EMERGENCY GENERATOR AND TRANSFER SWITCH WITH GAS SECTION 26 00 00 ELECTRICAL REGULATOR AND FILTER. DIVISION 31 - EARTHWORK 1.4.10 "CITE -LAB" SUSPENDED GRID SYSTEM. NOT USED 1.4.11 BOSTON RETAIL'S "BOSTON BEAM" SPACE FRAME. DIVISION 32 - CONCRETE PAVING 1.4.12 SIMPLEX ARMOR BOND STRIP DOOR CURTAIN SYSTEM. NOT USED 1.5. THE FOLLOWING ITEMS WILL BE FURNISHED, SET IN PLACE, INSTALLED, AND CONNECTED BY PUBLIX SUPER MARKETS, INC. EITHER UNDER SEPARATE CONTRACT OR BY PUBLIX PERSONNEL (EXCEPT FOR SECTION 00 21 13 CONNECTION WORK BY CONTRACTOR AS NOTED IN PARENTHESES): INSTRUCTIONS TO BIDDERS 1.5.1 WALK-IN COOLERS AND FREEZERS, INCLUDING • V01172017 INSTALLATION OF REFRIGERANT LINES AND CONDENSATE LINES TO 1. GENERAL HUB DRAINS (ELECTRICAL CONNECTION BY CONTRACTOR). * 1.1. THE WORK: PUBLIX SUPER MARKET STORE BUILDING LOCATED AS 1.5.2 INSULATED COMPOSITE PANEL CEILING SYSTEMS. INDICATED ON THE TITLE BLOCK OF THESE DRAWINGS. 1.5.3 REFRIGERATED CASES, INCLUDING INSTALLATION OF 1.2. SECURING DOCUMENTS: INVITED BIDDERS MAY OBTAIN COPIES OF THE REFRIGERANT LINES AND CONDENSATE LINES TO HUB DRAINS PROPOSED CONTRACT DOCUMENTS AS INDICATED IN THE INVITATION TO (EXCEPT ELECTRICAL CONNECTION BY CONTRACTOR). BID. 1.5.4 CONDENSERS AND COMPRESSORS FOR REFRIGERATED 1.3. BID FORM: BIDS WILL BE RECEIVED AT THE TIME AND PLACE INDICATED SYSTEMS, WITH WEATHERPROOF HOUSINGS "WEATHER-PAC'S" OR A ON THE FORM PROVIDED WITH IN THE INVITATION TO BID, AND SHALL BE - ROOF TOP HOUSES WHERE INDICATED (EXCEPT CONNECTION OF THE INVITATION TO BID. POWER AND CONTROL WIRING; REQUIRED FLASHING, PRE -MANUFACTURED CURBS SHOWN, AND OTHER WATER/ 1.4. BONDS WEATHERPROOFING BY CONTRACTOR). 1.4.1 NO BID SECURITY IS REQUIRED. 1.5.5 HEATED FOOD DISPLAY CASES (ELECTRICAL CONNECTION BY CONTRACTOR). 1.4.2 A LABOR AND MATERIALS PAYMENT BOND AND A PERFORMANCE BOND, EACH IN THE AMOUNT OF THE CONTRACT SUM, ARE 1.5.6 BAKERY OVENS ( GAS AND ELECTRICAL CONNECTION , AND REQUIRED AS A DEDUCTIVE ALTERNATE. - CONTRACTOR SHALL RECEIVE AND STORE OVENS AT THE SITE 1.5. EXAMINATION OF DOCUMENTS AND SITE OF WORK UNTIL PUBLIX FORCES CAN INSTALL THEM). 1.5.1 BIDDERS REVIEW OF DOCUMENTS: BIDDER SHALL EXAMINE 1.5.7 SIGNS ON FACADE AND UNDER CANOPY (ELECTRICAL ENTIRE SET OF DRAWINGS, ALL SECTIONS OF SPECIFICATIONS, CONNECTION BY CONTRACTOR). AND ALL CONDITIONS OF THE CONTRACT. 1.5.8 SCISSOR LIFTS, DOCK LEVELERS, AND DOCK BUMPERS 1.5.2 NOTE ESPECIALLY SUPPLEMENTAL DRAWINGS AND SPECIFICATIONS (EXCEPT ASSOCIATED CONCRETE WORK, STEEL EMBEDS AND WHICH INTEGRATE THE PUBLIX PROTOTYPE DESIGN WITH THE ELECTRICAL CONNECTION BY CONTRACTOR). SITE AND ALL ADJACENT SHOPPING CENTER STRUCTURES, AND WHICH MAY PROVIDE OR MODIFY THE FACADE AND ADJACENT STRUCTURE. THESE DRAWINGS AND SPECIFICATIONS ARE PART OF 1.5.9 TRASH COMPACTOR (ELECTRICAL CONNECTION BY CONTRACTOR). THIS CONTRACT, AND ARE LISTED IN THE INVITATION TO BID. 1.5.10 BALER (EXCEPT ELECTRICAL CONNECTION BY CONTRACTOR). _ 1.5.3 BIDDERS REVIEW OF CONSTRUCTION SITE: BIDDER SHALL VISIT PROJECT SITE TO BE ACQUAINTED WITH SURROUNDING TERRITORY, MEANS OF APPROACH TO SITE, CONDITIONS OF ACTUAL JOB SITE, 1.5.11 ICE MACHINES WITH CONDENSATE DRAIN CONNECTION AND FACILITIES FOR DELIVERY, STORAGE, HANDLING AND PLACING (WATER SUPPLY CONNECTION AND ELECTRICAL CONNECTION BY OF MATERIALS AND EQUIPMENT. BIDDER SHALL COMPARE DRAWINGS CONTRACTOR). AND SPECIFICATIONS WITH WORK IN PLACE IN ORDER TO BE FULLY INFORMED OF ALL CONDITIONS AFFECTING EXECUTION OF WORK. FAILURE TO VISIT SITE OR FAILURE TO EXAMINE ANY AND ALL 1.5.12 GONDOLAS (ELECTRICAL WIRING BY CONTRACTOR). CONTRACT DOCUMENTS WILL NOT RELIEVE SUCCESSFUL BIDDER FROM NECESSITY OF FURNISHING ALL MATERIALS OR EQUIPMENT, 1.5.13 CHECKOUT STANDS, INCLUDING ALL SIGNAL WIRING OR PERFORMING ALL WORK, THAT MAY BE REQUIRED FOR (ELECTRICAL CONNECTION BY CONTRACTOR). COMPLETION IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER. NEGLECT OF ABOVE REQUIREMENTS WILL NOT BE ACCEPTED AS REASON FOR DELAY IN 1.5.14 COMBINED BURGLAR AND FIRE ALARM SYSTEM, INCLUDINGALL WORK. FINAL POWER AND SIGNAL WIRING CONNECTION (CONDUIT, JUNCTION BOXES, PULLING OF POWER AND SIGNAL WIRING, AND DUCT 1.6. PROOF OF COMPETENCE AND APPROVAL OF SUBCONTRACTORS MOUNTED IONIZATION DETECTORS BY CONTRACTOR). 1.6.1 THE SUCCESSFUL BIDDER WILL BE REQUIRED TO SUBMIT TO THE 1.5.15 SAFES. OWNER A LIST OF PROPOSED SUBCONTRACTORS FOR PRINCIPAL PORTIONS OF THE WORK BEFORE EXECUTION OF THE CONTRACT. 1.5.16 AUTOMATED TELLER MACHINES (ATM'S), COMMUNICATION THIS LIST MUST BE APPROVED BY THE OWNER AND WILL BECOME AN AMENDMENT TO THE CONTRACT. THE OWNER MAY REQUIRE (ELECTRICAL CONNECTION BY CONTRACTOR). EVIDENCE THAT A PROPOSED SUBCONTRACTOR HAS SUFFICIENT MEANS AND EXPERIENCE IN THE TYPES OF WORK CALLED FOR TO 1.5.17 WALL CLOCK IN SALES AREA (ELECTRICAL CONNECTION BY ASSURE COMPLETION OF THE CONTRACT IN A SATISFACTORY CONTRACTOR). MANNER. 1.7. AWARD AND EXECUTION OF CONTRACT 1.5.18 UNIT INSECT CONTROL SYSTEMS 1.7.1 THE CONTRACT, IF AWARDED, WILL BE AWARDED TO THE 1.5.19 PORTABLE FIRE EXTINGUISHERS. INVITED BIDDER WHO HAS PROPOSED THE MOST APPROPRIATE PRICE FOR THE PROPOSED SCOPE OF WORK, SUBJECT TO TO THE OWNER'S AND ARCHITECT'S RIGHT TO REJECT ANY AND ALL BIDS 1.5.20 TOWEL, SOAP, AND TOILED PAPER DISPENSERS. AND TO WAIVE INFORMALITY AND IRREGULARITY IN THE BIDS AND IN THE BIDDING. 1.5.21 DIAPER -CHANGING STATIONS. 1.7.2 THE FORM OF AGREEMENT WHICH THE SUCCESSFUL BIDDER WILL 1.5.22 MUSIC SYSTEM BE REQUIRED TO EXECUTE IS AIA Al 1 1, 1997, "FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR". PUBLIX SUPER _ MARKETS, INC. IS INCLUDED IN THE DEFINITION OF "OWNER" AND 1.5.23 AUTOMATIC FIRE SUPPRESSION SYSTEM (ANSUL). SHALL BE A REQUIRED COSIGNATORY OF THE OWNER -CONTRACTOR AGREEMENT. 1.5.24 TRIM PACKAGE: RUB RAILS, INTERIOR RAILINGS, ETC. • 1.7.3 AT OR PRIOR TO DELIVERY OF THE SIGNED AGREEMENT, THE 1.5.25 CART CURBS AND INTERIOR FLEX POST SHALL BE PROVIDED AND BIDDER TO WHOM THE CONTRACT IS AWARDED SHALL DELIVER TO THE OWNER THOSE CERTIFICATES OF INSURANCE REQUIRED BY INSTALLED BY GENERAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR THE CONTRACT DOCUMENTS AND SUCH LABOR AND MATERIALS LOCATIONS AND DETAILS. • PAYMENT BONDS AND PERFORMANCE BONDS AS MAY BE REQUIRED BY THE OWNER. 1.6. AREA OF HORIZONTAL RUNS BY TRADES 1.7.4 CERTIFICATES OF INSURANCE AND BONDS SHALL BE APPROVED BY THE OWNER BEFORE THE SUCCESSFUL BIDDER MAY PROCEED WITH ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF THE WORK. FAILURE TO PROVIDE EITHER IN A FORM SATISFACTORY DECK; WHERE EXPOSED, IMMEDIATELY BENEATH ROOF DECK, TO THE OWNER SHALL SUBJECT THE CONTRACTOR TO LOSS OF PASSING BETWEEN STEEL JOISTS WHERE POSSIBLE. TIME FROM THE ALLOWABLE CONSTRUCTION PERIOD EQUAL TO THE REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE TIME OF DELAY IN FURNISHING THE REQUIRED MATERIAL. EXPOSED, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED, 8 IN. ABOVE BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. AIR CONDITIONING: 36 IN. BELOW ROOF DECK TO 10 IN. ABOVE CEILING; WHERE EXPOSED, HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED, SUCH DEVIATION MUST BE AGREED UPON BY THE JOB SUPERINTENDENT AND/OR PUBLIX'S REPRESENTATIVE. 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 11 00 SECTION 01 23 00 ALTERNATES V02212011 1. GENERAL 1.1. TO ENABLE THE OWNER TO EVALUATE THE COST OF ALTERNATE METHODS OF CONSTRUCTION OF THE PROJECT, THE ALTERNATES DESCRIBED IN THIS SECTION ARE REQUIRED TO BE STATED ON THE BID FORM SUBMITTED BY EACH BIDDER. 1.2. THE COST OF LABOR AND MATERIAL PAYMENT BOND AND PERFORMANCE BOND SHALL BE LISTED AS AN ADD ALTERNATE. 1.3. UNDERSLAB POROUS FILL - IN SOME LOCATIONS THE BUILDING PAD OR SUB -GRADE WILL BE CONSTRUCTED WITH MATERIAL WHICH MEETS THE SPECIFIED REQUIREMENTS FOR UNDER -SLAB POROUS FILL. IN SUCH A CASE THE OWNER MAY CHOOSE TO OMIT UNDER -SLAB POROUS FILL FROM THIS CONTRACT. STATE AN AMOUNT WHICH MAY BE DEDUCTED FROM THE BASE BID FOR THE OMISSION OF MATERIAL, LABOR, AND EQUIPMENT FOR THE INSTALLATION OF UNDER -SLAB POROUS FILL. 1.4. HVAC EQUIPMENT - STATE AN AMOUNT WHICH MAY BE ADDED TO THE BASE BID FOR THE INCLUSION OF ROOFTOP HVAC UNITS, THEIR CURBS, AND SUPPORT RAILS. THE CONTRACTOR SHALL SET IN PLACE, INSTALL, AND CONNECT THIS EQUIPMENT WHETHER THIS ALTERNATE IS ACCEPTED OR NOT. 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 23 00 SECTION 01 25 00 SUBSTITUTIONS PROCEDURES V02212011 1. GENERAL 1.1. EACH BIDDER OBLIGATES HIMSELF TO THE USE OF BRANDS, MAKES AND MODELS, MATERIALS AND APPARATUS NAMED IN THIS PROJECT MANUAL AND ON THE ACCOMPANYING DRAWINGS, UNLESS SUBSTITUTE APPROVAL IS OBTAINED IN THE MANNER DESCRIBED HEREIN. 1.2. ALL ITEMS, FOR WHICH THERE IS A SPECIFIC PRODUCT OR BRAND DESIGNATED, SHALL BE SUPPLIED AS SPECIFIED. 1.3. AFTER BIDDING: NO SUBSTITUTIONS WILL BE CONSIDERED, EXCEPT IN CASES NECESSITATED BY STRIKES, BANKRUPTCY, DISCONTINUATION OF A PRODUCT, ETC., OR WHERE EQUAL PERFORMANCE AND SIGNIFICANT COST SAVINGS WILL RESULT. REQUESTS SHALL BE IN WRITING AND BE ACCOMPANIED BY FULL DESCRIPTIVE DATA. IT IS ASSUMED THAT THE REASON FOR SUBSTITUTING MATERIALS AND METHODS IS BASED ON A COST OR TIME SAVINGS, AND THAT PUBLIX WILL SHARE IN THESE BENEFITS. 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 25 00 SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES V02212011 1. GENERAL 1.1. DEFINITIONS: REFER TO AIA DOCUMENT A201. 1.1.1 THE CONTRACT FOR CONSTRUCTION (THE WORK) IS COMPOSED OF: AGREEMENT (FORM ITSELF, WITH ATTACHMENTS) GENERAL CONDITIONS SPECIFICATIONS DRAWINGS ADDENDA 1.1.2 CHANGE ORDERS MODIFY ANY OR ALL OF THE PARTS OF THE CONTRACT WHERE A CHANGE IN COST OR TIME IS REQUIRED. 1.1.3 MINOR CHANGES IN THE WORK SHALL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 1.1.4 ALIGNED CONTRACTORS SHALL BE BOUND BY PROVISIONS OF THEIR COST PLUS A FEE CONTRACTS. 1.2. REVISION REQUEST (THIS IS THE TERM USED TO DESCRIBE THE PROCESS BY WHICH PUBLIX IDENTIFIES ITEMS FOR CHANGE): 1.2.1 WHERE A REVISION REQUEST HAS NO ASSOCIATED COST, SUBMIT A LETTER STATING THIS, OR INCLUDE AS A NO COST LINE ITEM ON A CHANGE ORDER. 1.2.2 WHERE A REVISION REQUEST REQUIRES AN ADJUSTMENT IN THE CONTRACT SUM, SUBMIT WITHIN 30 DAYS FROM DISTRIBUTION DATE OF REVISION REQUEST AS A CHANGE ORDER OR A LINE ITEM ON A CHANGE ORDER. IF CHANGE ORDER IS NOT RECEIVED WITHIN 30 DAYS, IT WILL BE ASSUMED THAT THE REVISION REQUEST IS A NO COST ITEM. 1.2.3 WHERE A REVISION REQUEST IS INCLUDED AS A LINE ITEM ON A CHANGE ORDER, INCLUDE THE FOLLOWING AS BACK-UP, BROKEN OUT FOR EACH REVISION REQUEST INDIVIDUALLY. 1.2.4 SUBMIT ON FORMS SUPPLIED OR APPROVED BY PUBLIX. 1.2.5 REQUIRED INFORMATION: 1.2.5.1 LABOR: UNITS OF LABOR X ACTUAL RATE BY CATEGORIES OF LABOR BURDEN BY CATEGORIES TOTAL LABOR BY CATEGORIES 1.2.5.2 MATERIAL: UNITS OF MATERIAL X ACTUAL UNIT COST BY CATEGORIES SUBTOTAL BY CATEGORIES %TAX 1.2.5.3 CATEGORY TOTAL (OR SUBCONTRACT): TOTAL LABOR TOTAL MATERIAL SUBTOTAL X 7% CATEGORY COST 1.2.5.4 RECAP CATEGORIES CATEGORY COST EACH CATEGORY TOTAL COST OF REVISION REQUEST OR CHANGE ORDER 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 26 00 SECTION 01 33 00 SUBMITTAL PROCEDURES V01172017 1. GENERAL 1.1. SUBMIT ALL REQUIRED SHOP DRAWINGS, PRODUCT DATA, SAMPLES, CONCRETE DESIGN MIXES, TEST RESULTS, ETC. TO: PUBLIX SUPER MARKETS, INC. ATTN: FACILITIES DESIGN P.O. BOX 407 (3300 PUBLIX CORPORATE PARKWAY) LAKELAND, FL 33802 (33811) 1.2. SUBMITTAL TYPES: 1.2.1 LETTERS OF INTENT (L01): 1.2.1.1 USE WHERE PROVIDED BY PUBLIX. L01'S SHALL BE FILLED OUT COMPLETELY, WITH ALL OPTIONS MARKED, AND WITH ALL BLANKS FILLED IN, PROPERLY SIGNED BY AN AUTHORIZED AGENT OF THE COMPANY CONCERNED. 1.2.1.2 L01 SHALL BE FOLLOWED EXACTLY IN THE FIELD. PROVIDE ADEQUATE INFORMATION AT THE JOB SITE FOR INSTALLERS TO CONFORM TO MANUFACTURERS RECOMMENDATIONS. 1.2.1.3 SUBMIT ONLY THE ORIGINAL, SIGNED L01 TO PUBLIX. CONTRACTOR MAY RETAIN AS MANY COPIES AS HE NEEDS. 1.2.2 MANUFACTURER'S LITERATURE: 1.2.2.1 SUBMIT WHERE REQUIRED BY APPLICABLE PROJECT MANUAL SECTION SUBMIT A MINIMUM THREE COPIES FOR USE OF OWNER AND CONTRACTOR, ADDITIONAL COPIES AS REQUIRED. 1.2.2. WHERE MORE THAN ONE OPTION IS DESCRIBED, MARK TO INDICATE MODEL OR TYPE TO BE USED. 1.2.3 SHOP DRAWINGS 1.2.3.1 SUBMIT FOR THE FOLLOWING: CONCRETE REINFORCING STEEL MASONRY REINFORCEMENT OPEN WEB STEEL JOISTS STRUCTURAL STEEL FIRE SPRINKLERS OTHER ITEMS OF WORK AS REQUIRED 1.2.3.2 SUBMIT IN NUMBER PRESCRIBED BY INSTRUCTION LETTER ISSUED AT PRE -CONSTRUCTION MEETING OR, IF NOT SPECIFIED IN LETTER OR INDIVIDUAL SECTIONS, SUBMIT THREE SETS. 1.2.3.3 MATERIALS LISTS: 1.2.3.4 IDENTIFY ALL PERTINENT CHARACTERISTICS (TYPE, MODEL NUMBER, ETC.) OF MATERIALS INTENDED FOR USE. 1.2.3.5 FIRE SPRINKLER SUBMITTALS ONLY: SUBMIT TWO SETS WITH APPROVAL BY FACTORY MUTUAL AND LOCAL AUTHORITY HAVING JURISDICTION. SUBMIT SETS BEARING THE ORIGINAL SIGNATURE OR INITIALS OF THE REVIEWERS. INCLUDE ORIGINAL LETTER FROM FACTORY MUTUAL DETAILING THEIR REVIEW COMMENTS. THESE SETS WILL NOT BE RETURNED. 1.2.4 TEST REPORTS: 1.2.4.1 WHERE INDICATED, SUBMIT TEST REPORTS TO PROVE COMPLIANCE OF MATERIALS SUPPLIED WITH SPECIFICATION INTENT. 1.2.4.2 REPORTS REQUIRED: CONCRETE SOIL AND OTHER GEOLOGICAL TESTS. STEEL INSPECTION REPORT OTHERS AS NEEDED 1.2.4.3 NOTE THE REQUIREMENTS STATED ELSEWHERE FOR SAME -DAY SUBMITTAL OF TEST REPORTS INDICATING SUBSTANDARD SOIL OR CONCRETE. 1.2.5 SAMPLES: 1.2.5.1 WHERE REQUIRED FOR SELECTION OF COLOR, TEXTURE OR OTHER PHYSICAL CHARACTERISTICS, SUBMIT SAMPLES OF MATERIALS INTENDED FOR USE. 1.2.5.2 SAMPLES SHALL BE LARGE ENOUGH TO ALLOW ADEQUATE EVALUATION. 1.2.5.3 SUBMIT TWO SAMPLES MINIMUM. ONE WILL BE RETAINED BY PUBLIX, THE OTHER WILL BE RETURNED TO THE GENERAL CONTRACTOR FOR USE AT THE JOB SITE. 1.2.6 SAMPLE PANELS: 1.2.6.1 WHERE REQUIRED BY PUBLIX ARCHITECT, ERECT ON THE JOB SITE WHERE DIRECTED, A SAMPLE PANEL OF MAJOR FINISH WORK. 1.2.6.2 SAMPLE PANEL SHALL BE NO LARGER THAN 4'-O" X 8' 0", BUT SHALL BE LARGE ENOUGH TO INDICATE JOINT TREATMENT, CORNER TREATMENT, RANGE OF COLORATION, AND OTHER PERTINENT CHARACTERISTICS OF THE INSTALLATION OF MATERIALS SELECTED. 1.2.6.3 SAMPLE PANEL WILL BE USED AS THE QUALITY STANDARD FOR THE WORK REPRESENTED. WORK IN PLACE SHALL CONFORM TO THE TREATMENTS SHOWN BY THE SAMPLE PANEL. 1.3 SUBMITTAL PROCESS 1.3.1 TIME 1.3.1.1 LETTERS OF INTENT: RETURN TO PUBLIX NO LATER THAN 2 WEEKS BEFORE COMMENCEMENT OF WORK DESCRIBED, AND NO LATER THAN 60 DAYS FROM PROJECT COMMENCEMENT. 1.3.1.2 MARGINAL SOIL, CONCRETE OR OTHER TESTS THAT INDICATE SUBSTANDARD CONDITIONS; SUBMIT TO PUBLIX IMMEDIATELY. 1.3.1.3 ALL OTHER SUBMITTALS: RETURN TO PUBLIX NO LATER THAN 2 WEEKS BEFORE COMMENCEMENT OF WORK DESCRIBED, AND NO LATER THAN 60 DAYS FROM PROJECT COMMENCEMENT. 1.3.1.4 SUBCONTRACTOR PREPARES SUBMITTAL 1.3.1.5 IF LOI IS AVAILABLE, SEND ORIGINAL TO GENERAL CONTRACTOR. 1.3.1.6 IF L01 IS NOT AVAILABLE, SEND SIX COPIES OF SUBMITTALS TO GENERAL CONTRACTOR. DEVIATIONS FROM THE SPECIFICATIONS WILLL BE CONSIDERED ONLY IN THE EVENT THAT THOSE PRODUCTS SPECIFIED HAVE BECOME UNAVAILABLE FOR USE. OTHER PRODUCTS MAY BE SUBMITTED ONLY FOR FUTURE CONSIDERATION. 1.3.2 GENERAL CONTRACTOR REVIEWS SUBMITTAL 1.3.2.1 IF L01 IS SUBMITTED, RECORD ACTION TAKEN AND SEND ON TO PUBLIX. 1.3.2.2 APPROVE OR ANNOTATE THE SUBMITTALS, THEN SEND ON TO PUBLIX. 1.3.2.3 IF DISAPPROVED, NOTIFY SUBCONTRACTOR. 1.3.3 PUBLIX REVIEWS SUBMITTAL 1.3.3.1 IF L01 IS SUBMITTED, RECORD. 1.3.3.2 APPROVE OR ANNOTATE SUBMITTALS, KEEP FILE COPY, RETURN OTHERS TO GENERAL CONTRACTOR. 1.3.3.3 IF DISAPPROVED, NOTIFY GENERAL CONTRACTOR. 2. PRODUCTS 2.0.1 ALL BUILDING CONSTRUCTION PRODUCTS/MATERIALS USED FOR THE PROJECT ARE TO BE NON- ASBESTOS CONTAINING. ASBESTOS CONTAINING MATERIAL (ACM) BY FEDERAL EPA AND OSHA DEFINITION IS ANY MATERIAL/PRODUCT THAT CONTAINS GREATER THAN (>) 1.0% ASBESTOS. THE FOLLOWING SIX (6) TYPES OF NATURAL OCCURRING ASBESTOS MINERAL FIBERS ARE CURRENTLY REGULATED UNDER EPA AND OSHA; CHRYSOTILE, AMOSITE, CROCIDILITE, TREMOLITE, ANTHOPHYLLITTE AND ACTINOCITE ASBESTOS. PUBLIX WILL REQUIRE A NOTARIZED AFFIDAVIT FROM THE PROJECT CONSTRUCTION CONTRACTOR OR THEIR REPRESENTATIVE STATING THAT THEY HAVE VERIFIED THAT ACM WAS NOT USED OR INSTALLED DURING THE CONSTRUCTION OF THE PUBLIX STRUCTURE. 1. EXECUTION NOT USED END OF SECTION 01 33 OOps SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS V02212011 1. GENERAL 1.1. TEMPORARY REQUIREMENTS: 1.1.1 FURNISH TWO CURRENTLY ACCEPTED TYPE HYGIENIC PORTABLE TOILET FACILITIES, AND MAINTAIN SAME. 1.1.2 PROVIDE TEMPORARY WATER SUPPLY (3/4"). 1.1.3 PROVIDE TEMPORARY ELECTRIC SERVICE FOR POWER AND LIGHTING (208 VOLT, 200 AMP.) 1.1.4 ALL TEMPORARY FACILITIES SHALL BE REMOVED WHEN THEIR USE IS NO LONGER REQUIRED. 1.1.5 GENERAL CONTRACTOR SHALL PAY OPERATING COSTS OF ALL TEMPORARY SERVICES. 1.2. SECURITY: PROVIDE WEATHERTIGHT SHED(S) FOR ALL MATERIALS REQUIRING PROTECTION FROM WEATHER, WITH RAISED FLOORS FOR STORAGE OF CEMENT, LIME, AND SIMILAR ITEMS. 1.3. CONSTRUCTION CLEANING: 1.3.1 CONTRACTORS SHALL CLEAN CONSTRUCTION SITE DAILY OF ALL RUBBISH AND TRASH WHICH MIGHT BREED MOSQUITOES AND VERMIN, OR WHICH IS HIGHLY COMBUSTIBLE. TRASH WHICH CANNOT BE BURNED BECAUSE BURNING IS NOT ALLOWED BY LOCAL ORDINANCE, OR BECAUSE IT IS NOT COMBUSTIBLE, SHALL BE REMOVED FROM THE SITE AT LEAST WEEKLY. 1.3.2 THE CONTRACTOR SHALL CLEAN SWEEP THE FINISHED FLOOR EVERY DAY AND BE SURE THAT THE FINISHED FLOOR IS UNDAMAGED BY EQUIPMENT OR MATERIALS BEING STORED DIRECTLY ON THE FLOOR. A DAILY CHECK OF ROLLING EQUIPMENT SHALL BE MADE FOR OIL OR BATTERY ACID LEAKS. THE CONTRACTOR SHALL CAUTION ALL SUBCONTRACTORS ABOUT PROTECTING THE FINISHED FLOOR FROM STAINING MATERIALS SUCH AS OIL, ACID, CHEWING TOBACCO, CIGARETTES, COFFEE, SOFT DRINKS, AND TIRE SKID MARKS FROM ROLLING EQUIPMENT. 1.3.3 PROVIDE FINAL CLEAN-UP OF ENTIRE SITE AND BUILDING INTERIOR AND EXTERIOR, INCLUDING THE ROOF BEFORE REQUESTING SUBSTANTIAL COMPLETION INSPECTION. 1.4. FIELD OFFICE 1.4.1 PROVIDE WEATHERTIGHT SHED OR TRAILER WITH RAISED FLOORS WITH ADEQUATE SPACE FOR CONTRACTOR'S AND ARCHITECT'S NEEDS. 1.4.2 TELEPHONE: INSTALL IN FIELD OFFICE FOR DURATION OF CONSTRUCTION WORK. PROVIDE OUTDOOR BELL OR BELLS TO PERMIT HEARING RING FROM ANY PART OF CONSTRUCTION SITE. 1.4.3 CONTRACTOR SHALL KEEP MIN. OF 3 HARD HATS IN FIELD OFFICE FOR USE BY AUTHORIZED VISITORS. THESE HATS SHALL BE KEPT IN A CLEAN AND PRESENTABLE CONDITION. 1.4.4 CONTRACTOR SHALL AT ALL TIMES MAINTAIN A COMPLETE SET OF UP-TO-DATE CONTRACT DOCUMENTS IN THE FIELD OFFICE. DOCUMENTS WHICH HAVE BEEN SUPERCEDED SHALL BE DESTROYED OR CLEARLY MARKED 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 50 00 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS V02212011 1. GENERAL 1.1. WALK-IN COOLERS AND FREEZERS, AND ASSOCIATED EVAPORATOR COILS AND ROOFTOP REFRIGERATION EQUIPMENT 1.1.1 THE GENERAL CONTRACTOR SHALL SCHEDULE A DELIVERY DATE FOR THIS EQUIPMENT, WHICH DATE SHALL NOT BE CHANGED LATER THAN TWO WEEKS PRIOR TO THE SCHEDULED DATE.THE FOLLOWING ARE PREREQUISITES TO DELIVERY: 1.1.1.1 A STABILIZED ROADWAY MUST BE COMPLETED FROM A PUBLIC STREET TO AND AROUND THE PUBLIX BUILDING. ROADWAY AND TRACK AROUND BUILDING SHALL ACCOMODATE THE SIZE AND TYPE OF CRANE REQUIRED TO SET STEEL AND ROOF -TOP EQUIPMENT. 1.1.1.2 ALL INTERIOR SLABS MUST BE POURED. 1.1.1.3 ALL PORTIONS OF THE BUILDING MUST BE DRIED IN. 1.1.1.4 THE AREA AROUND THE BUILDING MUST BE ACCESSIBLE SO THAT A CRANE WILL BE ABLE TO LIFT THE UNITS FROM THE GROUND TO THEIR ROOFTOP LOCATIONS. 1.1.1.5 ON STORES WHICH HAVE ROOFTOP MACHINE ROOMS FOR HOUSING REFRIGERATION EQUIPMENT, THE CONTRACTOR MUST BE PREPARED TO MAKE MACHINE ROOMS WEATHER-PROOF IMMEDIATELY AFTER THE EQUIPMENT IS SET IN PLACE. 1.1.1.6 IF THE DELIVERY DATE MUST BE CHANGED LESS THAN TWO WEEKS PRIOR TO A SCHEDULED DELIVERY DATE, THE CONTRACTOR SHALL BEAR ALL COSTS FOR STORAGE, DEMURRAGE, RETURN AND RESHIPPING, ETC. 1.2. REFRIGERATED CASES: 1.2.1 THE GENERAL CONTRACTOR SHALL SCHEDULE A DELIVERY DATE FOR THIS EQUIPMENT, WHICH DATE SHALL NOT BE CHANGED LATER THAN TWO WEEKS PRIOR TO THE SCHEDULED DATE. THE FOLLOWING ARE PREREQUISITES TO DELIVERY: 1.2.1.1 A STABILIZED ROADWAY MUST BE COMPLETED TO THE REAR OF THE PUBLIX BUILDING. 1.2.1.2 THE CASES WILL BE UNLOADED ON THE CONCRETE PAD AT THE REAR OF THE STORE. THIS PAD MUST HAVE BEEN POURED AND CURED FOR AT LEAST THREE DAYS PRIOR TO DELIVERY OF THE CASES. 1.2.1.3 THE BUILDING SHALL BE SECURE. THE GENERAL CONTRACTOR SHALL SIGN FOR RECEIPT OF THE CASES AND BE RESPONSIBLE FOR THEM, EXCEPT FOR ANY DAMAGE CAUSED BY PUBLIX' INSTALLATION CREW OR REFRIGERATION CONTRACTOR. 1.2.1.4 THE FINISHED FLOOR MUST BE COMPLETELY FINISHED, CLEANED, POLISHED, STAINS REMOVED, AND SEALED. 1.2.1.5 THE INTERIOR OF THE STORE SALES AREA MUST BE ESSENTIALLY COMPLETE, INCLUDING PAINTING, CEILINGS, WALL COVERINGS, WALL TILE, CANOPIES, ETC. 1.2.1.6 THE AREA WHERE CASES ARE TO BE LOCATED MUST BE SWEPT CLEAN. 1.2.1.7 ELECTRICAL WIRING MUST BE PULLED AND READY FOR CONNECTION. 1.3. LIGHT FIXTURES: 1.3.1 THE GENERAL CONTRACTOR SHALL NOTIFY PUBLIX WHEN HE IS READY TO ACCEPT LIGHT FIXTURES. 1.3.2 THE GENERAL CONTRACTOR SHALL SIGN FOR RECEIPT OF THE LIGHT FIXTURES AND BE RESPONSIBLE FOR THEM. 1.3.3 THE LIGHT FIXTURES SHALL BE STORED IN A SECURE LOCATION ON THE JOB -SITE. THE WALK-IN COOLERS AND FREEZERS MAY BE USED FOR THIS PURPOSE. 2. PRODUCTS NOT USED 3. EXECUTION ` NOT USED END OF SECTION 01 66 00 SECTION 01 77 00 CLOSEOUT PROCEDURES V02212011 1. GENERAL 1.1. ELECTRIC SERVICE: PAYMENT FOR ELECTRIC SERVICE WILL BECOME THE MARKETS RESPONSIBILITY OF PUBLIX SUPER, INC. AT THE EARLIER OF TWO DATES: 1.1.1 THE DATE PUBLIX STARTS UP THE REFRIGERATION SYSTEM PERMANENTTLY. q�� qN� g�� Q q� �N p 7 S� 5yEM SHAT S6pGCOMPLETEDEBIff% THISH6A ffFRIGERATION 1.1.1.2 THE AIR CONDITIONING SYSTEM MUST ALSO BE STARTED BY THIS DATE; THE CONTRACTOR MAY START THE AIR CONDITIONING EARLIER BUT PUBLIX WILL NOT PAY FOR ELECTRIC SERVICE. 1.1.2 THE DATE OF SUBSTANTIAL COMPLETION AS ESTABLISHED BELOW. 1.2. THE FOLLOWING REQUIREMENTS FOR SUBSTANTIAL COMPLETION SUPPLEMENT THOSE IN AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, PARAGRAPH 9.8. 1.2.1 WHEN SUBSTANTIAL COMPLETION IS NEAR, PUBLIX WILL AT THE REQUEST OF THE CONTRACTOR PREPARE A LIST OF ITEMS TO BE COMPLETED OR CORRECTED. ALL ITEMS ON THIS "PUNCH LIST" MUST BE CORRECTED OR COMPLETED TO THE SATISFACTION OF PUBLIX' REPRESENTATIVE, EXCEPT THOSE ITEMS WHICH PUBLIX MAY SPECIFICALLY ALLOW TO BE DEFERRED TO FINAL INSPECTION, BEFORE THE INSPECTION FOR SUBSTANTIAL COMPLETION WILL BE SCHEDULED. 1.2.2 THE FOLLOWING ITEMS ARE AMONG THOSE THAT MUST BE COMPLETED PRIOR TO INSPECTION FOR SUBSTANTIAL COMPLETION: 1.2.2.1 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY AND/OR A CERTIFICATE OF USE BY AUTHORITIES HAVING JURISDICTION. 1.2.2.2 CLEAN THE ENTIRE WORK AND SITE OF ALL TRASH AND USED MATERIAL. ALL EQUIPMENT, FIXTURES, GLASS, METAL, ETC. SHALL BE CLEANED, READY FOR USE WITH ALL SHIPPING LABELS, MANUFACTURER'S REMOVABLE LABELS, ETC. REMOVED. 1.2.2.3 MAKE ALL FLOORS READY FOR USE BY CLEANING. POSTING OF ALL REQUIRED OPERATING INSTRUCTIONS FOR EQUIPMENT. 1.2.2.4 POSTING OF TYPEWRITTEN PANEL BOARD SCHEDULES. 1.2.2.5 LABELING OF ALL LINES AND CONTROLS AS REQUIRED. 1.2.2.6 SITEWORK (SIGNAGE, PAVING, STRIPING, SITE UTILITIES, LANDSCAPING, DOT REQUIREMENTS, AND OTHER ANCILLARY WORK) PERFORMED UNDER THIS CONTRACT OR OTHER CONTRACTS. 1.2.3 AFTER PUBLIX' REPRESENTATIVE HAS APPROVED THE DISPOSITION OF ALL ITEMS ON THE PUNCH LIST, PUBLIX WILL SET A DATE FOR INSPECTION FOR SUBSTANTIAL COMPLETION. DISCREPANCIES NOTED DURING THIS INSPECTION MAY BE CAUSE FOR WITHHOLDING ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION AT THE DISCRETION OF PUBLIX' REPRESENTATIVE. OTHERWISE, A CERTIFICATE OF SUBSTANTIAL COMPLETION WILL BE ISSUED PROMPTLY. 1.3. THE FOLLOWING REQUIREMENTS FOR FINAL PAYMENT SUPPLEMENT THOSE IN AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, PARAGRAPH 9.10. THE CONTRACTOR SHALL NOTIFY PUBLIX WHEN ALL DEFERRED PUNCH LIST ITEMS HAVE BEEN CORRECTED, AT WHICH TIME PUBLIX WILL SET A DATE FOR INSPECTION FOR FINAL PAYMENT. 1.3.1 THE FOLLOWING ITEMS ARE AMONG THOSE WHICH MUST BE COMPLETED PRIOR TO THE INSPECTION FOR FINAL PAYMENT: 1.3.1.1 RECEIPT BY PUBLIX OF THE PROJECT RECORD DOCUMENTS SPECIFIED IN SECTION 01 78 39. 1.3.1.2 RECEIPT BY PUBLIX OF A CLOSEOUT BOOK, WHICH SHALL CONTAIN THE FOLLOWING: LIST OF ALL SUB -CONTRACTORS, SUB -SUB -CONTRACTORS, AND SUPPLIERS. ALL REQUIRED GUARANTIES AND WARRANTIES. ALL OPERATING MANUALS, SERVICE INSTRUCTIONS, AND PARTS DATA. 1.4. AT A TIME APPROXIMATELY ONE YEAR AFTER SUBSTANTIAL COMPLETION PUBLIX WILL SCHEDULE THE ONE-YEAR INSPECTION OF THE PROJECT. THE CONTRACTOR SHALL SEND A REPRESENTATIVE. THE CONTRACTOR SHALL CORRECT ANY WORK FOUND NOT TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AS SET FORTH IN AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, PARAGRAPH 12.2.2. 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 77 00 SECTION 01 78 39 PROJECT RECORD DOCUMENTS (AS -BUILT DRAWINGS) V01182012 1. GENERAL 1.1. SUMMARY: 1.1.1 PUBLIX WILL SUPPLY A COMPACT DISC WITH TIFF IMAGES OF THE CONSTRUCTION DOCUMENTS PREPARED BY PUBLIX SUPER MARKETS, INC. TO THE GENERAL CONTRACTOR UPON AWARDING OF BID. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REPRODUCTION OF HARD COPIES TO COMPLETE THE REQUIREMENTS OF THIS SECTION REGARDING THE JOB SET AND FINAL RECORD DOCUMENTS. 1.1.2 THROUGHOUT PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF CHANGES IN THE CONTRACT DOCUMENTS, AND, UPON COMPLETION OF THE WORK, TRANSFER THE RECORDED CHANGES TO A SET OF "FINAL RECORD DOCUMENTS", AS DESCRIBED IN ARTICLE 1.5 BELOW. 1.1.3 THE PURPOSE OF THE FINAL PROJECT RECORD DOCUMENTS IS TO PROVIDE ACCURATE INFORMATION REGARDING ALL ASPECTS OF THE PROJECT, BOTH CONCEALED AND VISIBLE, SO MAINTENANCE AND FUTURE MODIFICATION OF THE WORK MAY PROCEED WITHOUT EXTENSIVE INVESTIGATION OF EXISTING CONDITIONS. 1.2. FINAL PROJECT RECORD SET APPROVALS: 1.2.1 PUBLIX' REPRESENTATIVE'S APPROVAL OF THE STATUS OF THE FINAL PROJECT RECORD DOCUMENTS MAY BE A PREREQUISITE TO PUBLIX' APPROVAL OF REQUESTS FOR PROGRESS PAYMENTS. 1.2.2 PRIOR TO SUBMITTING REQUEST FOR INSPECTION FOR FINAL PAYMENT, SUBMIT THE FINAL PROJECT RECORD DOCUMENTS TO PUBLIX. FINAL PAYMENT WILL NOT BE APPROVED UNTIL DOCUMENTS ARE RECEIVED BY PUBLIX. 1.2.3 DELIVER THE ORIGINAL AND TWO COPIES OF FINAL PROJECT RECORD DOCUMENTS TO PUBLIX'S REPRESENTATIVE WITHIN 30 DAYS OF OWNER ACCEPTANCE. 1.3. QUALITY ASSURANCE: DELEGATE RESPONSIBILITY FOR MAINTENANCE OF FINAL PROJECT RECORD DOCUMENTS TO ONE PERSON ON THE CONTRACTOR'S STAFF AS APPROVED BY PUBLIX' REPRESENTATIVE. 1.4. MAINTENANCE OF JOB SET 1.4.1 JOB SET: DESIGNATE ONE OF THE SETS OF CONTRACT DOCUMENT DRAWINGS PROVIDED TO THE CONTRACTOR AT THE START OF THE PROJECT AS THE FINAL PROJECT RECORD DOCUMENT JOB SET. IMMEDIATELY IDENTIFY EACH SHEET OF THE DOCUMENTS WITH THE TITLE "RECORD DOCUMENTS - JOB SET." 1.4.2 THOROUGHLY COORDINATE CHANGES WITHIN THE RECORD DOCUMENTS. MAKE ADEQUATE ENTRIES ON EACH SHEET OF PUBLIX' PROTOTYPE PROJECT MANUAL, THE SUPPLEMENTAL ARCHITECTURAL AND ENGINEERING DRAWINGS AND SPECIFICATIONS, AND THE CIVIL ENGINEERING, LANDSCAPING, AND SITE UTILITIES DRAWINGS. 1.4.3 DO NOT USE THE JOB SET FOR ANY PURPOSE EXCEPT ENTRY OF NEW DATA AND FOR REVIEW BY PUBLIX' REPRESENTATIVE, UNTIL START OF TRANSFER OF DATA TO THE FINAL RECORD DOCUMENTS. 1.4.4 MAKE ENTRIES ON THE JOB SET WITHIN 24 HOURS AFTER RECEIPT OF INFORMATION THAT A CHANGE HAS OCCURRED. 1.4.5 MAINTAIN THE JOB SET OF FINAL PROJECT RECORD DOCUMENTS COMPLETELY PROTECTED FROM DETERIORATION AND FROM LOSS OR DAMAGE UNTIL COMPLETION OF THE WORK AND TRANSFER OF ALL RECORDED DATA TO THE FINAL PROJECT RECORD DOCUMENTS. 1.4.6 IN THE EVENT OF LOSS OF RECORDED DATA, USE MEANS NECESSARY TO AGAIN SECURE THE DATA TO PUBLIX' REPRESENTATIVE'S APPROVAL. SUCH MEANS SHALL INCLUDE REMOVAL AND REPLACEMENT OF CONCEALING MATERIALS IF THIS IS NECESSARY IN THE OPINION OF PUBLIX' REPRESENTATIVE. 1.4.7 CHANGE DATA: MAKE CHANGE ENTRIES ON DRAWINGS AS FOLLOWS: 1.4.7.1 MAKE ENTRIES IN ERASABLE COLORED PENCIL. 1.4.7.2 CALL ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND EACH AREA AFFECTED; DATE ALL ENTRIES. 1.4.7.3 IN THE EVENT OF OVERLAPPING CHANGES, USE A DIFFERENT COLOR FOR SUBSEQUENT CHANGES, SO THAT THE FINAL CONSTRUCTION IS EVIDENT. 1.4.8 SCHEMATIC CONVERSION DATA: 1.4.8.1 SHOW ON THE JOB SET OF RECORD DRAWINGS, BY DIMENSION, ACCURATE TO WITHIN ONE INCH, THE LOCATION OF EACH RUN OF UNDERGROUND CONDUIT, PIPE, ETC. CLEARLY IDENTIFY EACH ITEM BY ACCURATE NOTE SUCH AS "PVC. DRAIN", "GAL. WATER", AND THE LIKE. CLEARLY NOTE THE DEPTH OF EACH RUN BENEATH THE FINISHED FLOOR. 1.4.8.2 CALL ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND EACH AREA AFFECTED. 1.5. FINAL PROJECT RECORD DOCUMENTS 1.5.1 OBTAIN BASE DRAWINGS FOR FINAL RECORD DOCUMENTS: AT A TIME NEARING THE COMPLETION OF THE WORK, SECURE FROM THE ARCHITECT AT NO CHARGE TO THE CONTRACTOR ONE COMPLETE SET OF CONTRACT DOCUMENT DRAWINGS. 1.5.2 APPROVAL OF RECORDED DATA PRIOR TO TRANSFER: FOLLOWING RECEIPT OF THE SET OF BASE DRAWINGS OF THE FINAL RECORD DOCUMENTS, AND PRIOR TO THE START OF TRANSFER OF DATA FROM THE JOB SET TO THE FINAL RECORD DOCUMENTS, SECURE THE REVIEW AND APPROVAL OF ALL RECORDED DATA BY PUBLIX' REPRESENTATIVE. MAKE ALL REQUIRED REVISIONS TO THE JOB SET. 1.5.3 AFTER APPROVAL, CAREFULLY TRANSFER CHANGE DATA AND SCHEMATIC CONVERSION DATA SHOWN ON THE JOB SET OF RECORD DRAWINGS TO THE CORRESPONDING SHEETS, CALLING ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND THE AFFECTED AREA. DATES OF CHANGES ARE NOT REQUIRED. USE PROPER MEDIA TO ASSURE LONGEVITY AND CLEAR REPRODUCTION. 2. PRODUCTS NOT USED 3. EXECUTION NOT USED END OF SECTION 01 78 39 SECTION 05 12 00 STRUCTURAL STEEL FRAMING V05202015 1. GENERAL 1.1. SCOPE OF WORK 1.1.1 FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY AND INCIDENTAL TO COMPLETE INSTALLATION OF STRUCTURAL STEEL WORK INDICATED, IMPLIED ON CONTRACT DRAWINGS, OR AS SPECIFIED. 1.1.2 THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES REGARDING INSTALLATION OF ASSOCIATED WORK AS NEEDED TO SUPPORT HVAC UNITS, FANS, AND OTHER ROOFTOP EQUIPMENT, ROOF PENETRATION FRAMES FOR PLUMBING, AND OTHER ITEMS REQUIRING SUPPORT FROM THE STEEL STRUCTURE. 1.2. QUALIFICATIONS: 1.2.1 FABRICATOR: NOT LESS THAN 5 YEARS EXPERIENCE IN FABRICATION OF STRUCTURAL STEEL FOR PROJECTS OF SIMILAR SCOPE. 1.2.2 STEEL ERECTOR: NOT LESS THAN 5 YEARS EXPERIENCE IN THE ERECTION OF STRUCTURAL STEEL STRUCTURES OF SIMILAR MAGNITUDE OF THE PROPOSED STRUCTURE. 1.3. REFERENCES: THE FOLLOWING SPECIFICATIONS, CODES AND STANDARDS OF CURRENT ISSUE (HEREAFTER REFERRED TO BY ACRONYM OR ALPHA/NUMERIC DESIGNATION ONLY) FORM A PART OF THIS SPECIFICATION: 1.3.1 THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: 1.3.1.1 AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 1.3.1.2 AISC "CODE OF STANDARD PRACTICE". 1.3.1.3 "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", APPROVED BY THE RESEARCH COUNCIL ON RIVET AND BOLTED STRUCTURAL JOINTS. 1.3.1.4 AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 1.3.1.4.1 PARAGRAPH 4.2.1 OF THE ABOVE CODE IS HEREBY MODIFIED BY THE DELETION OF THE FOLLOWING SENTENCE: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY CONNECTIONS DESIGNED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 1.3.2 AMERICAN WELDING SOCIETY: 1.3.2.1 AWS, "STRUCTURAL WELDING CODE" 1.3.2.2 AWS, "WELDING SYMBOLS" 1.3.2.3 AWS, "GAS METAL -ARC WELDING WITH CO2 SHIELDING" 1.3.2.4 AWS, "NON-DESTRUCTIVE TESTING SYMBOLS" 1.3.3 AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) 1.3.3.1 A6, "GENERAL REQUIREMENTS OF DELIVERY" 1.3.3.2 A325, H.S. BOLTS 1.4. SUBMITTALS 1.4.1 PROVIDE SUBMITTALS IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.4.2 SHOP DRAWINGS AND STEEL REPORTS: AT LEAST TWO WEEKS PRIOR TO STEEL FABRICATION, SUBMIT SHOP DRAWINGS, PREPARED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER, TOGETHER WITH COPIES OF THE METALLURGICAL TEST REPORTS (MILL REPORTS), PURCHASE ORDERS FOR ALL STEEL, AND OTHER DATA TO SHOW COMPLIANCE WITH SPECIFICATIONS. 1.4.3 INDICATE ALL SHOP ERECTION DETAILS, INCLUDING CUTS, COPES CONNECTIONS, HOLES, BOLTS, WELDS, AND PREPARATION REQUIRED, SUCH AS BEVELS, TESTING AND BACKUP BARS. INDICATE ALL WELDS, BOTH SHOP AND FIELD, BY AWS "WELDING SYMBOLS", A2.0, LATEST EDITION. 2. PRODUCTS 2.1. MATERIALS 2.1.1 ALL MATERIAL SHALL BE NEW, CLEAN, AND FREE FROM SCALE OR RUST. CONFORM TO APPLICABLE ASTM DESIGNATIONS AS DESCRIBED IN THE MOST CURRENT AISC SPECIFICATIONS. 2.1.2 STEEL BEAMS: ASTM A992, FY=50 KSI. 2.1.3 STEEL TUBE COLUMNS: HSS SHALL BE ASTM A500, GRADE B, FY=46 KSI. 2.1.4 ROUND PIPE COLUMNS: ASTM A53, GRADE B, FY=35 KSI. 2.1.5 STEEL PLATES, CHANNELS, BARS AND ANGLES: ASTM A36 2.1.6 BOLTS 2.1.6.1 STRUCTURAL BOLTS: ASTM A325, TYPE 1 2.1.6.2 "TWIST -OFF" TYPE TENSION CONTROL BOLT ASSEMBLIES: ASTM F1852 LEJEUNE TENSION CONTROL BOLTS. 2.1.7 ARC WELDING ELECTRODES: E70 SERIES. 2.1.8 GROUT: NON-METALLIC SHRINK -RESISTANT, COMPLYING WITH U.S.A. CORPS. OF ENGINEERS CRD-C-621 AND CRD-C-588. NS GROUT, EUCLID CHEMICAL COMPANY CRYSTEX, L&M CONSTRUCTION CHEMICALS MASTERFLOW 713, MASTER BUILDERS FIVE STAR GROUT, U.S. GROUT CORP. PROPAK, PROTEX INDUSTRIES, INC. CONSTRUCTION GROUT, BASF VIBROPRUF NO. 11, LAMBERT CORP. 2.1.9 PRIMER: MANUFACTURER'S STANDARD SHOP PRIMER, UNLESS OTHERWISE NOTED. 3. EXECUTION 3.1. DESIGN AND FABRICATION OF STRUCTURAL AND MISCELLANEOUS STEEL 3.1.1 IN GENERAL, AISC SPECIFICATION SHALL BE FOLLOWED. 3.1.2 IN GENERAL, ALL SHOP AND FIELD CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC, UNLESS OTHERWISE INDICATED. 3.1.3 ALL CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE FULL STRENGTH OF THE BEAM SECTION SHEAR. ALL ERECTION BOLTS SHALL BE SET UP -RIGHT AND LEFT IN PLACE. BOLTED CONNECTIONS CARRYING STRESS SHALL HAVE WASHERS UNDER ALL NUTS, AND FULL GRIP WITH NUTS TORQUED TIGHT AS REQUIRED, CONFORMING TO "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS". 3.1.4 BOLTS SHALL HAVE FULL SHANKS EXTENDED THROUGH CONNECTING MEMBERS. 3.1.5 SHEARING AND CLIPPING SHALL BE NEATLY AND ACCURATELY DONE. NO COLUMN SPLICES ARE PERMITTED. NO SPLICES ARE PERMITTED IN BEAMS, EXCEPT FOR FIELD CONNECTIONS INDICATED. 3.1.6 ALL BOLT HOLES ARE TO BE ACCURATELY DRILLED OR PUNCHED PERPENDICULAR TO METAL SURFACE. THE PIECES FORMING ONE BUILT MEMBER SHALL BE STRAIGHT AND FIT CLOSELY TOGETHER, ESPECIALLY WHERE OPEN TO VIEW. IN COMPRESSION JOINTS, DEPENDING ON CONTACT BEARING, THE SURFACES SHALL BE TRULY FACED, SO AS TO HAVE EVEN BEARING AFTER ADJOINING MEMBERS ARE ALIGNED AND SET UP COMPLETE. CONTINUOUS MEMBERS SHALL HAVE POSITIVE, FULL CONNECTIONS. 3.1.7 DO NOT FLAME -CUT OR ENLARGE HOLES BY BURNING. 3.1.8 FABRICATE AND ASSEMBLE STRUCTURAL STEEL IN SHOP TO GREATEST EXTENT POSSIBLE. 3.2. ALL MILLED SURFACES SHALL BE PROTECTED WITH A COATING OF HEAVY OIL OR GREASE. 3.3. PROVIDE ALL ANCHOR BOLTS AND PLATES AT ALL STEEL COLUMNS OF A SIZE AS SHOWN OR DETAILED ON THE STRUCTURAL DRAWINGS, OR AS REQUIRED FOR MAXIMUM LOAD OF COLUMNS, PER AISC. 3.4. WELDING: 3.4.1 IN GENERAL, ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS PRESCRIBED BY THE AMERICAN WELDING SOCIETY AS AMENDED TO DATE. 3.4.2 WELDING SHALL BE PERFORMED BY WELDERS CURRENTLY QUALIFIED UNDER AWS STANDARD QUALIFICATION PROCEDURES TO PERFORM THE TYPE OF WORK REQUIRED. PROOF OF CURRENT AWS CERTIFICATION OF PERSONNEL SHALL BE AVAILABLE AT THE FABRICATION SHOP AND AT THE JOB SITE AT ALL TIMES. 3.5. SHOP PAINTING: ALL STEEL WORK SHALL BE THOROUGHLY CLEANED OF ALL LOOSE MILL SCALE, RUST, AND FOREIGN MATTER AS DIRECTED IN SSPC-SP #3 SPECIFICATION FOR POWER TOOL CLEANING, AND GIVEN ONE COAT OF PRIMER. PRIMER SHALL BE WELL WORKED INTO ALL JOINTS. PRIME ONLY WHEN SURFACE METAL IS DRY AND GREASE FREE. COMPLY WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC)-3. THICKNESS OF COATINGS SHALL BE 2.5 MIL. 3.6. MISCELLANEOUS STEEL 3.6.1 PIPE RAILINGS: 1-1/2" DIAMETER STANDARD PIPE; ALL WELDED CONNECTIONS. ALL PIPE RAILING SHALL BE GALVANIZED AFTER FABRICATION. 3.6.2 FURNISH AND INSTALL ALL HANGERS AND CHANNELS FOR CURTAIN WALLS. 3.7. FURNISH THE FOLLOWING ITEMS FOR INSTALLATION BY PROPER TRADES. 3.8. INSTALLATIONCHANNEL DOOR FRAMES; CORNER GUARDS; 6" PIPE COLUMNS FOR DOOR AND DOWNSPOUT GUARDS; TRAFFIC POST3.8.1 STEEL ERECTION GENERAL: THIS SHALL INCLUDE THE ERECTION OF ALL STRUCTURAL STEEL, STEEL JOIST GIRDERS AND JOISTS, MISCELLANEOUS STEEL, ETC. AS CALLED FOR ON THE DRAWINGS AND AS SPECIFIED. MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL WITHIN AISC'S "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 3.8.2 PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER SUPPORTS DURING ERECTION TO KEEP STRUCTURAL STEEL SECURE, PLUMB, AND IN ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS. REMOVE TEMPORARY SUPPORTS WHEN PERMANENT STRUCTURAL STEEL, CONNECTIONS, AND BRACING ARE IN PLACE, UNLESS OTHERWISE INDICATED. 3.8.3 SET STRUCTURAL STEEL ACCURATELY IN LOCATIONS AND TO ELEVATIONS INDICATED AND ACCORDING TO AISC SPECIFICATIONS REFERENCED IN THIS SECTION. 3.8.4 BASE AND BEARING PLATES: CLEAN CONCRETE AND MASONRY BEARING SURFACES TO REMOVE DELETERIOUS MATERIALS AND ROUGHEN SURFACES PRIOR TO SETTING BASE AND BEARING PLATES. CLEAN BOTTOM SURFACE OF BASE AND BEARING PLATES. 3.8.4.1 SET BASE AND BEARING PLATES FOR STRUCTURAL MEMBERS ON WEDGES, SHIMS, OR SETTING BOLTS AS REQUIRED. 3.8.4.2 TIGHTEN ANCHOR BOLTS AFTER SUPPORTED MEMBERS HAVE BEEN POSITIONED AND PLUMBED. DO NOT REMOVE WEDGES OR SHIMS BUT, IF PROTRUDING, CUT OFF FLUSH WITH EDGE OF BASE OR BEARING PLATE PRIOR TO PACKING WITH GROUT. 3.8.4.3 PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND PLATES SO NO VOIDS REMAIN. FINISH EXPOSED SURFACES. PROTECT INSTALLED MATERIALS AND ALLOW TO CURE. 3.8.4.4 COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR PROPRIETARY GROUT MATERIALS. 3.8.5 ALIGN AND ADJUST VARIOUS MEMBERS FORMING PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. BEFORE ASSEMBLY, COMPLETE BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT CONTACT. PERFORM NECESSARY ADJUSTMENTS TO COMPENSATE FOR DISCREPANCIES IN ELEVATION AND ALIGNMENT. 3.8.6 LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE. 3.8.7 INSTALL AND TIGHTEN HIGH -STRENGTH BOLTS ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS. 3.8.8 WELD CONNECTIONS: COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELD WORK. 3.8.9 COMPLY WITH AISC SPECIFICATIONS REFERENCED IN THIS SECTION FOR BEARING, ADEQUACY OF TEMPORARY CONNECTIONS, ALIGNMENT, AND REMOVAL OF PAINT ON SURFACES ADJACENT TO FIELD WELDS. 3.8.10 TOUCH UP WELD SPOTS AND ABRASIONS AFTER ERECTION WITH PRIMER SPECIFIED FOR SHOP PRIMING. SURFACES SHALL BE CLEAN AND DRY BEFORE PAINTING. 3.9. FIELD QUALITY CONTROL 3.9.1 NO FIELD CUTTING OR FABRICATION WILL BE PERMITTED WITHOUT WRITTEN APPROVAL OF PUBLIX' STRUCTURAL ENGINEER. 3.9.2 TESTING AGENCY: CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING AND INSPECTION AGENCY TO PERFORM FIELD INSPECTIONS AND TESTS AND TO PREPARE TEST REPORTS. AA� a/ N ­1C. 00 � (= CD 0 U N I � +-� M O�O� zft N� C4.0 0 � � O .� IO `O U a � I- � 0 N , �� -9 O Q-I 4-I i 12 u Wv 0 0 _ a: a ..J W g 9 (D5 _ • 4 CL to 0 WO 0 � Q u _J O U .� 0 N Q m N Z W > � Z F- N w 0 w ai v W C) O ~p O o a_ U . VJ W e �N I..L Q Q Nm I.L < d W F-� C? O , co d W � M U U- X w MJ ■ mZ r�W 0 Z w M J U qql- CN t- 4t U) Z O C2 G O ) Of (V 0 2 I' a-� W m cM M N o W O 0 LL M XJ m z-JJ J� 0m _ a W W a_ tiN x `r° C W cp w Lo * , . a ; W a-tom' O r �� �_�•._ to J •* rn 0 N J M N J r__ m m 0) U) i� . J 8 Lu rn O o z M N U CCo N W � z V 14 N w o � � a o o 0 oo� 2019 Hawkins Construction, Inc. llll - sue.- '_.i�F 1' ['1. r`,�ri 1� ?: k_ _1�s L I _tr: �{� ?f' :� �t'M1f 5," �+ _ A CONTINUATION OF SECTION 05 12 00 3.9.3 TESTING AGENCY WILL CONDUCT AND INTERPRET TEST AND STATE IN EACH REPORT WHETHER TESTED WORK COMPLIES WITH OR DEVIATES FROM THE REQUIREMENTS. 3.10. CORRECT DEFICIENCIES IN OR REMOVE AND REPLACE STRUCTURAL STEEL THAT INSPECTIONS AND TEST REPORTS INDICATE DO NOT COMPLY WITH SPECIFIED REQUIREMENTS. 3.11. ADDITIONAL TESTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE OF CORRECTED WORK WITH SPECIFIED REQUIREMENTS. 3.12. FIELD BOLTED CONNECTIONS WILL BE TESTED AND INSPECTED ACCORDING TO RCSC'S "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS". 3.12.1 FOR BOLTS INDICATED AS "SNUG TIGHT", INSPECT TO VERIFY THAT CONNECTED ELEMENTS ARE IN DIRECT CONTACT. 3.12.2 INSPECTION WILL BE REQUIRED OF A RANDOM SELECTION OF TEN PERCENT OF ALL HIGH STRENGTH SHOP AND FIELD BOLTING. TO BE ACCEPTABLE 95 PERCENT OF ALL BOLTS TESTED SHALL MEET DESIGN TENSION. IF THE BOLTING FAILS TO MEET THIS REQUIREMENT, BOLTS SHALL BE REWORKED BY THE CONTRACTOR AND ADDITIONAL TESTS OF 50 PERCENT OF ALL BOLTS SHALL BE MADE UNTIL THE ABOVE REQUIREMENTS ARE MET. 3.12.3 FIELD -WELDED CONNECTIONS WILL BE INSPECTED BY A TESTING LABORATORY WHO WILL PERFORM VISUAL INSPECTIONS OF A MINIMUM OF 100 PERCENT OF WELDS. 3.12.4 FOR FIELD -WELDED CONNECTIONS THAT FAIL VISUAL INSPECTION, FIELD -WELDED CONNECTIONS WILL BE INSPECTED AND TESTED ACCORDING TO AWS D1.1 AND THE INSPECTION PROCEDURES LISTED BELOW: 3.12.4.1 RADIOGRAPHIC INSPECTION: ASTM E 94 AND ASTM E 142; MINIMUM QUALITY LEVEL; "2-2T". 3.13. CONTRACTOR SHALL COORDINATE ERECTION AND INSPECTIONS TO FACILITATE CONSTRUCTION. 3.14. NOTIFY PUBLIX THREE (3) DAYS IN ADVANCE OF TIME STRUCTURE WILL BE READY FOR INSPECTION. END OF SECTION 05 12 00 SECTION 05 21 00 STEEL JOIST FRAMING V11282011 IN CORRECTING WELDING WORK. 3.2.5 BOLT JOISTS, WHERE INDICATED, TO SUPPORTING STEEL FRAMEWORK USING CARBON -STEEL BOLTS, UNLESS OTHERWISE INDICATED. 3.2.6 INSTALL AND CONNECT BRIDGING CONCURRENTLY WITH JOIST ERECTION, BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF BRIDGING T P N TTOM CHOR S WHERE TERMINATING AT WALLS OR BEAMS. LINES A TO A D BO D 3.3. FIELD QUALITY CONTROL 3.3.1 NO FIELD CUTTING OR FABRICATION WILL BE PERMITTED WITHOUT WRITTEN APPROVAL OF PUBLIX' STRUCTURAL ENGINEER. 3.3.2 TESTING AGENCY: A QUALIFIED INDEPENDENT TESTING AGENCY EMPLOYED AND PAID BY CONTRACTOR SHALL PERFORM FIELD QUALITY CONTROL TESTING. 3.3.3 TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO OWNER AND ENGINEER. 3.3.4 TESTING AND VERIFICATION PROCEDURES WILL BE REQUIRED OF HIGH STRENGTH BOLTED CONNECTIONS AND FIELDS. 3.3.5 BOLTED CONNECTIONS WILL BE VISUALLY INSPECTED. 3.3.6 HIGH -STRENGTH, FIELD -BOLTED CONNECTIONS WILL BE TESTED AND VERIFIED ACCORDING TO PROCEDURES IN RCSC'S "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR ASTM A 490 BOLTS". 3.3.7 FIELD WELDS WILL BE SUBJECT TO INSPECTION REQUIREMENTS OF SECTION 05120 "STRUCTURAL STEEL". 3.4. REPAIRS AND PROTECTION 3.4.1 CORRECT DEFICIENCIES IN WORK THAT INSPECTION AND TEST REPORTS HAVE INDICATED ARE NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS PROVIDED THAT THE CORRECTION METHOD DOES NOT CONFLICT WITH OTHER PROVISIONS OF THESE SPECIFICATIONS. 3.4.2 ADDITIONAL TESTING WILL BE PERFORMED TO DETERMINE COMPLIANCE OF CORRECTED WORK WITH SPECIFIED REQUIREMENTS. END OF SECTION 05 21 00 SECTION 05 30 00 METAL DECKING V11282011 1. GENERAL 1. GENERAL 1.1. SCOPE OF WORK: 1.1. SCOPE OF WORK: 1.1.1 STEEL DECK AND RELATED ACCESSORIES FOR THE PUBLIX BOX SHALL BE 1.1.1 STEEL JOISTS AND RELATED ACCESSORIES FOR THE PUBLIX BOX SHALL BE ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY ENGINEERED AND FABRICATED BY NUCOR/VULCRAFT AND WILL BE PROVIDED BY PUBLIX. DECKING PROVIDED DOES NOT INCLUDE RETAIL OR FACADE PUBLIX. JOISTS PROVIDED DO NOT INCLUDE RETAIL OR FACADE STRUCTURES, STRUCTURES, EXCEPT WHEN FACADE DRAWINGS ARE ON PUBLIX TITLE BLOCK. EXCEPT WHEN FACADE DRAWINGS ARE ON PUBLIX TITLE BLOCK. 1.1.2 GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH 1.1.2 GENERAL CONTRACTOR AND STEEL FABRICATOR TO COORDINATE WITH VULCRAFT SHOP DRAWINGS WHICH WILL BE AVAILABLE FROM VULCRAFT AFTER VULCRAFT SHOP DRAWINGS FOR ALL CONNECTIONS. SHOP DRAWINGS WILL BE THE STORE HAS BEEN AWARDED. AVAILABLE FROM VULCRAFT AFTER THE STORE HAS BEEN AWARDED. 1.1.3 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE 1.1.3 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE DECK DELIVERY DATE WITH VULCRAFT (CONTACT: SEE BELOW). GENERAL JOIST DELIVERY DATE WITH VULCRAFT (CONTACT: SEE BELOW). GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING CONTRACTOR IS ALSO RESPONSIBLE FOR UNLOADING DELIVERY AND COVERING MATERIALS AT THE JOB SITE. THE GENERAL CONTRACTOR IS RESPONSIBLE MATERIALS AT THE JOB SITE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE. FOR ALL MATERIALS AFTER DELIVERY TO THE JOB SITE. ROBERT WESLEY ROBERT WESLEY NATIONAL ACCOUNT MANAGER NATIONAL ACCOUNT MANAGER NUCOR-VULCRAFT GROUP NUCOR-VULCRAFT GROUP 6230 SHILOH RD., SUITE 140 6230 SHILOH RD., SUITE 140 ALPHARETTA, GA 30005 ALPHARETTA, GA 30005 PHONE: 678.965.6667 PHONE: 678.965.6667 FAX: 678.965.6929 FAX: 678.965.6929 EMAIL: RWESLEY®VULCRAFT-AL.COM EMAIL: RWESLEYOVULCRAFT-AL.COM 1.1.4 THE DECK SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE 1.1.4 THE JOISTS SHALL NOT SIT ON THE SITE FOR MORE THAN 10 DAYS BEFORE BEING ERECTED. ERECTION. 1.2. SUBMITTALS: 1.2. SUBMITTALS 1.2.1 CONFORM TO REQUIREMENTS OF SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.2.1 SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 01 33 00 S ITTA PR C DURES. SHOP DRAWINGS SHALL SHOW LAYOUT MARK UBM L 0 E 1.2.2 PRODUCT DATA: FOR EACH TYPE OF DECKING, ACCESSORY AND NUMBER, TYPE, LOCATION, AND SPACING OF JOISTS. INCLUDE JOINING AND MECHANICAL FASTENERS (IF USED), SUBMIT MANUFACTURER'S SPECIFICATIONS ANCHORAGE DETAILS, BRACING, BRIDGING, ACCESSORIES, SPLICE AND CONNECTION DETAILS, AND ATTACHMENTS TO OTHER UNITS OF WORK. AND OTHER DATA NEEDED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. 1.3. QUALITY ASSURANCE 1.2.3 SHOP DRAWINGS: SUBMIT DETAILED DRAWINGS SHOWING LAYOUT AND TYPES 1.3.1 MANUFACTURER QUALIFICATIONS: ENGAGE A FIRM EXPERIENCED IN OF DECK PANELS, ANCHORAGE DETAILS, AND CONDITIONS REQUIRING CLOSURE MANUFACTURING JOISTS SIMILAR TO THOSE INDICATED FOR THIS PROJECT, AND THAT PANELS, SUPPLEMENTARY FRAMING, SUMP PANS, CANT STRIPS, CUT OPENINGS, HAVE A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. THE JOIST SPECIAL JOINTING OR OTHER ACCESSORIES. MANUFACTURER MUST ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO PREPARE DESIGN CALCULATIONS, SHOP DRAWINGS AND OTHER STRUCTURAL DATA FOR STEEL 1.2.4 INSTALLATION INSTRUCTIONS: SUBMIT MANUFACTURER'S RECOMMENDED JOISTS. INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ENGINEER, SHALL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL 1.3.2 SJI DESIGN STANDARD: COMPLY WITH RECOMMENDATIONS OF SJI'S "STANDARD INSTALLATION PROCEDURES USED ON THE WORK. SPECIFICATIONS LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS", APPLICABLE TO TYPES OF JOISTS INDICATED. 1.2.5 WHEN THE MATERIALS OF THIS SECTION ARE USED AS PART OF AN ASSEMBLY INDICATED ON THE DRAWINGS IN WHICH FIRE -RESISTIVE 1.3.3 WELDING STANDARDS: COMPLY WITH APPLICABLE PROVISIONS OF AWS D1.3 CONSTRUCTION RATINGS ARE REQUIRED, SUBMIT EVIDENCE OF APPROVAL BY "STRUCTURAL UNDERWRITERS' LABORATORIES, INC. AND THE LOCAL AUTHORITY HAVING WELDING CODE --SHEET STEEL". JURISDICTION. 1.3.3.1 CERTIFY THAT EACH WELDER HAS SATISFACTORILY PASSED AWS 1.2.6 INSURANCE CERTIFICATION: ASSIST OWNER IN PREPARATION AND SUBMITTAL OF QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND, IF PERTINENT, ROOF HAS UNDERGONE RECERTIFICATION. AND EXTENDED COVERAGE INSURANCE. 1.4. DELIVERY, STORAGE, AND HANDLING 1.3. QUALITY ASSURANCE: 1.4.1 DELIVER, STORE, AND HANDLE JOISTS AS RECOMMENDED IN SJI'S 1.3.1 CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE FOLLOWING "SPECIFICATIONS". CODES AND STANDARDS, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED: 1.4.2 PROTECT JOISTS FROM CORROSION, DEFORMATION, AND OTHER DAMAGE DURING DELIVERY, STORAGE AND HANDLING. 1.3.1.1 AISC "SPECIFICATION FOR THE DESIGN OF LIGHT GAGE COLD -FORMED STEEL 2. PRODUCTS STRUCTURAL MEMBERS". 2.1. MATERIALS 1.3.1.2 AWS "STRUCTURAL WELDING CODE- STEEL", AND "STRUCTURAL WELDING CODE-SHEETSTEEL". 2.1.1 STEEL: COMPLY WITH REQUIREMENTS OF SJI'S "SPECIFICATIONS" FOR CHORD AND WEB SECTION MATERIAL. 1.3.1.3 SDI "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS". 2.1.2 CARBON -STEEL BOLTS AND THREADED FASTENERS: ASTM A 307, GRADE 1.3.2 QUALIFICATIONS OF FIELD WELDING: QUALIFY WELDING PROCESSES A (ASTM F568, PROPERTY CLASS 4.6), CARBONSTEEL, HEX -HEADED BOLTS AND WELDING OPERATORS IN ACCORDANCE WITH AWS "STANDARD AND THREADED FASTENERS; CARBON -STEEL NUTS; AND FLAT, UNHARDENED QUALIFICATION PROCEDURE". ALSO FOLLOW REQUIREMENT OF DIVISION 5 STEEL WASHERS. SECTION 3.6 "WELDING" OF THIS SPECIFICATION. 2.1.2.1 FINISH: PLAIN, UNCOATED 1.3.2.1 WELDED DECKING IN PLACE IS SUBJECT TO INSPECTION AND TESTING. EXPENSE 2.1.3 HIGH -STRENGTH BOLTS AND NUTS: ASTM A 325, TYPE 1, HEAVY HEX OF REMOVING AND REPLACING PORTIONS OF DECKING FOR TESTING STEEL STRUCTURAL BOLTS, HEAVY HEX CARBON -STEEL NUTS, AND HARDENED PURPOSES WILL BE BORNE BY OWNER IF WELDS ARE FOUND TO BE CARBON -STEEL WASHERS. UNSATISFACTORY. REMOVE WORK FOUND TO BE DEFECTIVE AND REPLACE WITH NEW ACCEPTABLE WORK. 2.1.3.1 FINISH: PLAIN, UNCOATED 1.3.3 FM LISTING: PROVIDE METAL ROOF DECK UNITS WHICH HAVE BEEN 2.1.4 WELDING ELECTRODES: COMPLY WITH AWS STANDARDS. EVALUATED BY FACTORY MUTUAL SYSTEM AND ARE LISTED IN "FACTORY MUTUAL APPROVAL GUIDE" FOR "CLASS I" FIRE RATED CONSTRUCTION. 2.1.5 PRIMER: MANUFACTURER'S STANDARD SHOP PRIMER UNLESS OTHERWISE INDICATED. 1.4. MANUFACTURER: 2.2. STEEL JOISTS 1.4.1 ALL ROOF DECKING SHALL BE THE PRODUCT OF A SINGLE N F T R • A FLOOR DECKING SHAL BE THE PRODUCT OF A SINGLE MA U AC U ER, LL L 2.2.1 MANUFACTURER JOISTS ACCORDING TO SJI'S "SPECIFICATIONS", WITH MANUFACTURER. STEEL ANGLE TOP AND BOTTOM CHORD MEMBERS, OF JOIST TYPES, END ARRANGEMENTS, AND TOP CHORD ARRANGEMENTS INDICATED. 1.4.2 MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. 2.2.2 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SHOP WELDING, APPEARANCE, QUALITY WELDS, AND METHODS USED IN CORRECTING WELDING WORK. 2. PRODUCTS: 2.2.3 EXTEND TOP CHORD OF JOISTS WITH SJI TYPE STOP CHORD EXTENSIONS 2.1. ROOF DECK (AND ROOFTOP EQUIPMENT ROOM FLOOR DECKING) WHERE INDICATED, COMPLYING WITH SJI'S "SPECIFICATIONS" AND LOAD TABLES. 2.1.1 PROVIDE MINIMUM 22 GAUGE SDI TYPE "B" DECK (1 1/2 IN.), CAPABLE OF SUPPORTING UNIFORMLY DISTRIBUTED LIVE AND DEAD LOAD OF 50 PSF 2.2.4 EXTEND BEARING ENDS OF JOISTS WITH SJI TYPE R EXTENDED ENDS OVER 6'-O" CLEAR SPAN, WITH DEFLECTION LIMITED TO 1 /240 OF THE WHERE INDICATED, COMPLYING WITH SJI'S "SPECIFICATIONS" AND LOAD SPAN. SEE DESIGN DOCUMENTS FOR MINIMUM GAUGE REQUIREMENTS. TABLES. 2.2.5 CAMBER K-SERIES STEEL JOISTS ACCORDING TO SJI'S "SPECIFICATIONS". 2.1.2 PROVIDE GALVANIZED, BOTTOM PRIME -PAINTED DECK. PRIOR TO PAINTING, THE GALVANIZED STEEL SHALL BE CHEMICALLY CLEANED AND PRE-TREATED IN ACCORDANCE WITH PRIME -PAINT MANUFACTURER'S RECOMMENDATIONS. 2.2.6 EQUIP BEARING ENDS OF JOISTS WITH MANUFACTURE'S STANDARD PRIME PAINT SHALL BE WATER -BORNE, RUST INHIBITIVE, RECOMMENDED BY BEVELED ENDS OR SLOPED SHOES WHEN JOIST SLOPE EXCEEDS 1 /4 INCH IN MANUFACTURER FOR USE OVER GALVANIZED STEEL, COMPATIBLE WITH 12 INCHES (1:48). SPECIFIED FIELD APPLIED FINISH COATS, COLOR: GRAY. 2.3. JOIST ACCESSORIES 2.1.2.1 PRIMER: MANUFACTURER'S STANDARD PRIMER, UNLESS NOTED OTHERWISE. 2.3.1 BRIDGING: PROVIDE BRIDGING ANCHORS AND NUMBER OF ROWS OF 2.1.2.2 STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, G-60. HORIZONTAL OR DIAGONAL BRIDGING OF MATERIAL, SIZE, AND TYPE REQUIRED BY SJI'S "SPECIFICATIONS" FOR TYPE OF JOIST, CHORD SIZE, SPACING, AND 2.1.2.3 FOR DADE AND BROWARD COUNTY, FL: ZINC COATING SHALL BE G-90, VENTED SPAN. 2.3.2 STEEL BEARING PLATES WITH INTEGRAL ANCHORAGES ARE SPECIFIED IN THE 2.2. FLOOR DECK STRUCTURAL 2.2.1 PROVIDE MINIMUM 28 GAUGE SDI TYPE "C" DECK (9/16 INCH). SEE SECTION OF THE PUBLIX CONSTRUCTION DOCUMENTS. DESIGN DOCUMENTS FOR ADDITIONAL DESIGN REQUIREMENTS. 2.3.3 SUPPLY MISCELLANEOUS ACCESSORIES, INCLUDING SPLICE PLATES AND BOLTS REQUIRED BY THE JOIST MANUFACTURER TO COMPLETE THE JOIST 2.2.2 STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY, G-60. DECK INSTALLATION. SHALL HAVE OVERLAPPED SIDE JOINTS AND SPAN AT LEAST 3 SUPPORTS. 2.4. SHOP PAINTING 3. EXECUTION 2.4.1 APPLY ONE SHOP COAT OF PRIMER TO JOIST AND JOIST ACCESSORIES TO BE PRIMED TO PROVIDE A CONTINUOUS, DRY PAINT FILM THICKNESS OF NOT LESS THAN 1 MIL (0.025MM). 3.1. INSPECTION 3.1.1 INSTALLER SHALL EXAMINE AREAS AND CONDITIONS UNDER WHICH METAL 3. EXECUTION DECKING IS TO BE INSTALLED AND NOTIFY CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF WORK. DO 3.1. INSPECTION NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER. 3.1.1 EXAMINE SUPPORTING SUBSTRATES, EMBEDDED BEARING PLATES, AND ABUTTING STRUCTURAL FRAMING, WITH INSTALLER PRESENT, FOR COMPLIANCE 3.2. INSTALLATION WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF JOISTS. DO NOT PROCEED WITH INSTALLATION 3.2.1 GENERAL: INSTALL DECK UNITS AND ACCESSORIES IN ACCORDANCE WITH UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. MANUFACTURER'S RECOMMENDATIONS, CURRENT SPECIFICATIONS AND COMMENTARY OF SDI, AND FINAL SHOP DRAWINGS, AND AS SPECIFIED 3.2. INSTALLATION HEREIN. 3.2.1 DO NOT INSTALL JOISTS UNTIL SUPPORTING CONSTRUCTION IS IN PLACE AND 3.2.1.1 PLACE DECK UNITS ON SUPPORTING STEEL FRAMEWORK AND ADJUST TO SECURED. FINAL POSITION WITH ENDS ACCURATELY ALIGNED AND BEARING ON SUPPORTING MEMBERS BEFORE PERMANENTLY FASTENED. DO NOT STRETCH OR CONTRACT SIDE LAP INTERLOCKS.3.2.1.2PLACE DECK UNITS FLAT AND 3.2.2 COMPLY WITH OSHA REQUIREMENTS FOR STEEL JOIST ERECTION. SQUARE, SECURED TO ADJACENT FRAMING WITHOUT WARP OR DEFLECTION.3.2.1.3PROVIDE ADDITIONAL REINFORCEMENT AND CLOSURE 3.2.3 INSTALL JOISTS AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE; PIECES AT OPENINGS AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING, SECURELY FASTEN TO SUPPORTING CONSTRUCTION ACCORDING TOM SJI'S AND SUPPORT OF OTHER WORK.3.2.1.4CUTTING AND FITTING: CUT AND "SPECIFICATIONS", JOIST MANUFACTURER'S RECOMMENDATIONS, THE NEATLY FIT DECKUNITS AND ACCESSORIES AROUND OTHER WORK PROJECTING REQUIREMENTS OF THIS SECTION, AND THE STRUCTURAL SECTION OF PUBLIX THROUGH OR ADJACENT TO THE DECKING, AS SHOWN.3.3.FASTENING ROOF CONSTRUCTION DOCUMENTS". DECK PANELS:3.3.1 FASTEN ROOF DECK PANELS TO STEEL SUPPORTING MEMBERS BY ARC SPOT (PUDDLE) WELDS OF NOT LESS THAN 3.2.3.1 SPACE, ADJUST, AND ALIGN JOISTS ACCURATELY IN LOCATION 5/8" DIAMETER. USE WELDING WASHERS WHERE RECOMMENDED BY DECK BEFORE PERMANENTLY FASTENING. MANUFACTURER. 3.2.3.2 INSTALL TEMPORARY BRACING AND BRIDGING, CONNECTIONS, AND ANCHORS TO ENSURE JOISTS ARE STABILIZED DURING CONSTRUCTION. 3.3.1.1 WELD SPACING: SPACE AND LOCATE WELDS AS INDICATED IN THE STRUCTURAL SECTION OF THE PUBLIX CONSTRUCTION DOCUMENTS. 3.2.4 FIELD WELD JOISTS TO SUPPORTING STEEL FRAMEWORK AND STEEL BEARING PLATES. 3.3.1.2 SIDE LAP AND PERIMETER EDGE FASTENING: FASTEN SIDE LAPS AND PERIMETER COORDINATE WELDING SEQUENCE AND PROCEDURE WITH PLACING OF JOISTS. EDGES OF PANELS BETWEEN SUPPORTS, AT INTERVALS INDICATED IN THE STRUCTURAL 3.2.4.1 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SECTION OF THE WELDING, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED PUBLIX CONSTRUCTION DOCUMENTS. MECHANICALLY FASTEN WITH SELF -DRILLING NO. 10 DIAMETER OR LARGER CARBON STEEL SCREWS, UNLESS OTHERWISE INDICATED IN THE PUBLIX CONSTRUCTION DOCUMENTS. 3.3.1.3 END BEARING: INSTALL DECK ENDS OVER SUPPORTING FRAMING WITH A MINIMUM END BEARING OF 1-1 /2 INCHES, WITH END JOINTS LAPPED 2 INCHES MINIMUM, OR AS PER SDI. 3.3.2 COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR MANUAL SHIELDED METAL ARC WELDING, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELDING WORK. 3.3.3 MECHANICAL FASTENERS MAY BE USED IN LIEU OF WELDING TO FASTEN DECK. INSTALL ACCORDING TO DECK MANUFACTURER'S INSTRUCTIONS. SUBMIT FASTENER DATA FOR APPROVAL. IF APPROVED, ENGINEER WILL DETERMINE FASTENER SPACING. 3.3.4 MISCELLANEOUS ROOF DECK ACCESSORIES: INSTALL RIDGE AND VALLEY PLATES, FINISH STRIPS, COVER PLATES, END CLOSURES, AND REINFORCING CHANNELS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. WELD TO SUBSTRATE TO PROVIDE A COMPLETE DECK INSTALLATION. 3.4. MECHANICAL FASTENING ROOF DECK PANELS (ALTERNATE TO WELDING) 3.4.1 POWDER DRIVEN AND PNEUMATIC FASTENERS: FASTENERS SHALL HAVE KNURLED SHANK; MINIMUM 1/2" DIAMETER STEEL WASHER; ELECTROPLATED ZINC CONFORMING TO ASTM B633, SC.1, TYPE II; MEET SDI DESIGN REQUIREMENTS; FM APPROVAL. 3.4.1.1 ACCEPTABLE FASTENERS FOR BAR JOISTS (1/8" MINIMUM THICKNESS TO 3/8" MAXIMUM THICKNESS) INCLUDE HILTI ENP2K-20-L15, X-EDNI9-THQ12 HSN OR X- EDNK22 THQ12 HSN 3.4.1.2 ACCEPTABLE FASTENER FOR STRUCTURAL STEEL (1/4" THICKNESS AND GREATER) IS HILTI ENPH2-21-L15 3.4.2 USE OF POWDER ACTUATED TOOLS SHALL ONLY BE BY A QUALIFIED OPERATOR, TRAINED AND LICENSED BY THE TOOL MANUFACTURER IN ACCORDANCE WITH THE MANUFACTURER'S AND OSHA REQUIREMENTS. 3.4.3 INSTALL FASTENERS TO STEEL MEMBERS AS INDICATED BELOW: 3.4.3.1 FOR ENPH2-21-L15 FASTENERS TO SECURE ROOF DECK TO STRUCTURAL STEEL MEMBERS USING HILTI POWDER ACTUATED TOOLS DX-750 OR DXA70R. 3.4.3.2 FOR ENP2K-20-L15 FASTENERS TO SECURE ROOF DECK TO BAR JOISTS USING HILTI POWDER ACTUATED TOOLS DX-750 3.4.3.3 FOR X-EDNI9-THQ12 HSN OR X-EDNK22 TH012 HSN FASTENERS TO SECURE ROOF DECK TO BAR JOISTS USING HILTI PNEUMATIC TOOL R4X12 OR THE HILTI POWDER ACTUATED TOOLS DX-36M OR DX-A41 SM. 3.4.3.4 THE NAILHEAD STAND OFF SHALL BE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND VERIFIED WITH AN INSPECTION GAUGE. THE POWER LEVEL SHALL BE DETERMINED BY JOBSITE TESTING. 3.4.3.5 INSTALLATION OF FASTENERS SHALL BE IN ACCORDANCE TO DESIGN REQUIREMENTS AND INSTALLED BY AN OPERATOR TRAINED AND LICENSED BY THE MANUFACTURER. 3.4.3.6 POWDER ACTUATED TOOLS SHALL BE LOW VELOCITY, PISTON PRINCIPLE, ADJUSTABLE. 3.5. FIELD QUALITY CONTROL 3.5.1 TESTING AGENCY 3.5.2 A QUALIFIED INDEPENDENT TESTING AGENCY EMPLOYED AND PAID BY THE CONTRACTOR WILL PERFORM FIELD QUALITY -CONTROL TESTING. 3.5.3 FIELD WELDS WILL BE SUBJECT TO INSPECTION REQUIREMENTS OF SECTION 05120, "STRUCTURAL STEEL". 3.5.4 DECK ATTACHMENT PATTERN WILL BE SUBJECT TO INSPECTION. 3.5.5 TESTING AGENCY WILL REPORT TEST RESULTS PROMPTLY AND IN WRITING TO OWNER AND ENGINEER. 3.5.6 REMOVE AND REPLACE WORK THAT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. 3.5.7 ADDITIONAL TESTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE WITH SPECIFIED REQUIREMENTS. 3.6. REPAIRS AND PROTECTION 3.6.1 TOUCHUP PAINTING: WIRE BRUSH, CLEAN AND PAINT SCARRED AREAS, WELDS, AND RUST SPOTS ON BOTH SURFACES OF INSTALLED DECK PANELS. 3.6.2 PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS TO ENSURE STEEL DECKING IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. END OF SECTION 05 30 00 SECTION 06 00 00 WOODS, PLASTICS AND COMPOSITES V12202016 1. GENERAL 1.1. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.2. SCOPE OF WORK: SEE DRAWINGS INCLUDING PLANS, ROOM SCHEDULES AND DETAILS FOR MATERIALS, ATTACHMENT METHODS, ETC. FRAME FOR ALL CONCRETE BEAMS, SLABS, ETC. PROVIDE ALL WOOD FURRING, BLOCKING, AND TRIM REQUIRED. 2. PRODUCTS 2.1. GENERAL: 2.1.1 BLOCKING: PROVIDE ALL WOOD BLOCKING AND BACKING AS REQUIRED FOR THE PROPER INSTALLATION OF PLUMBING AND FIXTURES, CABINETS, MISCELLANEOUS ACCESSORIES, ETC. BLOCK BETWEEN STUDS AT JOINTS BUTTING TWO PIECES OF PLYWOOD OR OTHER MATERIAL. 2.1.2 INTERIOR PARTITIONS: STEEL STUDS. SEE SECTION 09 29 00 GYPSUM BOARD. 2.2. WOOD SPECIES, GRADING: 2.2.1 WOOD FOR THERMAL BREAKS IN SLABS: #2 SOUTHERN PINE, KD19, MOISTURE RESISTANT PRESSURE TREATED AS DESCRIBED BELOW. 2.2.2 INTERIOR EXPOSED WOOD TRIM: C-SELECT GRADE SPF-S. BASE SHALL BE 1 X 4 (NOM.) WITH 45 DEGREE SANITARY CUT TOP. 2.2.3 OTHER LUMBER: WHERE APPEARANCE IS NOT A FACTOR, CONSTRUCTION GRADE SPF-S, KD19. 2.3. PLYWOOD: EXCEPT AS OTHERWISE SPECIFIED OR PROVIDED, SHALL CONFORM TO REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION, EXTERIOR GRADES GROUP 1, FIR AC. SHEATHING GRADE PLYWOOD SHALL BE FIR OR PINE, 4 PLY, EXTERIOR GLUE. 2.4. PRESSURE TREATED WOOD: 2.4.1 WOOD IN CONTACT WITH CONCRETE OR MASONRY, IN THE ROOFING SYSTEM, AS BLOCKING FOR STOREFRONT OPENINGS OR AT OTHER LOCATIONS WHERE NECESSARY SHALL BE PRESSURE TREATED. 2.4.2 PROVIDE WOOD PRESSURE TREATED FOR ABOVE -GROUND USE PER AWPA STANDARDS P5 AND C2 OR C9, CHROMATED COPPER ARSENATE TYPE C ("WOLMANIZED", OSMOSE "CCA-C", HOOVER "CCA", ETC.), 0.25 PCF. 2.4.3 SALTS RETENTION: 2.4.3.1 WOOD FOR THERMAL BREAKS IN SLABS: 0.60 LB/CUFT MINIMUM, AWPA C22. 2.4.3.2 ALL OTHER LOCATIONS: 0.40 LB/CUFT MINIMUM, AWPA C2. 2.5. FIRE RETARDANT WOOD TREATMENT: 2.5.1 ALL WOOD MATERIAL SHALL BE FIRE RETARDANT TREATED. 2.5.2 PRESSURE TREAT WOOD WITH FIRE RETARDANT MATERIAL WHICH HAS BEEN TESTED AND PROVEN TO MEET AWPA STANDARDS C20 AND C27 FOR TYPE A USE. 2.5.4 KILN DRY TO MOISTURE OF 19% OR LESS FOR LUMBER AND 15% OR LESS FOR PLYWOOD. 2.5.5 INTERIOR EXPOSED PLYWOOD: TREATED AND LABELED TO MEET ASTM E84 STANDARDS FOR CLASS C INTERIOR FINISH, KILN DRIED AFTER TREATMENT. 2.5.6 USE GALVANIZED FASTENERS FOR FIRE RETARDANT TREATED WOOD. 2.5.7 APPROVED TREATMENT: CHEMICAL SPECIALTIES, INC. - "D-BLAZE" HICKSON CORPORATION - DRI-CON" HOOVER TREATED WOOD PRODUCTS, INC. - "PYRO-GUARD" 2.6. WOOD CASED OPENINGS: FRAME WITH NOMINAL 2 X 4 FRAME, SPECIES, GRADE AS ABOVE. WRAP WITH STAINLESS STEEL. 2.7. ACRYLIC/POLYESTER RESIN SOLID SURFACING MATERIAL: 2.7.1 PROVIDE MATERIAL AND MANUFACTURER'S STANDARD SEAMLESS JOINT KIT. COLOR: MANUFACTURER'S STANDARD COLOR TO MATCH CORIAN "DUSK." 2.7.2 ACCEPTABLE PRODUCTS: DUPONT "CORIAN" INTERNATIONAL PAPER, NEVAMAR DIVISION "FOUNTAINHEAD" RALPH WILSON PLASTICS CO. "GIBRALTAR" FORMICA CORPORATION "SURELL" 2.7.3 RESTROOM LAVATORIES: DUPONT "CORIAN" - MODEL 810 BOWL WITH INTEGRATED SINKTOP, "ARCTIC WHITE" 2.8. ACROVYN WALL PROTECTION 2. .1 F RNISH AND INSTALL ACROVYN CORNER GUARD SYSTEMS IN MODELS 8 U , SIZES AND QUANTITIES AS DETAILED ON THE DRAWINGS, AND AS MANUFACTURED BY AND PER THE NATIONAL PURCHASING AGREEMENT BETWEEN GRAND ENTRANCE A MEMBER OF C/S GROUP OF COMPANIES, GAITHERSBURG MD. AND PUBLIX SUPERMARKETS INC. CONTACT SANDRA GERGELY OF GRAND ENTRANCE AT (888-424-6287). 2.8.2 "O.40" HIGH IMPACT SHEETING. 2.8.2.1 ACROVYN HIGH IMPACT SHEETING SHALL BE 0.40" THICK RIGID VINYL/ACRYLIC. 2.8.2.2 PROVIDE IN SHEETS 3'X 10' OR 3' X 8' WITH "PEBBLETTE" TEXTURE. 2.8.2.3 PATTERNS AND COLORS ARE LISTED ON DRAWINGS. 2.8.3 SCR-50 CRASH RAIL 2.8.3.1 ACROVYN SURFACE MOUNTED SCR-50 CRASH RAIL CONSITEING OF CONTINUOUS ALUMINUM RETAINER INCLUDING AN INTEGRAL SHOCK ABSORBING CUSHION WITH A SNAP ON ACROVYN COVER. 2.8.3.2 ACROVYN MATERIAL SHALL BE HIGH IMPACT ACRLYIC/VINYL WITH "PEBBLETTE" TEXTURE FINISH. 2.8.3.3 ACROVYN COVER TO FLEX UPON IMPACT FOR SHOCK ABSORPTION. 2.8.3.4 CRASH RAIL TO BE 5" HIGH WITH 1-1/16" NOMINAL DEPTH. 2.8.3.5 PROVIDE COLOR MATCHED ENDCAPS, OUTSIDE CORNERS AND ATTACHMENT HARDWARE. 2.8.3.6 COLOR AND PATTERN TO BE LISTED ON DRAWINGS. 2.8.3.7 FOLLOW ALL MANUFACTURER'S INSTRUCTIONS REGARDING THE INSTALLATION OF ACROVYN PROTECTIVE SHEETS AND CRASH RAILS. 2.9. STAINLESS STEEL: 2.9.1 COVERS FOR COLUMNS AS INDICATED, COVERS FOR HEAD AND JAMB OF DOORS AND CASED OPENINGS AS SCHEDULED AND DETAILED, AND WALL FINISH AT ALL GREASE HOODS, AS INDICATED AND A MINIMUM OF FLOOR -TO -CEILING, BEHIND AND 18 IN. ON EITHER SIDE OF HOODS. 2.9.2 STAINLESS STEEL: 18 GAUGE, TYPE 304 WITH NUMBER THREE POLISH. 2.10. COOLER ARMOR: WHERE INDICATED, PROVIDE COOLER ARMOR FORMED AS SHOWN FROM 14 GAUGE (MINIMUM) STEEL SHEET, FORMING STEEL TYPE B, ASTM A653, COATING DESIGNATION G90 (NORMAL SPANGLE), NOT CHEMICALLY TREATED, OILED. 2.11. FIBERGLASS REINFORCED POLYESTER PANELS: AS SCHEDULED AND AS INDICATED ON DRAWINGS. 2.11.1 PANELS 3/32" THICK, 48" WIDE, EXTENDING FULL ROOM HEIGHT (NO HORIZONTAL JOINTS WILL BE ACCEPTED) OR, WHERE INDICATED ON DRAWINGS, USE 48 IN. COIL FOR INSTALLATION AS A WAINSCOT. 2.11.2 PROVIDE MATERIALS BEARING U.L. LABEL INDICATING COMPLIANCE WITH ASTM E84 STANDARDS FOR CLASS A INTERIOR FINISH. 2.11.3 PROVIDE JUNCTION MOLDING FOR ALL INSIDE AND OUTSIDE CORNERS AS REQUIRED. LAYOUT INSTALLATION SO A MINIMUM OF 16" PANEL WIDTH IS MAINTAINED. 2.11.4 ACCEPTABLE PRODUCT: "STRUCTOGLAS FRFR", SEQUENTIA (CRANE COMPOSITES) "STANDARD FRP", MARLITE "FIRE-X GLASBORD (FX)", KEMLITE (CRANE COMPOSITES) "GLASLINER FRP", GLASTEEL "PANOLAM FRP", PANOLAM INDUSTRIES 2.11.5 ADHESIVE: USE A NON -SHRINKING, WATERPROOF MASTIC ADHESIVE. 2.11.5.1 ACCEPTABLE PRODUCTS: TITEBOND, "SOLVENT -BASED FRP ADHESIVE" TACC, "T216 PANEL ADHESIVE" CHEM LINK, "DURATEX" 3M, "SCOTCH -GRIP CONSTRUCTION MASTIC 4323" 2.12. ROUGH HARDWARE: NAILS, CASE HARDENED NAILS, SPIKES, SCREWS, BOLTS, AND SIMILAR ITEMS SHALL BE OF SIZES AND TYPES TO RIGIDLY SECURE MEMBERS IN PLACE. USE GALVANIZED NAILS THROUGHOUT THE JOB, EXCEPT IN FORMWORK THAT WILL BE REMOVED. 3. EXECUTION 3.1. GENERAL: 3.1.1 CAREFULLY LAY OUT, CUT, FIT AND SECURELY ERECT ALL FRAMING AND ALL OTHER ITEMS OF CARPENTRY. ADEQUATE AND SUBSTANTIAL FURRING, BLOCKING, GROUNDS, AND SUPPORTS PROPERLY ANCHORED, SHALL BE PROVIDED FOR ALL PANELING, TRIM ETC. 3.1.2 AT ALL PLYWOOD EDGES, THERE SHALL BE EITHER A VERTICAL STUD OR HORIZONTAL BACKING TO NAIL INTO. 3.2. ANCHORAGE: ALL WOOD FRAMING MEMBERS IN CONTACT WITH STEEL, CONCRETE OR MASONRY SHALL BE SECURELY ANCHORED AT NOT OVER 48" INTERVALS OR AS SHOWN ON THE DRAWINGS. PROVIDE ANCHORS, BOLTS, AND OTHER ITEMS NECESSARY FOR ATTACHING MISCELLANEOUS EQUIPMENT, ALL TO BE INSTALLED AS THE WORK PROGRESSES. 3.3. GROUNDS AND NAILING STRIPS: FURNISH AND SET DRESSED WOOD GROUNDS FOR ALL TRIM. CHECK FOR PERFECT ALIGNMENT WITH LONG STRAIGHT EDGE. 3.4. ALL WALLS SHALL BE FINISHED BEFORE ANY CEILING WORK IS DONE. WALLS SHALL BE INSTALLED AS SOON AS THE COOLER AND FREEZER ARE INSTALLED. 3.5. FIBERGLASS -REINFORCED POLYESTER PANELS: INSTALL PANELS VERTICALLY WITH "T" MOLD BETWEEN SHEETS AND INSIDE AND OUTSIDE CORNERS AS REQUIRED. INSTALL ADHESIVE BY EITHER TROWEL OR CAULK GUN. 3.6. STAINLESS STEEL: 3.6.1 SHEET: INSTALL WITH APPROVED NON -WATER -BASED CONTACT CEMENT. CUTTING OF ALL HOLES IN STEEL COVERED PANELS FOR ELECTRICAL AND PLUMBING OUTLETS SHALL BE BY APPROPRIATE TRADES, NEATLY AND ACCURATELY TO PRODUCE HIGH QUALITY APPEARANCE. 3.6.2 CLADDING FOR CASED OPENINGS, IMPACT DOOR FRAMES, ETC.: INSTALL WITH APPROPRIATELY SIZED COMPATIBLE STAINLESS STEEL SCREWS USING TORQUE LIMITING SCREWDRIVER. DO NOT OVER -TIGHTEN. 3.7. COOLER ARMOR: APPLY SHOP FORMED GALVANIZED SHEET STEEL ARMOR WHERE INDICATED ON THE DRAWINGS, USING SEX BOLTS AS SHOWN, SPACED 1'-O" O.C., TOP AND BOTTOM. APPLY SEALANT TOP AND BOTTOM. 3.8. SOLID SURFACING MATERIAL: WORK MATERIAL TO PRODUCE LINES AND FORMS AS SHOWN. WHERE HORIZONTAL SURFACES ABUT, WELD SHEETS TO FORM SEAMLESS JOINTS, INVISIBLE AS DEFINED BY MANUFACTURER OF SHEET MATERIAL, IMPERVIOUS TO PENETRATION AND STAINS. 3.9. PROT CTION: PANELING WOODWORK TRIM DOORS HARDWARE ETC. SHALL BE E , PROTECTED AFTER DELIVERY TO JOB AND AFTER INSTALLATION. END OF SECTION 06 00 00 SECTION 07 21 00 THERMAL INSULATION V02212011 1. GENERAL 1.1. THIS SECTION INCLUDES THE FOLLOWING: CONCEALED BUILDING INSULATION (REFRIGERATED CASE WALLS) UNDERSLAB INSULATION (FREEZERS) 1.2. RELATED SECTIONS INCLUDE THE FOLLOWING: 1.2.1 SECTION 04 20 00 UNIT MASONRY FOR INSULATION INSTALLED AS PART OF UNIT MASONRY CONSTRUCTION. 1.2.2 SECTION 07 51 00 BUILT-UP BITUMINOUS ROOFING FOR INSULATION INSTALLED AS PART OF ROOFING CONSTRUCTION. 1.3. SUBMITTALS: 1.3.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.3.2 NO PRODUCT SUBMITTALS ARE NEEDED. 1.4. QUALITY ASSURANCE 1.4.1 SOURCE LIMITATIONS: OBTAIN EACH TYPE OF BUILDING INSULATION THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. 1.5. DELIVERY, STORAGE AND HANDLING: 1.5.1 PROTECT INSULATION MATERIALS FROM PHYSICAL DAMAGE AND FROM DETERIORATION BY MOISTURE, SOILING AND OTHER SOURCES. STORE INSIDE AND IN A DRY LOCATION. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR HANDLING, STORING AND PROTECTING DURING INSTALLATION. 1.5.2 PROTECT PLASTIC INSULATION AS FOLLOWS: 1.5.2.1 DO NOT EXPOSE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY FOR PERIOD OF INSTALLATION AND CONCEALMENT. 1.5.2.2 PROTECT AGAINST IGNITION AT ALL TIMES. DO NOT DELIVER PLASTIC INSULATING MATERIALS TO PROJECT SITE BEFORE INSTALLATION TIME. 1.5.2.3 COMPLETE INSTALLATION AND CONCEALMENT AS RAPIDLY AS POSSIBLE IN EACH AREA OF CONSTRUCTION. 2. PRODUCTS 2.1. EXTRUDED -POLYSTYRENE BOARD INSULATION: 2.1.1 REFRIGERATED CASE WALL INSULATION: 1 1/2" THICK. 2.1.1.1 PRODUCTS: "STYROFOAM Z-MATE", DOW CHEMICAL COMPANY "FOAMULAR 250", OWENS CORNING "INSULPNK Z", OWENS CORNING "GREENGUARD SCOREBOARD INSULATION BOARD", PACTIV 2.1.2 FREEZER SUB -SLABS: 2" THICK, 24" WIDE BY 96" LONG. 2.1.2.1 PRODUCTS: "STYROFOAM FREEZERMATE", DOW CHEMICAL COMPANY "GREENGUARD CM INSULATION BOARD", PACTIV "FOAMULAR 250", OWENS CORNING 2.1.3 FOAMED -IN -PLACE INSULATION MATERIAL: 2.1.3.1 PROVIDE ASSEMBLY R=20. 2.1.3.2 COMPLIANT WITH VOC REGULATIONS. 2.1.3.3 FORMALDEHYDE OUT -GASSING LESS THAN 0.01 MILLIGRAM PER CUBIC METER WHEN MEASURED 28 DAYS OR MORE AFTER INSTALLATION. 2.1.3.4 SELF EXTINGUISHING OR NON-COMBUSTIBLE. 2.1.3.5 RRODUCTS: "CORE-FILL-500", TAILORED FOAM, INC. "R-501", POLYMASTER, INC. "THERMCO", THERMAL CORPORATION OF AMERICA "CORE -FOAM", CFIFOAM, INC. 3. EXECUTION 3.1. PREPARATION: 3.1.1 EXAMINE ALL SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITION COMPLIANCE PRIOR TO INSTALLATION. CORRECT ALL UNSATISFACTORY CONDITIONS BEFORE PROCEEDING. 3.2. INSTALLATION: 3.2.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. 3.2.2 INSTALL INSULATION THAT IS UNDAMAGED, DRY AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED AT ANY TIME TO ICE, RAIN AND SNOW. 3.2.3 EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE AREA TO BE INSULATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS THAT INTERFERE WITH PLACEMENT. 3.2.4 ADD SINGLE LAYER OF INSULATION UNITS TO PRODUCE THICKNESS INDICATED UNLESS MULTIPLE LAYERS ARE OTHERWISE SHOWN OR REQUIRED TO MAKE UP TOTAL THICKNESS. 3.2.5 ON HORIZONTAL SURFACES, LOOSELY LAY INSULATION UNITS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STAGGER END JOINTS AND TIGHTLY ABUT INSULATION UNITS. 3.2.6 APPLY INSULATION UNITS TO SUBSTRATES BY METHOD INDICATED, COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. IF NO SPECIFIC METHOD IS INDICATED, BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS. END OF SECTION 07 21 00 SECTION 07 21 29 SPRAYED POLYURETHANE INSULATION V07212017 1. GENERAL 1.1. THIS SECTION INCLUDES THE FOLLOWING: SPRAYED POLYURETHANE FOAM INSULATION 1.2. RELATED SECTIONS INCLUDE THE FOLLOWING: 1.2.1 SECTION 07 21 00 THERMAL INSULATION 1.2.2 SECTION 09 29 00 GYPSUM BOARD 1.3. REFERENCES: 1.3.1 ASTM C 518: STANDARD TEST METHOD FOR STEADY-STATE THERMAL TRANSMISSION PROPERTIES BY MEANS OF THE HEAT FLOW METER APPARATUS. 1.3.2 ASTM E 84: STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS 1.3.3 ASTM 96: STANDARD TEST METHOD FOR WATER VAPOR TRANSMISSION OF MATERIALS. 1.3.4 ASTM 283: STANDARD TEST METHOD FOR DETERMINING RATE OF AIR LEAKAGE THOUGH EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS UNDER SPECIFIED PRESSURE DIFFERENCES ACROSS THE SPECIMEN. 1.3.5 ASTM 1621: STANDARD TEST METHOD FOR APPARENT DENSITY OF RIGID REGULAR PLASTIC. 1.3.6 ASTM 1622: STANDARD TEST METHOD FOR APPARENT DENSITY OF RIGID REGULAR PLASTICS. 1.3.7 ASTM 119: COMPLIANT WITH STANDARD TEST METHOD FOR FIRE TEST OF BUILDING CONSTRUCTION AND MATERIALS. 1.3.8 NFPA 285: COMPLIANT WITH STANDARD METHOD OF TEST FOR THE EVALUATION OF FLAMMABILITY CHARACTERISTICS OF EXTERIOR NON -LOAD -BEARING WALL ASSEMBLIES CONTAINING COMBUSTIBLE COMPONENTS USING THE INTERMEDIATE -SCALE, MULTISTORY TEST APPARATUS. 1.4. SUBMITTALS: 1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.4.2 PRODUCT DATA MUST INCLUDE MANUFACTURES DATA SHEETS INCLUDING STORAGE, HANDLING INSTALLATION METHODS 1.5. QUALITY ASSURANCE: 1.5.1 INSTALLATIONS: SPRAY POLYURETHANE FOAM INSTALLER SHALL BE CERTIFIED TO USE THE SPRAY FOAM SELECTED BY MANUFACTURER OR OTHER AGENCY. 1.5.2 INSTALLER SHALL PROVIDE THE EQUIPMENT REQUIRED BY THE MANUFACTURER FOR PROPER INSTALLATION. 1.6. DELIVERY, STORAGE AND HANDLING: 1.6.1 STORAGE FOR CHEMICALS SHOULD BE BETWEEN 65 AND 80 DEGREES FOR PROPER PROCESSING THROUGH THE SPRAY EQUIPMENT. DO NOT ALLOW PRODUCT TO FREEZE. 1.6.2 PROTECT INSULATION MATERIALS FROM PHYSICAL DAMAGE AND FROM DETERIORATION BY MOISTURE, SOILING AND OTHER SOURCES. STORE INSIDE AND IN A DRY LOCATION. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR HANDLING, STORING AND PROTECTING DURING INSTALLATION. 1.6.2.1 DO NOT EXPOSE TO SUNLIGHT, EXCEPT TO EXTENT NECESSARY FOR PERIOD OF INSTALLATION AND CONCEALMENT. 1.6.2.2 PROTECT AGAINST IGNITION AT ALL TIMES. DO NOT DELIVER PLASTIC INSULATING MATERIALS TO PROJECT SITE BEFORE INSTALLATION TIME. 1.6.2.3 COMPLETE INSTALLATION AND CONCEALMENT AS RAPIDLY AS POSSIBLE IN EACH AREA OF CONSTRUCTION. 1.7. PHYSICAL PROPERTIES: 1.7.0.1 R-VALUE (ASTM C 518): 6.5 AT 1 INCH 13 AT 2 INCHES 19 AT 3 INCHES 22 AT 3.5 INCHES 1.7.0.2 FLAMMABILITY AT 4 INCHES (ASTM E 84): FLAME SPREAD INDEX:<25 SMOKE DEVELOPMENT: <450 1.7.0.3 WATER VAPOR TRANSMISSION (ASTM 96): 0.9 PERM PER 1.5 INCH 1.7.0.4 AIR PERMANENCE (ASTM 283): < 0.02 L S1 M1 2. PRODUCTS 2.1. SPRAY FOAM POLYURETHANE INSULATION 2.1.0.1 PRODUCTS: "BAYSEAL CCX, BAYER "MD-C-200", ICYNENE "TOUCH 'N SEAL", DAP PRODUCTS "HEATLOK SOY", DEMILEC 3. EXECUTION 3.1. EXAMINATION: 3.1.1 EXAMINE ALL SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITION COMPLIANCE PRIOR TO INSTALLATION. CORRECT ALL UNSATISFACTORY CONDITIONS BEFORE PROCEEDING. 3.2. INSTALLATION: 3.2.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. 3.2.2 PROCEED WITH SPRAY POLYURETHANE FOAM APPLICATION ONLY AFTER SUBSTRATE CONSTRUCTION, SUBSTRATE PENETRATION WORK, AND RELATED WELDING AND OTHER HOT WORK HAS BEEN COMPLETED. 3.2.3 APPLY INSULATION UNITS TO SUBSTRATES BY METHOD INDICATED, COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. END OF SECTION 07 21 29 SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING V04182018 1.1. THIS SECTION INCLUDES THE FOLLOWING: BUILT-UP ROOFING ROOFING INSULATION 1.2. RELATED SECTIONS INCLUDE THE FOLLOWING: 1.2.1 SECTION 07 60 00 FLASHING AND SHEET METAL. 1.2.2 SECTION 07 72 33 ROOF HATCHES. 1.3. SYSTEM DESCRIPTION: 1.3.1 WIND RESISTANCE: 1.3.1.1 COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.3.1.2 PUBLIX'S MINIMUM REQUIREMENT: FACTORY MUTUAL "CLASS 1-90" WIND RESISTANCE. 1.3.1.3 COMPLY WITH ALL OF THE REQUIREMENTS FOR A FACTORY MUTUAL APPROVED INSTALLATION, INCLUDING BUT NOT LIMITED TO ALL LOSS PREVENTION DATA SHEETS FOR ROOFING AND/OR THE WIND UPLIFT PRESSURES AS CALCULATED PER ASCE 7- 10 WHICH EVER IS THE MORE STRINGENT. 1.3.2 FIRE PERFORMANCE: 1.3.2.1 MINIMUM REQUIREMENT: UNDERWRITERS LABORATORIES "CLASS C". 1.3.2.2 FOR STORES LOCATED IN A FIRE DISTRICT PROVIDE UNDERWRITERS LABORATORIES "CLASS A". 1.3.3 MATERIALS USED SHALL BE LISTED IN THE LATEST EDITION OF THE FACTORY MUTUAL APPROVAL GUIDE. CATEGORIES ARE: MEMBRANE MATERIALS INSULATION INSULATION FASTENERS STRESS PLATES STEEL DECK OTHER MATERIALS WHERE APPLICABLE 1.4. SUBMITTALS: 1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. THIS IS TO INDICATE INSTALLER'S UNDERSTANDING OF THE SPECIFIED ROOFING SYSTEMS, AND THE QUALIFICATIONS REQUIRED OF THE ROOFER. 1.4.2 MATERIALS ON SITE: PROVIDE DOCUMENTS STATING THAT MATERIALS COMPLY WITH REQUIREMENTS, INCLUDING CERTIFICATES AND DELIVERY LOGS FOR BULK MATERIALS, AND RECORD ON FIELD TESTING FOR SOFTENING POINT, FLASH POINT, ETC, AND OTHER QUALITY CONTROL TESTING AS REQUIRED. 1.5. QUALITY ASSURANCE 1.5.1 INSTALLER (ROOFER): 1.5.1.1 A SINGLE INSTALLER (ROOFER) SHALL PERFORM THE WORK OF THIS SECTION, THE EXTENT OF WHICH IS DESCRIBED ABOVE. ROOFER SHALL BE A FIRM SPECIALIZING IN BUILT-UP ROOFING SYSTEM WORK FOR AT LEAST 5 YEARS, AND BE CAPABLE OF SHOWING SUCCESSFUL INSTALLATIONS SIMILAR TO THE WORK REQUIRED FOR THIS PROJECT. 1.5.1.2 THE INSTALLER SHALL BE ONE WHO IS APPROVED BY GAF/U.S. INTEC AS AN INSTALLER QUALIFIED TO PERFORM WORK ELIGIBLE FOR THE MANUFACTURER'S FIFTEEN YEAR NO DOLLAR LIMIT WARRANTY. 1.5.1.3 THE INSTALLER SHALL BE ONE OF THE ROOFING CONTRACTORS APPROVED BY THE PUBLIX ROOFING STEERING TEAM AT THE TIME OF BIDDING. CONTACT THE REGIONAL PUBLIX CONSTRUCTION MANAGER FOR THE CURRENT APPROVED LIST. 1.5.1.4 PROVIDE PRIMARY PRODUCTS, INCLUDING EACH TYPE OF ROOFING SHEET (FELT), BITUMEN, INSULATION, AND VAPOR FLOW RETARDER (IF ANY) PRODUCED OR PRIVATELY LABELED BY THE SAME SINGLE MANUFACTURER. 1.5.1.5 PROVIDE SECONDARY PRODUCTS WHICH ARE ACCEPTABLE TO MANUFACTURER OF PRIMARY PRODUCTS. 1.5.2 INSPECTIONS: 1.5.2.1 PUBLIX CONSTRUCTION FIELD SUPERVISORS WILL VISIT THE SITE PERIODICALLY. 1.5.2.2 NOTIFY ASR ASSOCIATES TEN DAYS BEFORE ANTICIPATED ROOF START. 1.5.2.3 ASR'S INSPECTORS SHALL MAKE A MINIMUM OF THREE INSPECTIONS PER JOB. ASR'S REPRESENTATIVE HAS FULL AUTHORITY TO STOP ROOFING WORK IF CONDITIONS ARE NOT IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS. 1.5.3 WARRANTY: 1.5.3.1 ALL WORK SHALL BE ACCOMPLISHED IN A MANNER TO BE ELIGIBLE FOR MANUFACTURER'S FIFTEEN YEAR NO -DOLLAR -LIMIT WARRANTY COVERAGE. 1.5.3.2 WHILE MANUFACTURER'S TWENTY YEAR -NO -DOLLAR LIMIT WARRANTY IS NOT USUALLY REQUIRED, IT MAY BE FOR SOME PROJE TS. THE OWNER D VELOPER MUST EXPRESS THEIR INTENT TO C / E OBTAIN THE ROOF WARRANTY PRIOR TO THE PRE- ROOFING CONFERENCE. 1.6. PRODUCT HANDLING 1.6.1 GENERAL: HANDLE AND STORE ROOFING SYSTEM PRODUCTS IN A MANNER WHICH WILL ENSURE NO POSSIBILITY OF SIGNIFICANT MOISTURE PICK-UP. STORE IN A DRY, WELL VENTILATED, WATER- PROOF PLACE. DO NOT LEAVE UNPROTECTED MATERIALS ON ROOF OVERNIGHT. STORE ROLLS OF FELT AND OTHER SHEET GOODS ON END. 1.6.2 WHEN MATERIALS ARE STORED OUTSIDE, THEY SHALL BE PLACED ON PLATFORMS THAT ARE RAISED OFF THE GROUND OR ROOF DECK, AND THEY SHALL BE COVERED WITH WATERPROOF COVERINGS. COVERINGS THAT ARE "BREATHABLE" (SUCH AS CANVAS) ARE PREFERRED. 1.6.3 ROOFING MATERIALS SHALL BE DELIVERED TO THE JOB SITE JUST PRIOR TO ROOF INSTALLATION WHEN POSSIBLE OR STORED IN CLOSED VANS. 1.6.4 ROOFING BITUMEN MAY BE STORED UNPROTECTED ON THE GROUND. HOWEVER, MOISTURE AND DIRT SHALL BE REMOVED FROM ROOFING BITUMEN BEFORE HEATING. 1.6.5 ROOF LOADING: DO NOT STORE MATERIALS ON ROOF DECKS, NOR POSITION ROOFING INSTALLATION EQUIPMENT ON ROOF DECKS, IN CONCENTRATIONS EXCEEDING DESIGN LIVE LOADING. 1.7. JOB CONDITIONS: 1.7.1 PRE -ROOFING CONFERENCE: 1.7.1.1 APPROXIMATELY FIVE WORKING DAYS PRIOR TO INSTALLATION OF ROOFING SYSTEM, MEET AT PROJECT SITE WITH INSTALLER (ROOFER), INSTALLERS OF SUBSTRATE CONSTRUCTION (DECKS)AND OTHER WORK ADJOINING ROOF SYSTEM INCLUDING PENETRATING WORK AND ROOF -TOP UNITS AND REPRESENTATIVES OF OTHER TRADES DIRECTLY CONCERNED WITH PERFORMANCE OF ROOFING SYSTEM, INCLUDING PUBLIX REPRESENTATIVE. 1.7.1.2 REVIEW REQUIREMENTS (CONTRACT DOCUMENTS), SUBMITTALS, STATUS OF COORDINATING WORK, AVAILABILITY OF MATERIALS AND INSTALLATION FACILITIES, PROPOSED INSTALLATION SCHEDULE, REQUIREMENTS FOR INSPECTIONS AND TESTING OR CERTIFICATIONS, PROPOSED INSTALLATION PROCEDURES. RECORD DISCUSSION INCLUDING AGREEMENT OR DISAGREEMENT ON MATTERS OF SIGNIFICANCE. 1.7.1.3 DISCUSS ROOFING SYSTEM PROTECTION REQUIREMENTS FOR CONSTRUCTION PERIOD EXTENDING BEYOND ROOFING INSTALLATION. 1.7.1.4 FURNISH MINUTES OF MEETING TO EACH PARTICIPANT. 1.7.2 WEATHER CONDITIONS: PROCEED WITH ROOFING SYSTEM INSTALLATION ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE FAVORABLE AND WILL ALLOW WORK TO PROCEED IN ACCORDANCE WITH REQUIREMENTS AND RECOMMENDATIONS OF MANUFACTURERS OF PRIMARY ROOFING SYSTEM MATERIALS. 1.8. TESTING BY PUBLIX REPRESENTATIVE 1.8.1 AFTER SUBSTANTIAL COMPLETION, THE PUBLIX CONSULTANT WILL CONDUCT TESTING TO DETERMINE WATERTIGHTNESS OF ALL ROOFING ASSEMBLIES. IF, IN THE OPINION OF THE CONSULTANT, THE MOISTURE CONTENT OF AN ASSEMBLY IS TOO HIGH, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL AFFECTED MATERIALS, AND TAKE ALL STEPS NECESSARY TO MAKE THE ASSEMBLY WATERTIGHT. 1.8.2 TEST WHEN AMBIENT HUMIDITY IS LESS THAN 90%. ASSEMBLY SHALL CONTAIN LESS THAN 8% MOISTURE BY WEIGHT. 2. PRODUCTS 2.1. ROOF INSULATION 2.1.1 MAIN ROOF: INSULATION SHALL BE 4" ENERGY GUARD POLYISOCYANURATE ROOF INSULATION (2 LAYERS, STAGGERED PATTERN). EXCEPTION: STORES IN CLIMATE ZONE 2 AND HIGHER SHALL RECEIVE MINIMUM 5" ENERGY GUARD POLYISOCYANURATE ROOF INSULATION (UP TO 6" ROOF INSULATION MAY BE REQUIRED DUE TO BUILDING'S ORIENTATION AND/OR CLIMATE ZONE). 2.1.2 OPEN DOCK CANOPY AND RISER ROOM: INSULATION SHALL BE 1.5" ENERGY GUARD POLYISOCYANURATE ROOF INSULATION. 2.2. ROOF INSULATION FASTENERS SHALL BE DRILL-TEC #14 PRE -ASSEMBLED FASTENERS WITH 3" METAL STRESS PLATES. LENGTH MUST BE SUFFICIENT TO PENETRATE TOP FLUTE OF METAL DECK BY 3/4". 2.3. BUILT-UP ROOF MEMBRANE MATERIALS 2.3.1 ROOF MEMBRANE (OVER STEEL DECK): THE FOLLOWING ARE THE APPROVED ROOFING MEMBRANES - ELIMINATOR, 3 PLY, TYPE IV (ASTM D-2178) FELTS, WHITE/LIGHT GRAY MINERAL -SURFACED POLYESTER REINFORCED SIBS MODIFIED BITUMEN CAP SHEET FULLY MOPPED WITH STEEP ASPHALT. GAF/U.S. INTEC SPEC #PRF - PP5TP - RI OR, FOR LOCATIONS REQUIRING A FIRE RATED CAP SHEET, #190 FR - PP5TP - RI. 2.3.2 THERE ARE NO EXCEPTIONS OR SUBSTITUTIONS FOR APPROVED MEMBRANE OR SPECIFICATIONS. 2.3.3 BITUMEN: STEEP ASPHALT COMPLYING WITH ASTM D-312-78, TYPE IV. 2.3.4 BASE FLASHING ADHESIVE: MATRIX 201. 2.3.5 BASE FLASHING (GRANULAR -SURFACED MODIFIED BITUMEN): SPECIFIED CAP SHEET 2.3.6 ASPHALTIC CONCRETE PRIMER: COMPLY WITH ASTM D-41 -78 ON ALL EXPOSED MASORY SURFACES ABOVE ROOF LINE. 2.3.7 PREFORMED EDGE STRIPS: RIGID ASPHALT IMPREGNATED ORGANIC FIBER INSULATION OR MOLDED PERLITE INSULATION, MOLDED TO FORM 3 1/2" X 3 1/2" X 45 DEGREE POLYISOCYANURATE CANT STRIPS AND TAPERED EDGE STRIPS AS SHOWN TO RECEIVE ROOFING PLY -SHEET COURSES AND LIFT EDGES ABOVE MAIN ROOFING SURFACE. 2.3.8 LEAD FLASHING: 2 1/2 LB. TO 4 LB. SHEET OF COMMON PIG LEAD. 2.3.9 SEALANTS: ONE PART GUN GRADE URETHANE SEALANT, ASTM C920, TYPE S, GRADE NS, CLASS 25, USE A: BOSTIK "CHEM-CALK" 900 PECORA "DYNATROL I" SONOLASTIC NP-1 GAF "MAJOR SEAL" 3. EXECUTION 3.1. INSPECTION OF SUBSTRATE 3.1.1 EXAMINE SUBSTRATE SURFACES TO RECEIVE BUILT-UP ROOFING SYSTEM AND ASSOCIATED WORK AND CONDITIONS UNDER WHICH ROOFING WILL BE INSTALLED. DO NOT PROCEED WITH ROOFING UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO ROOFER. 3.1.2 VERIFY THAT FLATNESS AND FASTENING OF METAL ROOF DECKS COMPLY WITH THE FOLLOWING: 3.1.2.1 DECK FASTENING IN STRICT ADHERENCE TO FASTENING PATTERNS INDICATED IN THE CONTRACT DOCUMENTS. 3.1.2.2 TOP FLANGES: NO CONCAVITY OR CONVEXITY IN EXCESS OF 1/16" ACROSS ANY 3 ADJACENT FLANGES. 3.1.2.3 SIDE LAPS: PROPERLY NESTED AND MECHANICALLY FASTENED. 3.1.2.4 END LAPS: MINIMUM 2" LAPS LOCATED OVER AND FASTENED TO SUPPORTS. 3.2. GENERAL INSTALLATION REQUIREMENTS: 3.2.1 SEQUENCING OF WORK: 3.2.1.1 COORDINATE THE INSTALLATION OF ALL BLOCKING AND GROUNDS REQUIRED FOR INSTALLATION OF ROOFING SYSTEM. INSURE THAT PROPER THICKNESS OF SOLID MATERIAL IS IN PLACE FOR USE. 3.2.1.2 WHERE WALL FINISHES ARE TO BE INSTALLED AFTER THE INSTALLATION OF ROOFING OR SHEET METAL MATERIALS, INSURE THAT PROPER MEASURES ARE TAKEN TO PROVIDE SOLID SUPPORT AT ALL EDGES. (EXAMPLE: WHEN PLASTER OR EIFS FINISH IS TO BE APPLIED AFTER INSTALLATION OF COPING CAP. 3.2.1.3 INSTALL INSULATION LAYERS WHEN STEEL DECK INSTALLATION HAS PROGRESSED TO A POINT WHICH WILL ALLOW UNINTERRUPTED ROOFING OPERATIONS. 3.2.1.4 DRY -IN THE BUILDING WITH PLY -SHEET ASSEMBLY USING TEMPORARY WATER CUT- OFFS AS NECESSARY. PROVIDE TEMPORARY DETAILS AT CURBS, IN -PLACE PENETRATIONS, PARAPETS, ROOF EDGES, AND OTHER LOCATIONS WHERE WATER INTRUSION MAY BE EXPECTED. 3.2.1.5 INSTALL ALL SHEET METAL EDGE TRIM, FLASHINGS, COPINGS, ETC. BEFORE INSTALLATION OF CAP SHEET. STRIP IN IMMEDIATELY. 3.2.1.6 REPAIR DAMAGE TO IN -PLACE PLY -SHEET ASSEMBLY AS NECESSARY AS SOON AFTER INSTALLATION OF SHEET METAL WORK AS POSSIBLE. CLEAN THOROUGHLY. NOTIFY MANUFACTURER FOR PRE -CAP SHEET INSPECTION. 3.2.1.7 INSTALL CAP SHEET OVER REPAIRED PLY -SHEET ASSEMBLY AS SOON AS POSSIBLE. USE TORCHES OR OTHER MEANS OF ASSURING TOTALLY DRY SURFACE AT TIME OF APPLICATION. 3.2.1.8 MAXIMUM ELAPSED TIME OF BARE PLY -SHEET ASSEMBLY EXPOSURE ALLOWED IS 30 DAYS. WHERE IT IS ANTICIPATED THAT CAP -SHEET INSTALLATION WILL BE DELAYED MORE THAN 30 DAYS, APPLY GLAZE COAT. 3.2.1.9 ALL MODIFIED BITUMEN FLASHING SHALL BE TERMINATED WITH ITS ASSOCIATED TWO PIECE COUNTER FLASHING IMMEDIATELY AFTER INSTALLATION. 3.2.2 COOPERATE WITH INSPECTION AND TEST AGENCIES ENGAGED OR REQUIRED TO PERFORM SERVICES IN CONNECTION WITH BUILT-UP ROOFING SYSTEM INSTALLATION. 3.2.3 PROTECT OTHER WORK FROM SPILLAGE OF BUILT-UP ROOFING MATERIALS, AND PREVENT LIQUID MATERIALS FROM ENTERING OR CLOGGING DRAINS AND CONDUCTORS. REPLACE/RESTORE OTHER WORK DAMAGED BY INSTALLATION OF BUILT-UP ROOFING SYSTEM WORK. 3.2.4 INSURANCE/CODE COMPLIANCE: 3.2.4.1 INSTALL BUILT-UP ROOFING SYSTEM FOR (AND TEST WHERE REQUIRED TO SHOW) COMPLIANCE WITH GOVERNING REGULATIONS AND WITH THE REQUIREMENTS OF PART 1 OF THIS SECTION. 3.2.4.2 PROVIDE ALL CONNECTORS, FASTENERS, ANCHOR STRAPS, AND OTHER ITEMS REQUIRED TO CONFORM TO INSURANCE REQUIREMENTS OF WIND -LOAD ZONE WHERE PROJECT IS LOCATED. 3.2.4.3 SECURE CURBS AND OTHER OWNER SUPPLIED ITEMS WHICH PENETRATE THE ROOF MEMBRANE TO THE STRUCTURE TO RESIST FORCES REQUIRED OF THE REST OF THE SYSTEM. 3.2.5 COORDINATE THE INSTALLATION OF INSULATION, ROOFING SHEETS, FLASHINGS, STRIPPING, COATINGS AND SURFACING, SO THAT INSULATION AND FELTS ARE NOT EXPOSED TO PRECIPITATION NOR EXPOSED OVERNIGHT. 3.2.6 PROVIDE CUT-OFFS AT END OF EACH DAY'S WORK, TO COVER EXPOSED FELTS AND INSULATION WITH A COURSE OF COATED FELT WITH JOINTS AND EDGES SEALED WITH ROOFING CEMENT. REMOVE CUT-OFFS IMMEDIATELY BEFORE RESUMING WORK. 3.2.7 ASPHALT BITUMEN HEATING: HEAT AND APPLY BITUMEN IN ACCORDANCE WITH EQUIVISCOUS TEMPERATURE METHOD ("EVT METHOD") AS RECOMMENDED BY NRCA. DO NOT RAISE TEMPERATURE ABOVE MINIMUM NORMAL FLUID -HOLDING TEMPERATURE NECESSARY TO ATTAIN EVT (+25 F OR +14 C, AT POINT OF APPLICATION) MORE THAN ONE HOUR PRIOR TO TIME OF APPLICATION. DISCARD BITUMEN WHICH HAS BEEN HELD AT TEMPERATURE EXCEEDING FINISHED BLOWING TEMPERATURE (FBT) FOR A PERIOD EXCEEDING 3 HOURS. DETERMINE FLASH POINT, FINISHED BLOWING TEMPERATURE AND EVT OF BITUMEN EITHER BY INFORMATION FROM BITUMEN PRODUCER OR BY SUITABLE TESTS, AND DETERMINE MAXIMUM FIRE -SAFE HANDLING TEMPERATURE AND DO NOT EXCEED THAT TEMPERATURE IN HEATING BITUMEN; BUT IN NO CASE HEAT BITUMEN TO A TEMPERATURE HIGHER THAN 25 F (14 C) BELOW FLASH POINT. 3.2.8 BITUMEN MOPPING WEIGHTS: FOR INTERPLY MOPPING, AND FOR OTHER MOPPING EXCEPT AS OTHERWISE INDICATED, APPLY BITUMEN AT AN AVERAGE RATE OF NOT LESS THAN 20 LBS. (+25% ON A TOTAL JOB AVERAGE BASIS) PER ROOF SQUARE. 3.2.9 GLAZE COAT (WHEN REQUIRED FOR DELAYED CAP -SHEET INSTALLATION LONGER THAN 30 DAYS): OVER PLY SHEET ASSEMBLY, APPLY GLAZE COAT AT A RATE OF 10-12 LBS. PER ROOF SQUARE. 3.2.10 SUBSTRATE JOINT PENETRATIONS: DO NOT ALLOW BITUMEN TO PENETRATE SUBSTRATE JOINTS AND ENTER BUILDING OR DAMAGE INSULATION. 3.2.11 AT END OF EACH DAYS ROOFING INSTALLATION, PROTECT EXPOSED EDGE OF INCOMPLETE WORK, INCLUDING PLY SHEETS AND INSULATION. 3.3. INSULATION INSTALLATION: 3.3.1 GENERAL: COMPLY WITH INSULATION MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS FOR THE HANDLING, INSTALLATION, AND BONDING TO SUBSTRATE OF INSULATION. 3.3.2 DO NOT APPLY HOT MATERIALS TO, OR REST HOT CONTAINERS ON INSULATION AT TEMPERATURES ABOVE THOSE RECOMMENDED BY INSULATION MANUFACTURERS. 3.3.3 CUT TO FIT TIGHTLY AND NEATLY AROUND ALL OBSTRUCTIONS AND ROOF PENETRATIONS. 3.3.4 LAY NO MORE INSULATION IN ONE DAY THAN CAN BE COVERED WITH ROOFING THAT SAME DAY. 3.3.5 USE TAPERED INSULATION TO PROVIDE CRICKETS ON THE UP -ROOF SIDE OF ALL CURBS OVER 2'-O" WIDE. 3.3.6 FM 1-90 ASSEMBLIES: THE FOAM INSULATION PANELS SHALL BE MECHANICALLY ATTACHED TO METAL DECK, THROUGH THE GYPSUM BOARD( IF PRESENT), WITH FACTORY MUTUAL AND U.L. APPROVED FASTENERS, WITH ITS JOINTS STAGGERED. SUBSEQUENT LAYER(S), IF REQUIRED, SHALL BE FULLY SET, WITH THEIR JOINTS STAGGERED, IN HOT ASPHALT AT A NOMINAL RATE OF NO LESS THAN 30 LBS. PER 100 SQ FT. UNLESS GOVERNING CODES OR REGULATIONS REQUIRE TOTAL MECHANICAL ATTACHMENT. ATTACHMENT SHALL BE IN ACCORDANCE WITH U.L., FM., AND MANUFACTURERS RECOMMENDATIONS. 3.3.7 FM 1-120 AND HIGHER ASSEMBLIES: THE FOAM INSULATION PANELS AND THE SUBSEQUENT LAYER(S) SHALL BE MECHANICALLY ATTACHED TO METAL DECK, THROUGH THE GYPSUM BOARD (IF PRESENT), WITH SPECIFIED FASTENERS. APPLY ALL LAYERS WITH JOINTS STAGGERED OVER LAYER BELOW. ATTACHMENT SHALL BE IN ACCORDANCE WITH U.L., FM., AND MANUFACTURERS RECOMMENDATIONS. ^' W 10 N C> O �N 00 U M O� O� zm "� 1 1 � � 0 t O `O a• U p* ro �\� %A -t ,' • k u �., �..�� `� c F!'4 O P. (� 4 " rn 0 CV Q N Z LLJ C) -, Z F- N w w v rn J v W (n 0 O O U w O w a 0 U -� v ) W N� of Q m m < d a- ~ OM OM M X U� X w J ? 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PROVIDE PREFORMED TAPERED EDGE STRIPS AT AREAS SHOWN ON DRAWINGS AS NEEDED TO DIVERT WATER. 3.4.4 INTER -PLY SHEETS: PROVIDE THE NUMBER AND TYPE(S) OF PLY SHEETS (FELTS) INDICATED, LAPPED (SHINGLED) AMOUNT AS REQUIRED TO FORM A CONTINUOUS, UNIFORM MEMBRANE WITH BITUMEN MOPPINGS BETWEEN SHEETS SO THAT PLY SHEET DOES NOT TOUCH PLY SHEET. EXTEND BUILT-UP ROOFING MEMBRANE TO 2" (NOMINAL) ABOVE TOP EDGE OF CANT STRIP AND TERMINATE. 3.4.5 ALL EDGE METAL SHALL BE INSTALLED BEFORE INSTALLATION OF CAP SHEET. BACKWATER LAPS ARE NOT ALLOWED. 3.4.6 INSTALL CAP SHEET IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.4.6.1 AT HEAD LAPS, CUT TEE JOINTS 45 DEGREES. ROUND EXPOSED CORNERS. 3.4.6.2 PROVIDE ADDITIONAL LAYER OF CAP SHEET AT DOORS OF MECHANICAL EQUIPMENT ROOMS AND AT ROOF HATCHES. 3.4.7 MEMBRANE FLASHINGS: 3.4.7.1 PROVIDE 2 PLY BASE FLASHING AT ALL ANGLE CHANGES CONSITING OF 1 PLY OF ASTM D-2178 TYPE IV GLASS FELT SET IN HOT MOPPING OF TYPE IV ASPHALT FOLLOWED BY 1 PLY OF SBS CAP SHEET (SAME MATERIAL AS ROOFING CAP SHEET) SET IN A CONTINUOUS TROWELING OF MATRIX 201. SIMILAR TO U.S. INTEC DETAIL SBS5. CORNERS ARE TO BE FLASHED PER DETAILS SBS 11 AND SBS 12 (FORMERLY FLEX3). 3.4.7.2 AT HORIZONTAL METAL FLANGES, I.E. GRAVEL GUARD MB, ELECTRICAL AND MECHANICAL METAL FLANGES, METAL IS TO BE PRIMED WITH A D-41 PRIMER AND SET IN A FULL BED OF MATRX 201. METAL FLANGES ARE TO BE FLASHED THE SAME DAY THEY ARE INSTALLED WITH 1 PLY OF INTEC/FLEX SMOOTH, 6" WIDER THAN THE FLANGE BEING FLASHED, SET IN A CONTINUOUS TROWELING OF MATRIX 201. 3.4.8 AT ALL LOCATIONS WHERE "BLEED -OUT' OF ASPHALT IS PRESENT, APPLY MINERAL GRANULES WHICH MATCH THE GRANULES OF THE CAP SHEET TO ACHIEVE 100% HIDING OF THE ASPHALT. APPLY GRANULES WHILE ASPHALT IS WARM ENOUGH TO ALLOW SOLID IMBEDMENT. 3.4.9 ALLOW FOR EXPANSION OF RUNNING METAL FLASHING AND EDGE TRIM WHICH ADJOINS ROOFING. 3.4.10 COUNTER FLASHINGS: COUNTER FLASHINGS, CAP FLASHINGS, EXPANSION JOINTS AND SIMILAR WORK SHALL BE COORDINATED WITH BUILT-UP ROOFING WORK. 3.4.11 SEAMS: RIVET AND SOLDER ALL JOINTS IN GUTTERS. OTHER JOINTS SHALL BE FORMED FOR BACK SPLICE PLATES AS REQUIRED. SEAL WITH URETHANE SEALANT. 1.1. PROTECTION OF ROOFING: 3.5.1 UPON COMPLETION OF ROOFING WORK (INCLUDING ASSOCIATED WORK) INSTALLER SHALL ADVISE CONTRACTOR OF RECOMMENDED PROCEDURES FOR SURVEILLANCE AND PROTECTION OF ROOFING DURING REMAINDER OF CONSTRUCTION PERIOD. 3.5.2 INSTALLER SHALL REPAIR OR REPLACE (AS REQUIRED) DETERIORATED OR DEFECTIVE WORK FOUND AT TIME OF FINAL INSPECTION. INSTALLER SHALL BE T R OFING WHICH ENGAGED BY CONTRACTOR TO REPAIR DAMAGES 0 0 OCCURRED SUBSEQUENT TO ROOFING INSTALLATION AND PRIOR TO FINAL INSPECTION. REPAIR OR REPLACE THE ROOFING AND ASSOCIATED WORK TO A CONDITION FREE OF DAMAGE AND DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. 1.2. CLEANING: 3.6.1 REMOVE BITUMINOUS MARKINGS FROM FINISHED SURFACES IN AREAS WHERE FINISHED SURFACES ARE SOILED BY BITUMEN OR ANY OTHER SOURCE OF SOILING CAUSED BY WORK OF THIS SECTION. CONSULT MANUFACTURER FOR RECOMMENDED CLEANING METHODS AND MATERIALS AND CONFORM TO THEIR ADVICE. 3.6.2 REMOVE FINISHED MATERIALS WHICH CANNOT SUCCESSFULLY BE CLEANED, AND REPLACE WITH NEW MATERIALS AT NO EXPENSE TO OWNER. END OF SECTION 07 51 00 SECTION 07 60 00 FLASHING AND SHEET METAL V02212011 1.1. SCOPE: THIS SECTION INCLUDES ALL SHEET METAL WORK, E.G. OVERFLOW SCUPPERS, GUTTER, DOWNSPOUTS, GRAVEL STOP, PARAPET COPING CAP AND COUNTER FLASHING. 1.2. RELATED SECTIONS INCLUDE THE FOLLOWING: 1.2.1 SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.2.2 SECTION 07 72 33 ROOF HATCHES. 1.3. ALL PENETRATION SEALS ARE PART OF THE WORK OF THIS SECTION WITH THE FOLLOWING EXCEPTIONS: 1.3.1 ALL AIR CONDITIONING AND VENTILATION DUCTS, HOOD AND DUCT COVERS IS WORK OF OTHER SECTIONS; FLASHING AND PENETRATION WATERPROOFING IS WORK OF THIS SECTION. 1.3.2 ALL FLASHINGS FOR PENETRATIONS THROUGH ROOF MEMBRANE, INSULATION, FLASHING OR OTHER ITEMS MAKING UP THE ROOF ASSEMBLY ARE WORK OF THIS SECTION. 1.3.3 ALL CURBS FOR HVAC EQUIPMENT, FANS, VENTS, AND FRESH AIR INTAKES WILL BE FURNISHED BY PUBLIX AND INSTALLED BY THE CONTRACTOR INSTALLING THIS EQUIPMENT. 1.3.4 INSTALL ALL LEAD FLASHING UNDER THIS SECTION. SUPPLY LEAD FLASHING UNDER THIS SECTION OR OTHER SECTION AS APPROPRIATE FOR JOB CONDITIONS. COOPERATE WITH ALL TRADES. 1.3.5 EQUIPMENT HOUSES LOCATED ON THE ROOF: ALL CURBS AND STRUCTURAL CONNECTIONS WILL BE PROVIDED AND SET WITH THE HOUSES. HOUSES WILL BE EQUIPPED WITH RECEIVERS FOR ROOFING WORK. PROVIDE FLASHING AND OTHER MEASURES TO RENDER THE INSTALLATIONS WATERTIGHT. 1.4. PAINTING: ALL PVC VENT PENETRATIONS WILL REQUIRE PAINTING FOR UV PROTECTION. 1.5. SUBMITTALS: 1.5.1 LETTER OF INTENT (L01): INFORMATION FOR THIS SECTION WILL BE SUBMITTED AS PART OF THE L01 FOR SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.5.2 SHOP DRAWINGS OF FLASHING DETAILS WILL ACCOMPANY THE SUBMITTAL PACKAGE FOR SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.5.3 MATERIALS ON SITE: PROVIDE DOCUMENTS STATING THAT MATERIALS COMPLY WITH REQUIREMENTS, INCLUDING CERTIFICATES AND DELIVERY LOGS FOR BULK MATERIALS, AND RECORD ON FIELD TESTING FOR SOFTENING POINT, FLASH POINT, EVT, AND OTHER QUALITY CONTROL TESTING AS REQUIRED. 1.6. QUALITY ASSURANCE 1.6.1 INSTALLER (ROOFER): 1.6.1.1 ALL WORK OF THIS SECTION SHALL BE BY THE APPROVED INSTALLER OF SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.6.1.2 PROVIDE PRODUCTS WHICH ARE ACCEPTABLE TO MANUFACTURER OF PRIMARY PRODUCTS. 1.7. PRODUCT HANDLING 1.7.1 WHEN MATERIALS ARE STORED OUTSIDE, THEY SHALL BE PLACED ON PLATFORMS THAT ARE RAISED OFF THE GROUND OR ROOF DECK, AND THEY SHALL BE COVERED WITH WATERPROOF COVERINGS. COVERINGS THAT ARE "BREATHABLE" (SUCH AS CANVAS) ARE PREFERRED. 1.7.2 ROOFING MATERIALS SHALL BE DELIVERED TO THE JOB SITE JUST PRIOR TO ROOF INSTALLATION WHEN POSSIBLE OR STORED IN CLOSED VANS. 1.7.3 ROOF LOADING: DO NOT STORE MATERIALS ON ROOF DECKS, NOR POSITION ROOFING INSTALLATION EQUIPMENT ON ROOF DECKS, IN CONCENTRATIONS EXCEEDING DESIGN LIVE LOADING. 2. PRODUCTS 2.1. SHEET METAL 2.1.1 IN GENERAL, ALL SHEET METAL ITEMS SHALL BE FABRICATED FROM STAINLESS STEEL. USE PREFINISHED SHEET METAL ONLY WHERE REQUIRED TO MATCH OTHER WORK (FACADE) IN THE CENTER. 2.1.2 STAINLESS STEEL 2.1.2.1 FABRICATE FROM STAINLESS STEEL SHEET COMFORMING TO ASTM A666, TYPE 302 OR 304; ANNEALED, 1 /16 HARD, OR 1 /8 HARD. 2.1.2.2 USE GAUGE INDICATED BELOW OR AS PERMITTED BY SMACNA GAUGE RECOMMENDATIONS. 2.1.2.3 FINISH: NO. 2B 'BRIGHT" COLD ROLLED FINISH. 2.1.3 SHEET METAL ACCESSORY MATERIALS: 2.1.3.1 WHERE AVAILABLE, USE PRE -ASSEMBLED, PRE -FLASHED ACCESSORIES FOR ALL ROOF PENETRATIONS, GRAVEL STOPS, GUTTERS, AND SUPPORT ASSEMBLIES. 2.1.3.2 ACCEPTABLE MANUFACTURER: M-WELD DIVISION OF GAF/U.S. INTEC. 2.1.3.3 ACCESSORIES 2.1.3.3.1 EDGE METAL: GRAVELGUARD MB WITH PREFORMED OUTSIDE AND INSIDE CORNERS. 2.1.3.3.2 VTR FLASHING, ANTENNA SUPPORT FLASHING: 6" ADJUSTABLE M- VENT WITH STAINLESS STEEL DRAW -BAND. 2.1.3.3.3 FLUES: MANUFACTURER'S UL COMPLIANT INSULATED DOUBLE WALL FLUE FLASHING. 2.1.3.3.4 PENETRATION SEALS: CHEMLINK "CHEMCURB" POLYESTER WITH 1 PART POURABLE SEALER. 2.1.4 ALUMINUM WALL PANELS: 2.1.4.1 PROVIDE PREFINISHED 9/16" THICK .021 GA. "FABRIB" ALUMINUM WALL PANEL AS MANUFACTURED BY FABRAL. 2.1.4.2 FASTEN ALUMINUM WALL PANELS TO 18 GA. 7/8" HAT CHANNELS W/ #12 SCREWS Q 8" O.C. HORIZONTAL AND 24" O.C. VERTICAL. 2.1.5 SOLDER FOR SHEET METAL: EXCEPT AS OTHERWISE INDICATED OR RECOMMENDED BY METAL MANUFACTURER, PROVIDE -50/50 TIN/LEAD TYPE (ASTM-B32) FOR TINNING AND SOLDERING JOINTS. 2.1.6 FASTENERS: SAME METAL AS FLASHING/SHEET METAL OR OTHER NON -CORROSIVE METAL AS RECOMMENDED BY MANUFACTURER. 2.1.7 MINIMUM STAINLESS STEEL SHEET THICKNESS: DOWNSPOUTS 24 GA. GUTTERING 20 GA. FM ROLL OVER HANGERS 10 GA. GUTTER SPACE BRACKETS 14 GA. GRAVEL STOP 24 GA. COUNTER FLASHING 24 GA. RAIN COLLARS 24 GA. PARAPET COPINGS (<16" GIRTH 24 GA. PARAPET COPINGS (16" GIRTH AND ABOVE) 22 GA. OTHER SHEET METAL ITEMS: COMPLY WITH SMACNA RECOMMENDATIONS. 2.2. FABRICATION OF SHEET METAL ACCESSORIES: 2.2.1 SMACNA AND NRCA DETAILS: CONFORM WORK WITH DETAILS SHOWN AND WITH "ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. COMPLY WITH INSTALLATION DETAILS OF "ROOFING AND WATERPROOFING MANUAL" BY NRCA. 2.2.2 PREFABRICATED UNITS AS INDICATED OR PROVIDE STANDARD MANUFACTURED UNITS COMPLYING WITH REQUIREMENTS; FABRICATE FROM SHEET METAL INDICATED. 2.2.3 PROVIDE 4" WIDE FLANGES FOR SETTING ON BUILT-UP ROOFING MEMBRANE WITH CONCEALMENT BY COMPOSITION STRIPPING. 2.2.4 GUTTERING AND DOWNSPOUTS ON EXTERIOR SIZED AS SHOWN ON DRAWINGS. SUPPORT GUTTERS AT MAXIMUM 36" O.C. AND DOWNSPOUTS AT FIVE (5) FEET ON CENTER. ALL JOINTS, END CAPS AND/OR MITERS SHALL BE RIVETED AND SOLDERED. NO CAULKING PERMITTED. 2.2.5 PENETRATION SEALS FOR REFRIGERATION PENETRATIONS PER DETAIL. VERIFY PIPE SIZES PRIOR TO FABRICATION. PENETRATION SEALS FOR ELECTRICAL PENETRATIONS SHALL HAVE CONDUIT SOLDERED TO BASE OF PAN. USE WATER -TIGHT COUPLINGS. 2.3. PAINT: THE FOLLOWING PAINTS WILL BE NEEDED FOR ALL PVC PENETRATIONS. 2.3.1 PRIMER: SHERWIN WILLIAMS PREPRITE PROBLOCK LATEX SEALER. 2.3.2 FINISH: SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX SATIN (WHITE). 3. EXECUTION 3.1. GENERAL INSTALLATION REQUIREMENTS: 3.1.1 SEQUENCING OF WORK: 3.1.1.1 INSTALL ALL SHEET METAL EDGE TRIM, FLASHINGS, COPINGS, ETC. BEFORE INSTALLATION OF CAP SHEET. STRIP IN IMMEDIATELY. 3.1.2 COORDINATE THE INSTALLATION OF INSULATION, ROOFING SHEETS, FLASHINGS, STRIPPING, COATINGS AND SURFACING, SO THAT INSULATION AND FELTS ARE NOT EXPOSED TO PRECIPITATION NOR EXPOSED OVERNIGHT. 3.1.3 PROVIDE RAIN COLLARS AT ALL PITCH PANS, WHERE ROUND STOCK IS USED AS ROOF PENETRATION, AND OTHER LOCATIONS WHERE NEEDED. USE STAINLESS DRAW BANDS TO FORM MECHANICAL SEAL WITH COLLAR AND PIPE. 3.2. PAINTING: PAINT ALL EXPOSED PVC VENTS (AFTER FLASHING AND BOOTS ARE IN PLACE) WITH ONE COAT OF SPECIFIED SEALER AND TWO COATS OF SPECIFIED FINISH. 3.3. CLEANING: 3.3.1 CLEAN EXPOSED METAL SURFACES OF SUBSTANCES THAT INTERFERE WITH UNIFORM OXIDATION AND WEATHERING. 3.3.2 CLEAN AND NEUTRALIZE FLUX MATERIALS. CLEAN OFF EXCESS SOLDER AND SEALANTS. 3.3.3 REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS, IF ANY, AS SHEET METAL FLASHING AND TRIM ARE INSTALLED. UPON COMPLETION OF INSTALLATION, CLEAN FINISHED SURFACES, INCLUDING REMOVING UNUSED FASTENERS, METAL FILINGS, POP RIVET SEAMS AND PIECES OF FLASHING. MAINTAIN IN A CLEAN CONDITION DURING CONSTRUCTION. 3.3.4 REPLACE SHEET METAL FLASHING AND TRIM THAT HAVE BEEN DAMAGED OR HAVE DETERIORATED BEYOND SUCCESSFUL REPAIR BY FINISH TOUCHUP OR SIMILAR MINOR REPAIR PROCEDURES. END OF SECTION 07 60 00 SECTION 07 72 33 ROOF HATCHES V09252015 1.1. SCOPE: THIS SECTION INCLUDES INFORMATION PERTAINING TO ROOF HATCHES. 1.2. RELATED SECTIONS INCLUDE THE FOLLOWING: 1.2.1 SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.2.2 SECTION 07 60 00 FLASHING AND SHEET METAL. 1.3. SUBMITTALS: 1.3.1 LETTER OF INTENT (L01): INDICATE PRODUCT SELECTION ON L01 FOR SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.4. QUALITY ASSURANCE 1.4.1 INSTALLER (ROOFER): 1.4.1.1 INSTALLER SAME BE SAME AS APPROVED FOR WORK OF SECTION 07 51 00 BITUMINOUS BUILT-UP ROOFING. 1.5. DELIVERY, HANDLING AND STORAGE 1.5.1 PACK, HANDLE AND SHIP PROPERLY LABELED IN HEAVY-DUTY PACKAGING TO PREVENT DAMAGE. 2. PRODUCTS 2.1. ROOF HATCH: PROVIDE ALUMINUM ROOF HATCH WITH SAFETY POLE: 2.1.1 BILCO #S-50 ALUMINUM ROOF HATCH 2.1.2 BADCOCK-DAVIS MODEL BRHPA36X3OS1T. FOR HIGH VELOCITY WIND ZONES USE MODEL BRHZA36X30S1T 2.2. EXECUTION 2.3. INSTALLATION: 2.3.1 INSTALL ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL TO RESIST EXPOSURE TO WEATHER WITHOUT FAILING, RATTLING AND LEAKING. 2.3.2 SAFETY POLE SHOULD BE INSTALLED TO FAR RIGHT OR FAR LEFT SIDE OF OPENING. DO NOT INSTALL SAFETY POLE CENTERED WITH LADDER AS APPROVED. 2.3.3 CHECK ROOF HATCH FOR PROPER OPERATION. ADJUST OPERATING MECHANISM AS REQUIRED. CLEAN AND LUBRICATE JOINTS AND HARDWARE. 2.4. TOUCH-UP: 2.4.1 TOUCH UP FACTORY -PRIMED SURFACES WITH COMPATIBLE PRIMER READY FOR FIELD PAINTING IN ACCORDANCE WITH SECTION 09 91 00 PAINTS. END OF SECTION 07 72 33 SECTION 07 92 00 JOINT SEALANTS V01062015 1.1. SCOPE: THIS SECTION COVERS SEALANTS FOR USE IN ALL LOCATIONS EXCEPT GLAZING. 1.2. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.3. QUALITY ASSURANCE - SEALANT COMPATIBILITY AND ADHESION TESTING: USE SEALANT MANUFACTURER'S STANDARD TEST METHODS TO DETERMINE WHETHER PRIMING AND OTHER SPECIFIC JOINT PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT SUBSTRATES. 2. PRODUCTS 2.1. MATERIALS, GENERAL 2.1.1 COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. 2.1.2 COLORS OF EXPOSED JOINT SEALANTS: MATCH COLOR OF MATERIALS BEING JOINED IF POSSIBLE. WHERE NOT POSSIBLE, USE COLOR SELECTED TO PROVIDE AN UNOBTRUSIVE FINISHED SURFACE. 2.2. ELASTOMERIC JOINT SEALANTS 2.2.1 USE SINGLE -COMPONENT URETHANE SEALANTS. IF UNUSUAL CONDITIONS OR TYPE OF WORK TO BE ACCOMPLISHED MAKES THE USE OF MULTI -COMPONENT SEALANTS DESIRABLE, CONTACT PUBLIX ARCHITECT. 2.2.2 ELASTOMERIC SEALANTS, GENERAL: ASTM C 920. 2.2.3 SEALANTS FOR CONTACT WITH FOOD: COMPLY WITH 21 CFR 177.2600. 2.2.4 SINGLE -COMPONENT NONSAG URETHANE SEALANT (GUN -GRADE): 2.2.4.1 PRODUCTS: BOSTIK INC.; CHEM-CALK 500. TREMCO; DYMONIC FC PECORA CORPORATION; DYNATROL I. POLYMERIC SYSTEMS, INC.; PSI-901. 2.2.4.2 TYPE AND GRADE: S (SINGLE COMPONENT) AND NS (NONSAG). 2.2.4.3 CLASS: 25. 2.2.4.4 EXPOSURE: USE T (TRAFFIC) OR NT (NONTRAFFIC). 2.2.4.5 SUBSTRATES: USES M, A, AND, AS APPLICABLE TO JOINT SUBSTRATES INDICATED, 0. 2.2.5 SINGLE -COMPONENT POURABLE URETHANE SEALANT: 2.2.5.1 PRODUCTS: BOSTIK INC.; CHEM-CALK 950. MAMECO INTERNATIONAL; VULKEM 455 SL. PECORA CORPORATION; NR-201. POLYMERIC SYSTEMS, INC.; FLEXIPRENE PSI-951. 2.2.5.2 TYPE AND GRADE: S (SINGLE COMPONENT) AND P (POURABLE) 2.2.5.3 CLASS: 25. 2.2.5.4 EXPOSURE: USE T (TRAFFIC) AND NT (NONTRAFFIC). 2.2.5.5 SUBSTRATES: USES M, A, AND, AS APPLICABLE TO JOINT SUBSTRATES INDICATED, 0. 2.3. LATEX JOINT SEALANTS: ASTM C 834. USE WHERE SEALANT WILL BE PAINTED, AND ONLY WHERE JOINT MOVEMENT CANNOT OCCUR. 2.3.1 PRODUCTS: BOSTIK INC.; CHEM-CALK 600. PECORA CORPORATION; AC-20. POLYMERIC SYSTEMS, INC.; PSI-701. 2.4. JOINT -SEALANT BACKING 2.4.1 GENERAL: PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NONSTAINING; ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING. 2.4.2 CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. TYPE: 0 (OPEN -CELL MATERIAL), OR B (BICELLULAR MATERIAL WITH A SURFACE SKIN). 2.4.3 ELASTOMERIC TUBING SEALANT BACKINGS: NEOPRENE, BUTYL, EPDM, OR SILICONE TUBING COMPLYING WITH ASTM D 1056, NONABSORBENT TO WATER AND GAS, AND CAPABLE OF REMAINING RESILIENT AT TEMPERATURES DOWN TO MINUS 26 F (MINUS 32 C). PROVIDE PRODUCTS WITH LOW COMPRESSION SET AND OF SIZE AND SHAPE TO PROVIDE A SECONDARY SEAL, TO CONTROL SEALANT DEPTH, AND OTHERWISE CONTRIBUTE TO OPTIMUM SEALANT PERFORMANCE. 2.4.4 BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT -FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT WHERE SUCH ADHESION WOULD RESULT IN SEALANT FAILURE. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. 2.5. MISCELLANEOUS MATERIALS 2.5.1 PRIMER: MATERIAL RECOMMENDED BY JOINT SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT -SEALANT -SUBSTRATE TESTS AND FIELD TESTS. 2.5.2 CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS, FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY, AND FORMULATED TO PROMOTE OPTIMUM ADHESION OF SEALANTS WITH JOINT SUBSTRATES. 2.5.3 MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS. 3. EXECUTION 3.1 . INSTALLATION 3.1.1 SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS. 3.1.1.1 REMOVE FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANT. 3.1.1.2 CLEAN POROUS JOINT SUBSTRATE SURFACES BY BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM BOND WITH JOINT SEALANTS. REMOVE LOOSE PARTICLES REMAINING FROM ABOVE CLEANING OPERATIONS BY VACUUMING OR BLOWING OUT JOINTS WITH OIL -FREE COMPRESSED AIR. 3.1.1.3 REMOVE LAITANCE AND FORM -RELEASE AGENTS FROM CONCRETE. 3.1.1.4 CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES COULD INTERFERE WITH ADHESION OF JOINT SEALANTS. 3.1.2 JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED IN WRITING BY JOINT SEALANT MANUFACTURER, BASED ON PRECONSTRUCTION JOINT -SEALANT -SUBSTRATE TESTS OR PRIOR EXPERIENCE. CONFINE PRIMERS TO AREAS OF JOINT -SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. 3.1.3 MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. 3.1.4 SEALANT INSTALLATION: COMPLY WITH RECOMMENDATION IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. 3.1.5 INSTALL SEALANT BACKINGS TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE OPTIMUM SEALANT MOVEMENT CAPABILITY. 3.1.5.1 DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. 3.1.5.2 DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS. 3.1.5.3 REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE THEM WITH DRY MATERIALS. 3.1.6 INSTALL BOND -BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACK OF JOINTS. 3.1.7 PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. 3.1.7.1 COMPLETELY FILL RECESSES PROVIDED FOR EACH JOINT CONFIGURATION. 3.1.7.2 PRODUCE UNIFORM, CROSS -SECTIONAL SHAPES AND DEPTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. 3.1.8 TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS TO FORM SMOOTH, UNIFORM BEADS, TO ELIMINATE AIR POCKETS, AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDE OF JOINT. 3.1.8.1 REMOVE EXCESS SEALANTS FROM SURFACES ADJACENT TO JOINT. 3.1.8.2 USE TOOLING AGENTS THAT ARE APPROVED BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. 3.1.8.3 JOINT CONFIGURATION: CONCAVE JOINT CONFIGURATION PER FIGURE 5A IN ASTM C 1193, UNLESS OTHERWISE INDICATED. END OF SECTION 07 92 00 WILL BE ALLOWED. 2. PRODUCTS 2.1. STEEL DOORS AND FRAMES: 2.1.1 TYPICAL DOORS: PROVIDE DOORS HAVING 18 GA. STEEL FACE SHEETS FOR INTERIOR APPLICATIONS, 16 OR 14 GA. GALVANIZED FOR EXTERIOR APPLICATIONS. PRIME PAINT ALL SURFACES. 2.1.2 EXTERIOR APPLICATIONS MUST HAVE A POLYURETHANE CORE INSULATION WITH A MINIMUM R FACTOR OF 4.75 2.1.3 METAL FRAMES: 2.1.3.1 PROVIDE 16 GA. FRAMES IN SIZES AND STYLES SHOWN ON THE DRAWINGS, ALL WELDED, GALVANIZED FOR EXTERIOR APPLICATIONS, WITH MINIMUM THREE ANCHORS PER JAMB OF THE TYPE REQUIRED FOR WALL CONSTRUCTION. PRIME PAINT ALL SURFACES. 2.1.3.2 PREPARE FRAMES TO RECEIVE HARDWARE AS DESCRIBED BY ANSI/SDI 100. REINFORCE HINGE, LATCH, AND DEADBOLT LOCATIONS AS REQUIRED. 2.1.3.3 PROVIDE FOR DEADBOLT INSTALLATION AT JAMB FOR UPPER LEAF OF DUTCH DOOR AT PHARMACY. 2.2. LABELED ASSEMBLIES: 2.2.1 FIRE DOORS: COMPLY WITH REQUIREMENTS ABOVE. ADDITIONALLY, USE TESTED AND APPROVED FIRE RESISTANT CORE. ATTACH A PERMANENT LABEL SHOWING COMPLIANCE WITH THE REQUIRED LABEL. 2.2.2 FRAMES: COMPLY WITH REQUIREMENTS ABOVE. 2.3. ACCESSORIES: PROVIDE THREE SILENCERS PER DOOR; AT MASONRY WALLS, PROVIDE 26 GA. MORTAR BOXES TO PROTECT HARDWARE CUTOUTS. LOUVERS SHALL BE SIGHT -PROOF TYPE, 14 GA. STEEL, PRIME PAINTED, GALVANIZED AT EXTERIOR. GLAZING STOPS SHALL BE 20 GA. FLUSH TYPE, PRIME PAINTED, GALVANIZED AT EXTERIOR. 2.4. MANUFACTURERS: CECO CURRIES 3. EXECUTION 3.1. FRAME INSTALLATION: SET FRAMES PLUMB, LEVEL AND TRUE. USE WALL ANCHORS APPROPRIATE FOR EACH TYPE OF ENCLOSING WALL. 3.2. DOOR INSTALLATION: HANG DOORS TO PROVIDE SMOOTH OPERATION WITH TIGHT CLOSURE. INSTALL GLAZING AND SILENCERS AFTER DOORS AND FRAMES RECEIVE FINAL PAINT APPLICATION. 3.3. FIRE RATED ASSEMBLIES: SET FRAMES AND HANG DOORS IN COMPLIANCE WITH NFPA 80. END OF SECTION 08 11 00 SECTION 08 14 00 WOOD DOORS V03172017 1.1. DESCRIPTION OF THE WORK: THIS SECTION COVERS ALL WOOD DOORS AND WOOD DOORS WITH PLASTIC LAMINATE FACES, INCLUDING FABRICATION AND ERECTION. 1.2. SUBMITTALS: COMPLETED L01, LIST OF MATERIALS PROPOSED FOR USE, MANUFACTURER'S SPECIFICATIONS, SHOP DRAWINGS AS REQUIRED TO DESCRIBE INTENDED ASSEMBLIES, AND OTHER PERTINENT DETAILS OF PROPOSED INSTALLATION 1.3. QUALITY ASSURANCE: PROVIDE PRODUCTS OF ONE MANUFACTURER THROUGHOUT THE PROJECT. COMPLY WITH AW1 1300 FOR MANUFACTURER AND INSTALLATION. 1.4. MANUFACTURER'S RECOMMENDATIONS FOR STORAGE, HANDLING, AND PROTECTION SHALL BE FOLLOWED EXACTLY. 1.5. NO SUBSTITUTIONS WILL BE ALLOWED. 2. PRODUCTS 2.1. WOOD DOORS: PROVIDE WOOD DOORS WITH PARTICLE BOARD CORE COMPLYING WITH ANSI A208.ILD2, PAINT GRADE. 2.2. FACTORY PREP ALL DOORS TO RECEIVE HARDWARE SPECIFIED. 2.3. VIEWLITES: ALL VIEWLITES SHALL BE CLEAR, 1 /4" TEMPERED GLASS, UNLESS OTHERWISE SPECIFIED. MEASURING 6" X 30" OR 18" X 58" (SEE DOOR ELEVATIONS). 2.4. VENEER: PROVIDE ALL INTERIOR WOOD DOORS WITH .125 INCH THICK DECORATIVE HIGH-PRESSURE LAMINATE BOTH SIDES. SEE DOOR SCHEDULE FOR LAMINATE COLORS. 2.5. ACCESSORIES: PROVIDE THREE SILENCERS PER DOOR. LOUVERS SHALL BE SIGHT -PROOF TYPE FABRICATED FROM 14 GA. STEEL, PRIME PAINTED. GLAZING STOPS AND FRAMES SHALL BE 20 GA. STEEL, PRIME PAINTED. 2.6. MANUFACTURERS: VT INDUSTRIES DOORMERICA MARSHFIELD 3. EXECUTION 3.1. DOOR INSTALLATION: HANG DOORS TO PROVIDE SMOOTH OPERATION WITH TIGHT CLOSURE. INSTALL GLAZING AND SILENCERS AFTER DOORS AND FRAMES RECEIVE FINAL PAINT APPLICATION. END OF SECTION 08 14 00 SECTION 08 17 05 SIDE FOLDING GRILLES V03172017 1.1.1 SECTION INCLUDES: MANUAL SIDE -FOLDING ALUMINUM SECURITY GRILLES WITH STORAGE POCKET. 1.2. SUBMITTALS: 1.2.1 REFERENCE SECTION 01 33 00 SUBMITTAL PROCEDURES; SUBMIT FOLLOWING ITEMS: 1.2.1.1 PRODUCT DATA: INCLUDE PUBLISHED DATA AND SPECIFIC DATA PREPARED FOR THIS PROJECT. 1.2.1.2 SHOP DRAWINGS: INCLUDE DETAILED PLANS, ELEVATIONS, REQUIRED CLEARANCES AND ACCESSORIES. 1.2.1.3 INSTALLATION INSTRUCTIONS. 1.2.1.4 QUALITY ASSURANCE REQUIREMENTS: 1.2.1.4.1 MANUFACTURER QUALIFICATIONS. 1.2.1.4.2 INSTALLER QUALIFICATIONS. 1.2.1.4.3 CERTIFICATES. 1.3. QUALITY ASSURANCE: 1.3.1 MANUFACTURER QUALIFICATIONS: MINIMUM OF THREE YEARS EXPERIENCE IN THE FABRICATION AND INSTALLATION OF SIDE FOLDING SECURITY GRILLES. 1.3.2 INSTALLER QUALIFICATIONS: AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER. 1.3.3 CERTIFICATE STATING THAT MATERIALS AND FINISHES COMPLY WITH SPECIFICATIONS. 1.3.4 SINGLE SOURCE RESPONSIBILITY: PROVIDE GRILLES, STORAGE POCKET, TRACK AND RELATED PRIMARY COMPONENTS FROM ONE MANUFACTURER FOR EACH TYPE OF GRILLE. PROVIDE SECONDARY COMPONENTS FROM SOURCE ACCEPTABLE TO MANUFACTURER OF PRIMARY COMPONENTS 1.3.5 PRE -INSTALLATION CONFERENCE: SCHEDULE AND CONVENE A PRE -INSTALLATION CONFERENCE JUST PRIOR TO COMMENCEMENT OF FIELD OPERATIONS TO ESTABLISH PROCEDURES TO MAINTAIN OPTIMUM WORKING CONDITIONS AND TO COORDINATE THIS WORK WITH RELATED AND ADJACENT WORK. 1.4. DELIVERY, STORAGE AND HANDLING 1.4.1 REFERENCE SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS. 1.4.2 DELIVER MATERIALS IN LABELED PROTECTIVE PACKAGES. STORE AND HANDLE IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. PRODUCTS 2.1. MANUFACTURERS: DYNAMIC CLOSURES TELEPHONE: 1-800-663-4599; FAX: 1-800-205-6665 E-MAIL: INFO@DYNAMICCLOSURES.COM MOBILFLEX, INC. (NOT AVAILABLE FOR 28 PROTOTYPE) TELEPHONE: 1-800-216-3539; FAX: 1-800-254-3539 CONTACT NAME: PIERRE-LUC ROBERT SUBSTITUTIONS: REFERENCE SECTION 01 25 00 PRODUCT SUBSTITUTION PROCEDURES. 2.2. MODELS AND MATERIALS: 2.2.1 MODELS: EZ CLOSURE BP (DYNAMIC CLOSURES), POCKET SCREEN (METRO DOOR) OR AEROFLEX (MOBILFLEX). 2.2.2 CURTAIN: 2.2.2.1 PANELS: TOP AND BOTTOM OF ALUMINUM AND OF SIZES SPECIFIED BY MANUFACTURERS. MAIN PORTION OF PANELS 2" WIDE OF PERFORATED ALUMINUM. PANELS ARE LINKED TOGETHER BY A CONTINUOUS ALUMINUM HINGE (3 1/2" ON CENTER). 2.2.2.2 CURTAIN SHALL BE FULLY ASSEMBLED AND INSTALLED IN POCKET BY RESPECTIVE MANUFACTURER. 2.2.3 CURTAIN HEIGHT: REFERENCE DRAWINGS. 2.2.4 FINISH -EXPOSED ALUMINUM PARTS CLEAR ANODIZED; HIEP IS A "CLEAR ANODIZED" COLOR. 2.2.5 LOCKING POSTS: REFERENCE MANUFACTURER'S INSTALLATION DRAWING. DROPBOLTS SHALL BE INSTALLED EVERY 14-16 PANELS AND ALL LOCK MECHANISMS SHALL FACE TO THE OUTSIDE OF THE PHARMACY. 2.2.6 LOCKS: THE LOCK TYPE ON GATE SHALL BE SPIC (SMALL FORMAT INTERCHANGEABLE CORE) FOR ALL LOCKING POS T. 2.2.7 OVERHEAD TRACK: EXTRUDED ALUMINUM, OF SIZE SPECIFIED BY MANUFACTURER, WITH CONTINUOUS EXTRUDED PROFILE SEAMED TOGETHER BY ALIGNMENT BARS AND TRACK PINS. TRACK TO BE SECURED TO A HEADER THAT WILL CARRY WEIGHT OF COMPLETE CURTAIN. THE WALL CHANNEL SHALL BE FASTENED TO THE OPPOSITE WALL PROPERLY BLOCK AND CONSTRUCTED BY OTHERS. HEADER THAT SUPPORTS THE TRACK IS CONSTRUCTED BY OTHERS. 2.2.8 POCKET: WELDED 1 /2" TUBULAR STEEL FRAME THAT IS 6" EXTERIOR SUITABLE FOR COMMERCIAL CONSTRUCTION OF 6" STUD WALLS. INTERIOR CLEAR OPENING WIDTH OF 5" BY HEIGHT OF CURTAIN REQUIRED. POCKET IS ADJUSTABLE TO BE RAISED OR LOWERED UP TO AN INCH. FRONT CORNER ANGLES FLAPS TO COVER POCKET OPENING WITH PIANO HINGES. ANGLES ALSO ACCEPT 1/2" OR 5/8" SHEETROCK. 2.2.9 OPERATION: 2.2.9.1 MANUAL PULL OPERATION. 2.2.9.2 PROVIDE ATTACHED PULL STRAPS ON GRILLES OVER 9'O" (2745 MM) IN HEIGHT AND ALL COUNTER HEIGHT GRILLES. 3. EXECUTION 3.1. EXAMINATION: 3.1.1 EXAMINE SUPPORTS AND OTHER CONDITIONS UNDER WHICH GRILLES ARE TO BE INSTALLED. 3.1.2 COORDINATE WITH RESPONSIBLE ENTITY TO CORRECT UNSATISFACTORY CONDITIONS AND DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE CORRECTED. 3.2. INSTALLATION: 3.2.1 FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED SHOP DRAWINGS. 3.3. ADJUSTING AND CLEANING: 3.3.1 TEST OPERATION OF GRILLE AND ADJUST AS NECESSARY TO PROVIDE SMOOTH AND PROPER OPERATION. 3.3.2 CLEAN EXPOSED SURFACES USING MANUFACTURERS RECOMMENDED CLEANSER. 3.4. DEMONSTRATION: 3.4.1 INSTRUCT OWNER'S PERSONNEL IN PROPER OPERATING AND MAINTENANCE PROCEDURES. END OF SECTION 08 17 05 PROVIDE NO LESS THAN A R-VALUE OF 6.0. 2.1.1.1 THE FINISH OF THE DOOR CURTAIN SHALL CONSIST OF THE FOLLOWING. 2.1.1.1.1 HOT DIPPED GALVANIZED G-90 COATING CONSISTENT WITH ASTM A-525. 2.1.1.1.2 BONDERIZED COATING FOR PRIME COAT ADHESION. 2.1.1.1.3 CORROSION INHIBITING PRIMER- .2 MILS PER SIDE. 2.1.1.1.4 THERMO- SETTING POLYESTER TOP COAT WITH A MINIMUM THICKNESS OF .6 MILS EACH SIDE. 2.1.1.1.5 SPECIAL REQUIREMENT - COASTAL AREAS: WHERE EXTERIOR MOUNTED COILING DOORS ARE REQUIRED AT THE AUTOMATIC ENTRANCE DOORS, PAINT ALL EXPOSED METAL R ARY FA ADE COLOR. SEE SECTION SURFACES, MATCHING THE P IM C 09 91 00 - PAINTS REGARDING REQUIREMENTS FOR PAINTING EXP SED EXTERIOR METAL SURFACES. 0 R HA L CONSIST OF TWO 1 8" ANGLES 2.1.1.2 THE BOTTOM BA S L / MECHANICALLY JOINED TOGETHER WITH A 1" DIAMETER VINYL COVERED FOAM EDGE ASTRAGAL CONTINUOUS ALONG THE BOTTOM. THE FINISH ON THE BOTTOM BAR SHALL BE ONE COAT OF RUST INHIBITING PRIME PAINT. 2.1.1.3 GUIDES SHALL CONSIST OF STEEL ANGLES BOLTED TOGETHER TO FORM A CHANNEL FOR THE CURTAIN TO TRAVEL. VINYL SNAP -ON WEATHERSTRIPPING SHALL BE FURNISHED CONTINUOUSLY ALONG THE EXTERIOR LEG OF EACH GUIDE. GUIDE ANGLES SHALL BE COATED WITH ONE COAT OF RUST INHIBITING PRIME PAINT. 2.1.1.4 THE BRACKETS SHALL BE OF STEEL NOT LESS THAN 1/4" THICK AND FINISHED WITH ONE COAT OF RUST INHIBITING PRIME PAINT. 2.1.1.5 THE HOOD SHALL BE FABRICATED FROM 24 GAUGE GALVANIZED STEEL AND SHALL BE FORMED TO FIT THE CURVATURE OF THE BRACKETS. THE HOOD SHALL BE CORRUGATED EVERY 1" ALONG THE CURVATURE FOR THE ENTIRE LENGTH OF THE HOOD. THE HOOD SHALL CONTAIN A WATERPROOF CANVAS BAFFLE TO CONTROL AIR INFILTRATION AND SHALL BE GASKET-ED AT THE WALL TO PREVENT PEST INFILTRATION. 2.1.1.5.1 SPECIAL REQUIREMENT - COASTAL AREAS: WHERE EXTERIOR MOUNTED COILING DOORS ARE REQUIRED AT THE AUTOMATIC ENTRANCE DOORS, THE HOOD WILL BE RECTANGULAR IN FORM. HOOD MUST ALSO BE FABRICATED TO ENCLOSE ALL GEARS AND MECHANISMS. 2.1.1.5.2 SPECIAL REQUIREMENT - COASTAL AREAS: WHERE EXTERIOR MOUNTED COILING DOORS ARE REQUIRED AT THE AUTOMATIC ENTRANCE DOORS, THE ROLLING DOOR SHALL BE MADE OF 22 GAUGE INTERLOCKING SLATS, NON -INSULATED. THE DOOR MUST BY BE OPERATED BY A REMOVABLE HAND CRANK. NO CHAIN OPERATION IS ALLOWED. 2.1.2 MANUFACTURERS: COOKSON, MODEL FCWI CORNELL IRON WORKS OVERHEAD DOOR CORPORATION, MODEL 625 RAYNOR DURACOIL STANDARD SOUTH FLORIDA ROLLING DOORS, INC., MODEL 903 2.2. PUSH-UP COUNTER DOORS (REMODELS ONLY): 2.2.1 THE DOOR CURTAIN SHALL BE CONSTRUCTED OF INTERCONNECTED .040 OR .050 EXTRUDED ALUMINUM NO. 8 (1- 5/16" HIGH BY 3/8" DEEP) SLATS. THE CURTAIN SHALL RECEIVE A CLEAR ANODIZED FINISH. 2.2.1.1 THE BOTTOM BAR SHALL BE CONSTRUCTED OF TUBULAR EXTRUDED ALUMINUM MEASURING 1- 5/16" DEEP BY 2- 1 /4" HIGH WITH A DOUBLE VINYL ASTRAGAL ON THE BOTTOM EDGE. THE BOTTOM BAR SHALL RECEIVE A CLEAR ANODIZED FINISH. 2.2.1.2 THE GUIDES SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM AND MEASURE 1- 3/4" SQUARE. EACH SIDE OF THE CHANNEL PORTION CAPTURING THE CURTAIN SHALL CONTAIN WOOL PILE WEATHERSTRIPPING. THE GUIDES SHALL RECEIVE A CLEAR ANODIZED FINISH. 2.2.1.3 THE BRACKETS SHALL BE CONSTRUCTED OF 3/16" THICK DIE CAST ALUMINUM. 2.2.1.4 THE BARREL SHALL BE STEEL TUBING OF NOT LESS THAT 4" IN DIAMETER. OIL TEMPERED TORSION SPRINGS SHALL BE CAPABLE OF CORRECTLY COUNTER BALANCING THE WIDTH OF THE CURTAIN. THE BARREL SHALL BE DESIGNED TO LIMIT THE MAXIMUM DEFLECTION TO .03" PER FOOT OF OPENING WIDTH. THE BARREL SHALL RECEIVE ONE(1) COAT OF BRONZE RUST INHIBITING PRIME PAINT. 2.2.1.5 THE HOOD SHALL BE FABRICATED FROM .040 ALUMINUM AND TH HOOD SHALL SHALL BE FORMED TO FIT THE SQUARE BRACKETS E RECEIVE A CLEAR ANODIZED FINISH. 2.2.2 MANUFACTURERS: COOKSON, MODEL CD8-1 CORNELL IRON WORKS OVERHEAD DOOR CORPORATION, MODEL 652 RAYNOR, DURASHUTTER SELECT METRO DOOR, METRO -GUARD DYNAMIC ENCLOSURES, MODEL LIFT -READY ROLLING GRILLES "VENTANA" 2.2.3 OPERATION: 2.2.3.1 CHAIN OPERATED OVERHEAD COILING DOORS SHALL OPEN AND CLOSE WITH A MAXIMUM OF 30 POUNDS OF EFFORT UTILIZING AN ENDLESS CHAIN AND CAST IRON REDUCTION GEARS. 2.2.3.2 PUSH-UP OPERATED DOORS SHALL OPEN AND CLOSE WITH A MAXIMUM OF 30 POUNDS OF EFFORT UTILIZING FINGER LIFTS IN THE BOTTOM BAR. 2.2.4 LOCKING MECHANISM: 2.2.4.1 THE OVERHEAD COILING DOOR CHAIN SHALL BE SECURED BY MEANS OF A CHAIN LOCK. 2.2.4.2 SPECIAL REQUIREMENT - COASTAL AREAS: HAND CRANK OPERATED DOORS SHALL HAVE STANDARD SLIDE BOLT LOCKING MECHANISMS ON COIL SIDE OF DOOR THAT CAN BE SECURED BY PADLOCKS. 2.2.4.3 THE PUSH-UP DOOR SHALL BE SECURED BY MEANS OF A CONCEALED SLIDING BOLT DEADLOCK IN THE BOTTOM BAR OPERATED BY A CYLINDER LOCK. CYLINDER LOCK MUST BE RE-KEYABLE. 2.2.5 VISION PANEL: IN DOORS NOT REQUIRED TO MEET MISSILE IMPACT RESISTANCE, PROVIDE VISION SLATS 12"WIDE X 6 SLATS HIGH. BOTTOM OF VISION PANEL SHOULD START AT APPROXIMATELY 5' A.F.F. 3. EXECUTION 3.1. INSTALLATION: ALL COILING INSULATED AND PUSH-UP COUNTER DOORS SHALL BE INSTALLED BY A MANUFACTURER'S AUTHORIZED INSTALLER AND WILL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND STANDARDS. 3.2. WARRANTY: ALL COILING INSULATED AND PUSH-UP COUNTER DOORS SHALL BE WARRANTED AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE TIME OF INSTALLATION. END OF SECTION 08 33 23 SECTION 08 38 00 TRAFFIC DOORS V06012017 1.1. DESCRIPTION OF WORK: THIS SECTION COVERS ALL TRAFFIC DOORS, INCLUDING FABRICATION AND ERECTION. 1.2. MANUFACTURER'S RECOMMENDATIONS FOR STORAGE, HANDLING AND PROTECTION SHALL BE FOLLOWED EXACTLY. 1.3. WARRANTY 1.3.1 PROVIDE MANUFACTURER'S STANDARD 1 YEAR LIMITED WARRANTY FOR TRAFFIC DOORS AND ALL RELATED PARTS. 1.3.2 ALL OTHER WARRANTIES AND BONDS ARE TO BE IN ACCORDANCE WITH SECTION 01 77 00 CLOSEOUT PROCEDURES. 2. PRODUCTS 2.1. ACCEPTABLE MANUFACTURERS 2.1.1 TRAFFIC DOOR MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF THE FOLLOWING: CHASE INDUSTRIES INC./SENECA HOLDINGS NATIONAL ACCOUNT CONTACT: NIKKI MORRISSEY EMAIL: NMORRISSEY®SENECA.COM OFFICE (269) 492-3934 FAX (800) 245-7045 NATIONAL SALES REP: BEN FRANCO OFFICE: (419) 280 8176 2.2. TRAFFIC DOORS 2.2.1 DOORS SHALL BE DURULITE "STANDARD" TRAFFIC DOORS CONSTRUCTED WITH THE OUTER SKIN OF MONOLITHICALLY FORMED, ROTATIONALLY MOLDED, CROSS LINKED HIGH DENSITY 1 / 8"POLYETHYLENE AND A TEXTURED FINISH. DOOR PANEL THICKNESS SHALL BE 1 7/8". 2.2.2 INSULATION CORE MATERIAL SHALL BE A HIGH DENSITY, FOAMED -IN -PLACE, RIGID CFC-FREE URETHANE INSULATION. MATERIAL SHALL BE FOAMED -IN -PLACE AND PROVIDE AN R-VALUE OF 10.83. 2.2.3 POLYETHYLENE TEAR DROP BUMPERS SHALL BE 36 INCHES HIGH AND FACTORY INSTALLED ON BOTH SIDES OF EACH LEAF USING STAINLESS STEEL PANEL INSERTS AND FASTENERS. COLOR: BLACK. 2.2.4 PROVIDE 11" INDUSTRIAL LOWER HINGE GUARDS. 2.3. TRAFFIC DOOR HARDWARE 2.3.1 PROVIDE MANUFACTURER'S STANDARD GRAVITY RETURN V-CAM SYSTEM CONSISTING OF A DUCTILE IRON V-CAM WITH A UHMW SLEEVE AND CAST ALUMINUM CAM FOLLOWER HOUSING WITH A NEEDLE BEARING ROLLER. THE ROLLER ASSEMBLY SHALL BE SECURELY CLAMPED ONTO THE SHAFT TO ALLOW HORIZONTAL AND VERTICAL ADJUSTMENT OF THE DOOR. 2.3.2 AT LOCATIONS INDICATED ON DRAWINGS, PROVIDE LOW-RISE V-CAM AND BULB LEADING EDGE GASKET TO COMPLY WITH THE ADA ACCESSIBILITY GUIDELINES. 2.4. TRAFFIC DOOR SEALS 2.4.1 DOORS SHALL BE FULLY GASKETED WITH ALL GASKETS FACTORY APPLIED WITHOUT THE USE OF METAL STRIPS OR FASTENERS OF ANY TYPE. 2.5. TRAFFIC DOOR VISION PANELS 2.5.1 WINDOW GLAZING SHALL BE 1/8" POLYCARBONATE. ALL WINDOWS SHALL BE FACTORY INSTALLED AND SEALED. THE EXPOSED SURFACE OF THE WINDOW SHALL BE RECESSED A MINIMUM OF 1 /8" FROM THE FACE OF THE DOOR TO PROTECT THE SURFACE FROM ABRASION FROM PASSING LOADS. 2.5.2 WINDOW SIZE SHALL BE 20.5" X 22" 2.5.3 MAXIMUM HEIGHT FROM FINISH FLOOR TO THE BOTTOM OF THE VIEWING AREA SHALL NOT EXCEED 48 INCHES. 2.6. TRAFFIC DOOR FINISH/COLOR 2.6.1 PRE -FINISHED COLOR: SEE DOOR SCHEDULE FOR COLOR SELECTION. 3. EXECUTION 3.1. INSTALL SPECIAL DOORS COMPLETE WITH NECESSARY HARDWARE AND ACCESSORIES IN ACCORDANCE WITH FINAL SHOP DRAWINGS, MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED HEREIN. 3.2. ALL ASSEMBLIES MUST BE INSTALLED PLUMB, LEVEL AND PROPERLY ALIGNED. 3.3. UPON COMPLETION OF INSTALLATION, LUBRICATE, TEST AND ADJUST DOORS TO OPERATE EASILY, FREE FROM WARP, TWIST OR DISTORTION. 3.4. ALL DOORS SHALL BE ADA COMPLIANT AND BE ADJUSTED TO ENSURE THE DOOR CLOSING SWEEP PERIOD AND DOOR OPENING FORCE AS OUTLINED IN THE MOST CURRENT EDITION OF THE ADA ACCESSIBILITY GUIDELINES AND THE FACBC. END OF SECTION 08 38 00 SECTION 08 42 29 AUTOMATICENTRANCES V07212017 1.1. THIS SECTION CONTAINS INFORMATION NORMALLY FOUND IN SECTION 08 81 00 GLASS GLAZING. 1.2. WIND LOADING: CONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 1.3. WARRANTIES: INSULATING GLASS PANELS: MANUFACTURER'S STANDARD TEN YEAR WARRANTY AGAINST ALL DEFECTS. 1.4. SUBMITTALS 1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.4.2 SHOP DRAWINGS: 1.4.2.1 SUBMIT SHOP DRAWINGS IN SUFFICIENT DETAIL TO SHOW FABRICATION, INSTALLATION, ANCHORAGE, AND INTERFACE OF THE WORK OF THIS SECTION WITH THE WORK ADJACENT. 1.4.2.2 IN JURISDICTIONS WHERE NOTICE OF ACCEPTANCE (NOA) IS REQUIRED (AS DESCRIBED IN SECTION 2.1.2): SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA CERTIFYING THAT ALL REQUIREMENTS OF COUNTY REGULATIONS ARE MET BY DESIGN PROPOSED. 1.4.2.3 ALL AUTOMATIC DOOR ENTRANCES MUST BE COMPLIANT WITH ANSI/BHMA 156.10 ACCESSIBILITY STANDARDS. 2. PRODUCTS 2.1. AUTOMATIC ENTRANCE DOORS: 2.1.1 STANDARD PACKAGE: BESAM (ASSA ABLOY) SL 500 SERIES AUTO -SLIDE AUTOMATIC SLIDING ENTRANCES. WHERE APPLICABLE, INTERIOR DOOR PACKAGE SHALL INCLUDE TRANSOM W/ 1/4" TEMPERED GLASS. 2.1.2 HIGH VELOCITY WIND ZONES: BESAM(ASSA ABLOY) SL 500 Y HIS ONDITION IS "HURRICANE" FOR EXTERIOR APPLICATIONS ONL T C APPLICABLE IN THE FOLLOWING LOCATIONS OR AS REQUIRED IN THE DRAWINGS: 2.1.2.1 FLORIDA: ENTIRE STATE. MUST MEET ASSEMBLY REQUIREMENTS AS STATED IN APPROVED MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE (NOA) AND FLORIDA PRODUCT APPROVAL. 2.1.2.2 GEORGIA: 10 MILES WITHIN THE COAST LINE 2.1.2.3 SOUTH CAROLINA: 10 MILES WITHIN THE COAST LINE 2.1.2.4 ALABAMA: 10 MILES WITHIN THE COAST LINE 2.1.2.5 NORTH CAROLINA: 10 MILES WITHIN THE COAST LINE 2.1.2.6 VIRGINIA: 10 MILES WITHIN THE COAST LINE 2.1.3 SLIDE ACTION: PROVIDE BI-PARTING, BI-PASSING, OR TELESCOPING ACTION AS SHOWN ON THE DRAWINGS. 2.1.4 FINISH: CLEAR ANODIZED ALUMINUM. 2.1.5 COORDINATE GLAZING, ELECTRICAL, CONTROL WIRING, ETC. WITH OTHER TRADES AS REQUIRED. 2.1.6 GLAZING FOR AUTOMATIC DOORS AND SIDELIGHTS: 2.1.6.1 IN AREAS LISTED AS HIGH VELOCITY WIND ZONES, PROVIDE LAMINATED GLASS COMPLYING WITH ASTM C-1172, KIND LA, WHEN STORE IS LOCATED IN ONE OF THE ZONES LISTED IN SECTION 2.1.2 2.1.6.1.1 PROVIDE EVIDENCE OF PROJECT JURISDICTION PRODUCT APPROVAL. 2.1.6.1.2 GLASS: 7/16" OR 9/16" LAMINATED IMPACT GLASS, OUTER LITES 1/4" ANNEALED FLOAT GLASS, QUALITY Q3, LAMINATED ON BOTH SIDES OF INNER PLASTIC LAYER, IN SIZES AS REQUIRED. 2.1.6.2 WHEN THE STORE IS NOT LOCATED IN A HIGH VELOCITY WIND ZONE, AS OUTLINED IN SECTION 2.1.2, USE 1 /4" CLEAR TEMPERED FLOAT GLASS, ASTM C- 1036, QUALITY 03. 2.1.6.3 TRANSOM PANELS SHALL BE OF THE SAME TYPE OF GLAZING AS USED IN THE AUTOMATIC DOORS. 2.1.6.4 INTERIOR GLAZING: 1 /4" CLEAR TEMPERED FLOAT GLASS, ASTM C-1036, QUALITY Q3. 2.2. SEALANTS FOR GLAZING: 2.2.1 WHERE SEALANTS ARE USED IN CONJUNCTION WITH GLAZING SYSTEMS, USE ONLY THOSE RECOMMENDED BY THE MANUFACTURER OF THE GLAZING SYSTEM. 2.2.2 UNDER NO CIRCUMSTANCES SHALL WET SEALANTS BE INTRODUCED INTO GLAZING SYSTEMS TO PROVIDE PRIMARY WEATHERPROOFING OR WATERPROOFING. 2.2.3 WHERE SEALANTS FOR PERIMETERS OF GLAZING SYSTEMS ABUT OTHER MATERIALS, USE SEALANTS AS DESCRIBED IN SECTION 07 92 00 JOINT SEALANTS. 3. EXECUTION 3.1. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. 3.3. ALL TRACKS FOR THE INTERIOR ENTRANCE DOORS MUST BE INSTALLED TO THE CONCRETE SLAB PRIOR TO THE BEGINNING OF TERRAZZO INSTALLATION. USE ADEQUATE SHIMMING TO ENSURE TOP OF TRACK IS AT FINISH FLOOR LEVEL (SLAB IS DEPRESSED APPROXIMATELY 5/8"). 3.4. MAKE MEASUREMENTS AS REQUIRED IN THE FIELD TO ASSURE PROPER FIT. 3.5. ALL ALUMINUM SASH SHALL BE CUT TO FIT, FILED AND INSTALLED TO PROVIDE HAIRLINE FIT AT JOINTS, WITH SMOOTH CONTINUITY OF LINE AND ACCURATE RELATION OF PLANES AND ANGLES. EXPOSED CAULKING SHALL NOT BE USED. 3.6. PREPARE FOR, RECEIVE, AND INSTALL THE FINISH HARDWARE FURNISHED UNDER SECTION 08 71 00 DOOR HARDWARE. 3.7. GLAZING AND SETTING 3.7.1 SASH SHALL BE CLEAN AND DRY BEFORE GLAZING. DO NOT GLAZE IN DAMP OR DUSTY WEATHER OR WHEN TEMPERATURE IS LOWER THAN 40 DEGREES FAHRENHEIT. 3.7.2 IMPROPERLY SET GLASS OR GLASS WHICH DOES NOT FULLY MEET REQUIREMENTS OF ITS GRADE WILL NOT BE ACCEPTED AND MUST BE REPLACED TO SATISFACTION OF ARCHITECT WITHOUT COST TO OWNER. 3.8. CLEANING AND ACCEPTANCE: UPON COMPLETION OF PROJECT: REPLACE ALL CRACKED, STAINED OR BROKEN GLASS AT NO COST TO OWNER. REMOVE ALL TRACES OF PAINT AND ETC., AND THOROUGHLY CLEAN ALL SASH BEFORE FINAL ACCEPTANCE OF PROJECT. END OF SECTION 08 42 29 SECTION 08 43 13 ALUMINUM -FRAMED STOREFRONTS V04182018 1.1. THIS SECTION CONTAINS INFORMATION NORMALLY FOUND IN SECTION 08 81 00 GLASS GLAZING. 1.2. WIND LOADING: CONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION, 1.3. WARRANTIES: INSULATING GLASS PANELS: MANUFACTURER'S STANDARD TEN YEAR WARRANTY AGAINST ALL DEFECTS. 1.4. SUBMITTAL 1.4.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.4.2 SHOP DRAWINGS: 1.4.2.1 SUBMIT SHOP DRAWINGS IN SUFFICIENT DETAIL TO SHOW FABRICATION, INSTALLATION, ANCHORAGE, AND INTERFACE OF THE WORK OF THIS SECTION WITH THE WORK ADJACENT. 2. PRODUCTS 2.1. ALUMINUM FRAMING: 2.1.1 SIZES AND DESIGNS AS SHOWN ON DRAWINGS. INCLUDE ALL SASH, CORNER CAPS, AND COVERS, WIND REINFORCEMENT, AND ALL OTHER COMPONENTS REQUIRED FOR A SECURE, WATERTIGHT INSTALLATION. 2.1.2 INTERIOR AND EXTERIOR FINISH SHALL BE CLEAR ANODIZED ALUMINUM, AA-M12-C12- A31. 2.1.3 APPROVED MANUFACTURERS: KAWNEER VI STAWALL U.S.ALUMINUM TRULITE PPG TUBELITE YKK AMERICAN PRODUCTS, INC (API) 2.2. MANUFACTURER'S LABELS, SHOWING STRENGTH AND QUALITY, ARE REQUIRED ON ALL GLASS, AND ARE NOT TO BE REMOVED UNTIL INSPECTED AND APPROVED BY PUBLIX' REPRESENTATIVE. ALL GLASS SHALL CONFORM TO FED SPEC DD-6-451A. TEMPERED GLASS SHALL BE SO MARKED, PERMANENTLY, IN AN INCONSPICUOUS LOCATION ON THE PANEL. 2.3. EXTERIOR GLAZING: 2.3.1 LAMINATED GLAZING: 9/16" MISSILE IMPACT TO BE USED FOR SHELL GLAZING AND PUBLIX- DESIGNED FACADE GLAZING (DEVELOPER -DESIGNED FACADE GLAZING EXEMPT) IN THE FOLLOWING LOCATIONS OR AS REQUIRED IN THE DRAWINGS: 2.3.1.1 FLORIDA: ENTIRE STATE. MUST MEET ASSEMBLY REQUIREMENTS AS STATED IN APPROVED MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) AND FLORIDA PRODUCT APPROVAL. 2.3.1.2 GEORGIA: 10 MILES WITHIN THE COAST LINE 2.3.1.3 SOUTH CAROLINA:10 MILES WITHIN THE COAST LINE 2.3.1.4 ALABAMA: 10 MILES WITHIN THE COAST LINE 2.3.1.5 NORTH CAROLINA: 10 MILES WITHIN THE COAST LINE 2.3.1.6 VIRGINIA: 10 MILES WITHIN THE COAST LINE 2.3.2 APPROVED PRODUCTS: SAFETY PLUS -II, GLASSLAM NGI SAF-GLAS, IMPACT SECURITY PRODUCTS, INC. STORMGARD, VIRACON STORMGLASS, OLDCASTLE PPG 2.3.3 ELSEWHERE, PROVIDE SEALED INSULATING PANELS COMPOSED OF TWO LITES 1/4" CLEAR TEMPERED FLOAT GLASS, IN SIZES AS DESCRIBED ON DRAWINGS AND VERIFIED IN FIELD. 2.3.3.1 GLASS: ASTM C-1036, QUALITY Q3. 2.3.3.2 SEALED PANELS: ASTM E-774, CLASS B. 2.3.4 EXTERIOR STOREFRONT DOOR (WHERE APPLICABLE). THE FOLLOWING ITEMS ARE TO BE INCLUDED WITH THE DOOR AND PROVIDED BY THE STORE FRONT DOOR PROVIDER: 1 EA. DOOR CLOSER 1 EA. DOOR PULL 1 EA. PUSH BAR 1 EA. THUMB TURN 2.4. INTERIOR GLAZING: 1/4" CLEAR TEMPERED FLOAT GLASS, ASTM C-1036, QUALITY 03, IN SIZES AS REQUIRED. 2.5. SEALANTS FOR GLAZING: 2.5.1 WHERE SEALANTS ARE USED IN CONJUNCTION WITH GLAZING SYSTEMS, USE ONLY THOSE RECOMMENDED BY THE MANUFACTURER OF THE GLAZING SYSTEM. 2.5.2 UNDER NO CIRCUMSTANCES SHALL WET SEALANTS BE INTRODUCED INTO GLAZING SYSTEMS TO PROVIDE PRIMARY WEATHERPROOFING OR WATERPROOFING. 2.5.3 WHERE SEALANTS FOR PERIMETERS OF GLAZING SYSTEMS ABUT OTHER MATERIALS, USE SEALANTS AS DESCRIBED IN SECTION 07 92 00 JOINT SEALANTS. 3. EXECUTION 3.1. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. 3.3. MAKE MEASUREMENTS AS REQUIRED IN THE FIELD TO ASSURE PROPER FIT. 3.4. ALL ALUMINUM SASH SHALL BE CUT TO FIT, FILED AND INSTALLED TO PROVIDE HAIRLINE FIT AT JOINTS, WITH SMOOTH CONTINUITY OF LINE AND ACCURATE RELATION OF PLANES AND ANGLES. EXPOSED CAULKING SHALL NOT BE USED. 3.5. GLAZING AND SETTING 3.5.1 SASH SHALL BE CLEAN AND DRY BEFORE GLAZING. DO NOT GLAZE IN DAMP OR DUSTY WEATHER OR WHEN TEMPERATURE IS LOWER THAN 40 DEGREES FAHRENHEIT. 3.5.2 COORDINATE WITH OTHERS TO SEE THAT SUFFICIENT BLOCKING IS RIGIDLY IN PLACE AND THAT FINISH MATERIAL WILL FIT SILL COVERS, JAMBS, ETC. INSTALL STORE FRONT SASH SECURELY AND NEATLY AND CAULK FULLY TO PRODUCE WATERTIGHT AREA. ANCHOR DIVISION BARS TO STOOL FRAMING AND WOOD GROUND ABOVE. 3.5.3 IMPROPERLY SET GLASS OR GLASS WHICH DOES NOT FULLY MEET REQUIREMENTS OF ITS GRADE WILL NOT BE ACCEPTED AND MUST BE REPLACED TO SATISFACTION OF ARCHITECT WITHOUT COST TO OWNER. 3.6. CLEANING AND ACCEPTANCE: UPON COMPLETION OF PROJECT: REPLACE ALL CRACKED, STAINED OR BROKEN GLASS AT NO COST TO OWNER. REMOVE ALL TRACES OF PAINT AND ETC., AND THOROUGHLY CLEAN ALL SASH BEFORE FINAL ACCEPTANCE OF PROJECT. END OF SECTION 08 43 13 ^� W 10 N CD O -1 �N 0 � 00 U � U "(s ' ' Q 5 U V O n ``0 ``O� W �/ `% U � "g r- r- wA ' 00 0 � � � A m 0 N Q co N Z W M m z F- N w W Qi U � � U� O F_ o O w w o a U VJ F_ W �Y_ w cQ a G O. a nW �v- ` L g M �ZOv- /)� a V) O 2 M U U_ X w M6 = Z z ■.. aW I- � C) QY Z M _7 w J U " r �4t VJ Z O CG G O ) w \_ (V /" o 2 M IT 0- � W m M M N o w O LL. > J J w m J_ Z _j J = 0 (7 � O Z) M a a �N v 2 a(L _j 0g •5 bA • WO 0 U� Z U J (U fY Z) Z C< G F- U W J �0 LU � r H w w s • �.• ' `! _ 0 •"0 _ � v"• �• w rn a m •' r a ��� '•. .`� �` U `S ••�RE .. U 9 0 a 8 m N N J H f- m w � CO U) J w o rn O o z M " U � 00 N w N o z � U w U � �- � = � ¢ a 0 0 U WW 2019 Construction, v SECTION 08 56 59 SERVICE AND TELLER WINDOW UNITS V01262018 1.1. THIS SECTION CONTAINS INFORMATION PERTAINING TO THE PHARMACY VISION AND TRANSACTION WINDOW AND THE CAFE SERVICE WINDOW WHEN THEY OCCUR AS INDICATED ON THE CONSTRUCTION DRAWINGS. 1.2. WIND LOADING: CONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION, 1.3. SUBMITTALS: 1.3.1 SHOP DRAWINGS: 1.3.1.1 SUBMIT SHOP DRAWINGS IN SUFFICIENT DETAIL TO SHOW INSTALLATION, ANCHORAGE, AND INTERFACE OF THE WORK OF THIS SECTION WITH THE WORK ADJACENT. 1.3.1.2 STORES LOCATED IN FLORIDA AND COASTAL COUNTIES (SEE ARTICLE 1.4 OF THIS SECTION): SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA CERTIFYING THAT ALL REQUIREMENTS OF COUNTY REGULATIONS ARE MET BY DESIGN PROPOSED. 1.3.1.3 PRODUCT CERTIFICATES: SIGNED BY PRODUCT MANUFACTURER, INDICATING LEVEL OF BALLISTICS RESISTANCE PROVIDED. 1.4. HIGH VELOCITY WIND ZONES: THIS CONDITION IS APPLICABLE IN THE FOLLOWING LOCATIONS OR AS REQUIRED IN THE DRAWINGS: 1.4.1 FLORIDA: ENTIRE STATE. MUST MEET ASSEMBLY REQUIREMENTS AS STATED IN APPROVED MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE (NOA). 1.4.2 GEORGIA: 10 MILES WITHIN THE COAST 1.4.3 SOUTH CAROLINA: 10 MILES WITHIN THE COAST 1.4.4 ALABAMA: 10 MILES WITHIN THE COAST 1.4.5 NORTH CAROLINA: 10 MILES WITHIN THE COAST 1.4.6 VIRGINIA: 10 MILES WITHIN THE COAST 1.4.7 INSTALLER QUALIFICATIONS: AN AUTHORIZED REPRESENTATIVE OF VISION AND TRANSACTION WINDOW MANUFACTURER FOR INSTALLATION AND MAINTENANCE OF UNITS REQUIRED FOR PROJECT. 1.5. STORAGE AND HANDLING: STORE CRATED VISION AND TRANSACTION WINDOW ON RAISED BLOCKS TO PREVENT MOISTURE DAMAGE. 1.6. FIELD MEASUREMENTS: VERIFY VISION AND TRANSACTION WINDOW OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE WALL CONSTRUCTION TO ENSURE THAT ACTUAL OPENING DIMENSIONS CORRESPOND TO ESTABLISHED DIMENSIONS PROVIDED BY MANUFACTURER. 1.7. WARRANTY: 1.7.1 MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF THE VISION AND TRANSACTION WINDOW THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1.7.1.1 STRUCTURAL FAILURES INCLUDING DEFLECTIONS EXCEEDING 1/8 INCH. 1.7.1.2 FAILURE OF WELDS. 1.7.1.3 EXCESSIVE AIR LEAKAGE. 1.7.1.4 FAULT OPERATION OF TRANSACTION DRAWER. 1.7.1.5 DETERIORATION OF METALS, METAL FINISHES AND OTHER MATERIALS BEYOND NORMAL WEATHERING AND USE. 1.7.2 WARRANTY PERIOD: 1.7.2.1 TRANSACTION DRAWER: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.7.2.2 VISION WINDOW: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.7.2.3 OTHER ITEMS: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 2. PRODUCTS 2.1. THE VISION WINDOW AND TRANSACTION DRAWER AT THE PHARMACY WILL BE SUPPLIED BY THE FOLLOWING COMPANY: E.F. BAVIS AND ASSOCIATES, INC. TERRY ROBERTS, DIRECTOR - MARKETING AND SALES TELEPHONE: (513) 677-0500 EXT. 106 FAX: (513) 677-0552 E-MAIL: TAR@BAVIS.COM 2.1.1 VISION WINDOW: 60" BASIC TRIMLESS WINDOW -OR- HVHZ 60" TRIMLESS WINDOW (HIGH VELOCITY WIND ZONES AS DESCRIBED IN SECTION 1.4) 2.1.1.1 BALLISTICS RESISTANCE: LEVEL 1 WHEN TESTED ACCORDING TO UL 752. 2.1.1.2 FINISH COLOR: BAVIS TEXTURED GRAY. 2.1.2 TRANSACTION DRAWER: BASIC DRAWER 2 -OR- MANUAL DRAWER WITH FLUSH AUDIO PANEL (HIGH VELOCITY WIND ZONES) 2.1.2.1 HEATER: ORDER 115 VAC HEATER IN STORES LOCATED IN THE STATES OF TENNESSEE, NORTH CAROLINA AND VIRGINIA. 2.1.2.2 BALLISTICS RESISTANCE: SAME AS VISION WINDOW. 2.2. WIRELESS ANNUNCIATOR SYSTEM: 2.2.1 RECEIVER: WIRELESS 1000 RC-10, OPTEX 2.2.2 OUTDOOR SENSOR TRANSMITTER: WIRELESS 1000 TD-10, OPTEX 2.3. CAFE WINDOW (WHERE SHOWN ON PLANS): SC4030, QUIKSERV CORP. 2.4. SEALANTS: 2.4.1 UNDER NO CIRCUMSTANCES SHALL WET SEALANTS BE INTRODUCED INTO GLAZING SYSTEMS TO PROVIDE PRIMARY WEATHERPROOFING OR WATERPROOFING. 2.4.2 WHERE SEALANTS FOR PERIMETERS OF GLAZING SYSTEMS ABUT OTHER MATERIALS, USE SEALANTS AS DESCRIBED IN SECTION 07 92 00 JOINT SEALANTS. 3. EXECUTION 3.1. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. 3.3. MAKE MEASUREMENTS AS REQUIRED IN THE FIELD TO ASSURE PROPER FIT. 3.4. WIRELESS ANNUNCIATOR SYSTEM: THE INSTALLER OF THE WINDOW AND TRANSACTION DRAWER WILL BE RESPONSIBLE FOR THE INSTALLATION OF THIS EQUIPMENT. 3.4.1 OUTDOOR SENSOR TRANSMITTER: MOUNT TO PHARMACY CANOPY SO AS TO BE PROTECTED FROM DIRECT EXPOSURE TO WEATHER. THE SENSOR SHOULD BE SET SO AS TO NOTIFY OF AN AUTOMOBILE'S APPROACH TO THE TRANSACTION WINDOW. 3.4.2 RECEIVER: MOUNT ON WALL NEXT TO VISION WINDOW. OUTLET FOR POWER PROVIDED BY ELECTRICAL WORK. 3.5. TRANSACTION DRAWER HEATER: USE THE SAME OUTLET AS THE CHIME BOX FOR THE WIRELESS ANNUNCIATOR SYSTEM. 3.6. SEALANTS: SEAL FRAME PERIMETER WITH SEALANT TO PROVIDE WEATHERTIGHT CONSTRUCTION, UNLESS OTHERWISE INDICATED. 3.7. FIELD QUALITY CONTROL: 3.7.1 COORDINATE WITH MANUFACTURER REPRESENTATIVE TO INSPECT AND VERIFY COMPLIANCE OF INSTALLED PRODUCTS WITH REQUIREMENTS. 3.7.2 REMOVE AND REPLACE WORK WHERE INSPECTIONS INDICATED THAT WORK DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. 3.7.3 PERFORM ADDITIONAL INSPECTIONS TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK. 3.8. ADJUSTING: 3.8.1 ADJUST TRANSACTION DRAWERS TO PROVIDE A TIGHT FIT AT CONTACT POINTS FOR SMOOTH OPERATION AND SECURE ENCLOSURE. 3.9. CLEANING: CLEAN SURFACES PROMPTLY AFTER INSTALLATION OF VISION WINDOW AND TRANSACTION DRAWER. EXERCISE CARE TO AVOID DAMAGING THE FINISH. REMOVE EXCESS GLAZING AND SEALING COMPOUNDS, DIRT AND OTHER SUBSTANCES. 3.9.1 CLEAN GLASS PROMPTLY AFTER INSTALLATION USING CLEANERS RECOMMENDED BY MANUFACTURER. DO NOT USE RAZORS TO CLEAN GLASS. 3.9.2 FOLLOW MANUFACTURER'S INSTRUCTIONS REGARDING LUBRICATION OF TRANSACTION DRAWER HARDWARE. 3.10. DEMONSTRATION: 3.10.1 ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN PUBLIX MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN THE VISION WINDOW, TRANSACTION DRAWER AND WIRELESS ANNUNCIATOR SYSTEM. END OF SECTION 08 56 59 SECTION 08 71 00 DOOR HARDWARE V06282018 1.1.1 HARDWARE SCHEDULE: SUBMIT A COMPLETE SCHEDULE OF HARDWARE USING THE FORMAT OF THIS SPECIFICATION, INDICATING TYPE, NUMBER, LOCATION AND FINISH OF EACH ITEM. INCLUDE MANUFACTURER'S NAME AND MODEL DESCRIPTION, FASTENING DEVICES AND COMPLETE KEYING SCHEDULE. REFERENCE ARCHITECT'S DOOR DESIGNATION. 1.1.2 PROVIDE A CROSS-REFERENCE BETWEEN DOOR NUMBERS AND HARDWARE HEADINGS. 1.1.3 TEMPLATES: FURNISH TEMPLATES AND APPROVED SCHEDULE TO EACH RELATED MANUFACTURER OF EQUIPMENT WHICH REQUIRE SAME FOR THE FABRICATION OF THEIR MATERIAL. 1.1.4 NO SUBSTITUTIONS WILL BE ALLOWED. 1.2. QUALITY ASSURANCE 1.2.1 PROVIDE HARDWARE IN COMPLIANCE WITH THE LOCAL BUILDING CODE REQUIREMENTS. ALSO COMPLY WITH NFPA101 LIFE SAFETY CODE AND ANSI A117.1 WHERE APPLICABLE. 1.2.2 PROVIDE HARDWARE FOR FIRE RATED OPENINGS IN ACCORDANCE WITH NFPA 80, (FIRE DOORS AND WINDOWS) AND NFPA 105 (SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES). 1.3. DELIVERY STORAGE AND HANDLING 1.3.1 DELIVER HARDWARE TO PROJECT SITE IN MANUFACTURER'S PROTECTIVE PACKAGING, ALL ITEMS ARE TO BE MARKED TO INDICATE DOOR OPENING NUMBER, HARDWARE SCHEDULE NUMBER OR OTHER IDENTIFYING MARKS. 1.3.2 STORE HARDWARE IN SECURE LOCK -UP AREA, DRY AND LIGHTED. 1.4. WARRANTY 1.4.1 WARRANT DOOR CLOSERS AGAINST FAILURE DUE TO DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF FIVE (5) YEARS BEGINNING AT DATE OF SUBSTANTIAL COMPLETION. CLOSERS JUDGED DEFECTIVE DURING THIS PERIOD SHALL BE REPLACED OR REPAIRED AT NO COST TO THE OWNER. 1.4.2 WARRANT EXIT DEVICES AGAINST FAILURE DUE TO DEFECTS IN MATERIAL OR WORKMANSHIP FOR A PERIOD OF THREE (3) YEARS. 1.4.3 ALL OTHER WARRANTIES AND BONDS ARE TO BE IN ACCORDANCE WITH SECTION 01700 - CONTRACT CLOSE-OUT. 2. PRODUCTS 2.1. FINISH: 2.1.1 FINISH, UNLESS OTHERWISE INDICATED, SHALL BE US26D. (BRUSHED CHROME) 2.1.2 DOOR CLOSERS SHALL BE SPRAY -PAINTED FOR FINISH TO MATCH ADJACENT HARDWARE. 2.2. CYLINDERS: ACCEPTABLE MANUFACTURER: SARGENT OR SCHLAGE 2.3. LOCK COMPANY. 2.3.1 REMODEL ONLY: ANY REPLACEMENT CYLINDERS SHOULD BE OF THE SAME MANUFACTURER OF THE PREDOMINANT EXISTING CYLINDERS THAT ARE IN THE STORE. THE GENERAL CONTRACTOR OR SUBCONTRACTOR MUST VERIFY THIS INFORMATION WITH THE PUBLIX FACILITIES CONSTRUCTION REPRESENTATIVE. 2.3.2 CYLINDERS SHALL BE KEYED ALIKE. NO MASTER KEYING OR CONSTRUCTION MASTER KEYING IS REQUIRED. 2.3.3 PROVIDE SIX KEYS. 2.4. HINGES: 2.4.1 ACCEPTABLE MANUFACTURERS: MCKINNEY HAGER DOUBLE-ACTING SPRING HINGES: BOMMER INDUSTRIES, INC. 2.4.2 HINGES SHALL BE THE TYPES, MATERIALS, SIZES, AND FINISHES INDICATED IN FINISH HARDWARE SCHEDULE. 2.5. LOCKSETS, PASSAGE SETS, CYLINDERS: 2.5.1 ACCEPTABLE MANUFACTURER: SARGENT LOCK CO. 2.5.2 LOCKSET AND PASSAGE SET SERIES AND DESIGN SHALL BE "D" SERIES (HEAVY DUTY), RHODES LEVER DESIGN. 2.5.3 CYLINDERS SHALL BE MORTISE OR RIM, SIX PIN TYPE COMPLETE WITH CAM AND/OR TAIL PIECE FOR EXIT DEVICES. 2.6. EXIT DEVICES WITH ALARM KITS: 2.6.1 ACCEPTABLE MANUFACTURER: DETEX. 2.6.2 ACCEPTABLE MANUFACTURER (NON -ALARMED): SARGENT. 2.6.3 EXIT DEVICES SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. FOR ACCIDENT HAZARD. EXIT DEVICES FOR USE ON FIRE -RATED OPENING SHALL BEAR FACTORY INSTALLED UL MARKINGS THAT INDICATE A THREE (3) HOUR FIRE RATING. 2.6.4 ALL EXIT DEVICES SHALL BE NON -HANDED. TOUCH PAD SHALL EXTEND A MINIMUM OF 3/4 OF THE DOOR WIDTH AND SHALL BE A MINIMUM OF 2-1/16" IN HEIGHT. LATCHBOLTS SHALL HAVE A SELF-LUBRICATING COATING TO REDUCE WEAR. PLATED OR PLASTIC COATED LATCHBOLTS ARE NOT ACCEPTABLE. 2.7. SURFACE MOUNTED DOOR CLOSERS: 2.7.1 ACCEPTABLE MANUFACTURERS AND PRODUCTS: SARGENT: 1431 2.7.2 ALL SURFACE CLOSERS SHALL BE OF ONE MANUFACTURER. THE CLOSERS SHALL BE NON- HANDED AND NON -SIZED, HYDRAULICALLY CONTROLLED WITH FULL RACK AND PINION OPERATION. THEY SHALL HAVE ADJUSTMENTS FOR BACKCHECK, GENERAL SPEED, AND LATCH SPEED. CLOSERS SHALL MEET AN OPENING FORCE BELOW 5 LBS. TO MEET BARRIER FREE REQUIREMENTS. 2.7.3 WHERE A CLOSER REQUIRES A 'PS' (STOP ARM) LABEL, THE DOOR WILL BE LIMITED TO 90' OPENING AT INTERIOR DOORS AND 100' AT EXTERIOR DOORS. 2.7.4 PROVIDE MOUNTING PLATES AS REQUIRED, SEX NUTS AND BOLTS FOR APPLICATION TO HOLLOW METAL DOORS, AND THRU BOLTS FOR APPLICATION TO WOOD DOORS. 2.8. STOPS, HOLDERS, BOLTS, VIEWERS, AND MISCELLANEOUS: 2.8.1 ACCEPTABLE MANUFACTURERS: SARGENT MCKINNEY ROCKWOOD 2.8.2 TYPES AS INDICATED IN HARDWARE SCHEDULE. 2.8.3 FLUSH BOLTS SHALL BE 1" X 6-3/4" BRASS, RECTANGULAR FRONT, LENGTHS INDICATED, WITH 3/4" THROW. FURNISH BOTTOM STRIKE AND TOP STRIKE PLATES. 2.8.4 BOLTS AND ACCESSORIES FOR USE ON FIRE -RATED DOORS SHALL BE UNDERWRITERS' LABORATORIES LISTED. 2.9. FLAT GOODS: 2.9.1 ACCEPTABLE MANUFACTURERS: ROCKWOOD DON-JO (LATCH PROTECTORS ONLY) 2.10. THRESHOLDS, SWEEPS AND WEATHER-STRIP 2.10.1 PROVIDE EXTRA HEAVY DUTY VERMIN STRIP, 3" HEIGHT, WITH STAINLESS STEEL OR ALUMINUM RECEIVER FOR NEOPRENE SWEEP. 2.10.2 ACCEPTABLE MANUFACTURERS: PEMKO MCKINNEY 2.11. ANY PRODUCTS THAT DO NOT HAVE A MANUFACTURER LISTING ARE NON-PROPRIETARY. 3. EXECUTION 3.1. PRELIMINARY 3.1.1 STORE IN TEMPORARY BINS. TAG, INDEX, AND FILE ALL KEYS TEMPORARILY DURING CONSTRUCTION. 3.1.2 CHECK ALL HARDWARE UPON ARRIVAL ON JOB SITE AGAINST APPROVED FINISH HARDWARE SCHEDULE. CHECK FUNCTION OF HARDWARE FOR JOB USE UNDER SITE CONDITIONS AND INTERFERENCES. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR. 3.2. INSTALLATION 3.2.1 INSTALL HARDWARE TO DOORS AS LISTED IN THE DOOR SCHEDULE. COMPLY WITH "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR CUSTOM STEEL DOORS AND FRAMES" AS PUBLISHED BY THE DOOR AND HARDWARE INSTITUTE. APPLICATION SHALL BE BY SKILLED WORKMEN, WHO WORK WITH PROPER EQUIPMENT, AND SHALL BE IN ACCORD WITH THE MANUFACTURER'S INSTRUCTIONS, FIT TO WORK OF OTHERS ACCURATELY, APPLIED SECURELY, AND ADJUSTED PROPERLY. HARDWARE LET INTO WORK OF OTHERS SHALL BE NEATLY DONE FROM TEMPLATE AND SHALL FIT PERFECTLY. EXERCISE CARE NOT TO DAMAGE WORK OF OTHERS. 3.2.2 INSTALL FINISH HARDWARE TO TEMPLATE. CUT AND FIT SUBSTRATE TO AVOID SUBSTRATE DAMAGE OR WEAKENING. COVER CUT-OUTS WITH HARDWARE ITEM. MORTISE WORK TO CORRECT LOCATION AND SIZE WITHOUT GOUGING, SPLINTERING, OR CAUSING IRREGULARITIES IN EXPOSED FINISHED WORK. 3.2.3 WHERE CUTTING AND FITTING IS REQUIRED ON SUBSTRATES TO BE PAINTED OR SIMILARLY FINISHED, INSTALL, FIT, AND ADJUST HARDWARE PRIOR TO FINISHING, AND THEN REMOVE AND PLACE IN ORIGINAL PACKAGING. REINSTALL HARDWARE AFTER FINISHING OPERATION IS COMPLETED. 3.2.4 ATTACH THRESHOLDS WITH FLATHEAD SCREWS INTO EMBEDDED RECEIVERS, SYMMETRICAL WITH THE CENTER OF DOOR OPENING. ON CASE THRESHOLDS WHERE CAST -ON ANCHORS ARE USED, APPLY UTILIZING AN EPDXY GROUT MIXTURE. 3.2.5 ATTACH DOOR CLOSERS TO DOOR WHETHER WOOD OR METAL, WITH SEX NUT AND BOLT ASSEMBLIES. WHERE CLOSERS HAVE STOP FUNCTION, INSTALL CLOSER TO STOP THE DOOR BEFORE STRIKING OBSTRUCTIONS. 3.3. FINISHING: 3.3.1 ALL LATCH PROTECTORS TO BE PAINTED WITH SAME PAINT AS EXTERIOR DOORS. 3.4. CLEANING AND ADJUSTING 3.4.1 AT THE TIME OF HARDWARE INSTALLATION, ADJUST EACH HARDWARE ITEM TO PERFORM FUNCTION INTENDED. LUBRICATE MOVING PARTS WITH LUBRICANT ACCEPTABLE TO HARDWARE MANUFACTURER TO REMOVE DUST AND STAINS. 3.4.2 PRIOR TO SUBSTANTIAL COMPLETION, READJUST AND RE -LUBRICATE HARDWARE REPAIR OR REPLACE DEFECTIVE MATERIALS. CLEAN HARDWARE AS RECOMMENDED BY MANUFACTURER TO REMOVE DUST AND STAINS. 3.5. FASTENINGS 3.5.1 ALL EXPOSED SCREWS SHALL BE PHILLIPS HEAD, FINISHED TO MATCH ITEM AND SIZED TO SUIT JOB REQUIREMENTS. 3.5.2 SURFACE APPLIED ITEMS SUCH AS CLOSERS AND OVERHEAD HOLDERS SHALL BE APPLIED WITH SEX NUT AND BOLT ASSEMBLIES. 3.6. OPERATION AND ADJUSTMENT 3.6.1 ADJUST ALL INSTALLED ITEMS FOR PROPER OPERATION WITHOUT BINDING OR EXCESSIVE PLAY. 3.6.2 CLOSERS AND OTHER DOOR OPERATING HARDWARE SHALL BE ADJUSTED TO COMPLY WITH REQUIREMENTS OF LOCAL CODES AND IN ACCORDANCE WITH PERFORMANCE REQUIREMENTS OF ADA AND OTHER HANDICAP REGULATIONS. 3.7. COMPLETION 3.7.1 AFTER INSTALLATION, ALL TEMPLATES, INSTALLATION INSTRUCTIONS, AS-BUILTS AND OTHER PERTINENT INFORMATION SHALL PLACED IN A PROPERLY IDENTIFIED BINDER. THIS BINDER AND ALL SPECIAL TOOLS ARE TO BE TURNED OVER TO THE OWNER'S REPRESENTATIVE AT FINAL ACCEPTANCE OF THE PROJECT. 3.7.2 AFTER FINAL ACCEPTANCE, THE HARDWARE SUPPLIER SHALL INSTRUCT THE OWNER'S DESIGNATED PERSONNEL IN THE PROPER OPERATION, ADJUSTMENT AND MAINTENANCE OF HARDWARE AND FINISHES. 3.8. HARDWARE SCHEDULE 3.8.1 ALL DOOR -SPECIFIC OPTIONS ARE NOTED IN THE DOOR SCHEDULE. 3.8.2 GROUP A -1A EXIT (PANIC BAR, EXIT ONLY), WITH ALARM, CLOSER W/H.O.; DOORS FROM STOCK ROOMS AND ELEC. EQUIP. ROOMS TO EXTERIOR (EXCEPT LABELED DOORS; SEE B-1) 3 EA. HINGES BB1279 OR TA2714 4.5 X 4.5 NRP X USP 1 EA. ALARMED EXIT DEVICE V40XEHX626 0 CYLINDER FOR ALARM (FURNISHED AND INSTALLED BY PUBLIX) 1 EA. LATCH PROTECTOR MLP 211 SL 1 EA. CLOSER W/STOP, H.O. 1431 PS TB 1 EA. ONE WAY VIEWER 622 X CRM 1 EA. THRESHOLD 2005 AV 1 SET WEATHER-STRIP S88D 1 EA. DOOR SWEEP PEMKO 57AV 1 EA. RAINGUARD 346C (FOR RAISER ROOM) 3.8.3 GROUP A-1 B DOUBLE DOOR EXIT (PANIC BAR, EXIT ONLY), WITH ALARM, CLOSER W/H.O.; DOORS FROM STOCK ROOMS TO EXTERIOR 8 EA. HINGES HAGER BB1191 4.5 X 4.5 NRP US32D 2 EA. SURFACE BOLTS SARGENT # 988 1 EA. SURFACE VERTICAL ROD DEVICE SARGENT HC4-8710 (NO TRIM, EXIT ONLY) 1 EA. CLOSER NORTON 7500H ON PULL SIDE OF ACTIVE DOOR 1 EA. BOTTOM LATCH GUARD ROCKWOOD BFLG12 1 EA. ROD GUARD ROCKWOOD BFRC24 1 EA. ONE WAY VIEWER ROCKWOOD # 622 1 EA. SADDLE THRESHOLD PEMKO 271A-72" 2 EA. DOOR SWEEP PEMKO 57AV-36" 1 EA. PERIMETER GASKET PEMKO S88D 1 SET ASTRAGAL W/S PEMKO 303AS-96" 1 DETEX WALL MOUNTER ALARM WITH DOOR CONTACTS EAX-2500SK 3.8.4 GROUP B-1A EXIT DOOR (PANIC BAR, EXIT ONLY), WITH ALARM, CLOSER (BUT WITHOUT H.O. BECAUSE DOOR IS B-LABEL, 60-MIN., OR IS A DIRECT EXIT FROM SALES AREA) 3 EA. HINGES B81279 OR TA2714 4.5 X 4.5 NRP X USP 1 EA. ALARMED EXIT DEVICE FV40XEHX630 0 CYLINDER FOR ALARM (FURNISHED AND INSTALLED BY PUBLIX) 1 EA. CLOSER W/STOP, W/O H.O. 1431 PS TB 1 EA. LATCH PROTECTOR MLP 211 SL 1 EA. DOOR SWEEP PEMKO 57AV 1 EA. THRESHOLD 2005 AV 1 SET WEATHER-STRIP S88D 1 EA. ONE WAY VIEWER 622 X CRM 3.8.5 GROUP B-113 DOUBLE DOOR EXIT (PANIC BAR, EXIT ONLY), WITH ALARM, CLOSER (BUT WITHOUT H.O. BECAUSE DOOR IS B-LABEL, 60-MIN., OR IS A DIRECT EXIT FROM SALES AREA) 6 EA. HINGES BB1279 4.5 X 4.5 NRP USP 1 EA. MULLION YALE M200FWS 7' 2 EA. ALARMED EXIT DEVICE FHV40 EH 628 2 EA.CLOSER 1431 PS EN 1 EA.THRESHOLD PEMKO 2005AV X 72" 2 EA.DOOR SWEEP PEMKO 57AV X 36" 2 EA.W/S GASKET PEMKO S88D X 17' 1SET - ASTRAGAL WEATHER STRIP PEMKO 303AS X 84" 1 EA. DOOR VIEWER ROCKWOOD #622 US26D 3.8.6 GROUP B-2 EXIT ACCESS DOOR (PANIC BAR), NO ALARM, INTO RATED CORRIDOR, W/CLOSER 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. EXIT DEVICE W/LEVER OUT 12-8813 F ETL X 32D 1 EA. CLOSER 1431 UO TB 1 EA. SMOKE SEALS88D 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3.8.7 GROUP B-3 DOORS INTO RATED CORRIDOR, ELECTROMAGNETIC HOLD -OPEN, PANIC BAR ON ONE SIDE FOR IMPACT RESISTANCE, SWING -CLEAR HING SES 3 EA. HINGES BB1262 X 4.5 (SWING CLEAR) 1 EA. EXIT DEVICE W/LEVER OUT AL-12-8813 F ETL X 32D 1 EA. CLOSER 1431 UO TB 1 EA. ELECTROMAGNETIC HOLDER 997 X AL X 24 VOLT 3.8.8 GROUP C-1 EXIT DOOR (PANIC BAR), NO ALARM, FROM RATED ENCLOSURE WHICH HAS NO OTHER TRAFFIC, W/CLOSER (OCCURS ONLY IN REMODELS AND NEW STORES WHICH REQUIRE AN ADDED RATED EXIT CORRIDOR DUE TO ADJACENT BUILDINGS) 3 EA. HINGES TA2714 4.5 X 4.5 NRP X USP 1 EA. EXIT DEVICE 12-8813 F X 32D 1 EA. CLOSER, W/STOP, W/O H.O. 1431 PS TB 1 EA. DOOR SWEEP PEMKO 57AV 1 EA. THRESHOLD 2005 AV 1 SET WEATHER-STRIP S88D 3.8.9 GROUP C-2 EXIT ACCESS DOOR (PANIC BAR), WITH ALARM, INTO RATED ENCLOSURE WHICH HAS NO OTHER TRAFFIC, W/B-LABEL & CLOSER (OCCURS ONLY IN REMODELS AND NEW STORES WHICH REQUIRE AN ADDED RATED EXIT CORRIDOR DUE TO ADJACENT BUILDINGS) 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. EXIT DEVICE W/LEVER OUT FV40XEH 0 CYLINDER FOR ALARM (FURNISHED & INSTALLED BY PUBLIX) 1 EA. LATCH PROTECTOR MLP 211 SL 1 EA. CLOSER, W/0 STOP, W/O H.O. 1431 UO TB 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3.8.10 GROUP D LOCKSET, CAN BE DISABLED FROM INSIDE: OFFICES, BOOKKEEPING CONFERENCE/ TRAINING ROOMS, STORAGE ROOMS: 3 EA. HINGES 1279 X 4.5 X 4.5 1 EA. ENTRANCE LOCKSET 28 1OGO5 LL 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.11 GROUP D- 1 LOCKSET, CAN BE DISABLED FROM INSIDE: SINGLE TOILETS: 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. ENTRANCE LOCKSET 10G44 LL 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 1 EA. CLOSER 1431 UO TB 3 EA. SILENCERS 608 3.8.12 GROUP E LOCKSET, CAN BE DISABLED FROM INSIDE, WITH CLOSER: DOORS FROM SALES AREA TO CUSTOMER SERVICE AND OFFICE AREA AND DOOR(S) FROM ELEC. EQUIP. ROOM TO INTERIOR, SINGLE TOILET RESTROOMS 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. ENTRANCE LOCKSET 10GO5 LL 1 EA. CLOSER 1431 UO TB 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.13 GROUP F-1 LOCKSET, KEY -OPERATED ONLY: (SINGLE) EQUIPMENT CLOSET DOORS 3 EA. HINGES 1279 X 4.5 X 4.5 1 EA. STOREROOM LOCKSET 10GO4 LL 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.14 GROUP F-2 LOCKSET, KEY -OPERATED ONLY: PAIRS OF EQUIPMENT CLOSET DOORS 6 EA. HINGES 1279 X 4.5 X 4.5 1 EA. STOREROOM LOCKSET 10GO4 LL 2 EA, DOOR STOPS 409 OR 443 AS REQUIRED 1 PAIR FLUSH BOLTS555 X 12" 1 EA. DUST PROOF STRIKE 570 2 EA. SILENCERS 608 3.8.15 GROUP G LOCKSET, KEY -OPERATED ONLY, WITH CLOSER: CASH ROOM 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. STOREROOM LOCKSET 10G04 LL 1 EA. CLOSER 1431 UO TB 1 EA.DOOR STOP 409 OR 443 AS REQUIRED 1 EA. LARGE DOOR VIEWER DS2000 BY DOOR SCOPE, SILVER FINISH 3 EA. SILENCERS 608 3.8.16 GROUP H OFFICE SET: HALF DOOR AT PHARMACY 3 EA. HINGES 1279 X 4.5 X 4.5 1 EA. LOCKSET 10G04 LL 2 EA. FOLDING BRACKETS EB-303/EP TB (SUGATSUNE AMERICA) 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 2 EA. SILENCERS 608 3.8.17 GROUP J PASSAGE SET: NON -LOCKING STORAGE & EQUIPMENT, PASSAGE DOORS 3 EA. HINGES 1279 X 4.5 X 4.5 X 26D 1 EA. PASSAGE SET 1OU15 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.18 GROUP K RESTROOMS, PASSAGE DOOR IN OFFICE AREA 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. PUSH PLATE 70 F 8 X 16 X 32D 1 EA. DOOR PULL 107X 70 C 4 X 16 X 32D 1 EA. CLOSER 1431 UO TB 1 EA. KICK PLATE K1062 8 X 34, US32D 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.19 GROUP L-1 VERTICAL LIFT DOORS 2 EA. PADLOCKS (1 DAYLOCK, 1 NIGHTLOCK)758C-4 3.8.20 GROUP L-2 ROOF HATCH, EQUIPMENT CAGES, TRASH COMPACTOR 1 EA. PADLOCK 758C-4 3.8.21 GROUP M ROOF TOP EQUIPMENT ROOMS 3 EA. HINGES 1270 X 4.5 X 4.5 X USP X NRP 1 EA. DEADLOCK 484 X 26 1 EA. DOORPULL 8102-6S 32D 1 EA. STOP & H.O. GJ90M X 26D 3.8.22 GROUP N 3.8.23 FRONT DOORS, EXTERIOR CAFE DOORS (STOREFRONT) USE STANDARD MORTISE OR RIMSET CYLINDERS SUPPLIED WITH STORE FRONT DOORS AS CONSTRUCTION TEMPORARIES. PERMANENT CYLINDERS FURNISHED & INSTALLED BY PUBLIX. ALL OTHER HARDWARE BY DOOR MANUFACTURER. 3.8.24 GROUP P PHARMACY ROLLING GRILLE PREPARE FOR SCHLAGE MORTISE CYLINDER, CYLINDER FURNISHED AND INSTALLED BY PUBLIX. 3.8.25 GROUP Q RETURN AIR CHASE ACCESS DOORS BY MILCOR OR NYSTROM PREPARE FOR SCHLAGE MORTISE CYLINDER, CYLINDER FURNISHED AND INSTALLED BY PUBLIX. 3.8.26 GROUP R EXTERIOR STORAGE OR MECHANICAL ROOMS 6 EA. HINGES BB 1191 OR TA2314 4.5 X 4.5 NRP X USP 1 EA. LOCKSET 10GO4 LL 1 EA. SURFACE BOLTS 988 2 EA. OVERHEAD HOLDER 598H 1 SET WEATHERSTRIPS88D LAIR 1 EA. THRESHOLD 2005 AS LAR 2 EA. MEETING STILE ASTRAGAL 303 AS 3.8.27 GROUP S LOCKSET, CAN BE DISABLED FROM INSIDE, WITH CLOSER: DOORS FROM CLINICAL ROOM OR OFFICE TO INTERIOR OF PHARMACY 3 EA. HINGES BB1279 X 4.5 X 4.5 1 EA. ENTRANCE LOCKSET SIMPLEX L1000 PUSHBUTTON 1 EA. CLOSER 1431 UO TB 1 EA. DOOR STOP 409 OR 443 AS REQUIRED 3 EA. SILENCERS 608 3.8.28 GROUP T RESTROOMS WITH WALL PARTITIONS (WHERE APPLICABLE) 3 EA. HINGES TA2714 4.5 X 4.5 NRP X USP 1 EA. DEADBOLT 8571 626 1 EA. PUSH PLATE 70A US32D CFTT 1 EA. CLOSER 1431 UO TB (ADA STALL ONLY) 1 EA. DOOR PULL 132-RKW MTG-TYPE 2 US32D 1 EA, DOOR STOP 1513 CP 3.8.29 GROUP U STORE FRONT DOOR TO THE EXTERIOR. THE FOLLOWING ITEMS ARE TO BE INCLUDED WITH THE DOOR AND PROVIDED BY THE STORE FRONT DOOR PROVIDER: 1 EA. DOOR CLOSER 1 EA. DOOR PULL 1 EA. PUSH BAR 1 EA. THUMB TURN End of Section 08 71 00 SECTION 09 29 00 GYPSUM BOARD V01212016 1. GENERAL 1.1. SUBMIT LOIS IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 2. PRODUCTS 2.1. MANUFACTURER: ALL MATERIALS SHALL BE PRODUCTS OF ONE MANUFACTURER, EXCLUDING CEMENTITIOUS BACKER BOARD WHEN NECESSARY. 2.2. MATERIALS: 2.2.1 ALL BOARD TYPES SHALL BE 5/8" THICKNESS, UNLESS INDICATED OTHERWISE. 2.2.2 COORDINATE PLACEMENT OF GYPSUM BOARD TYPES WITH ROOM FINISH SCHEDULE AND WALL TYPE DESIGNATIONS. 2.2.3 DRYWALL: 2.2.3.1 FIRE RETARDANT DRYWALL: ASTM C36, TYPE X. 12.2.3.2 GYPSUM TILE BACKER BOARD: ASTM D 3273. SEE ROOM FINISH SCHEDULE FOR LOCATIONS. 2.2.3.3 MANUFACTURERS: GEORGIA-PACIFIC CORP. NATIONAL GYPSUM CO. TEMPLE -INLAND FOREST PRODUCTS CORP. US GYPSUM CO. 2.2.4 CEMENTITIOUS TILE BACKER BOARD: ASTM C 1178. USE ONLY WHERE DESIGNATED IN THE ROOM FINISH SCHEDULE. 2.2.4.1 MANUFACTURERS: US GYPSUM CO., DUROCK CEMENT BOARD JAMES HARDIE CO., HARDIBACKER 500 CUSTOM BUILDING PRODUCTS, WONDERBOARD NATIONAL GYPSUM CO., PERMABASE CEMENT BOARD 2.2.5 ACCESSORIES: 2.2.5.1 JOINT REINFORCING TAPE SHALL BE PERFORATED OR SPARKED. JOINT COMPOUND SHALL BE READY MIXED. 2.2.5.2 CORNER BEADS, CASING BEADS AND TRIM SHALL BE GALVANIZED STEEL. 2.2.6 DRYWALL CEILING SUSPENSION SYSTEM: PROVIDE PRE-ENGINEERED SYSTEM CONSISTING OF COLD -ROLLED STEEL MEMBERS CONFORMING TO ASTM C635. PROVIDE FIRE -RATED ASSEMBLIES WHEN APPLICABLE. 2.2.6.1 PRODUCTS: "DRYWALL SUSPENSION SYSTEM", USG "DRYWALL GRID SYSTEM", ARMSTRONG "DRYWALL GRID SYSTEM 640/66011, CHICAGO METALLIC 2.2.7 STEEL STUDS: 2.2.7.1 GALVANIZED SCREWABLE CHANNEL TYPE STUDS OF SPECIFIED SIZE, COMPLYING WITH ASTM C645, 20 GAUGE MINIMUM (OR EQUIVALENT FOR KNURLED STEEL), AT ALL INTERIOR LOCATIONS. 2.2.7.2 MANUFACTURER: MARINO\WARE-DIV.WARE INDUSTRIES DIETRICH INDUSTRIES CLARK STEEL FRAMING SYSTEMS TELLING INDUSTRIES ALLSTEEL & GYPSUM PRODUCTS STEEL CON 2.2.7.3 FORM FROM STEEL ASTM A653, GRADE A, WITH A MINIMUM YIELD OF 33,000 PSI. 2.2.8 DRYWALL SCREWS: ASTM C645. 2.3. BACKING FOR DRYWALL AT OUTSIDE CURVE APPLICATIONS: A-C INT-APA WITH EXTERIOR GLUE, 1/8" THICKNESS. 3. EXECUTION 3.1. CEILING 3.1.1 INSTALL WALL TRACK LEVEL AT SPECIFIED CEILING HEIGHT AROUND ENTIRE PERIMETER. 3.1.2 FURRING RUNNERS SHALL BE DIRECTLY SUSPENDED AND LEVELED ON 48" CENTERS BY NOT LESS THAN 12 GAUGE GALVANIZED STEEL WIRE SPACED NOT MORE THAN 48" ON CENTER ALONG THE MAIN RUNNER. (FOR SPECIAL MODULE SIZES FOLLOW SAME PROCEDURES WITH ON CENTER SPACING OF RUNNERS ADJUSTED TO TEE WIDTH.) 3.1.3 FURRING TEES SHALL BE SPACED 16" ON CENTER ALONG THE MAIN RUNNERS. 3.1.4 FIT FURRING RUNNER AND TEE ENDS INTO THE WALL TRACK AT ALL PERIMETERS. 3.1.5 DRYWALL PANELS SHALL BE SCREW ATTACHED AT 8" INTERVALS TO ALL FURRING RUNNERS, TEES, AND WALL TRACK WITH THE LONG DIMENSION PARALLELING THE FURRING RUNNERS IN ALL POSSIBLE INSTANCES. DEFLECTION OF COMPONENTS NOT TO EXCEED 1/360 OF THE SPAN. 3.1.6 IN AREAS WHERE FIXTURES OR OTHER ACCESSORIES ARE PLACED IN OR ON THE GRID COMPONENTS, 12 GAUGE HANGER WIRES ARE TO BE SUSPENDED AT EACH CORNER OF THE FIXTURE OR ACCESSORY TO DISTRIBUTE THE LOAD EVENLY. 3.2. WALLS 3.2.1 STEEL STUDS: 16" ON CENTER. 3.2.2 PANELS SHALL BE SCREWED TO STEEL STUDS WITH BUGLE HEAD DRY WALL SCREWS OF LENGTH AS RECOMMENDED BY MANUFACTURER. 3.2.3 WHERE APPLICABLE, INSULATE WALLS AROUND MEAT CUTTING, PACKAGING ROOM, EMPLOYEE LOUNGE, MANAGER'S OFFICE, REST ROOMS AND AS INDICATED ON DRAWINGS WITH 3 1-211 BATT INSULATION. 3.2.4 AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ARE POSITIONED AGAINST THE INSIDE TRACK WEB, PRIOR TO STUD AND TRACK ATTACHMENT. 3.2.5 STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. 3.2.6 JACK STUDS OR CRIPPLES SHALL BE INSTALLED ABOVE WINDOW AND DOOR HEADS, AT FREE STANDING STAIR RAILS, AND ELSEWHERE TO FURNISH SUPPORT, AND SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. 3.2.7 WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE: WALLS UP TO 10' 0" HEIGHT: ONE ROW AT MID -HEIGHT; WALLS EXCEEDING 10'-099: BRIDGING ROWS SPACED NOT TO EXCEED 5'-0" ON -CENTER. 3.2.8 PROVIDE 7/8" 20 GAUGE GALVANIZED STEEL DRYWALL FURRING CHANNELS VERTICALLY AT 16" O.A. FOR ALL PANELED WALLS ON MASONRY AND OTHERS AS REQUIRED. 3.2.9 FOR ALL WALLS THAT SURROUND FLOORS THAT WILL RECEIVE PORTLAND CEMENT TERRAZZO, LEAVE OUT THE FIRST 4 FEET OF GYPSUM BOARD (FROM FINISH FLOOR) UNTIL TERRAZZO INSTALLATION IS COMPLETE. 3.3. WALLS AND CEILINGS 3.3.1 STEEL STUD FRAMING COMPONENTS MAY BE PRE -ASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING. 3.3.2 ALL FRAMING COMPONENTS SHALL BE SET SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. 3.3.3 A UNIFORMLY THIN LAYER OF JOINT COMPOUND SHALL BE APPLIED OVER JOINTS TO A WIDTH OF APPROXIMATELY 4" WIDE. CENTER TAPE OVER JOINT AND IMBED INTO COMPOUND LEAVING SUFFICIENT JOINT COMPOUND UNDER TAPE TO PROVIDE PER BOND. CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH TAPE FOLDED TO CONFORM TO THE ANGLE AND IMBEDDED IN THE COMPOUND. 3.3.4 SAND BETWEEN COATS. 3.3.5 AFTER COMPOUND IS THOROUGHLY DRY, THE TAPE SHALL BE COVERED WITH ANOTHER COAT OF JOINT COMPOUND SPREAD OVER THE TAPE AND 3" EACH SIDE OF TAPE, AND FEATHERED OUT AT EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHER COAT WITH SLIGHT, UNIFORM CROWN OVER THE JOINT. THIS COAT SHALL BE SMOOTH WITH EDGES FEATHERED APPROXIMATELY 3" BEYOND PRECEDING COAT. 3.3.6 COAT CORNERS, AND NAIL OR SCREW HEADS ADDITIONALLY AS PER MANUFACTURERS SPECIFICATIONS. 3.3.7 INSTALL J-MOLD AT CEILING AND WALL JUNCTURE WHERE REQUIRED. 3.3.8 ENTIRE AREAS SHALL BE INSTALLED NEATLY AND READY TO RECEIVE FINISH AS SCHEDULED. ALL STUDS SHALL HAVE DRYWALL TO THE TOP OF THE PLATE FOR FIRE AND RODENT PROTECTION. 3.3.9 PRIOR TO INSTALLATION, PROVIDE REPRESENTATIVE SAMPLE OF "KNOCK -DOWN" FINISH TO THE PUBLIX CONSTRUCTION REPRESENTATIVE. 3.3.10 CONTROL JOINTS: IN CEILING, INSTALL EXPANDABLE CONTROL JOINTS AS RECOMMENDED BY MANUFACTURER, AT MAXIMUM 40' ON CENTER. 3.4. MOISTURE RESISTANT GYPSUM BOARD: 3.4.1 USE AT LOCATIONS INDICATED IN THE ROOM FINISH SCHEDULE. 3.4.2 USE BEHIND ALL REFRIGERATED CASES TO A HEIGHT OF 4'-01 /2". START AT 1 /2" ABOVE FINISHED FLOOR. 3.4.3 INSTALL ADJACENT TO ALL WALK-IN COOLERS AND FREEZERS. HEIGHT: ABOVE THE TOP OF THE UNIT. 3.4.4 USE AT OTHER LOCATIONS AS REQUIRED. 3.5. CURVED SUSPENDED WALLS: 3.5.1 OUTSIDE CURVES 10'-0" RADIUS OR LESS: FORM CURVE WITH METAL STUDS 8" OC BEGINNING 2'-0" INTO STRAIGHT PORTION OF WALL. THOROUGHLY SOAK AND APPLY TWO LAYERS 1/8" PLYWOOD TO METAL STUDS ALLOWING FIRST LAYER TO DRY BEFORE APPLICATION OF SECOND. APPLY 1 /4" DRYWALL TO PLYWOOD SUBSTRATE WITH DRYWALL ADHESIVE, LONG DIMENSION HORIZONTAL. WET DRYWALL AS NECESSARY TO OBTAIN SMOOTH CURVE WITH NO FLATS. 3.5.2 OUTSIDE CURVES RADIUS GREATER THAN 10'-0": FORM CURVE WITH METAL STUDS 8" OC BEGINNING 2'-0" INTO STRAIGHT PORTION OF WALL. APPLY 1 /2" DRYWALL TO METAL STUDS WITH DRYWALL ADHESIVE, LONG DIMENSION HORIZONTAL. WET DRYWALL AS NECESSARY TO OBTAIN SMOOTH CURVE WITH NO FLATS. 3.5.3 INSIDE CURVES RADIUS GREATER THAN 10'-0": FORM CURVE WITH METAL STUDS 1'-O" OC BEGINNING 2'-0" INTO STRAIGHT PORTION OF WALL. APPLY 1 /2" DRYWALL TO METAL STUDS WITH DRYWALL ADHESIVE, LONG DIMENSION HORIZONTAL. WET DRYWALL AS NECESSARY TO OBTAIN SMOOTH CURVE WITH NO FLATS. END OF SECTION 09 29 00 SECTION 09 30 00 TILING VO1212016 1. GENERAL 1.1. THIS SECTION ALSO CONTAINS INFORMATION NORMALLY FOUND IN SECTION 04 40 00 STONE ASSEMBLIES PERTAINING TO MARBLE AND GRANITE SILLS. 1.2. SUBMITTALS: 1.2.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.2.2 PRODUCT LITERATURE FOR ALL ITEMS SELECTED IN L01 ARE REQUIRED WITH SUBMISSION. 1.3. WARRANTIES: ALL TILE WORK SHALL BE GUARANTEED FOR WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS. ANY WORK FOUND TO BE DEFECTIVE DURING THAT TIME SHALL BE REPLACED AT NO COST TO THE OWNER. 2. PRODUCTS 2.1. CERAMIC TILE WALLS AND WAINSCOTS: MANUFACTURER, SERIES, FINISH, COLOR, AND SIZE AS INDICATED ON INTERIOR FINISH ELEVATIONS. 2.1.1 TILE PATTERNS ARE CONTAINED IN THE TILE PATTERN BOOK, WHICH IS AVAILABLE AT HTTPS:/ /APP.BOX. COM/S/OCJP4UMWKDF54WEQ66UD 2.1.2 CERAMIC TILE SETTING AND GROUTING COMPOUNDS: SELECT EITHER LATICRETE OR MAPEI FOR ALL APPLICATIONS (USE OF THE TWO APPROVED PRODUCTS AS A COMBINATION IS NOT ALLOWED) 2.1.3 LATICRETE PRODUCTS: 2.1.3.1 LATICRETE 252 SILVER THINSET ADHESIVE (QUARRY TILE FLOORS) 2.1.3.2 LATICRETE SPECTRA LOCK 2000 IC GROUT (QUARRY TILE FLOORS) 2.1.3.3 LATICRETE 4XLT MORTAR (ADHESIVE FOR WALL LARGER TILE) 2.1.3.4 LATICRETE 252 SILVER THINSET (ADHESIVE FOR WALL NOMINAL TILE) 2.1.3.5 LATICRETE PERMACOLOR SERIES GROUT (WALLS) 2.1.4 MAPEI PRODUCTS 2.1.4.1 ULTRAFLEX 3 THINSET ADHESIVE (QUARRY TILE FLOORS) 2.1.4.2 KERAPDXY IEG GROUT (QUARRY TILE FLOORS) 2.1.4.3 ULTRAFLEX THINSET ADHESIVE (FOR ALL WALLS TILES) 2.1.4.4 ULTRACOLOR SERIES GROUT (WALLS) 2.1.5 GROUT COLORS: SEE TILE PATTERN BOOK. 2.2. GROUT RELEASE AGENT: AQUA MIX GROUT RELEASE, AQUA MIX 2.3. SEALANTS: ONE OR TWO PART URETHANE. USE TYPE DESIGNED FOR APPLICATION INTENDED, COLOR AS SELECTED BY ARCHITECT. 2.4. WHERE THE FLOOR SLAB IS ELEVATED ABOVE GROUND SELECT FROM THE FOLLOWING WATERPROOF MEMBRANE PRODUCTS: 2.4.1 LATICRETE PRODUCT: 2.4.1.1 LATICRETE HYDRO BARRIER 2.4.2 MAPEI PRODUCTS: 2.4.2.1 MAPELASTIC AQUADEFENSE 2.4.2.2 MAPELASTIC 315 3. EXECUTION 3.1. GENERAL: ALL APPLICATORS AND FIELD PERSONNEL SHALL BE FULLY TRAINED AND FAMILIAR WITH MANUFACTURERS' APPLICATION PROCEDURES. 3.2. QUARRY TILE AND BASE: 3.2.1 LAY TILE IN A STRAIGHT JOINT PATTERN, EACH DIRECTION, WITH A 1/4" JOINT. ALIGN FLOOR AND BASE JOINTS. SEE ROOM FINISH SCHEDULE AND FINISH ELEVATIONS FOR LOCATIONS OF QUARRY TILE BASE. 3.2.2 APPLY GROUT RELEASE AGENT PER MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLING GROUT. 3.2.3 GROUT SHALL BE LEVEL WITH THE SURFACE OF THE TILE, WITH NO SHARP EDGES OF THE TILE SHOWING. 3.2.4 CUT QUARRY TILE AS REQUIRED TO PROVIDE A 1 /4" CONTROL JOINT DIRECTLY ABOVE SLAB CONSTRUCTION JOINTS. PRIME SIDES OF JOINT WIDTH. SEAL CONTROL JOINT WITH POLYURETHANE SEALANT TO 1/4" DEPTH, BACKED WITH CLOSED -CELL FOAM. 3.2.5 SLOPE ALL TILE TO DRAINS, AS SHOWN ON DRAWINGS. SET ALL TILE FLUSH WITH TOPS OF FLOOR DRAINS AND ADJACENT FINISHED FLOORS. 3.2.6 ENSURE THAT BASE HAS A SOLID GROUT BED WHERE IT MAKES CONTACT WITH THE WALL, AND THAT THERE ARE NO VOID AREAS BEHIND TILE AND AT TRANSITION WITH FLOOR. 3.3. MARBLE OR GRANITE SILLS 3.3.1 SET BY EXPERIENCED GRANITE CRAFTSMEN WHO HAVE A MINIMUM OF THREE (3) YEARS EXPERIENCE IN THE TRADE, AND IN ACCORDANCE WITH THE MARBLE INSTITUTE OF AMERICA (M.I.A.) INSTALLATION PROCEDURES MANUAL. 3.3.2 SEAL JOINTS WITH APPROPRIATE SEALANT. 3.3.3 COORDINATE AND COOPERATE WITH STORE FRONT SASH INSTALLER. 3.4. CERAMIC WALL TILE ON MASONRY SUBSTRATE 3.4.1 THIN -SET WITH MORTAR AND UN -SANDED GROUT, BOTH IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 3.4.2 SET FLUSH WITH ADJACENT BASE; LAY IN A STRAIGHT JOINT PATTERN EACH DIRECTION, WITH A JOINT WIDTH OF 1/16" OR AS ESTABLISHED BY MANUFACTURER'S SHEET. 3.4.3 GROUT SHALL BE LEVEL WITH THE SURFACE OF THE TILE, WITH NO SHARP EDGES OF THE TILE SHOWING. 3.5. CERAMIC TILE ON BACKER BOARD 3.5.1 SET ON MOISTURE -RESISTANT BACKER BOARD WITH MORTAR, GROUT WITH UNSANDED CEMENT GROUT, BOTH IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 3.5.2 SET FLUSH WITH ADJACENT BASE; LAY IN A STRAIGHT JOINT PATTERN EACH DIRECTION, WITH A JOINT WIDTH OF 1/16" OR AS ESTABLISHED BY MANUFACTURER'S TILE SHEET. 3.5.3 GROUT SHALL BE LEVEL WITH THE SURFACE OF THE TILE, WITH NO SHARP EDGES OF THE TILE SHOWING. 3.6. EXTERIOR CERAMIC TILE: IF THIS PROJECT IS TO RECEIVE EXTERIOR TILE SET ON A VERTICAL SURFACE (SEE CONTRACT DOCUMENTS BY OTHERS FOR STORE FACADE), THE TILE, SETTING METHOD, PATTERN, AND GROUT SHALL BE APPROVED IN WRITING BY PUBLIX' ARCHITECT. END OF SECTION 09 30 00 SECTION 09 50 00 CEILINGS V01062015 1. GENERAL 1.1. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. NO PRODUCT SAMPLES OR CUT SHEETS WILL BE REQUIRED. 1.2. CUSTOM COLORS: WHERE CUSTOM COLORS OF CEILING PANELS ARE SPECIFIED, IT IS ASSUMED THAT THE QUANTITY REQUIRED FOR USE WILL EXCEED THE AMOUNT OF MATERIAL NEEDED FOR A STOCK RUN BY PANEL MANUFACTURER. IF THIS CONDITION IS NOT MET, AND THERE IS AN UP -CHARGE FOR CUSTOM COLORS, NOTIFY PUBLIX ARCHITECT. 2. PRODUCTS 2.1. SUSPENSION SYSTEMS: 2.1.1 WHERE CEILING PANELS ARE USED:15/16" EXPOSED DOUBLE -WEB TEE CONFORMING TO ASTM C635 INTERMEDIATE -DUTY CLASSIFICATION STANDARDS. CROSS -TEES SHALL ALSO COMPLY WITH INTERMEDIATE -DUTY (12 LB/LF) STANDARDS, AND SHALL HAVE STAB -TYPE STEPPED (I.E. OVERRIDING) ENDS. 2.1.2 WALL MOLDING SHALL BE ANGLE WITH 7/8" LEGS. SYSTEM COLOR SHALL BE FLAT WHITE. 2.1.3 ACCEPTABLE SYSTEMS: ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM, ALUMINUM CAPS AND STEPPED END CROSS TEES. CHICAGO METALLIC CORP. "200 SNAP -GRID SYSTEM", ALUMINUM CAPS AND STEPPED END CROSS TEES. USG INTERIORS, INC. DONN DXLA ALUMINUM CAPS AND STEPPED END CROSS TEES. 2.2. GRID SYSTEM: 2.2.1 SYSTEM DESCRIPTION: UPPER GRID AND LOWER GRID WITH KNUCKLE ASSEMBLY AND OTHER COMPONENTS TO FORM "CRISS CROSS GRID." UPPER AND LOWER GRID FORM 6' (NOMINAL) SQUARES. AT SELECT LOCATIONS, 6' SQUARES ARE DIVIDED INTO 2' SQUARES FOR SUSPENSION OF CEILING TILE OR OPEN CELL PANELS. 2.2.2 ALL GRID SYSTEM COMPONENTS: LITELAB SYSTEM FURNISHED BY PUBLIX (O.F.C.I.) 2.2.3 ALL SUSPENSION SYSTEM COMPONENTS ARE A PART OF THE CONTRACT. SEE THE DRAWINGS FOR DEMARCATION OF GRID SYSTEM AND SUSPENSION SYSTEM. 2.2.4 CEILING TILE/OPEN-CELL SUB -SYSTEM (REMODELS ONLY): 2.2.4.1 SUB -SYSTEM DESCRIPTION: 6'X 6' COMPOSED OF MAIN TEES AND CROSS TEES DESCRIBED ABOVE. 2.2.4.2 ALL SUBSYSTEM COMPONENTS ARE A PART OF THE CONTRACT WITH THE EXCEPTION OF THE DROP -ON T-RAIL WHICH SUPPORTS THE PERIMETER OF EACH 6'X 6' SUB- SYSTEM. 2.2.4.3 TEE GRID FOR CEILING TILES AND MESH PANELS WITHIN 6'X6' PANELS: AS ABOVE, COLOR: WHITE. 2.2.4.4 CEILING TILES: VINYL FACED GYPSUM PANELS AS DESCRIBED BELOW. 2.2.4.5 EDGE TRIM: 8" HIGH X 9/16" LEGS, WITH CONNECTORS FOR GRID SYSTEM CAPABLE OF RECEIVING INTERSECTING TEES AT ANY ANGLE, AND SPLICE PLATES TO FORM FLUSH BUTT JOINTS WHERE EDGE TRIM ENDS MEET. SPLICE PLATES SHALL PROVIDE TIGHT FRICTION FIT OR BE SECURED WITH SET SCREWS. PAINT ALL SURFACES CUSTOM COLOR AS SELECTED BY PUBLIX ARCHITECT. ACCEPTABLE SYSTEMS: COMPASSO SYSTEM, USG INTERIORS AXIOM CLASSIC SYSTEM, ARMSTRONG SUSPENDED PERIMETER TRIM SYSTEM, CHICAGO METALLIC CONTURA, GORDON ARCHITECTURAL ALUMINUM SPECIALTIES, INC. 2.3. ACOUSTICAL TILE 2.3.1 ACOUSTICAL TILE (SALES AREA) SHALL BE EITHER 2495X 24"X 5/8" OR 24"X 48"X 5/8" (PER DRAWINGS), SQUARE CUT EDGE, WHITE COLOR IN ONE OF THE FOLLOWING PRODUCTS: ARMSTRONG FINE FISSURED RH90. CERTAINTEED HYTONE VANTAGE 10. U.S.G.INTERIORS, INC. RADAR. 2.3.2 VINYL -FACED GYPSUM PANELS (FOOD PREPARATION AREAS - BAKERY, DELI, AND MEAT INCLUDING ASSOCIATED STORAGE AND SCULLERIES) 249"X 24"X 4891X 1 /2" (PER DRAWINGS) WITH 2-MIL STIPPLE -PATTERN EMBOSSED WHITE VINYL LAMINATED TO ONE SIDE, SURFACE BURNING CHARACTERISTICS - CLASS A, AS FOLLOWS: ARMSTRONG CLEAN ROOM VL CAPAUL CORP. VINYLROCK GYPSUM CEILING PANELS CERTAINTEED VINYLTONE GYPSUM PROTECTONE GOLD BOND BUILDING PRODUCTS GRIDSTONE USG INTERIORS, INC. SHEETROCK MILLENIA "CLIMAPLUS" 2.4. ACOUSTIC INSULATION: THE ENTIRE AREA ABOVE THE CEILING IN THE MANAGER'S OFFICE, AND THE PUBLIC AND EMPLOYEES' REST ROOMS SHALL BE INSULATED WITH 6" GLASS FIBER INSULATION. 2.5. OPENWORK SYSTEMS, UTILITY GRID, AND SPACE FRAME GRID SYSTEM SHOP FABRICATION AND FINISHING: 2.5.1 SHOP FABRICATION, GENERAL: 2.5.1.1 PERFORM SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. 2.5.1.2 DESIGN OF SYSTEMS SHALL ALLOW ALL WELDING OPERATIONS TO BE COMPLETED IN THE FABRICATION SHOP. 2.5.1.3 DESIGN OF SYSTEMS SHALL ALLOW INSTALLATION OF UTILITY RUNS IN A MANNER WHICH PROVIDES A NEAT, FINISHED APPEARANCE. 2.5.2 SHOP PAINTING: 2.5.2.1 APPLY MANUFACTURER'S STANDARD BAKED -ON ENAMEL TO ALL SURFACES, CUSTOM COLOR AS SELECTED BY PUBLIX ARCHITECT. 2.5.2.2 COAT ALL ACCESSORIES SUCH AS SPLICE PLATES, ETC. TO MATCH EDGE TRIM COLOR. 2.5.2.3 WRAP OR PACK ALL PAINTED ITEMS TO PROTECT THEM FROM SCRATCHING OR OTHER DAMAGE DURING SHIPMENT. PROVIDE TEMPORARY PROTECTION FOR PAINTED SURFACES (I.E. PEEL -OFF FILM) TO BE REMOVED ONLY AFTER ALL WORK ADJACENT TO TRIM IS IN PLACE. 3. EXECUTION 3.1. SUSPENSION SYSTEM 3.1.1 THE EXPOSED GRID SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C636. DEFLECTION OF ANY COMPONENT SHALL NOT EXCEED 1/360 OF THE SPAN. SUSPENSION SYSTEMS SHALL BE INSTALLED LEVEL AND SQUARE BY METHODS ACCORDING TO MANUFACTURER'S SPECIFICATION AND FIRMLY BRACED TO HOLD POSITION AND TO CARRY WEIGHT OF FIXTURES. REFER TO DRAWINGS. 3.1.2 PERIMETER ANGLE MOLDING SHALL BE INSTALLED AT THE SPECIFIED CEILING HEIGHT AT THE INTERSECTION OF THE SUSPENDED CEILING AND ALL VERTICAL SURFACES. 3.1.3 COOPERATE WITH OTHER TRADES AS REQUIRED FOR FIXTURE INSTALLATION TO SEE THAT PROPER SUPPORT AND SPACING IS OBTAINED. 3.1.4 PROVIDE TWO #10 SAFETY WIRES PER METAL HALIDE AND FLUORESCENT FIXTURE, ATTACHED TO JOISTS AT PROPER LOCATION AS COORDINATED WITH ELECTRICAL CONTRACTOR. (ELECTRICAL CONTRACTOR SHALL ATTACH TO FIXTURE.). 3.2. LAY -IN PANELS 3.2.1 ACOUSTICAL TILE SHALL BE INSTALLED UNDER TEMPERATURE AND HUMIDITY CONDITIONS CLOSELY APPROXIMATING THOSE WHICH WILL EXIST WHEN THE BUILDING IS OCCUPIED. 3.2.2 APPLICATION SHALL NOT BEGIN UNTIL ALL ROOFING WORK HAS BEEN COMPLETED AND BUILDING COMPLETELY ENCLOSED. 3.2.3 ALL WINDOWS AND DOORS SHALL BE IN PLACE AND GLAZED. PLASTERING AND CONCRETE WORK SHALL BE COMPLETED AND ALLOWED TO DRY BEFORE THE INSTALLATION OF ACOUSTICAL TILE. 3.2.4 BOARD SHALL BE CAREFULLY FITTED AROUND DIFFUSERS AND OTHER CEILING OUTLETS AND FIXTURES. COOPERATE WITH SPRINKLER, MECHANICAL AND ELECTRICAL CONTRACTORS TO COORDINATE WORK. 3.3. FIELD PAINTING 3.3.1 ABOVE THE OPENWORK GRID, WHERE COLOR OF PANELS IS OTHER THAN WHITE, SPRAY PAINT GRID TO MATCH PANEL COLOR BEFORE PANELS ARE INSTALLED. USE LINE OF EDGE TRIM OF THE OPENWORK SYSTEM TO DETERMINE LIMITS OF PAINTING. 3.3.2 IN THE AREA WHERE WHITE PANELS STRADDLE THE LINE OF THE OPENWORK SYSTEM, PAINT AREA OF PANEL INSIDE THE OPENWORK SYSTEM TO MATCH FACTORY -COLORED PANELS. END OF SECTION 09 50 00 SECTION 09 65 19 RESILIENT TILE FLOORING V02212011 1. GENERAL: 1.1. THIS SECTION ALSO CONTAINS INFORMATION NORMALLY FOUND IN SECTION 09 65 13 RESILIENT BASE & ACCESSORIES. 1.2. SUBMITTALS: 1.2.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 2. PRODUCTS: 2.1. VINYL COMPOSITION TILE (VCT): MANUFACTURER, SERIES, AND COLOR AS INDICATED ON DRAWINGS. 2.2. VINYL TREADS AND RISERS: ROPPE TILE. SEE DRAWINGS FOR COLOR AND SERIES. 2.3. VINYL BASE: 2.3.1 WALLS: PROVIDE 6" X 1/8" GAUGE, LONG TOE WALL BASE, WITH ALL OUTSIDE CORNERS PREFORMED. LONG TOE SHOULD BE AT LEAST 122. 2.3.2 CABINET BASE: PROVIDE 4" X 1/8" GAUGE COVED BASE, WITH ALL OUTSIDE CORNERS PREFORMED. 2.3.3 ADHESIVE: MANUFACTURER'S WALL BASE ADHESIVE. 2.3.4 ACCEPTABLE MANUFACTURERS: ARMSTRONG BURKE FLOORING PRODUCTS FLEXCO JOHNSONITE MACKLANBURG-DUNCAN MANNINGTON 2.4. REDUCER STRIPS: 4" VINYL STRAIGHT BASE, COLOR TO MATCH PRIMARY COLOR OF ADJACENT VCT. 2.5. EPDXY ADHESIVE: ARMSTRONG S-230 TWO-PART EPDXY OR EQUAL AS RECOMMENDED BY TILE MANUFACTURER AND APPROVED BY PUBLIX. 2.6. ALL OTHER APPLICATIONS: MAPEI G19 LOW VOC URETHANE OR EQUAL AS RECOMMENDED BY TILE MANUFACTURER AND APPROVED BY PUBLIX. 2.7. ACCESSORIES AND MISCELLANEOUS ITEMS: PROVIDE ALL ACCESSORY ITEMS REQUIRED FOR A COMPLETE INSTALLATION. { ,'I -'I, a� N O --I .t�N (= e 0 00 U U M CT aN Ua # d "IZ 1 1 li o � � O , Z `o • U ��I�as o •, kn 0 0 tt N _ b 1.0aw1w IV rA QI CL J W g 'P.4 R b4 wo 0 rA Z 5g � O rn 0 04 QN z W M m Z H C4 w rn U W J v IrIr U) O O O U W w 0 U a VJ W e w c< Q NG Of < d L.LjW Fw- O M rr�� m V_ 00 VJ O M ��// M x V LLX mz z �aY 0 z Q_ cM w J U 1 Lo 2 IT- 8 4t s F. W g Z a. AS O U G is 0 U 1 N j >_ le C) Is Is Z 11' 9 0- ---r u7 I M LU I N o a Ix 9 O i p tJi. L J C% w m J F z J J 2 W ��= z -' ZD 00 d g a P_N P. i lrl�_ �_ ... • Q`O�•a?��., E 8 > w (,p %' w W) in i W = rn oa $ G IL a ' m:' � RAG 0 2 0 U m N J N _l r_ m m w Z) m u� o J w g rn z CM Z, 00 U ono N w m z N LLJ CD U ~ O H w � a U __ : - R I�� AUG 2019 _s Construction, Inc. r 4 3. EXECUTION: 3.1. PRE -INSTALLATION: 3.1.1 INSPECT SUBSTRATE TO DETERMINE SATISFACTORY CONDITIONS. A SATISFACTORY SUBSTRATE SURFACE IS DEFINED AS ONE THAT IS SMOOTH AND FREE FROM CRACKS, HOLES, RIDGES, COATINGS PREVENTING ADHESIVE BOND, AND OTHER DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. 3.1.2 DO NOT PROCEED WITH RESILIENT FLOORING WORK UNTIL SUBSTRATE SURFACES ARE SATISFACTORY. 3.2. VINYL COMPOSITION TILE: SET WITH EPDXY ADHESIVE IN RESTROOMS (AND WHERE OCCURS IN REMODELS, WITHIN 4'-07° OF ALL REFRIGERATED CASES AND COOLERS). ELSEWHERE USE NON -EPDXY ADHESIVE AS SPECIFIED. ALTERNATE TILE PATTERN DIRECTION. 3.3. VINYL BASE: VINYL BASE IN SALES AREA IS REQUIRED ONLY ON EXPOSED WALLS, I.E. ON WALLS WHICH DO NOT HAVE CASES IN FRONT OF THEM. EXTEND BASE ONE FOOT BEHIND CASES. WALL SHELVING REQUIRES BASE BEHIND FOR FULL LENGTH. USE MANUFACTURER'S RECOMMENDED ADHESIVE. END OF SECTION 09 65 19 SECTION 09 67 23 RESINOUS FLOORING VO1012011 1. GENERAL 1.1. SCOPE: 1.1.1 THE WORK SHALL CONSIST OF THE SUBSTRATE, THE FURNISHING AND THE APPLICATION OF A METHYL METHACRYLATE (MMA) BASED SELF -LEVELING SEAMLESS FLOORING SYSTEM WITH DECORATIVE CHIPS. THIS SYSTEM SHALL INCLUDE A 6 INCH COVE AND NON-SKID AGGREGATE IN SPECIFIED AREAS. 1.1.2 PROVIDE SYSTEM IN COMPLIANCE WITH REQUIREMENTS OF UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), FOOD AND DRUG ADMINISTRATION (FDA), AND LOCAL HEALTH DEPARTMENT. 1.1.3 THE SYSTEM SHALL HAVE THE COLOR, TEXTURE AND THICKNESS SPECIFIED BY THE OWNER. IT SHALL BE APPLIED TO THE PREPARED AREAS(S) AS DEFINED IN THE PLANS STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1.2. JOB CONDITIONS: 1.2.1 DO NOT BEGIN APPLICATION UNTIL ROOFING OPERATIONS HAVE BEEN COMPLETED, CEILING AND DUCTS PAINTED AND FRP PANELS AND WALL TILE INSTALLED. 1.2.2 FLOOR DRAINS ARE TO BE SET 3/16 INCH ABOVE FINISH CONCRETE SLAB ELEVATION. 1.2.3 APPLICATION MAY PROCEED WHEN SUBSTRATE TEMPERATURES ARE BETWEEN 40' F AND 95' F, PROVIDING THE SUBSTRATE TEMPERATURE IS ABOVE THE DEW POINT. OUTSIDE OF THIS RANGE, THE MANUFACTURER SHALL BE CONSULTED. APPLICATION WILL PROCEED WHEN THE VAPOR/MOISTURE EMISSION RATE FROM THE SLAB IS LESS THAN AND NOT HIGHER THAN 316/1000 FT2 OVER 24 HOURS. THE TEST METHOD IS ASTME 1869-98 "STANDARD TEST METHOD FOR MEASURING MOISTURE VAPOR EMISSION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE." 1.2.4 THE APPLICATOR SHALL ENSURE THAT ADEQUATE VENTILATION FOR THE WORK AREA. THIS SHALL INCLUDE THE USE OF FANS AND SMOOTH BORE TUBING AND CLOSURE OF THE WORK AREA. THE VENTILATION IS TO BE INSTALLED AS TO CREATE A NEGATIVE PRESSURE IN THE WORK AREA, DEFINED AS REMOVING AIR FROM THE AREA AND NOT BLOWING AIR INTO THE AREA. 1.2.5 THE APPLICATOR SHALL BE SUPPLIED WITH ADEQUATE LIGHTING EQUAL TO THE FINAL LIGHTING LEVEL DURING THE PREPARATION AND INSTALLATION OF THE SYSTEM. 1.2.6 ALL OPEN FLAMES AND SPARK -PRODUCING EQUIPMENT SHALL BE REMOVED FROM THE WORK AREA PRIOR TO COMMENCEMENT OF APPLICATION. 1.2.7 "NO SMOKING" SIGNS SHALL BE POSTED AT THE ENTRANCES TO THE WORK AREA. 1.2.8 PROTECTION OF INSTALLED WORK SHALL BEGIN IMMEDIATELY UPON COMPLETION OF EACH PART. DO NOT ALLOW MATERIAL WHICH CAN MAR OR STAIN TO COME INTO CONTACT WITH THE FLOOR. PROTECT FLOOR FROM WHEELED TRAFFIC AND OTHER ACTIVITIES WHICH MIGHT CAUSE PERMANENT DAMAGE. 1.2.9 CLEAN FLOOR DAILY. 1.2.10 THE APPLICATOR SHALL BE PROVIDED WITH ADEQUATE DISPOSAL FACILITIES FOR NON- HAZARDOUS WASTE GENERATED DURING INSTALLATION OF THE SYSTEM. 1.3. TESTS: PERFORM FLOORING MANUFACTURER'S STANDARD BOND TEST. 1.4. QUALITY: 1.4.1 MANUFACTURER: 1.4.1.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.4.1.2 THE MANUFACTURER SHALL HAVE A MINIMUM OF 10 YEARS EXPERIENCE IN THE PRODUCTION, SALES AND TECHNICAL SUPPORT OF INDUSTRIAL FLOORING AND RELATED MATERIALS. 1.4.1.3 MATERIAL MANUFACTURER SHALL BE APPROVED BY PUBLIX. 1.4.1.4 A QUALIFIED MATERIAL MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION OF SYSTEM. 1.4.2 APPLICATOR: 1.4.2.1 THE APPLICATOR SHALL BE APPROVED BY PUBLIX ARCHITECT AND THE FLOORING MANUFACTURER. 1.4.2.2 THE APPLICATOR SHALL HAVE BEEN TRAINED BY THE FLOORING SYSTEM MANUFACTURER IN ALL PHASES OF SURFACE PREPARATION AND APPLICATION OF THE PRODUCT SPECIFIED. 1.4.2.3 APPLICATOR SHALL HAVE 5 YEARS EXPERIENCE IN USE OF REQUIRED EQUIPMENT AND APPLICATION OF SPECIFIED FLOORING SYSTEM. SUBMIT PROOF OF EXPERIENCE IN WORK OF SIMILAR SCOPE. 1.4.2.4 PUBLIX RESERVES THE RIGHT TO REFUSE ANY APPLICATOR WITH OR WITHOUT CAUSE. 1.4.2.5 APPROVED MMA APPLICATORS: BALMAR CORP., CONYERS, GA DURA BOND COMPANY, MIAMI, FL FEDERAL TECHNICAL SERVICES, MARIETTA, GA NIGHTENGALE RESURFACING, PALM BEACH GARDEN, FL PIEDMONT INDUSTRIAL COATINGS, PIEDMONT, SC SURFACE SYSTEMS, GREER, SC FLUID FLOORS INC. MARIETTA GA 1.4.3 PERSONNEL: 1.4.3.1 EMPLOY AN EXPERIENCED SUPERINTENDENT TRAINED BY THE SYSTEM MANUFACTURER TO OVERSEE ALL OPERATION. 1.4.3.2 WORK SHALL NOT PROCEED WITHOUT ADEQUATE SUPERVISION PRESENT AT ALL TIMES. 1.4.3.3 UTILIZE WORKERS WITH SKILLS IN PROPORTION TO COMPLEXITY OF TASKS REQUIRED. 1.4.3.4 PUBLIX RESERVES THE RIGHT TO REJECT PERSONNEL WITH OR WITHOUT CAUSE. 1.4.4 QUALITY STANDARDS: 1.4.4.1 WORK WILL BE JUDGED BY PUBLIX IN COMPARISON TO WORK OF SIMILAR TYPES. 1.4.4.2 SUBSTANDARD CONSTRUCTION AS JUDGED BY PUBLIX REPRESENTATIVE OR FLOORING SYSTEM MANUFACTURER'S REPRESENTATIVE WILL NOT BE ACCEPTED. 1.4.4.3 COMPLY WITH MANUFACTURER'S INSTALLATION GUIDELINES FOR PUBLIX 1.4.4.4 NEATNESS COUNTS. MAKE ALL JOINTS WITH PROPER CARE TO INSURE THAT TIGHT CONNECTIONS ARE MADE WITHOUT EXCESS MATERIAL, WELL BONDED TO SUBSTRATE. 1.4.4.5 PUBLIX RESERVES THE RIGHT TO REFUSE ANY APPLICATOR WITH OR WITHOUT CAUSE. 1.4.5 WARRANTY: 1.4.5.1 ALL SEAMLESS MMA FLOORING AND WALL BASE WORK AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWO YEARS. WORK FOUND TO BE DEFECTIVE DURING THAT TIME SHALL BE REPLACED AT NO COST TO THE OWNER. A WRITTEN WARRANTY SHALL BE PROVIDED. 2. PRODUCTS 2.1. APPROVED MANUFACTURERS: 2.1.1 DURAFLEX, INC. 95 GOODWIN STREET PHONE: (860) 528-9838 EAST HARTFORD, CT 06108 FAX: (860) 528-2802 2.1.2 SPECIALTY RESIN SYSTEMS WATERBURY, CT. 2.1.3 RES-TEK, INC. 2000-F COBB INTERNATIONAL BLVD. PHONE: (770) 427-4034 KENNESAW, GA 30152 FAX: (770) 427-4037 2.2. MATERIALS: METHYL METHACRYLATE (MMA) ACRYLIC REACTIVE RESIN SYSTEM COMPONENTS. 2.2.1 THE PRIMER SHALL BE 100% REACTIVE, MMA-BASED, TWO -COMPONENT RESIN CAPABLE OF FULL CURE IN 45 MINUTES AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A-PRIME P-101. 2.2.2 THE TOPPING SHALL CONSIST OF 100% REACTIVE, ACRYLIC -BASED, TWO -COMPONENT RESIN CAPABLE OF FULL CURE IN LESS THAN ONE HOUR AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A-GLAZE G-201. 2.2.3 A FILLER COMPONENT CONSISTING OF GRADED SILICA SANDS AND OTHER INERT FILLERS EQUAL TO DUR-A-FLEX, INC. SL FILLER BLEND. 2.2.4 THE TOPCOAT SHALL BE A 100% REACTIVE, MMA-BASED, TWO -COMPONENT RESIN CAPABLE OF FULL CURE IN LESS THAN ONE HOUR AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A-TOP T-301. 2.2.5 THE NON-MOVING CONTROL JOINTS SHALL BE FILLED WITH A 100% REACTIVE MMA-BASED, TWO -COMPONENT RESIN MIXED WITH APPROVED CLEAN, DRY AGGREGATE BLEND CAPABLE OF FULL CURE IN LESS THAN ONE HOUR AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A- GLAZE G-202 AND SL FILLER BLEND. 2.2.6 THE COVE SHALL BE A 100% REACTIVE MMA-BASED, TWO -COMPONENT RESIN MIX WITH APPROVED CLEAN, DRY AGGREGATE CAPABLE OF FULL CURE IN LESS THAN ONE HOUR AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A-COVE. 2.2.7 THE DECORATIVE CHIPS SHALL BE OF THE 1/4 INCH SIZE AND BE COMPOSED OF THE PUBLIX SPECIAL BLEND COLOR AND EQUAL TO DUR-A-FLEX, INC. 1/4 INCH DECORATIVE CHIPS. 2.2.8 FLAKE BROADCAST SYSTEM - "PUBLIX GRAY" SYSTEM: SELF -LEVELING TOPPING, COLOR WHITE. 18% EGGSHELL WHITE 3.5% SILVER GREY 54% KHAKI 3.5% GREY 3.5% LIGHT GREY 3.5% WINTER GREY 14% BATTLESHIP GREY 2.2.9 FLAKE BROADCAST SYSTEM - "PUBLIX BEIGE" SYSTEM: SELF -LEVELING TOPPING, COLOR WHITE. 20% FAWN BEIGE 14% EGGSHELL WHITE 3% SILVER GREY 43% KHAKI 3% GREY 3% LIGHT GREY 3% WINTER GREY 1 1 % BATTLESHIP GREY 2.2.10 THE ANTI -SLIP AGGREGATE SHALL BE SIZE #30 WHITE ALUMINUM OXIDE. 2.3. DELIVERY AND STORAGE: 2.3.1 ALL COMPONENTS OF THE SYSTEM SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S PACKAGING, CLEARLY IDENTIFIED WITH THE PRODUCT TYPE AND BATCH NUMBER. 2.3.2 THE APPLICATOR SHALL PROVIDE A STORAGE AREA FOR ALL COMPONENTS. THE AREA SHALL BE COOL, DRY, OUT OF DIRECT SUNLIGHT AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND RELEVANT HEALTH AND SAFETY REGULATIONS. 2.3.3 COPIES OF MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL COMPONENTS SHALL BE KEPT ON SITE FOR REVIEW BY THE ENGINEER OR OTHER PERSONNEL. 3. EXECUTION 3.1. THE APPLICATORAND GENERAL CONTRACTOR SHALL AGREE UPON A SCHEDULE FOR COORDINATION BETWEEN TRACES WORKING IN THE AREA WHICH IS TO RECEIVE THE SYSTEM. 3.2. PREPARATION 3.2.1 PROTECT ALL WORK IN PLACE BY DRAPING OR MASKING AS REQUIRED. PROVIDE PROTECTION FOR ALL ADJACENT SURFACES. 3.2.2 NEW CONCRETE SHALL HAVE CURED A MINIMUM OF 28 DAYS IN ACCORDANCE WITH ACI- 308. 3.2.3 SEALINS AND CURING AGENTS ARE NOT TO BE USED. 3.2.4 NEW AND EXISTING CONCRETE SURFACES SHALL BE FREE OF OIL, GREASE, CURING COMPOUNDS, LOOSE PARTICLES, MOSS, ALGAE GROWTH, LAITANCE, FRIABLE MATTER, DIRT AND BITUMINOUS PRODUCTS. 3.2.5 THE SUBSTRATE SHALL BE SOUNDED AND ALL SPALLS REPAIRED PRIOR TO PLACEMENT OF THE PRIME COAT. SPALLS SHALL BE REPAIRED WITH COMPATIBLE RAPID CURE CONCRETE PATCH MATERIALS (CRYL-A-TEX OR EQUAL) PER THE ARCHITECT'S AND MANUFACTURER'S RECOMMENDATIONS. 3.2.6 CRACKS THAT APPEAR AS A RESULT OF CONCRETE SHRINKAGE ARE TO BE REPAIRED IN ONE OF THE FOLLOWING METHODS DEPENDENT ON THE WIDTH OF THE CRACK. 3.2.6.1 HAIRLINE CRACKS, EQUAL TO OR LESS THAN 1/16 INCH IN WIDTH: VACUUM CRACKS, AS THEY MUST BE CLEAN, DRY AND FREE OF DUST AND DIRT. POUR PROPERLY MIXED MMA PRIMER, SUCH AS CRYL-A-PRIME P-10 OR EQUAL, INTO CRACK AND KEEP APPLYING UNTIL CRACK IS TOTALLY FILLED. THIS MAY REQUIRE 2 OR 3 APPLICATIONS. 3.2.6.2 CRACKS GREATER THAN 1/16 INCH ARE TO BE ROUTED OUT TO A WIDTH OF 1/4 INCH USING A PROPER CRACK CHASING TOOL AND VACUUM TO REMOVE ALL DUST. PRIME THE CRACK WITH MMA PRIMER. THE CRACK IS TO BE FILLED WITH A 100% REACTIVE MMA-BASED, TWO -COMPONENT RESIN MIXED WITH APPROVED CLEAN, DRY AGGREGATE BLEND CAPABLE OF A FULL CURE IN LESS THAN ONE HOUR AT 68' F AND EQUAL TO DUR-A-FLEX, INC. CRYL-A-GLAZE G-202 AND SL FILLER BLEND. 3.2.7 THERE SHALL BE NO VISIBLE MOISTURE PRESENT ON THE SURFACE AT THE TIME OF APPLICATION OF THE SYSTEM. COMPRESSED, OIL -FREE AIR AND/OR A LIGHT PASSING OF A PROPANE TORCH MAY BE USED TO DRY THE SUBSTRATE. 3.2.8 WHEN THE PERIMETER OF THE SUBSTRATE TO BE COATED IS NOT ADJACENT TO A WALL OR CURB, A MINIMUM 1/4 INCH KEY CUT SHALL BE MADE TO PROPERLY AT THE SYSTEM, PROVIDING A SMOOTH TRANSITION BETWEEN AREAS. THIS DETAIL CUT SHALL ALSO APPLY TO DRAIN PERIMETERS AND EXPANSION JOINT EDGES. 3.2.9 CONCRETE SURFACES ON GRADE SHALL BE CONSTRUCTED WITH A VAPOR BARRIER TO PROTECT AGAINST THE EFFECTS OF VAPOR TRANSMISSION AND POSSIBLE DELAMINATION OF THE SYSTEM. 3.3. MECHANICAL SURFACE PREPARATION: 3.3.1 SHOT BLAST ALL SURFACES TO RECEIVE A FLOORING SYSTEM WITH A MOBILE STEELSHOT, DUST RECYCLING MACHINE (BLASTRAC OR EQUAL). 3.3.2 SURFACES INACCESSIBLE TO THE MOBILE SHOT BLAST MACHINES SHALL BE MECHANICALLY ABRADED TO THE SAME DEGREE OF CLEANLINESS, SOUNDNESS AND PROFILE USING DIAMOND GRINDERS, NEEDLE GUNS, BUSH HAMMERS OR OTHER SUITABLE EQUIPMENT. 3.3.3 ALL SURFACE AND EMBEDDED ACCUMULATIONS OF PAINT, TOPPINGS, HARDENED CONCRETE LAYERS, LAITANCE, POWER TROWEL FINISHES, AND OTHER SIMILAR SURFACE CHARACTERISTICS SHALL BE COMPLETELY REMOVED LEAVING A BARE CONCRETE SURFACE HAVING A PROFILE SIMILAR TO 40 GRIT SANDPAPER AND EXPOSING THE UPPER FASCIA OF CONCRETE AGGREGATE. 3.3.4 RANDOM TESTS FOR ADEQUATE BOND STRENGTH SHALL BE CONDUCTED ON THE SUBSTRATE, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AT A MINIMUM FREQUENCY OF THREE TESTS PER 10,000 FT2. SMALLER AREAS SHALL RECEIVE A MINIMUM OF THREE TESTS. 3.3.5 BASED ON THE TEST RESULTS, ADDITIONAL SUBSTRATE PREPARATION MAY BE REQUIRED BEFORE PROCEEDING WITH THE INSTALLATION OF THE SYSTEM. 3.4. APPLICATION: 3.4.1 THE SYSTEM SHALL BE APPLIED IN SIX DISTINCT STEPS AS LISTED BELOW: SUBSTRATE PREPARATION PRIMING FILLING OF CONTROL JOINTS COVE INSTALLATION TOPPING/OVERLAY APPLICATION WITH DECORATIVE CHIPS TOPCOAT APPLICATION AND ANTI -SLIP AGGREGATE WHERE APPLICABLE 3.4.2 IMMEDIATELY PRIOR TO THE APPLICATION OF ANY COMPONENT OF THE SYSTEM, THE SURFACE SHALL BE DRY AND ANY REMAINING DUST OR LOOSE PARTICLES SHALL BE REMOVED USING A VACUUM OR CLEAN, DRY, OIL -FREE AIR. 3.4.3 THE HANDLING, MIXING AND ADDITION OF COMPONENTS SHALL BE PERFORMED IN A SAFE MANNER TO ACHIEVE THE DESIRED RESULTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.4.4 THE PRIMER SHALL CONSIST OF ONE COAT WITH AN OVERALL COVERAGE RATE OF 80-110 FT2/ GAL BY BRUSH OR ROLLER APPLICATION. 3.4.4.1 POROUS CONCRETE MAY REQUIRE A SECOND COAT OF PRIMER SHOULD THE FIRST COAT BE ABSORBED. 3.4.5 CONTROL JOINTS: THE PROPERLY MIXED MATERIAL IS TO BE POURED INTO THE CONTROL JOINT AND FINISHED OFF FLUSH WITH THE ADJACENT FLOOR. 3.4.6 COVE: 3.4.6.1 A 3/16 INCH ZINC -COATED METAL COVE STRIP IS TO BE USED AS THE TOP TERMINATION STRIP. 3.4.6.2 THE COVE IS TO BE APPLIED USING A PROPER RADIUS COVE TOOL. 3.4.6.3 AFTER THE COVE HAS CURED, A PIGMENTED COAT OF CRYL-A-GLAZE G-201 OR EQUAL SHALL BE BRUSHED OR ROLLED ONTO THE COVE AND BROADCAST TO EXCESS WITH DECORATIVE CHIPS. 3.4.6.4 AFTER THE COVE HAS FULLY CURED, COAT WITH TWO COATS OF TOPCOAT, MAKING SURE TO APPLY OVER THE TOP OF THE ZINC STRIP TO COMPLETELY SEAL THE BACK OF THE STRIP. 3.4.6.5 BACKERBOARD (1/4 INCH PLEXIGLASS OR 1/2 INCH CEMENT BOARD) MAY BE REQUIRED WITH NON -COMPATIBLE MATERIALS FOR PROPER BOND. THE TOP OF THE BACKERBOARD SHALL BE CUT AT AN 45' ANGLE TO CREATE A BEVELED EDGE FOR THE COVE BASE. GRIND BACK COVE SURFACE TO ENSURE PROPER BONDING. MEIW�1N1»I1L 3.4.7.1 THE TOPPING SHALL BE APPLIED AS A SELF -LEVELING SYSTEM AS SPECIFIED BY THE ARCHITECT. THE TOPPING SHALL BE APPLIED IN ONE LIFT WITH A NOMINAL THICKNESS OF 1/8 INCH. 3.4.7.2 THE TOPPING SHALL BE COMPRISED OF TWO COMPONENTS: 1) A RESIN AND FILLER; 2) A HARDENER POWDER THAT IS TO BE ADDED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.4.7.3 IMMEDIATELY UPON RAKING AND/OR TROWELING INTO PLACE, THE TOPPING SHALL BE DEGASSED WITH A PORCUPINE ROLLER. BROADCAST THE 1/4 INCH CHIPS (PUBLIX BLEND) ON THE SURFACE OF FRESH MATERIAL AT A RATE OF 0.1 LB/FT'. AFTER CURE, REMOVE EXCESS CHIPS BY BLOWING, SWEEPING AND/OR 3.4.8 TOPCOAT: VACUUMING. BRUSH FLOOR WITH SPECIFIED BRUSH. DO NOT REUSE SWEPT CHIPS. 3.4.8.1 THE TOPCOAT SHALL CONSIST OF TWO COATS. 3.4.8.1.1 THE FIRST TOPCOAT SHALL BE APPLIED AT THE RATE OF 80 FT2/GALLON. WHERE REQUIRED, THE ANTI-SKID AGGREGATE (ALUMINUM OXIDE, #30 GRIT) SHALL BE APPLIED AT A RATE OF 2.0 LB/100 FT2 INTO THE FIRST TOPCOAT. 3.4.8.1.2 THE FIRST TOPCOAT WILL BE ALLOWED TO CURE THEN SANDED WITH #36 GRIT PAPER TO GIVE THE DESIRED FINISH TEXTURE. THIS IS NOT DONE IN AREAS THAT REQUIRE ANTI -SLIP AGGREGATE. 3.4.8.1.3 CURE 45-60 MINUTES BETWEEN COATS. 3.4.8.1.4 THE SECOND TOPCOAT IS APPLIED AT 90-110 FT2/GALLON. 3.4.9 THICKNESS: 3.4.9.1 TOTAL SYSTEM THICKNESS SHALL EQUAL APPROXIMATELY 3/16 INCH. 3.4.10 CLEANING AND PROTECTION: TAKE NECESSARY STEPS TO KEEP WORK IN PLACE CLEAN AND FREE FROM DAMAGE BY ONGOING CONSTRUCTION ACTIVITY. REPAIR DEFECTS AS REQUIRED, USING FLOORING SYSTEM MANUFACTURER'S RECOMMENDED PROCEDURES. 3.5. FINAL CLEANING 3.5.1 THE RETAIL AREA IS TO BE SCRUBBED AND RINSED AS CLOSE AS POSSIBLE (NIGHT BEFORE) TO THE STORE OPENING. THE WORK IS TO BE DONE WITH AUTOMATIC SCRUBBERS SUCH AS TENNANT WALK BEHIND AUTOMATIC SCRUBBER. 3.5.1.1 A SODIUM HYDROXIDE BASE CLEANER MIXED AT A RATIO OF 10 PARTS CLEAN WATER TO 1 PART SOAP IS TO BE USED. HAVE CLEAN BRUSHES AND PADS INSTALLED. AT A SLOW SPEED DISPENSE SOAP ONTO FLOOR WITH THE VACUUM SQUEEGEE FEATURE NOT OPERATING. 3.5.1.2 ALLOW SOAP SOLUTION TO SIT FOR 20 MINUTES. RE -SCRUB AND VACUUM. 3.5.1.3 RINSE WITH A SECOND MACHINE AND A SOLUTION OF 30 PARTS WATER TO 1 PART VINEGAR. DISPENSE RINSING SODUTION AND VACUUM IMMMEDIATELY. 3.5.1.4 POLISH AREA WITH HIGH SPEED BUFFER AND PADS. END OF SECTION 09 SECTION 09 68 00 CARPET V02212011 1. GENERAL 1.1. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.2. WARRANTIES: 1.2.1 CARPET TYPE I: MANUFACTURER'S STANDARD 3 YEAR PRO -RATED WARRANTY. 1.2.2 CARPET TYPE II: MANUFACTURER'S STANDARD WEAR/COLORFASTNESS 10 YEAR WARRANTY. 1.2.3 CARPET TYPE III: MANUFACTURER'S STANDARD 3 YEAR PRO -RATED WARRANTY. 1.2.4 INSTALLATION: 1 YEAR LABOR AND MATERIAL AGAINST ALL DEFECTS. 2. PRODUCTS 2.1. CARPET TYPE I: MANUFACTURER/DISTRIBUTOR: CHARLES VAN GELDER. CONTACT: GREG GRIFFIN. PHONE: (864) 527-3148 OR (864) 430-3997. SERIES: SENATOR (SOFT -STEP WITH ANTI -FATIGUE BACKING). COLOR: OAK CHARCOAL. 2.1. CARPET TYPE II - NOT USED. 2.2. CARPET TYPE III: MANUFACTURER/DISTRIBUTOR: CHARLES VAN GELDER. CONTACT: GREG GRIFFIN. PHONE: (864) 527-3148 OR (864) 430-3997 SERIES: DOMINATOR. COLOR: MID -GREY. BACK: MOISTURE DISSIPATING SECONDARY BACK, WITH ANTI -MICROBIAL AGENT: LIFETIME APPLICATION 2.1. TRANSITION STRIPS (USE OVER EXISTING VINYL TILE, TERRAZZO, OR CONCRETE, AND WHERE CARPET IS USED OVER NEW TERRAZZO): 2.4.1 ALUMINUM BASE: EXTRUSION DESIGNED TO BE FASTENED TO FLOOR WITH A CHANNEL TO RECEIVE TRANSITION STRIP. 2.4.2 TRANSITION STRIP: USE AT PHARMACY WHERE CARPET TILE TRANSITIONS TO TERRAZZO. MANUFACTURER: ROPPE (AVAILABLE THROUGH CHARLES VAN GELDER) SERIES: 174-V1 P100 3. EXECUTION 3.1. GENERAL: ALL APPLICATORS AND FIELD PERSONNEL SHALL BE FULLY TRAINED AND FAMILIAR WITH MANUFACTURERS' APPLICATION PROCEDURES. 3.2. TILE INSTALLATION 3.2.1 DESIGN LAYOUT OF TILES SO THAT THE EDGES ABUTTING WALLS, EQUIPMENT, ETC. ARE FORMED WITH PIECES LARGE ENOUGH TO PREVENT THEM BEING EASILY DISLODGED. AT TRANSITION STRIPS, PROVIDE FIRST COURSE OF WHOLE TILES ABUTTING STRIP. 3.2.2 INSTALL TILE IN A "DIAMOND PATTERN". 3.2.3 FIT AROUND ALL CASES AND OTHER PERMANENTLY INSTALLED FIXTURES. TRIM TILES FOR TIGHT INSTALLATION. 3.3. ROLL GOODS 3.3.1 DESIGN LAYOUT TO MINIMIZE SEAMS; WHERE SPACES ARE LESS THAN THE WIDTH OF THE ROLL, PROVIDE SEAMLESS INSTALLATION. 3.3.2 GLUE DOWN DIRECTLY TO SLAB, FOLLOWING CARPET MANUFACTURER'S RECOMMENDATIONS. END OF SECTION 09 68 00 SECTION 09 91 00 PAINTS V01172017 1. GENERAL 1.1. SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. NO SAMPLES OR PRODUCT CUT SHEETS WILL BE REQUIRED PRIOR TO PRE -PAINTING CONFERENCE (SEE ARTICLE 4.1 BELOW). 1.2. FACTORY AND SHOP APPLIED PAINTING: APPLY AS SPECIFIED IN SECTIONS GOVERNING THE ITEM REQUIRED. 1.3. FIELD PAINTING: 1.3.1 GENERALLY, PAINT ALL VISIBLE SURFACES OF ALL ITEMS BOTH INTERIOR AND EXTERIOR, AND WHERE NEEDED FOR PROTECTION OF MATERIALS FROM MOISTURE DAMAGE. 1.3.2 APPLY SINGLE COAT OF PRIMER OR WALL PAINT ON SURFACES SUBJECT TO ACCUMULATION OF DUST AND DIRT; THAT IS, DOOR TOPS AND OTHER PLACES WHERE APPEARANCE IS NOT CRITICAL. CONTINUE OF SECTION 09 91 00 1.3.3 WHERE THERE IS NO INDICATION FOR SPECIFIC SELECTIONS, MATCH COLOR AND GLOSS OF ADJACENT FINISHES, USING COATINGS OF THE TYPE RECOMMENDED BY THE COATING MANUFACTURER IN WRITING AND APPROVED BY THE OWNER 1.3.4 INTERIOR AND EXTERIOR MATERIALS: CONCRETE PORTLAND CEMENT PLASTER MASONRY WOODWORK (INCLUDES BACK -PRIMING ALL WOOD SIDING, AND INTERIORS OF MILLWORK). GYPSUM WALLBOARD STEEL AND OTHER FERROUS METALS INCLUDING GALVANIZED STEEL. 1.3.5 SPECIFICALLY EXCLUDED FROM FIELD PAINTING: WHERE CONCEALED BY CEILING: STRUCTURAL STEEL, STEEL JOIST GIRDERS AND JOISTS, METAL ROOF DECK, AND INTERIOR ELECTRICAL AND MECHANICAL WORK CONCRETE WALKS; IF REMODELING WORK REQUIRES RECONDITIONING OF PREVIOUSLY PAINTED WALKS NOTIFY ARCHITECT. 1.3.6 MATERIALS AND EQUIPMENT NOT TO BE PAINTED. ITEMS OF EQUIPMENT FURNISHED WITH COMPLETE FACTORY FINISH, EXCEPT FOR ITEMS SPECIFIED TO BE GIVEN A FINISH COAT UNDER THIS SECTION. NON-FERROUS METALS, EXCEPT FOR ITEMS SPECIFIED AND/OR INDICATED TO BE PAINTED. PREFINISHED SHEET METAL. FINISHED HARDWARE, EXCEPTING HARDWARE THAT IS FACTORY PRIMED. ELECTRICAL PANELS. 1.3.7 SURFACES NOT TO BE PAINTED SHALL BE LEFT COMPLETELY FREE OF DROPPINGS, OVERSPRAY AND OTHER ACCIDENTALLY APPLIED MATERIALS RESULTING FROM PAINTING WORK. 1.1. PAINT MATERIALS: 1.4.1 DELIVER ALL PAINT, VARNISHES, ENAMELS, LACQUERS, STAINS AND SIMILAR MATERIALS IN THE ORIGINAL CONTAINERS WITH THE SEALS UNBROKEN AND LABELS INTACT AND WITH THE MANUFACTURER'S INSTRUCTIONS PRINTED THEREON. 1.4.2 PAINT SHALL ARRIVE ON THE JOB COLOR -MIXED EXCEPT FOR TINTING OF UNDERCOATS AND THINNING. ALL THINNING AND TINTING MATERIALS SHALL BE AS RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR MATERIAL TO BE THINNED OR TINTED. 1.4.3 ALL MIXED COLORS SHALL MATCH THE COLOR SELECTION MADE BY THE ARCHITECT. VERIFY PRIOR TO APPLICATION OF THE COATING. 1.2. STORAGE OF MATERIALS: 1.5.1 STORE ALL MATERIALS USED ON THE JOB IN A SINGLE PLACE DESIGNATED BY THE GENERAL SUPERINTENDENT OR ARCHITECT. 1.5.2 KEEP STORAGE AREAS CLEAN AND FREE OF DEBRIS. TAKE SPECIAL CARE TO REMOVE ALL ITEMS WHICH PRESENT DANGER OF FIRE DAILY. 1.5.3 DO NOT STORE MATERIALS IN WALK-IN COOLERS AND FREEZERS. 1.3. INSPECTION OF SURFACES: 1.6.1 EXAMINE SURFACES CAREFULLY BEFORE STARTING. NOTE DEFECTS WHICH ARE NOT REPARABLE BY ORDINARY MEANS AND NOTIFY ARCHITECT AND GENERAL CONTRACTOR IN WRITING. WORK SHALL NOT PROCEED UNTIL SUCH DAMAGES ARE CORRECTED. 1.6.2 COMMENCEMENT OF WORK IN A SPECIFIC AREA WILL BE CONSTRUED AS ACCEPTANCE OF THE SUBSTRATE. 1.4. JOB CONDITIONS: 1.7.1 BEFORE PAINTING IS STARTED IN ANY AREA, BROOM CLEAN AND REMOVE DUST. 1.7.2 UNTIL PAINT IS FULLY DRY, BROOM CLEANING WILL NOT BE ALLOWED; USE COMMERCIAL VACUUM CLEANING EQUIPMENT. 1.7.3 PROVIDE ADEQUATE ILLUMINATION FOR JUDGING COLORS AND FINISH QUALITY IN AREAS WHERE PAINTING OPERATIONS ARE PROCEEDING. 1.5. COOPERATION WITH OTHER TRADES: SCHEDULE PAINTING WORK WITH OTHER TRADES. DO NOT PROCEED UNTIL ALL AFFECTED WORK IS IN PLACE, AND, WHERE REQUIRED, PROTECTED FROM PAINTING OPERATIONS. 1. PRODUCTS 1.1. MANUFACTURER: 2.1.1 ONLY SHERWIN WILLIAMS PRODUCTS WILL BE ACCEPTED. IF A PRODUCT IS NEEDED WHICH IS NOT PRODUCED BY SHERWIN WILLIAMS, NOTIFY PUBLIX ARCHITECT. 2.1.2 SW WILL BE USED TO DESIGNATE SHERWIN WILLIAMS THROUGHOUT THIS SECTION. 2.1.3 PUBLIX'S INTENT IS TO UTILIZE PRODUCTS THAT ARE LOW IN VOLATILE ORGANIC COMPOUNDS (VOC). WHERE POSSIBLE, PRODUCT SELECTION HAS BEEN MADE TO ACHIEVE THIS. SUBSTITUTION OF OLDER TYPE MATERIALS WHICH CONTAIN SOLVENTS WILL NOT BE ALLOWED UNLESS SPECIFICALLY DIRECTED BY PUBLIX'S ARCHITECT. 2. EXECUTION 2.1. WORKMANSHIP, GENERAL: 3.1.1 ONLY SKILLED MECHANICS SHALL BE EMPLOYED. APPLY BY BRUSH AND ROLLER AND/OR SPRAY. SPRAY PAINTING WILL BE BACK ROLLED. 3.1.2 PROTECT WORK IN PLACE AT ALL TIMES, AND PROTECT ALL ADJACENT WORK AND MATERIALS BY SUITABLE MEANS. 3.1.3 IN REMODELING OPERATIONS, WHERE ELECTRICAL PANELS WERE PREVIOUSLY PAINTED, PAINT TO MATCH SURROUNDING WALL. 3.1.4 ALL MATERIALS SHALL BE APPLIED UNDER ADEQUATE ILLUMINATION. EVENLY SPREAD AND SMOOTHLY FLOW ON TO AVOID RUNS, SAGS, HOLIDAYS, BRUSH MARKS, AIR BUBBLES AND EXCESSIVE ROLLER STIPPLE. 3.1.5 PROVIDE COMPLETE COVERAGE AND HIDE. WHERE COLOR, STAIN, OR UNDERCOATS SHOW THROUGH FINAL COAT OF PAINT, THE SURFACE SHALL BE COVERED BY ADDITIONAL COATS UNTIL THE PAINT FILM IS OF UNIFORM FINISH, COLOR, APPEARANCE AND COVERAGE. 3.1.6 ALL COATS SHALL BE ADEQUATELY DRY IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS BEFORE APPLYING SUCCEEDING COATS. 3.1.7 WOOD SURFACES TO BE STAINED SHALL APPEAR UNIFORM IN SHADING WITH COLOR VARIATIONS CAUSED ONLY BY THE NATURAL WOOD GRAIN. 2.2. PREPARATION OF SURFACES: 3.2.1 SURFACES SHALL BE CLEAN, DRY AND ADEQUATELY PROTECTED FROM DAMPNESS. 3.2.2 SURFACE SHALL BE FREE OF FOREIGN MATERIALS WHICH WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF APPLIED COATING. 3.2.3 MILDEW SHALL BE REMOVED AND THE SURFACE TREATED IN ACCORDANCE WITH THE COATING MANUFACTURERS RECOMMENDATIONS. 3.2.4 WOOD: 3.2.4.1 SAND TO SMOOTH AND EVEN SURFACE, THEN DUST OFF. 3.2.4.2 APPLY PIGMENTED SHELLAC TO ALL KNOTS, PITCH AND RESINOUS SAPWOOD PRIOR TO APPLICATION OF SPECIFIED PRIMER COATS. 3.2.4.3 AFTER PRIMING COAT HAS DRIED, PUTTY OR SPACKLE ALL NAIL HOLES, CRACKS, OPEN JOINTS AND OTHER DEFECTS. PUTTY SHALL BE COLORED TO MATCH PRIMER, IF PUTTY IS NOT COMPATIBLE WITH FINISH, SPOT PRIME PUTTIED AREAS. 3.2.5 DRYWALL: FILL ALL MINOR IRREGULARITIES WITH SPACKLING PASTE AND SAND TO A SMOOTH LEVEL SURFACE. EXERCISE CARE TO AVOID RAISING NAP OF PAPER. 3.2.6 CONCRETE, MASONRY AND STUCCO 3.2.6.1 PATCH LARGE OPENINGS AND HOLES AND FINISH FLUSH WITH ADJACENT SURFACE. AFTER PRIMING, FILL REMAINING SMALL HOLES WITH PREPARED PATCHING MATERIAL. 3.2.6.2 REMOVE FORM OIL FROM POURED -IN -PLACE CONCRETE WITH FORM OIL SOLVENT, OR OTHER OPERATIONS AS REQUIRED FOR COMPLETE REMOVAL. 3.2.6.3 DO NOT PAINT UNTIL SURFACES HAVE CURED FOR 28 DAYS AND ARE DRY. 3.2.7 FERROUS METAL SURFACES 3.2.7.1 REMOVE DIRT, DUST AND SURFACE CONTAMINANTS. CLEAN PER SSPC-1 AND USE SIMPLE GREEN AND WATER SOLUTION, WIPE DRY WITH CLEAN CLOTHS. 3.2.7.2 REMOVE RUST, MILL SCALE AND DEFECTIVE PAINT DOWN TO SOUND SURFACES OR BARE METAL USING SCRAPER, SANDPAPER OR WIRE BRUSH AS NECESSARY. 3.2.7.3 TOUCH UP ALL BARE METAL AND DAMAGED SHOP COATS WITH SPECIFIED SHOP COAT PRIMER. 3.2.8 GALVANIZED METAL SURFACES: REMOVE DIRT AND GREASE WITH NON -HYDROCARBON CLEANER (E.G. "SIMPLE GREEN" REDUCED TO NO MORE THAN 30:1 WITH WATER, 4 OZ. SIMPLE GREEN TO 1 GALLON WATER.) USE A LOW PRESSURE SPRAYER TO APPLY CLEANING SOLUTION, WAIT A FEW MINUTES (NOT MORE THAN 20) BEFORE RINSING, IF RINSING IS NOT PRACTICAL, THEN WIPE WITH A DAMP CLOTH FOLLOWED BY WIPING WITH A CLEAN DRY CLOTH. (IF TIME ALLOWS, AIR DRY MAY BE SUBSTITUTED.) 3.2.9 ALUMINUM HILL HOUSE (ONLY WHEN REQUIRED BY JURISDICTION TO BE PAINTED): 3.2.9.1 PRIMER 866A00050-DTM BONDING PRIMER OFF WHITE 3.2.9.2 TWO (2) COATS: B66WO0351-SHER-CRYL HPA HIGH PERFORMANCE ACRYLIC SEMI -GLOSS COATING 3.2.10 EXISTING SURFACES TO BE REPAINTED (WHEN AND WHERE APPLICABLE) 3.2.10.1 WHERE EXISTING WORK IS CUT, PATCHED, OR ADDED TO, ALL NEW SURFACES SHALL BE PAINTED OR TOUCHED UP TO MATCH EXISTING WORK AS CLOSELY AS POSSIBLE. 3.2.10.2 EXISTING WORK, WHERE SCHEDULED FOR REPAINTING OR WHERE DAMAGED BY WORK OF THIS CONTRACT, SHALL BE REPAIRED AND SCRAPED OR SANDED TO PROVIDE GOOD ADHESION FOR PAINT. PAINT TO MATCH SIMILAR NEW WORK OR EXISTING WORK AS APPROPRIATE. 3.2.10.3 FIBERGLASS REINFORCED PANELING (FRP) (REMODELS ONLY): 3.2.10.3.1 SAND WITH 80-100 GRIT SANDPAPER. 3.2.10.3.2 CLEAN WITH FORMULA 409 ALL-PURPOSE CLEANER 3.2.10.4 CERAMIC TILE IN WALLS (REMODELS ONLY) EPDXY SYSTEM (WATER BASE) HIGH GLOSS FINISH: PRIMER: SW EXTREME BOND PRIMER, B51W150 1ST COAT: PRO INDUSTRIAL WATER BASED EPDXY GLOSS, B73-300/873V300 2ND COAT PRO INDUSTRIAL WATER BASED EPDXY GLOSS, B73-300/B73V300 (5.0-19.0 MILS WET, 2.0-4.0 MILS DRY) 2.3. WORKMANSHIP FOR EXTERIOR PAINTING 3.3.1 FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR JOB CONDITIONS AND SURFACE PREPARATION. 3.3.2 DO NOT PROCEED WITH PAINTING WORK WHEN THE SURFACE TEMPERATURE IS BELOW 50 DEGREES F (UNLESS LOW TEMPERATURE PAINT IS BEING USED. SEE 4.2.1.1)., WHILE THE SURFACE IS DAMP, OR DURING RAINY OR FROSTY WEATHER. AVOID PAINTING SURFACES WHILE THEY ARE EXPOSED TO HOT SUN. 3.3.3 EXTERIOR DOORS SHALL HAVE TOPS, BOTTOMS, AND SIDE EDGES FINISHED THE SAME AS THE EXTERIOR FACES OF THESE DOORS. 2.4. WORKMANSHIP FOR INTERIOR PAINTING 3.4.1 ENAMEL OR VARNISH FINISH APPLIED TO WOOD OR METAL SHALL BE SANDED WITH FINE SANDPAPER AND THEN CLEANED BETWEEN COATS TO PRODUCE AN EVEN SURFACE. 3.4.2 INTERIOR DOORS SHALL BE SEALED ON THE TOPS AND BOTTOMS WITH THE PRIME COAT ONLY. SIDE EDGES OF INTERIOR DOORS SHALL BE FINISHED AS FACES OF THESE DOORS. 3.4.3 ALL CLOSET INTERIORS SHALL BE FINISHED THE SAME AS ADJOINING ROOMS, UNLESS OTHERWISE SPECIFIED. 2.5. TESTING: 3.5.1 PERFORM ALL TESTS IN INCONSPICUOUS LOCATIONS. 3.5.2 SUBMIT ALL TEST RESULTS TO PUBLIX REPRESENTATIVE AND SHERWIN WILLIAMS REPRENSENTATIVE. 3.5.3 ADHESION TESTING: 3.5.3.1 IF TESTING WATERBORNE ACRYLICS, BUILDING MUST BE CONDITIONED PRIOR TO PERFORMING THE TEST. 3.5.3.2 PERFORM ASTM D3359 STANDARD TEST METHODS FOR MEASURING ADHESION BY TAPE TEST. 3.5.3.2.1 TEST METHOD A SHOULD BE USED. 3.5.3.2.2 RESULTS SHOULD BE 3A OR BETTER. 3.5.4 MIL TESTING: 3.5.4.1 DRYWALL AND BLOCK WALLS: USE WET FILM THICKNESS GUAGE. 3.5.4.2 ANY OTHER SUBSTRATES: DRY FILM THICKNESS GAUGE. 2.6. CAULKING 3.6.1 CAULK BETWEEN EXPOSED MASONRY AND STEEL FRAMES. CAULK AS REQUIRED TO CLOSE ALL MORTAR JOINTS. 3.6.2 JOINTS AND SPACES TO BE CAULKED SHALL BE CLEAN AND DRY. LEAVE SURFACES NEAT AND CLEAN. CAULK BEFORE FINAL PAINTING. 2.7, CLEAN-UP: 3.7.1 UPON COMPLETION OF THE WORK, REMOVE ALL PAINT AND VARNISH SPOTS FROM FLOORS, GLASS AND OTHER SURFACES. 3.7.2 REMOVE FROM THE PREMISES ALL RUBBISH AND ACCUMULATED DEBRIS. 3.7.3 LEAVE WORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. 3. SCHEDULES 3.1. PRE -PAINTING CONFERENCE 4.1.1 FIVE BUSINESS DAYS PRIOR TO START OF CEILING PAINTING MEET AT PROJECT SITE WITH REPRESENTATIVE FROM GENERAL CONTRACTOR, PAINTING CONTRACTOR, SW AND PUBLIX SUPERMARKETS. 4.1.2 REVIEW REQUIREMENTS (CONTRACT DOCUMENTS), SUBMITTALS, STATUS OF COORDINATING WORK, AVAILABILITY OF MATERIALS, PROPOSED SCHEDULE, REQUIREMENTS FOR INSPECTIONS, PROPOSED APPLICATION PROCEDURES, SURFACE PREPARATION, RECORD DISCUSSION, INCLUDING AGREEMENT OR DISAGREEMENT ON MATTERS OF SIGNIFICANCE. 4.1.3 FURNISH MINUTES OF MEETING TO EACH PARTICIPANT. 3.2. EXTERIOR PAINT SCHEDULE 4.2.1 CONCRETE MASONRY (CMU) - CINDER OR CONCRETE BLOCK (FOR ALL PUBLIX STANDARDIZED FACADES AND ALL PUBLIX EXPOSED EXTERIOR BLOCK WALLS) 1ST COAT - SW LOXON BLOCK SURFACER - WATERBORNE - A24W200 16MILS WET,8 MILS DRY 2ND AND 3RD COATS - SW LOXON XP WATERPROOFING SYSTEM-A24-1400 SERIES14-18 MILS WET; 6.4-8.3 MILS DRY PER COAT. 4.2.1.1 COLOR: OUTSIDE COLOR AS SELECTED BY SHOPPING CENTER ARCHITECT AND APPROVED BY PUBLIX' ARCHITECT. 4.2.1.2 WHERE STORE RECEIVES REAR OR SIDE EXTERIOR PORTLAND CEMENT PLASTER: SEE SECTION 09220 - LATH AND PORTLAND CEMENT PLASTER, COLOR AS SELECTED BY SHOPPING CENTER ARCHITECT AND APPROVED BY PUBLIX' ARCHITECT. 4.2.2 EXTERIOR FERROUS METAL (NOT ALUMINUM OR SHOP PAINTED): 1ST COAT - PRO-CRYL UNIVERSAL WATER BASED PRIMER B66-310 5-10 MILS WET, 2-4 MILS DRY2ND AND 3RD COATS - SW PRO INDUSTRIAL DTM SEMI -GLOSS - WATERBORNE - B66W1150 SERIES COLOR AS INDICATED, OR IF NOT INDICATED, AS SELECTED BY PUBLIX ARCHITECT. 4.2.3 EXTERIOR DOORS AND JAMBS 1ST COAT - PRO-CRYL UNIVERSAL WATER BASED PRIMER B66-310 5-10 MILS WET, 2-4 MILS DRY 2ND AND 3RD COATS - SW PRO INDUSTRIAL DTM SEMI -GLOSS - WATERBORNE- B66W115O SERIES 6.0-10.0 MILS WET, 2.5-4.0 MILS DRY OUTSIDE COLOR AS SELECTED BY SHOPPING CENTER ARCHITECT AND APPROVED BY PUBLIX' ARCHITECT; INSIDE COLOR AS SPECIFIED IN INTERIOR PAINT PARAGRAPHS. 3.3. INTERIOR PAINT SCHEDULE 4.3.1 CONCRETE -POURED IN PLACE, PRE -CAST (CEILING) SIENNA/SIENNA LITE PROTOTYPES: (WHEN CEILING IS PAINTED SW 6102 PORTABELLO) PRIMER -SW LOXON BLOCK SURFACER-WATERBORNE-A24W200. 16 MILS WET, 8 MILS DRY 2ND AND 3RD COATS- SW WATERBONE ACRYLIC DRY FALL FLAT B42T1 (TINTED TO SW 6102 PORTABELLO) 7 7.0-1 1.0 MILS WET DRY 4.3.2 PRE -CAST CONCRETE DOUBLE "T" STRUCTURAL ROOF/CEILING ASSEMBLY & GALVANIZED METAL BRACKETS (FOR STORES THAT ARE DESIGNATED AS "UNIQUES" ONLY) 1ST COAT: PRO INDUSTRIAL WATERBORNE ACRYLIC DRYFALL, EG-SHEL, B42W82 2ND COAT: PRO INDUSTRIAL WATERBORNE ACRYLIC DRYFALL EG-SHEL, B42W82 SERIES 4.3.3 CONCRETE MASONRY (BACK ROOMS AND STAIR WELLS) 1ST COAT - SW LOXON BLOCK SURFACER - WATERBORNE - A24W200. 16 MILS WET, 8 MILS DRY 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC INTERIOR LATEX SEMI- GLOSS, B31-4600 SERIES4 MILS WET, 1.3 MILS DRY PER COAT 4.3.4 CONCRETE MASONRY (SALES AREA) 1ST COAT - SW LOXON BLOCK SURFACER - WATERBORNE - A24W200. 16 MILS WET, 8 MILS DRY 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC FLAT, B30W4600 SERIES 4 MILS WET, 1.2 MILS DRY PER COAT (PROVIDE SEMI -GLOSS FINISH FROM FINISHED FLOOR TO 8' A.F.F. AT ALL WALLS FACING THE SALES AREA.). 4.3.5 CONCRETE MASONRY WITH EPDXY WHERE INDICATED 1ST COAT - LOXON BLOCK SURFACER - WATERBORNE - A24W200. 16 MILS WET, 8 MILS DRY 2ND AND 3RD COATS - PRO INDUSTRIAL WATER BASED EPDXY GLOSS, B73-300/ B73V300 (5.0-10.0 MIS WET, 2.0-4.0 MILS DRY) GYPSUM WALLBOARD (SALES AREA): 1ST COAT - SW PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28WO2600 4 MILS WET, 1.1 MILS DRY 2ND AND 3RD COATS - SW PROMAR ZERO VOC INTERIOR LATEX FLAT, 830- 4600 SERIES 4 MILS WET, 1.2 MILS DRY PER COAT (PROVIDE SEMI -GLOSS FINISH FROM FINISHED FLOOR TO 8' A.F.F. AT ALL WALLS FACING THE SALES AREA.). 4.3.6 GYPSUM WALLBOARD IN BACK -ROOMS: 1ST COAT - SW PROMAR 200 LATEX PRIMER, B28W2600 4 MILS WET, 1.1 MILS DRY 2ND AND 3RD COATS: SW PROMAR 400 SEMI -GLOSS, B31W4600 SERIES MILS .4 MILS WET, 1.1 MILS DRY PER COAT 4.3.7 CUSTOMER SERVICE, FRONT OFFICES, CASH ROOM, GENERAL OFFICE AND MANAGER'S OFFICES, RESTROOM CEILINGS (WHERE INDICATED AS PAINTED): 1ST COAT - SW PROMAR 200 LATEX PRIMER, 828W2600 4 MILS WET, 1.1 MILS DRY. 2ND AND 3RD COATS - 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC INTERIOR LATEX SEMI -GLOSS, B31-4600 SERIES 4 MILS WET, 1.3 MILS DRY PER COAT 4.3.8 GYPSUM WALLBOARD BEHIND REFRIGERATED CASES ONE COAT - SW PROMAR 200 LATEX PRIMER B28W2600 4 MILS WET, 1.3 MILS DRY 4.3.9 PLYWOOD, WOOD SHELVING, WOOD BASE (WAINSCOT IN BACK ROOMS): 1ST COAT - MULTI -PURPOSE PRIMER B51-450 4 MILS WET, 1.4 MILS DRY 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC INTERIOR LATEX SEMI- GLOSS, B31-4600 SERIES 4 MILS WET, 1.3 MILS DRY PER COAT 4.3.10 FRP (REMODELS ONLY) 1ST COAT - SW EXTREME BOND PRIMER, B51 W150 4 MILS WET, 2 MILS DRY 2ND & 3RD COATS - SW PRO INDUSTRIAL WATER BASED EPDXY GLOSS, B73- 300/B73V300 (5.0-10.0 MILS WET, 2.0-4.0 MILS DRY) 4.3.11 PLENUM AREAS (IN BAKERY, AROUND HOODS, OVEN & SUPPLY OR EXHAUST CURTAIN WALLS WHERE OTHER FINISH IS NOT INDICATED.) 1 ST COAT - PROMAR 200 LATEX PRIMER, B28W2600 4 MILS WET, 1.1 MILS DRY 2ND AND 3RD COATS - 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC INTERIOR LATEX SEMI -GLOSS, B31-4600 SERIES 4 MILS WET, 1.3 MILS DRY PER COAT 4.3.12 INTERIOR EXPOSED METAL (BRUSH APPLICATION - ALL METALS EXCEPT AS ALLOWED IN SPRAY APPLICATIONS LISTED BELOW.) : 1ST COAT - KEM KROMIK UNIVERSAL METAL PRIMER - SOLVENT BASED - B50WZ 1 . 6.0-8.0 MILS WET, 3.0-4.0 MILS DRY 2ND AND 3RD COATS - SW SUPERPAINT INTERIOR LATEX SEMI -GLOSS - A88 SERIES 4.0 MILS WET, 1.6 MILS DRY PER COAT COLOR: TO MATCH ADJACENT WALL. 4.3.13 INTERIOR EXPOSED METAL: STRUCTURAL STEEL AND PRIMED METAL DECK; ELECTRICAL WORK; FITTINGS, AND OTHER WORK; FIRE SPRINKLER PIPING; PLUMBING AND GAS PIPING; HANGERS, AND OTHER SUPPORTS; OTHER EXPOSED ITEMS WHICH ARE NOT FACTORY FINISHED): SPOT PRIME (ALL UNPRIMED FERROUS METAL, FIELD WELDS AND RUSTED AREAS) - SW KEM KROMIK UNIVERSAL PRIMER B50WZ1 6.0-8.0 MILS WET, 3.0-4.0 MILS DRY 1ST AND 2ND COATS - SW SUPER SAVE-LITE DRYFALL SEMI -GLOSS B47W62 6.0 MILS WET, 3.0 MILS DRY PER COAT SIENNA/SIENNA LITE PROTOTYPES ONLY:(ONLY WHEN CEILING IS PAINTED PORTOBELLO) STEP 1. SPOT PRIME FOR RUSTED AREAS: TO BE USED ON WELD JOINTS AND RUST AREAS: SW KEM KROMIK UNIVERSAL METAL PRIMER, B50 SERIES (USE AS NEEDED) 1ST COAT: SW SUPER SAVE LITE DRY FALL, B48W61 FLAT (NOT TINTED -SPRAY AS PRIMER COLOR) (6-6.5 MILS WET, 3-3.5 MILS DRY) 2ND AND 3RD COATS: SW WATERBONE ACRYLIC DRY FALL B42T1 CLEAR TINT BASE (FLAT)( TINTED TO SW6102 PORTABELLO) (7-11 MILS WET, 3-4.5 MILS DRY) 4.3.14 INTERIOR GALVANIZED METAL: DUCTWORK,ADJACENT HANGERS AND SUPPORTS, REFRIGERATION PANS AND MISC. GALVANIZED METAL. (SPRAY APPLICATION ALLOWED OVER 13 FT. AFF ONLY: PROTECT GALVANIZED SURFACES FROM ALKYD COATINGS. SEE PREVIOUS SECTION FOR METHOD OF CLEANING GALVANIZED SURFACES.): 1ST COAT - SW DTM ACRYLIC PRIMER FINISH 1366W1 5-10 MILS WET, 2.5- 5 MILS DRY 2ND AND 3RD COATS- 2ND AND 3RD COATS - SW PROMAR 400 ZERO VOC INTERIOR LATEX SEMI -GLOSS, B31-4600 SERIES 4 MILS WET, 1.3 MILS DRY PER COAT SEE DRAWINGS FOR COLOR SELECTION. 4.3.15 REFRIGERATION PIPE INSULATION 1ST COAT - SW PRO INDUSTRIAL DTM SEMI GLOSS- WATERBORNE- B66W1l5O SERIES, 6.0-10.0 MILS WET, 2.5-4.0 MILS DRY 2ND COAT - SW PRO INDUSTRIAL DTM SEMI GLOSS- WATERBORNE- B66W1l5O SERIES, 6.0-10.0 MILS WET, 2.5-4.0 MILS DRY 4.3.16 GLYCOL REFRIGERATION PIPING (LIGHT COLORED FINAL COAT) 1ST COAT - TINT TO P1 SW EXTREME BOND PRIMER, B51W150 6.5 MILS WET, 1 MILS DRY 2ND COAT - SW PRO INDUSTRIAL DTM SEMI GLOSS- WATERBORNE- B66W1l5O SERIES, 6.0-10.0 MILS WET, 2.5-4.0 MILS DRY 4.3.17 GLYCOL REFRIGERATION PIPING (DARK COLORED FINAL COAT) 1ST COAT - TINT TO P3 SW EXTREME BOND PRIMER, B51 W150 6.5 MILS WET, 1 MILS DRY 2ND COAT - SW PRO INDUSTRIAL DTM SEMI GLOSS- WATERBORNE- B66W1150 SERIES, 6.0-10.0 MILS WET, 2.5-4.0 MILS DRY 4.3.18 FILLERS PRINTABLE CAULKING - SW LOXON S1 SMOOTH POLYURETHANE SEALANT SPACKLING COMPOUND - SW C-50. ALL CAULKING AND SPACKLING SHALL BE DONE AFTER PRIME COAT IS APPLIED. 4.3.19 PUTTY DAP "33" GLAZING COMPOUND END OF SECTION 09 91 00 SECTION 10 21 13 TOILET COMPARTMENTS V12202016 1. GENERAL 1.1. SUBMITTALS: 1.1.1 SUBMIT L01 IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.1.2 SHOP DRAWINGS SHOWING PLANS, ELEVATIONS, AND ATTACHMENT AND HARDWARE DETAILS. 2.PRODUCTS 2.1. MANUFACTURERS: 2.2. SANTANA COMTEC CAPITOL, SCRANTON, PA MILLS/BRADLEY, MENOMONEE FALLS, WI GLOBAL STEEL PRODUCTS CORP., DEER PARK, NY AMPCO PRODUCTS, INC., MIAMI, FL 2.3. CONSTRUCTION: PARTITIONS SHALL BE 1" THICK, HIGH DENSITY POLYETHYLENE (HDPE); ALL EDGES SHALL BE MACHINED TO A RADIUS OF 0.250" AND ALL SHARP CORNERS REMOVED. ALL DIVIDING PANELS AND DOORS SHALL BE 55" HIGH MOUNTED 14" A.F.F., OR 58" HIGH MOUNTED 12" A.F.F. 2.4. COLOR: SEE FINISH LEGEND IN CONSTRUCTION DOCUMENTS FOR PARTITION COLOR. 2.5. HARDWARE: FINISHES WILL BE EITHER BRIGHT ANODIZED OR SATIN FINISH ALUMINUM UNLESS NOTED OTHERWISE. 2.5.1 WALL BRACKETS: CONTINUOUS FULL -PANEL -LENGTH EXTRUDED. 2.5.2 HEAD RAILS: EXTRUDED. 2.5.3 PILASTER SHOES: 20 GA. STAINLESS STEEL. 2.5.4 HINGES: MUST BE DESIGNED TO ALLOW EMERGENCY ACCESS. 2.5.4.1 HINGES MUST BE SELF -CLOSING 8 INCH ALUMINUM 2.5.5 LATCHES: MUST BE DESIGNED TO ALLOW EMERGENCY ACCESS. 2.5.5.1 ALUMINUM, BRITE ANODIZED. 2.5.6 HANDLES: PROVIDE HANDLE ON BOTH SIDES OF DOOR. 2.5.7 STRIKES: MUST BE DESIGNED TO ALLOW FOR EMERGENCY ACCESS. 2.5.8 BUMPER/HOOKS: HEAVY CHROME PLATED ZAMAC. 2.5.9 PULL (ACCESSIBLE STALL AND AMBULATORY STALLS ONLY): PROVIDE PULLS ON BOTH SIDES OF STALL DOOR - HEAVY DUTY CHROME PLATED ZAMAC. 3. EXECUTION 3.1. INSTALLATION: INSTALLATION SHALL BE IN ACCORDANCE WITH APPROVED DRAWINGS AND MANUFACTURER'S STANDARD RECOMMENDATIONS. END OF SECTION 10 21 13 SECTION 10 28 13 TOILET ACCESSORIES V01062015 1. GENERAL 1.1. SUBMITTALS: 1.1.1 SUBMIT L01 AND MANUFACTURER'S LITERATURE IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. PROVIDE ITEM COUNT FOR EACH SUPPLIED ACCESSORY. 2. PRODUCTS 2.1. TOILET ACCESSORIES: MODEL NUMBERS LISTED ARE FOR BRADLEY ACCESSORIES. EQUIVALENT MODEL NUMBERS ARE LISTED IN THE L01. 2.1.1 MIRROR (MR1): 1 /4" FLOAT GLASS, QUALITY 03 OR BETTER MIRROR WITH GALVANIZED STEEL BACK, STAINLESS STEEL FRAME AND WITH THEFT PROOF MOUNTING, 1691X 3619. BRADLEY, ASI OR BOBRICK. (MODEL B-165-1636) 2.1.2 MIRROR (MR2): 1 /491 FLOAT GLASS, QUALITY Q3 OR BETTER, POLISHED EDGES, 18" X 42". BRADLEY, ASI OR BOBRICK. (MODEL 747-7471) 2.1.3 MIRROR (MR3): 1 /4" FLOAT GLASS, QUALITY Q3 OR BETTER MIRROR WITH GALVANIZED STEEL BACK, STAINLESS STEEL FRAME AND THEFT PROOF MOUNTING, 481IX3619. BRADLEY, ASI OR BOBRICK.(MODEL B-165-4836) 2.1.4 GRAB BARS: 1 1/2" DIAMETER SATIN FINISH STAINLESS STEEL; ONE 36 INCH AT THE REAR AND ONE 42 INCH TO THE SIDE OF EACH HANDICAPPED TOILET. WHERE ANSI 117.1 IS APPLICABLE ADD ONE 24" VERTICAL BAR (CHECK PLANS FOR LOCATIONS). BRADLEY, ASI OR BOBRICK.(BRADEX 812) 2.1.5 COAT HOOK : BRADLEY 233, ASI OR BOBRICK. (MODEL 917) 2.1.6 BABY CHANGING STATION: SAFE STRAP CO. "DIAPER -DEPOT CHANGING STATION," MODEL # 4304 - WHITE. FURNISHED AND INSTALLED BY PUBLIX. 2.1.7 PAPER TOWEL DISPENSER: KIMBERLY CLARK MODEL 09302. FURNISHED AND INSTALLED BY PUBLIX. 2.1.8 SEAT COVER DISPENSER: KIMBERLY CLARK MODEL 09526. FURNISHED AND INSTALLED BY PUBLIX. 2.1.9 SANITARY NAPKIN RECEPTACLE: RUBBERMAID MODEL 6140-00; IN WOMEN'S OR FAMILY RESTROOMS ONLY. FURNISHED AND INSTALLED BY PUBLIX. 2.1.10 TOILET TISSUE DISPENSER: KIMBERLY CLARK MODEL 09566. FURNISHED AND INSTALLED BY PUBLIX. 2.1.11 TRASH RECEPTACLE: "SLIM JIM TOP", FURNISHED BY PUBLIX. 2.1.12 ELECTRIC HAND DRYER-ASI MODEL 0160-STD. WHITE. (ALTERNATE FOR REMODELS ONLY) 2.2. SEE MECHANICAL DRAWINGS FOR WATER CLOSET, FLUSH VALVE ASSEMBLY, URINAL, AND LAVATORY SPECIFICATIONS. 3. EXECUTION 3.1. INSTALLATION: INSTALL ALL TOILET ACCESSORIES SECURELY TO WALLS INDICATED. PROVIDE AND INSTALL ALL REQUIRED WALL REINFORCEMENTS AND BLOCKING AS NECESSARY TO INSTALL ACCESSORIES. GRAB BARS SHALL BE MOUNTED TO REINFORCED WALLS TO WITHSTAND A POINT LOAD OF 350 POUNDS AT ANY POINT. END OF SECTION 10 28 13 SECTION 11 13 00 LOADING DOCK EQUIPMENT 1. GENERAL NOT USED. 2. PRODUCTS 2.1. DOCK SEALS: 2.1.1. PROVIDE DOCK SEALS AT ALL DOCKS THAT UTILIZE AN EXTERIOR DOOR FOR DIRECT ACCESS INTO TRUCKS (51.X, 60.X PROTOTYPES). 2.1.2. SEALS SHALL BE VESTIL MANUFACTURING COMPANY, MODEL D-150-B-P, TO ACCOMMODATE DOOR HEIGHT -102", DOOR WIDTH -84", MANUFACTURER'S STANDARD CONSTRUCTION, SQUARED VERTICALS, ALL WOOD PRESSURE TREATED, 36 OZ. VINYL REINFORCED BASE MATERIAL, 18 OZ. FULL HEIGHT ARMOR PLEATS, MOUNTING BRACKETS AND HARDWARE, AND ALL OTHER ITEMS TO PROVIDE A COMPLETE SERVICEABLE INSTALLATION. 3. EXECUTION 3.1. INSTALLATION: INSTALL ALL LOADING DOCK EQUIPMENT SECURELY TO WALLS INDICATED. FOLLOW MANUFACTURER'S INSTRUCTIONS IN ALL RESPECTS. END OF SECTION 11 13 00 SECTION 21 00 00 FIRE SUPPRESSION V04162013 1. GENERAL 1.1. SUBMIT LOIS IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES. 1.2. SYSTEM DESCRIPTION: 1.2.1 CONSTRUCTION DOCUMENTS INDICATE THE DESIGN OF A FIRE SPRINKLER SYSTEM THAT COMPLIES WITH THE INTENT OF PUBLIX. INFORMATION CONTAINED IN THESE DOCUMENTS SHALL BE THE ONLY BASIS FOR BID. 1.2.2 PUBLIX IS THE APPROVER OF ALL SYSTEMS. 1.2.3 DESIGN CHANGES: 1.2.3.1 IT IS RECOGNIZED THAT THERE ARE SEVERAL WAYS TO OBTAIN THE PROTECTION INTENDED BY PUBLIX SUPER MARKETS. IF CHANGES CAN BE MADE TO THE DESIGN TO ACHIEVE COST OR TIME SAVINGS, THESE SHALL BE SUBMITTED TO PUBLIX SUPER MARKETS FOR APPROVAL BEFORE REQUESTING APPROVAL BY THE AUTHORITY HAVING JURISDICTION. 1.2.3.2 WORK SHALL NOT BEGIN ON THE ASSUMPTION OF APPROVABILITY OF CHANGES TO THE DESIGN. 1.2.3.3 IF PUBLIX APPROVES DESIGN CHANGES, SUBMIT CHANGE ORDER REQUEST FOR INCLUSION IN CONTRACT. 1.3. SCOPE OF WORK: 1.3.1 PROVIDE COMPLETE OVERHEAD SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 1.3.2 MAKE CONNECTION TO THE UNDERGROUND SUPPLY AT THE "POINT OF SERVICE" AS SHOWN ON THE DRAWINGS. 1.3.3 PROVIDE BACK FLOW PREVENTER AND OS&Y VALVE ASSEMBLY AT LOCATION SHOWN IN THE SITE DOCUMENTS. 1.3.4 LOCATE FIRE DEPARTMENT CONNECTION AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 1.3.5 PROVIDE DRY PIPE SYSTEM FOR EXTERIOR HEADS AT LOCATIONS NORTH OF FLORIDA STATE HIGHWAY 60, WITH UNDER -CANOPY HEADS AS INDICATED, AND CONCEALED HEADS AS REQUIRED. 1.3.6 PROVIDE INTERCONNECTIONS TO SYSTEMS PROVIDED UNDER SEPARATE CONTRACT OR BY OWNER. 1.3.7 PROVIDE OTHER SYSTEMS AND APPARATUS AS NEEDED FOR SECURITY OF COMPONENTS, EASE OF ACCESS BY FIRE FIGHTERS AND OFFICIALS, AND AS REQUIRED FOR A COMPLETE, INTEGRATED SYSTEM. 1.4. RELATED WORK BY OTHERS: 1.4.1 CONNECTION TO MAINS: 1.4.1.1 UNDERGROUND FIRE SPRINKLER WATER SUPPLY SYSTEM SHALL BE AS APPROVED BY THE PUBLIX SUPER MARKETS ENGINEER AND THE AUTHORITY HAVING JURISDICTION, INCLUDING AN ACCEPTABLE OUTLET AT A "POINT OF CONNECTION" WITHIN 5 FT. OF THE BUILDING, LATERAL FROM THE FIRE MAIN OR BACKFLOW PREVENTER, FURNISHED AND INSTALLED BY OUTSIDE UTILITY SUBCONTRACTOR. 1.4.1.2 ALL SUCH FIRE SPRINKLER WORK SHALL BE ACCOMPLISHED BY A FIRE SPRINKLER CONTRACTOR DULY REGISTERED IN THE STATE OF THE WORK, AND QUALIFIED BY EXPERIENCE IN WORK OF SIMILAR SCOPE TO THAT INDICATED IN THE CONTRACT DOCUMENTS. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, CONNECTIONS TO MAINS, UNDERGROUND SUPPLIES, BACKFLOW PREVENTERS, VALVES, FITTINGS AND OTHER APPURTENANCES REQUIRED TO CONNECT THE WATER SUPPLY TO THE FIRE SPRINKLER SYSTEM. 1.4.2 CENTRAL STATION ALARM SYSTEM, COMPLETE AS SHOWN ON DRAWINGS, FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT. 1.5. DESIGN REQUIREMENTS 1.5.1 MINIMUM REQUIREMENTS FOR THE DESIGN, MANUFACTURE, TESTING AND METHODS OF INSTALLING ALL MATERIALS, APPARATUS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF NFPA STANDARDS 24 AND 13 AND, IN SOME CASES, THAT OF FM GLOBAL. 1.5.2 CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE AUTHORITY HAVING JURISDICTION. IF CONFLICTS OCCUR BETWEEN THE REQUIREMENTS OF THE ABOVE MENTIONED CODES AND AUTHORITIES, THE MOST STRINGENT SHALL GOVERN. 1.5.3 OBTAIN A HYDRANT FLOW TEST, PERFORMED WITHIN THE PREVIOUS 6 MONTH TIME PERIOD, AND ENSURE ITS ACCEPTABILITY BY ALL AUTHORITIES HAVING JURISDICTION PRIOR TO BASING CALCULATIONS AND PROPOSAL ON THE RESULTS OF THE TEST. 1.5.4 PROVIDE INSPECTOR'S TEST CONNECTION AT MOST REMOTE POINT FROM RISER. PROVIDE MINIMUM 1 PER RISER. 1.5.5 SPACING OF SPRINKLERS SHALL NOT EXCEED 130 SQ. FT. PER SPRINKLER, WITHOUT WRITTEN PERMISSION FROM PUBLIX. L 2' g 2 0 :� 1 ^ W� N C> O --I �<N 0 --I 00 U -,"' M U � � " N i i 0 . 11C k,o % U ^C) o m N .* �� 10 m 0 N Q m N Z W > � Z I- N w w ai U � o (n O O WO cc o a U VJ W �Ne Of Q 2� W< a- W �� O=) M �^ 00 00 VJ O m Ch ULL X w MJ =Z z ■ .. d W E n o w �+ m w J U LO qll r- �� V ) Z O 2 C G O 0 Or- CV CIO 0 Z 17 -g- W LO M M N o F_ Ix Q O Ci LL X _j V6 w m J J Z-jJ= 0 m 0 >. a Ix °N J Z) Z < C G U Uj w � O i= N LU 0.w w ^ = LL • 1� '.� �. Uj _ F- M w U., s •W � o a Q d :� •� . o • .... _ 0 m N J Z) m N J F_ �__ m m U) w n w o o C, Z Cl) CV V N w z � N w o � CI U 9 = W_ ¢ R4 a I Cl I o I U :AU ECEIV 2019 ins Construction, Inc. w 1.5.6 SPRINKLER LOCATION: ALL SPRINKLERS SHALL BE LOCATED AS SHOWN ON ENGINEER'S DRAWINGS, AND AS REQUIRED BY CODES, INCLUDING VESTIBULES AND CANOPY ATTIC AREAS. 1.5.7 STORAGE AREAS; ORDINARY HAZARD GROUP II: PROVIDE A HYDRAULICALLY DESIGNED WET SYSTEM TO PROVIDE 0.30 GPM/SQ. FT. INCLUDING THE MOST REMOTE 2000 SQ. FT. SPACING OF SPRINKLERS SHALL NOT EXCEED 100 SQ. FT. PER SPRINKLER. 1.5.8 SALES AREAS, WORK AREAS, ORDINARY HAZARD GROUP II: PROVIDE A HYDRAULICALLY DESIGNED WET SYSTEM TO PROVIDE 0.18 GPM/SQFT FOR ALL AREAS INCLUDING THE MOST REMOTE 2500 SO. FT. 1.5.9 HYDRAULIC CALCULATIONS SHALL INCLUDE A TOTAL ALLOWANCE OF 250 GPM FOR OUTSIDE AND INSIDE HOSE STREAMS. 1.6. SHOP DRAWINGS, CALCULATIONS AND APPROVALS 1.6.1 DO NOT BEGIN WORK UNTIL THE SHOP DRAWINGS AND CALCULATIONS HAVE BEEN APPROVED BY PUBLIX SUPER MARKETS AND BY THE AUTHORITY HAVING JURISDICTION. 1.6.2 ANY PROPOSED VALUE ENGINEERING CHANGES MUST BE SUBMITTED TO THE PUBLIX ENGINEER PRIOR TO SUBMITTING ANY SHOP DRAWING AND CALCULATIONS. 1.6.3 SUBMIT SHOP DRAWINGS AND CALCULATIONS SIMULTANEOUSLY TO THE PUBLIX SUPER MARKETS ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR APPROVAL, AND TO MARSH CONSULTING FOR REVIEW. 1.6.4 UPON RECEIVING APPROVAL OF THE AUTHORITY HAVING JURISDICTION, SUBMIT EVIDENCE OF THIS APPROVAL TO THE PUBLIX SUPER MARKETS ENGINEER. 1.1. QUALITY: 1.7.1 SUBCONTRACTOR: 1.7.1.1 THE FIRE SPRINKLER SUBCONTRACTOR SHALL BE A REPUTABLE FIRM REGULARLY ENGAGED IN THIS TYPE OF WORK, EMPLOYING SKILLED WORKMEN, AND WITH PROPER EQUIPMENT. WORK SHALL BE PERFORMED BY A FIRM LICENSED AS A CLASS 1 OR II FIRE SPRINKLER CONTRACTOR. 1.7.1.2 UPON REQUEST, SUBCONTRACTOR SHALL SHOW EVIDENCE OF AT LEAST TWO SIMILAR JOBS, OF COMPARABLE SIZE AND CHARACTER, INSTALLED AND OPERATING WITHIN THE TWO YEARS PRIOR TO BID OPENING. 1.7.1.3 PUBLIX RESERVES THE RIGHT TO REFUSE ANY SUBCONTRACTOR WITH OR WITHOUT DISCLOSING CAUSE. 1.7.2 PERSONNEL: 1.7.2.1 EMPLOY AN EXPERIENCED SUPERINTENDENT TO OVERSEE ALL OPERATION. 1.7.2.2 WORK SHALL NOT PROCEED WITHOUT ADEQUATE SUPERVISION PRESENT AT ALL TIMES. FOREMAN SHALL BE A JOURNEYMAN SPRINKLER FITTER. 1.7.2.3 WORK SHALL BE PERFORMED BY WORKERS CERTIFIED IN THEIR TRADE AS JOURNEYMEN, AND APPRENTICES IN ACCORDANCE WITH REGULATIONS OF THE GOVERNING AUTHORITY OR CUSTOMARY PRACTICE. UTILIZE WORKERS WITH SKILLS IN PROPORTION TO COMPLEXITY OF TASKS REQUIRED. 1.7.2.4 PUBLIX RESERVES THE RIGHT TO REFUSE ASSIGNMENT OF WORKERS TO PUBLIX WORK WITH OR WITHOUT DISCLOSING CAUSE. 1.7.3 QUALITY STANDARDS 1.7.3.1 WORK SHALL BE ACCOMPLISHED TO ENSURE LEAK -PROOF INSTALLATION 1.7.3.2 WORK WILL BE JUDGED BY PUBLIX IN COMPARISON TO WORK OF SIMILAR TYPES. SUBSTANDARD CONSTRUCTION AS JUDGED BY PUBLIX REPRESENTATIVE WILL NOT BE ACCEPTED. 1.7.3.3 NEATNESS COUNTS. MAKE ALL JOINTS, CONNECTIONS, UNIONS, ETC. WITH PROPER CARE TO INSURE THAT TIGHT CONNECTIONS ARE MADE WITHOUT EXCESS MATERIAL, WELL SECURED TO SUPPORTS. 1.7.3.4 INSTALL PIPING WITH RUNS STRAIGHT, ACCURATELY FORMED RADII AT BENDS, AND ADEQUATE SUPPORTS. 1.2. PRESSURE TEST: 1.8.1 PERFORM TESTING AS REQUIRED BY NFPA 13 AND AUTHORITIES HAVING JURISDICTION. TEST RESULTS SHALL BE CERTIFIED BY THESE AGENCIES. 1.8.2 AS A MINIMUM, TEST ALL PIPING AND EQUIPMENT UNDER HYDROSTATIC PRESSURE OF 200 POUNDS PER SQUARE INCH FOR A 2 HOUR CONTINUOUS PERIOD. 1.8.3 CORRECT ALL DEFECTS REVEALED BY TEST. 1.8.4 RETEST AS REQUIRED UNTIL SYSTEM IS LEAK FREE UNDER TEST CONDITIONS. 1. PRODUCTS 1.1. HEADS 2.1.1 ALL SPRINKLER HEADS SHALL BE UL LISTED, FACTORY MUTUAL APPROVED, AND THE PRODUCT OF ONE MANUFACTURER. 2.1.2 APPROVED MANUFACTURER'S: VIKING VICTUALIC TYC 0 RELIABLE GLOBE 2.1.3 SPRINKLER HEADS SHALL BE STANDARD RESPONSE THERMOSENSITIVE GLASS BULB STYLE, STANDARD PRESSURE RATED TO 175 PSI. 2.1.4 SPRINKLERS WITH 1/21I ORIFICES SHALL HAVE 1/21I NPT CONNECTIONS, 17/321I ORIFICES SHALL HAVE 3/41I NPT CONNECTIONS, DRY PENDANT HEADS SHALL HAVE 1" NPT CONNECTIONS. 2.1.5 AREAS WITH SUSPENDED CEILINGS: USE CHROME RECESSED OR SEMI -RECESSED TYPE SPRINKLERS RATED AT 155 DEGREES F. UNLESS OTHERWISE NOTED ON THE PLAN. 2.1.6 IN AREAS WITH EXPOSED STRUCTURE: 2.1.6.1 SALES/CUSTOMER AREAS: USE BRASS UPRIGHT TYPE SPRINKLERS RATED AT 155 DEGREES F. WHERE SUSPENDED CEILING OCCURS USE CHROME PENDANT TYPE SPRINKLERS RATED AT 155 DEGREES F. PROVIDE CHROME TWO-PIECE ESCUTCHEONS. 2.1.6.2 STORAGE, AND OTHER AREAS NOT USED BY CUSTOMERS: USE BRASS UPRIGHT TYPE, RATED AT 155 DEGREES F. 2.1.7 COOLER/FREEZER AREAS: PROVIDE 175 DEGREE F DRY PENDANT SPRINKLERS. SEAL PIPE PENETRATION AND INSULATE PIPE TO 1'-01I ABOVE TOP OF COOLER/FREEZER INSULATION PANEL. MINIMUM BARREL LENGTH SHALL BE 18". 2.1.7.1 APPROVED MANUFACTURERS: VIKING & RELIABLE 1.2. PROVIDE SPARE SPRINKLER HEADS AND WRENCHES. PROVIDE NUMBER OF CABINETS, SPARE SPRINKLER HEADS IN LOCATIONS REQUIRED BY NFPA 13. MINIMUM CABINET SIZE SHALL BE FOR 12 HEADS. 1.3. DRY SYSTEMS: WHERE REQUIRED BY LOCAL AUTHORITIES, THE SYSTEM SHALL BE CONTROLLED BY A SEPARATE WALL OR POST INDICATOR VALVE AND DRY PIPE VALVE. VALVES ARE TO BE EQUIPPED WITH AN AIR COMPRESSOR, LOW AIR TROUBLE ALARM, AND SUPERVISORY SWITCHES. CONTROL VALVES FOR EITHER SHALL BE LOCATED 4'-6" ABOVE FINISHED FLOOR. 2.3.1 AIR COMPRESSORS FOR DRY SYSTEMS WILL BE DIRECT DRIVE, ELECTRIC MOTOR DRIVEN, AIR COOLED, WITH THERMAL OVERLOAD PROTECTION. UNITS SHALL BE FULLY AUTOMATIC, WITH A UL LISTED PRESSURE SWITCH, CHECK VALVE AND SAFETY VALVE, OIL -LESS PISTON COMPRESSOR, AND PERMANENTLY LUBRICATED BEARINGS. INCLUDE AIR FILTERS AND RISER MOUNTING KITS. SEE CONSTRUCTION DRAWINGS FOR POWER REQUIREMENTS, 2.3.1.1 APPROVED MANUFACTURER: GENERAL AIR PRODUCTS. 1.4. BACK FLOW DEVICES: PROVIDE A FACTORY MUTUAL APPROVED BACK FLOW DEVICE WHERE REQUIRED BY LOCAL CODES. AT STORES LOCATED NORTH OF FLORIDA ROUTE 60, SET ASSEMBLY IN INSULATED BELOW -GROUND CONCRETE VAULT OR PROVIDE MEANS OF FREEZE PROTECTION. 1.5. INSPECTOR'S TEST CONNECTION SHALL BE PIPED TO FLOOR LEVEL ON THE INSIDE OF THE BUILDING, THEN STUBBED THROUGH THE WALL AND PIPED TO GRADE. CONFORM TO REQUIREMENTS OF NFPA 13 AND FACTORY MUTUAL. 1.6. RISER ASSEMBLY SHALL INCLUDE ALARM VALVE WITH DPDT WATER FLOW SWITCH, WATER MOTOR ALARM, ELECTRICALLY SUPERVISED GATE VALVE, MAIN DRAIN AND PRESSURE GAUGES. WATER FLOW SWITCH AND TAMPER SWITCH. RISER ASSEMBLY SHALL BE LOCATED IN REAR OF STORE. ALL RISERS SHALL BE INTERIOR RISERS. SYSTEM CONTROL VALVE SHALL BE A WALL OR POST INDICATOR TYPE. 1.7. PROVIDE PIPE SLEEVES FOR ALL PIPES PASSING THROUGH CONCRETE FLOORS AND FOR ALL PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS. 1.8. PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPES PASSING THROUGH FLOORS AND WALLS. ESCUTCHEONS SHALL BE CHROME PLATED STEEL OR STAINLESS STEEL, TWO-PIECE HINGED, FASTENED WITH SET SCREW, SIZE TO SUIT. WHERE SUBJECT TO CORROSION (OUTSIDE) USE STAINLESS STEEL ONLY. 1.9. TAMPER SWITCHES: PROVIDE SYSTEMS SENSOR SUPERVISORY SWITCH OSY2 FOR OUTSIDE SCREW AND YOKE GATE VALVES, OR PIBV2 FOR POST INDICATOR GATE VALVES, TO BE WIRED BY OTHERS. 1.10. ALL FITTINGS SHALL BE U.L. AND FACTORY MUTUAL APPROVED AND STAMPED AND SHALL CONFORM TO THE REQUIREMENTS OF NFPA. #13 AND THE FACTORY MUTUAL APPROVAL GUIDE, EXCEPT THAT NO IISLIPII TYPE FITTINGS ARE TO BE USED. 1.11. PIPING: 2.11.1 PIPING SHALL CONFORM TO THE REQUIREMENTS OF NFPA. #13 AND THE FACTORY MUTUAL APPROVAL GUIDE. PIPING MAY BE GROOVED, THREADED AND/OR WELDED IF ALL COMPONENTS AND METHODS ARE FACTORY MUTUAL APPROVED. 2.11.2 UNDERGROUND SERVICE PIPING: 2.11.2.1 PIPE: AWWA C900, PVC, AWWA C151, DUCTILE IRON PIPE 2.11.2.2 FITTINGS AND JOINTS: AWWA C110 & C115, DUCTILE IRON PIPE ANSI B16.1 CAST IRON PIPE, FOR SIZES 31I-481I. 2.11.3 ABOVE GROUND SERVICE PIPING: 2.11.3.1 SPRINKLER PIPING: ASTM-A795 AND ASTM A35 FOR BLACK AND HOT DIPPED, ZINC COATED (GALVANIZED) WELDED AND SEAMLESS STEEL PIPE. ASTM A135 FOR ELECTRIC RESISTANCE WELDED STEEL PIPE. 2.11.3.1.1 EXTERIOR WET/DRY SPRINKLER PIPING & FITTINGS: GALVANIZED STEEL. 2.11.3.1.2 INTERIOR WET SPRINKLER PIPING & FITTINGS: BLACK STEEL. 2.11.3.1.3 INTERIOR DRY SPRINKLER PIPING & FITTINGS: GALVANIZED STEEL. 2.11.3.2 PIPE SIZES 11I-21I SHALL BE SCHEDULE 40. 2.1 1 .3.3 PIPE SIZES 2 1 /21I - 611 SHALL BE SCHEDULE 10. 2.11.4 FIRE DEPARTMENT CONNECTION PIPING: 2.11.4.1 INTERIOR: SAME AS INTERIOR SPRINKLER PIPING ABOVE. 2.11.4.2 EXTERIOR: SAME AS EXTERIOR SERVICE PIPING ABOVE. WHERE STUBBED -UP FOR CONNECTIONS ABOVE GRADE, USE STANDARD WEIGHT GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE IRON SCREW FITTINGS. 2.11.5 DRAIN PIPING: SCHEDULE 40 GALVANIZED STEEL SCREWED PIPE WITH CAST IRON DRAINAGE PATTERN SCREW FITTINGS. 1.12. VALVES: 2.12.1 DRAIN VALVES, TEST VALVES, AND CONTROL VALVES SHALL BE FITTED WITH FM APPROVED ENAMELED SIGNS INDICATING THEIR USE. 2.12.2 GATE VALVES 2.12.2.1 NON RISING STEM: 411 - 121I IRON BODY, 175 LB. SERVICE RATING, FLANGED CONNECTIONS. UL LISTED, FACTORY MUTUAL APPROVED. BOLTED BONNET INDICATOR, BOLT PATTER, SOLID BRONZE OR RESILIENT WEDGE. NIBCO F609 2.12.2.2 OUTSIDE SCREW AND YOKE: 411 - 12" IRON BODY 200 LB. SERVICE RATING, FLANGED CONNECTIONS. UL LISTED, FACTORY MUTUAL APPROVED. EPDXY COATED INTERIOR/EXTERIOR. PREGROOVED STEM FOR SUPERVISORY SWITCH, RESILIENT WEDGE. NIBCO F607RW 2.12.2.3 OTHER APPROVED MANUFACTURER'S: MUELLER KENNEDY STOCKHAM WATTS 2.12.3 ALARM CHECK VALVES: 319 - 811 IRON BODY, 175 LB. SERVICE RATING, FLANGED OR GROOVED CONNECTION. UL LISTED, FACTORY MUTUAL APPROVED. VERTICAL MOUNTED WITH COMPLETE TRIM FOR VARIABLE PRESSURE. BOLTED HAND HOLE COVER. EPDM RUBBER CLAPPER SEAL. 2.12.3.1 WET ALARM CHECK VALVES: CENTRAL MODEL F OR G VIKING MODEL J-1 RELIABLE MODEL E 2.12.3.2 RETARD CHAMBERS: CENTRAL MODEL F VIKING C-1 RELIABLE MODEL E-1 2.12.3.3 DRY ALARM CHECK VALVES: CENTRAL MODEL C VIKING F-1 VICTUALIC SERIES 756 FIRELOCK 2.12.3.4 ACCELERATORS AND EXHAUSTERS: CENTRAL MODEL A VIKING MODEL E-1 VICTUALIC SERIES 746 2.12.4 DOUBLE CHECK DETECTOR ASSEMBLY: IRON BODY, 175 LB. SERVICE RATING. UL LISTED FACTORY MUTUAL APPROVED. EPDXY COATED INTERIOR/EXTERIOR. DUCTILE IRON OR STAINLESS STEEL CLAPPER, EPDM RUBBER SEAL. RESILIENT WEDGE OUTSIDE SCREW AND YOKE GATE VALVES. FEBCO 856, WATTS 757DCDA - OSY OR EQUAL AS APPROVED BY PUBLIX ENGINEER. 2.12.5 INDICATOR POSTS: IRON BODY. UL LISTED, FACTORY MUTUAL APPROVED FOR USE WITH NON- RISING STEM GATE VALVES: NIBCO NIPIAJ UPRIGHT POST OR NIP2AJ WALL POST GRINNELL KENNEDY MUELLER STOCKHAM 2.12.6 DRAIN VALVES: ANGLE OR GLOBE TYPE AS REQUIRED. JENKINS 108-A ANGLE OR 106A GLOBE OR EQUAL AS APPROVED BY PUBLIX ENGINEER. 2.12.7 CHECK VALVES: FACTORY MUTUAL APPROVED SWING CHECK VALVES INSTALLED HORIZONTALLY, IRON BODY, BRONZE MOUNTED, 175 POUND SERVICE RATING. 1.13. RISER AND FIRE DEPARTMENT CONNECTION 2.13.1 RISER: PROVIDE RISER WHERE INDICATED ON THE DRAWINGS. RISER SHALL HAVE ALARM VALVE, COMPLETE WITH VALVE TRIMMINGS, GAUGES, AND ALL REQUIRED ACCESSORY EQUIPMENT. PROVIDE APPROVED ELECTRIC FLOW SWITCH WHERE INDICATED ON THE DRAWINGS. 2.13.2 INSPECTOR'S TEST CONNECTION: 111 INSPECTORS TEST VALVE, DRAIN VALVE AND PIPE EXTENDING TO DRAIN INDICATED ON DRAWINGS. SYSTEM SHALL ALSO BE CONNECTED INTO THE CENTRAL FIRE ALARM SYSTEM. 2.13.3 FIRE DEPARTMENT CONNECTIONS: FACTORY MUTUAL APPROVED FLUSH TYPE FIRE DEPARTMENT CONNECTIONS 41I F.I.P.T. OUTLET AND TWO 2-1/21I NSHT INLETS WITH LETTERED NAMEPLATE. ALL EXPOSED PARTS SHALL BE ROUGH BRASS AND POLISHED TRIM; PLATE SHALL BE LETTERED "AUTOMATIC SPRINKLER", "FIRE DEPARTMENT CONNECTIONS". 1.14. GAUGES 2.14.1 PRESSURE GAUGES SHALL BE INSTALLED AS REQUIRED BY CODE, FACTORY MUTUAL APPROVED 4-1/21I DIAL TYPE, AND SHALL HAVE A MAXIMUM LIMIT OF NOT LESS THAN TWICE THE NORMAL WORKING PRESSURE AT THE POINT WHERE INSTALLED. 2.14.2 CONTROL VALVES, DRAIN VALVES, CHECK VALVES, IDENTIFICATION TAGS AND DRAIN PIPING SHALL BE APPROVED FOR FIRE SERVICE AND SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN NFPA. #13. 2. EXECUTION 2.1. GENERAL 3.1.1 ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE USED FOR BUILDING CONSTRUCTION, DIMENSIONS AND SPECIFIC LOCATIONS. 3.1.2 PERFORM ALL CUTTING AND FITTING REQUIRED FOR WORK OF THIS SECTION IN ROUGH CONSTRUCTION OF THE BUILDING, AND IN AREAS OF EXISTING BUILDINGS AND STRUCTURES AS REQUIRED BY ALTERATIONS AND CONNECTIONS TO EXISTING. 3.1.3 ALL PATCHING OF FINISHED CONSTRUCTION OF NEW AND EXISTING BUILDINGS SHALL BE BY THE GENERAL CONTRACTOR UNDER THE SECTIONS OF SPECIFICATIONS COVERING THOSE MATERIALS. 3.1.4 SUBCONTRACTOR SHALL PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR SERVICES, INSIDE AND OUTSIDE THE BUILDING. CUTTING OF CURBS, WALKS, CONCRETE AND PAVING REQUIRED BY THE EXCAVATION SHALL BE DONE BY SUBCONTRACTOR. ANY ROCK SHALL BE EXCAVATED 3 INCHES BELOW THE LAYING DEPTH, AND THE TRENCH SHALL BE BACKFILLED WITH SAND 3 INCHES DEEP. OVER EXCAVATION SHALL BE ADDED IN 12 INCH LAYERS AND MECHANICALLY COMPACTED. FLOODING OR PUDDLING NOT PERMITTED. ALL PIPING WHICH WILL BE UNDER WALKS, PLANTERS, ARCADES, PARKING LOTS, CONCRETE OR ASPHALT SHALL BE MECHANICALLY COMPACTED IN 12 INCH LAYERS. PIPE UNDER DRIVEWAYS SHALL HAVE A MINIMUM COVER 0 F 3 FT. 3.1.5 VERIFY ALL FIELD DIMENSIONS AND LOCATIONS OF EQUIPMENT AND FIXTURES WITHIN THE LAYOUT AS ESTABLISHED BY THE GENERAL CONTRACTOR TO INSURE CLOSE, NEAT FIT, WITH OTHER TRADES WORK. 3.1.6 NO UNDERGROUND PIPING SHALL BE COVERED UNTIL INSPECTED BY PUBLIX' REPRESENTATIVE AND AUTHORITY HAVING JURISDICTION. 3.1.7 WHERE THE WORK IS DEPENDENT UPON WORK OF OTHER TRADES OR WORK ALREADY IN PLACE FOR ITS PROPER INSTALLATION, EXAMINE SUCH OTHER WORK AND SEE THAT IS IN THE PROPER CONDITION AND STATE OF COMPLETION BEFORE CONTINUING THE INSTALLATION. 3.1.8 INCLUDE THE SERVICES OF AN EXPERIENCED SUPERINTENDENT, WHO SHALL BE CONSTANTLY IN CHARGE OF THE WORK, TOGETHER WITH QUALIFIED JOURNEYMEN REQUIRED TO PROPERLY UNLOAD, INSTALL, CONNECT, ADJUST, START AND OPERATE AND TEST THE WORK INVOLVED, INCLUDING EQUIPMENT AND MATERIALS FURNISHED BY OTHERS AND BY OWNER. ALL WORK SHALL BE EXECUTED IN A FIRST CLASS WORKMANLIKE MANNER. WORKMANSHIP THAT, IN THE OPINION OF PUBLIX, IS SUBSTANDARD OR SHODDY, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE WORK AT NO COST TO PUBLIX. 3.1.9 FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED. COORDINATE WORK WITH OTHER TRADES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS AT ALL POINTS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, NOTIFY ARCHITECT BEFORE PROCEEDING WITH INSTALLATION. 2.2. AREA OF HORIZONTAL RUNS BY TRADES: SEE SECTION 01 11 00 SUMMARY OF WORK. 2.3. CONCEAL ALL PIPING ABOVE SUSPENDED CEILING WHERE PRACTICAL. 2.4. IF DIRECTED BY ARCHITECT, THE SUBCONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 2.5. PROVIDE QUALIFIED INSTALLERS. INSTALL MATERIALS, APPARATUS AND EQUIPMENT IN NEAT, WORKMANLIKE MANNER. 2.6. COOPERATE WITH THE WORK OF OTHER TRADES TO PREVENT CONFLICT OR INTERFERENCE AND TO AID RAPID COMPLETION OF THE OVERALL PROJECT. WORK OF OTHER TRADES. DO NOT INSTALL DAMAGED MATERIALS AND EQUIPMENT; REMOVE THEM FROM THE SITE. 2.8. INSTALL DROPS FOR SPRINKLER HEADS IN AREAS WITH FINISHED CEILING. SPRINKLER HEADS IN TILE CEILINGS SHALL BE LOCATED WITHIN 1 1 /21I OF THE CENTER OF TILE. COORDINATE THE EXACT LOCATION OF THE CEILING GRID WITH THE CEILING CONTRACTOR. 2.9. EXAMINE ALL WORK OF OTHERS. IF ANY CONDITIONS EXIST WHICH WILL PREVENT SATISFACTORY INSTALLATION OF MATERIALS OR EQUIPMENT THE ARCHITECT SHALL BE NOTIFIED IN WRITING. STARTING OF WORK WITHOUT NOTIFICATION INDICATES ACCEPTANCE, AND ANY OR ALL CHANGES REQUIRED WILL BE AT CONTRACTOR'S EXPENSE. 2.10. KEEP THE JOB SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH. LEAVE THE JOB SITE AND WORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. CLEAN ALL MATERIALS AND EQUIPMENT OF DIRT, DUST, PAINT, SPOTS AND STAINS, SOIL MARKS AND OTHER FOREIGN MATTER. 2.11. THE INSIDE SPRINKLER PIPING SHALL BE INSTALLED IN SUCH A MANNER THAT THERE WILL BE NO LEAKAGE. 2.12. THERE SHALL BE NO ON SITE WELDING OF SPRINKLER PIPING. 2.13. INSTALL, TEST AND FLUSH THE FIRE PROTECTION UNDERGROUND FROM THE "POINT OF SERVICE" TO THE BUILDING IN ACCORDANCE WITH NFPA. 24. 2.14. REQUIREMENTS FOR FINAL ACCEPTANCE AND PAYMENT: 3.14.1 THE ENTIRE SYSTEM SHALL BE TESTED UNDER HYDROSTATIC PRESSURE. THIS PRESSURE SHALL BE 50 PSI GREATER THAN PRESSURE IN THE MAIN, BUT IN NO CASE LESS THAN 200 PSI. THE TEST PRESSURE SHALL BE MAINTAINED FOR TWO (2) HOURS. PROPERLY EXECUTED TEST CERTIFICATE SHALL BE SENT TO FACTORY MUTUAL ENGINEERING ASSOCIATION AND PUBLIX' REPRESENTATIVE UPON COMPLETION. 3.14.2 FURNISH PUBLIX' REPRESENTATIVE WITH A COMPLETE SET OF ALL MANUFACTURER'S WARRANTIES AND INSTRUCTIONS, AND WITH TWO SETS OF AS -BUILT DRAWINGS. 3.14.3 OBTAIN FINAL INSPECTION AND TEST REQUIRED BY THE AUTHORITIES HAVING JURISDICTION FOR THEIR ACCEPTANCE OF THE SYSTEM; PROVIDE ADEQUATE ADVANCE NOTICE TO PUBLIX' REPRESENTATIVE OF SUCH INSPECTION AND TEST; FURNISH PUBLIX' REPRESENTATIVE WITH EVIDENCE OF ACCEPTANCE OF THE SYSTEM BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3.14.4 CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR UNDERGROUND PIPING/ ABOVEGROUND PIPING SHALL BE COMPLETED ON THE APPROPRIATE NFPA 13 FORM AND SUBMITTED TO THE OWNER AND THE AUTHORITY HAVING JURISDICTION. 3.14.5 THE SYSTEM, UPON COMPLETION AND TESTING, SHALL BE INSPECTED AND ACCEPTED BY THE OWNER AND THE AUTHORITY HAVING JURISDICTION. 2.15. GUARANTEE 3.15.1 ALL EQUIPMENT SHALL BE TESTED, ADJUSTED AND PLACED IN PROPER OPERATING CONDITION BY THE SUBCONTRACTOR. BOTH THE CONTRACTOR AND THE ENGINEER SHALL ADVISE THE ARCHITECT IN WRITING THAT THE SYSTEMS ARE INSTALLED ACCORDING TO THE SPECIFICATIONS AND DRAWINGS AND ARE OPERATING SATISFACTORILY. THE OWNER SHALL RECEIVE WRITTEN WARRANTY COVERING ALL DEFECTS IN WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. 3.15.2 ALL DEFECTS WITHIN THIS PERIOD SHALL BE REPAIRED WITHOUT COST TO THE OWNER. THIS SHALL INCLUDE ADJUSTMENTS, AND ALL REGULAR AND PREVENTATIVE MAINTENANCE. 3.15.3 THE OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S WARRANTY. 2.16. FINAL INSPECTION 3.16.1 ALL OF THE FOLLOWING ITEMS SHALL BE COMPLETED PRIOR TO FINAL INSPECTIONS. NO EXCEPTIONS WILL BE MADE AND NO FINAL PAYMENT WILL BE MADE UNTIL ALL ITEMS ARE COMPLETED. 2.17. CLEANING EQUIPMENT AND PREMISES: 3.17.1 THOROUGHLY CLEAN ALL EXPOSED PARTS OF THE APPARATUS AND EQUIPMENT. EXPOSED PARTS WHICH ARE TO BE PAINTED SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIAL AND ALL OIL AND GREASE SPOTS SHALL BE REMOVED. REPAINT OR TOUCH UP AS REQUIRED TO MAKE LOOK LIKE NEW. SUCH SURFACES SHALL BE CAREFULLY WIPED AND ALL CRACKS AND CORNERS SCRAPED OUT. 3.17.2 EXPOSED METAL WORK SHALL BE CAREFULLY BRUSHED DOWN WITH STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS AND TOUCHED UP WITH PRIMER. 2.18. IDENTIFICATION, OPERATING INSTRUCTIONS AND SERVICE MANUAL: 3.18.1 PROVIDE A PERMANENT NON -CORROSIVE METALLIC PLACARD INDICATING HYDRAULIC DESIGN AND DEMAND INFORMATION, SECURELY AFFIXED TO RISER, ONE REQUIRED EACH RISER. 3.18.2 MANUAL: 3.18.2.1 PROVIDE TWO (2) NEATLY BOUND COPIES OF MAINTENANCE AND INSTRUCTIONS BOOK, PARTS LISTS PERTAINING TO ALL EQUIPMENT FURNISHED. SUBMIT TO THE ARCHITECT FOR APPROVAL. 3.18.2.2 EACH SECTION SHALL BE INDEXED AND INCLUDE PARTS LISTS, INSTRUCTION BOOKS, SUPPLIERS' PHONE NUMBERS AND ADDRESSES, AND INDIVIDUAL EQUIPMENT GUARANTEES ALL IN SEPARATE SECTIONS. END OF SECTION 21 00 00 N O O Q' N U ' Q U � 00 0 rn 0 r.6 W> M O m Z w W rn; W OOi O U w 0 p U VJ F_ W I..L cc� Q G m W w� n I— r- "'� O CM d ,- co O U)M X U_j X w J mZ mag z w Z M w _1 U CV r t ♦ VJ Z OC CG G O 0 N 0 C m Lu M M Q OJ pU- J m L m J Z J� m a >- occn a Of n oo W rn 0 N J N J m � U) u� �p J W O rn O o z00 M N U 3 C> N w N o z co 0 W U co _ � a a o o v «mot razfii>�m, Inc. W 0 Section 22 40 00 Plumbing V10092017 General 1. Summary 1.1.1 Provide all materials and equipment and perform all labor required to install plurnbing complete as indicated, as required by code, and as specified herein. All sizes, etc. are Publix minimum and if local code requirements are higher, the work shall be bid and installed accordingly. 1.1.1.1 Obtain and pay for all pernihs, bonds, inspection. 1.1.1.2 Provide 2-1/2" water service line, with water meter and 2-1/2" backflow preventer. 1.1.1.3 Provide hot and cold water mains and distribution piping, all overhead and concealed except main water supply into building and where indicated on the Drawings. No PVC pipe allowed above floor stab, (except plumbing waste piping, unless not code approved). 1.1.1.4 Provide a system of soil and waste drains, vents, and connections to all sewer, and water mains and all fixtures. 1.1.1.5 Plumbing Fixtures: Provide and adjust, except as herein specified. 1.1.1.6 Provide Grease Interceptors as specified and as required by local codes. 1.1.1.7 Provide all piping hanging and hangers. 1.1.1.8 Provide gas piping and all indirect drains required for equipment firnished in other sections, and by Owner, except provide indicated drains (floor drains, hub drains, floor sinks, etc.) for refrigerated cases, walk-in coolers, and freezers. 1.1.1.9 Provide rough -in plumbing for fixtures indicated as fiimished by Publix or others, and make required connections. Include uncrating equipment, moving into place, and installing complete. 1. 1. 1. 10 Coordinate plumbing work with all other trades including Refrigeration Contractor's work. 1. I. 1. I I Provide all other materials and services required for a complete working installation described in Contract Documents. 1.1.2 All apparatus shall be installed at exact height and locations as shown on the Architectural Drawings, or if not shown, at heights and locations detennined by applicable codes and laws. 1.1.3 Perform all excavation and backfill required for services, and for all plumbing and work inside and outside the building. Cutting of curbs, walks, concrete and paving required for excavation shall be done by appropriate trade. 1. 1.4 All store cases, coolers, and freezers will be furnished and set in place by Publix. The Reffigeration Contractor shall make all condensate waste connections required to Plumbing Contractors stub ups. Check equipment drawings against Drawings in order to verify exact locations. Provide gas piping as indicated. 1.2. Definitions: Explanation and Precedence of Documents: 1.2.1 For purposes of clarity and leg;ibility, Plumbing Drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, Contractor shall make use of all Contract Documents. 1.2.2 The Drawings indicate size, connection points and routes of pipe. It is not intended, however, that all offsets, rises and drops are shown. Install piping as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.3 Carefully examine all existing conditions, existing piping and premises and compare the Drawings with the existing conditions. Submittal of bid indicates that the Contractor has examined the site and Drawings and has included all required work in his bid. No allowances will be made for any error resulting from Contractor's failure to visit Job Sites and to review Drawings. 1.2.4 Conflicts, discrepancies, interferences and omissions in documents shall be brought to the attention of the Publix Engineer for clarification prior to commencement of work. 1.3. Submittals: 1.3.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit for Publix' Architect's approval: Fixtures and trim with cuts including rough -in dimensions. Equipment (water heaters, expansion tanks, other items) Drains and cleanouts (floor and wall) Valves, stops, hose bibbs Miscellaneous Roof flashing Hangers and Seismic Bracing Piping, piping diagrams Other items required to complete the Work 1.3.3 Submit two (2) identical bound copies of all items. Arrange categories in order listed above. 1.3.4 All cuts for the above shall have rough -in dimensions, connection sizes, and any special installation requirements. In addition, furnish motor horsepower voltage and phase for all equipment. 1.3.5 Project Record Drawings: Comply with Section 0 1 78 39. 1.3.6 Do not order materials or proceed with work untill all submittals have been reviewed, and approved. 1.3.7 Confirm electrical and other requirements with other contractors. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The Plumbing Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to bid opening. 1.4.1.3 Publix. reserves the right to refuse any Subcontractor with or without disclosing cause. 1.4.2 Personnel: W 1.4.2.1 Employ an experienced Superintendent to oversee all operation. 1.4.2.2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to refiise assignment of workers to Publix work with or without disclosing cause. 1.4.3 Quality Standards 1.4.3.1 Work shall be accomplished to ensure leak -proof installation. 1.4.3.2 Work will be judged by Publix in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.3.3 Neatness counts. Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 1.4.3.4 Install piping with runs straight, accurately formed radiuses at bends, and adequate supports. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): State Sanitary Code Local Building Code ASME Code for Unfired Pressure Vessels International Plumbing & Gas Code Florida State Plumbing & Gas Code Georgia State Plumbing & Gas Code North Carolina State Plumbing & Gas Code OSHA - for construction Other applicable laws and regulations. 1.4.5 Coordination: Work shall be accomplished along with the work of other trades. Cooperate with others to benefit the job as a whole. 1.4.6 Participate in the Pre -Construction Conference. 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all required chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, Plumber shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of piping through structural members, framing or under footings, permission to make such installation shall first be obtained from the Publix Field Representative 1.6. Temporary Operation: 1.6.1 The Owner may require operation of parts or all of the installation prior to Final Acceptance. 1.6.2 Cost of utilities for such operation shall be paid by the Contractor. This operation does not constitute acceptance of the Contractor's work. 1.6.3 All gas and water used for construction shall be paid for by the General Contractor. Furnish and install all temporary water piping required for construction purposes and remove piping when use is no longer required. Restore site and piping to original conditions. 1.7. The Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: 1.8.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.8.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the plumbing system. Inform the Architect in writing as to the persons who received the instructions and the date that this was done. 1.9. Polypropylene Piping and Products Warranty: 1.9.1 Manufacturer shall warranty pipe and fittings for 10 years to be free of defects in materials or workmanship. 1.9.2 Warranty shall cover labor and material costs of repairing and/or replacing defective materials and repairing any incidental damage caused by failure of the piping system due to defects in materials or workmanship. 2. Products: 2.1. Materials: 2.1.1 All materials shall be new, full weight, of the best quality with the same brand or manufacturer used for each class of materials or equipment. All similar materials such as valves, pumps, boilers, fixtures, shall be of the same type and manufacturer unless otherwise designated. 2.1.2 All plumbing fixtures shall be "first quality" as defined and set forth in Commercial Standard CS 20-36 As Promulgated By The U.S. Department of Commerce. 2.2. Fixtures 2.2.1 Provide vitreous white china fixtures (unless otherwise noted). 2.2.2 Support wall -mounted fixtures w/ manufacturer approved carriers. 12.3 American Standard product designations have been used for consistency. Equivalent fixtures by Crane, Kohler, Zum, Sloan, or Toto may be accepted. 2.2.4 Install all owner furnished fixtures and provide all the necessary components as required for a complete Installation. Equipment 2.3.1 Grease Interceptor: Rectangular, pre -cast concrete, all in accordance with state and local codes. Two cast iron traffic tops with traffic cast iron clean -outs are required. Tanks and lids shall be designed for an H-20 traffic load. Tanks shall be reinforced with welded wire mesh and steel bars. Compressive strength of concrete shall be a minimum of 5500 PSI at 28 days. Provide additives or coatings to protect tank interiors to minimum PH of 3. 2.3.2 Drains, Clean -outs: As scheduled. Approved manufacturers: JR Smith Zurn Pipe and Fittings: 2.4.1 Hot and cold water piping: 2.4.1.1 ASTM B88 type "L" seamless copper tubing. Main service type "K" with red lion seal cote coating, or approved equal. 2.4.1.2 Fittings: Wrought copper solder fittings, solder with silvaloy, streamline 122, phos-copper or approved equal no -lead solder. 2.4.1.3 Alternate: Copper press fittings shall conforrn to the material and sizinge requirements of ASME B16.18 or ASME B16.22. O-ringsfior copper press fittings shall be EPDM. Approved Manufacturers: Viega 2.4.2 Gas Piping: Shall be schedule 40-A-120 black steel pipe with black banded malleable iron fittings, pipe shall be welded. Grounding by Electrical Contractor. 2.4.2.1 Indoors: ASTM A53 steel pipe, schedule 40, black forged steel weld fittings. 2.4.2.2 Outdoors: ASTM A53 steel pipe, schedule 40, mill galvanized, fittings as required. 2.4.3 Plastic Gas Piping: Used underground only. Shall conform to the requirements of ASTM D2513 for medium -density polyethylene pipe and tubing. Fittings shall comply with the requirements of ASTM D2683 for socket type, ASTM D3261 for butt fitsion and ASTM F 1055 for electrofusion. Pipe shall be yellow and marked in accordance with ASTM D2513. 2.4.4 Soil, Waste, Vent Pipe: 2.4.4.1 PVC DWV pipe (where allowed by codes): PVC schedule 40 solid wall pipe and PVC DWV fittings used in sanitary drain, waste, and vent (DWV) and storm drainage applications. Pipe shall be IPS conforming to ASTM D 1785 and ASTM D2665. Fittings shall conform to ASTM D2665. Solvent cement shall conform to ASTM D2564. 2.4.4.2 ABS DWV pipe (where allowed by codes): Unplasticized, ASTM D266 1, Type 1, Grade 1, solvent cement joints, DWV fittings. schedule 40 unless indicated otherwise on the Drawings, all elbows shall be long sweep type. Use only where indicated on the drawings. 2.4.4.3 Cast Iron Pipe: Coated service weight cast iron soil pipe using coated service weight cast iron fittings. 2.4.4.4 Vent Piping Option: All vent piping above grade may be copper DWV, with copper drainage fittings, solder as for hot and cold water. 2.4.5 Provide field fabricated DWV copper or cast brass traps with an integral clean out at bottom of traps for stainless steel utility sinks, except those which discharge to a floor sink. 2.5. Valves, Stops, Specialties 2.5.1 Materials: Valves 3" and smaller shall be bronze with threaded or soldered ends. Furnish unions adjacent to all screwed central valves and at all connections to equipment. Valves shall be made in the USA. All water service valves, stops and specialties shall be lead free. 2.5.2 Approved Manufacturers: Apollo Hammond/Milwaukee Mueller Nibco Watts Wilkins 2.5.3 Gate Valves: 1/4"-3", bronze body, solid bronze wedge, rising stem, union bonnet, 300 psi non -shock CWP, MSS-80. 2.5.3.1 Basisofdesign: NibcoT/S-111-LF 2.5.4 Check Valves: 2.5.4.1 Swing Check Valves: 1/4"-2", bronze body, horizontal swing, Y- pattern renewable seat and PTFE disc, 200 psi non -shock CWP, MSS- SP-80. 2.5.4.1.1 Basisofdesign: NibcoT/S-413-Y-LF 2.5.4.2 Lift Check Valves: 1/2"-2", bronze body, inline lift, PTFE discs, stainless steel spring, MSS-SP-80. 2.5.4.2.1 Basis of design: Nibco T/S-480-Y-LF 2.5.5 Ball Valves: 1/4"-2", two piece bronze body, fall port, bronze trim, chrome plated brass ball, blow out proof stem, 600 psi non -shock CWP, MSS-SP- I 10. 2.5.5.1 Basis of design: NibcoT/S-585-66-LF 2.5.6 Gas Valves: 1/4"-3", two piece bronze body, full port, bronze trim, chrome plated brass ball, blow out proof stem, 600 psi non -shock CWP, MSS-SP- I I 0, ASME B 16.33. 2.5.6.1 Basis of design: Nibco T-585-70-UL(1/4"-I") 2.5.6.2 T-580-70-UL(I-1/4"-3") 2.5.7 Mechanical Gas Valve with Remote Pull: ASCO Automatic Switch Co., Model as indicated on Drawings. 2.5.8 Mixing Valves: Anti -scald, thermostatic point of use. Bronze body, locking control, integral check valves, ASSE 1070 approved. 2.5.8.1 Approved Manufacturers: Apollo Bradley Lawler Powers Watts Wilkins Zurn 2.5.9 Interior Hose Bibbs and Stops 2.5.9.1 Stops: Quarter turn, angle ball stop valve, all brass construction. Brasseraft, McGuire, Eastman 2.5.9.2 Interior Hose Bibbs: Chicago 9387 Brass 3/4" R.C.P W/Watts No. 813C Vacuum Breaker, or T&S Brass B-0737-POL. 2.5. 10 Exterior Hose Bibbs and Hydrants: 2.5.10.1 Description: All shall have integral vacuum breakers and an integral stop valve. If an integral stop valve is not available, provide an in -line gate valve. 2.5.10.2 Approved Manufacturers: Acorn J.R. Smith Zurn. 2.5.11 Flush Valves: 2.5.11.1 Description: Cast brass or bronze body with corrosion -resistant internal components; non -hold open, control stop with check valve; vacuum breaker and copper or brass tubing; polished, chrome -plated finish on exterior parts; vandal -resistant stop cap; ADA compliant handle. 2.5.11.2 Manufacturers: Toto Sloan - Sloan Zurn - Z6000AV 2.5.12 Faucets: 2.5.12.1 Description: Cast brass body with corrosion -resistant internal components; polished, chrome -plated finish. 2.5.12.2 Manufacturers: Chicago Faucet T & S Brass Sloan-Basys EPX-250-500 (lavatories onIv) 2.5.13 Drain Valves 2.5.13.0.1 Description: Cast brass body stainless steel ball dual teflon seals, vandal resistant stainless steel strainer. 1/4" turn lever handle. 2.5.13.0.2 Manufacturers: Drain King 2.5.14 Hand Sinks: 2.5.14.1 Description: Wall hanging; 18 gauge, 304 stainless steel, polished finish, basin with radius comers; back for faucet; integral side support panels, approximate size - 17"x I 6"x5" with 2-3/16" drain outlet. 2,5.14.2 Manufacturers: Elkay Just Amtekco 2.5.15 Storage Water Heaters: 2.5.15.1 Electric: Where indicated to be contractor provided tanks shall be glass - lined steel, 2" foam insulation and enamel finish on metal outer jacket. Electric heating elements shall be low or medium density, screw in type, ceramic terminal blocks, heavy duty contactors and internal power circuit fusing. Element operation shall be linear sequencing. Corrosion resistant drain valve, replaceable anode rod. 2.5.15.2 Gas: Where indicated to the contractor provided tanks shall be glass - lined steel, 2" foam insulation and enamel finish on metal outerjacket. Sealed combustion chamber with helical heat exchanger, integral intelligent control panel. Corrosion resistant drain valve, replaceable anoderod. 2.5.15.3 Approved Manufacturers: AO Smith/State Rheem/Ruud 2.6. Miscellaneous: 2.6. 1 Faucet (Janitor Room): Sink faucet with top brace, 9" - I 0" rigid spout with bucket hook vacuum breaker and integral stops; at 36" above floor. T&S Brass Chicago Faucet 2.6.2 Vacuum Breakers, Backflow Preventers, Dual Check Valves: Bronze body, lead free threaded connections for 2" NPS and smaller. Shall be installed on all fixtures where required. Apollo Watts Wilkins 2.6.3 Unions: Malleable iron ground joint equivalent and similar to Crane 519, up to and including 2 inch. Over 2 inch shall be cast iron flanged with a Garlock 7022 Gasket. 2.6.4 Reducing and Regulation: Water, air, gas, Watts or approved equal, model as indicated on the Drawings. 2.6.5 A shut off valve shall be placed near the building on the water main. It shall be placed in a box or tile pipe and have a removable plate cover of cast iron, equal to Mckinley Iron Works, Fort Worth, Texas; Type MB 14, for 8000# loading. 2.7. Pipe Insulation 2.7.1 Rigid fiberglass pipe insulation: 2.7.1.1 Heavy density molded insulation from Inorganic glass fibers bonded with a thermosetting resin; jacketed with a reinforced, wrinkle - resistant, all -service vapor retarder facing and a factory -applied longitudinal double -pressure adhesive closure system. Use factory butt strips to complete joints. Thermal conductivity ['K' Factor (BTU -inch/ ftl-hr-'F) at 75'F mean] shall be 0.23 maximum. 2.7.1.2 Manufacturers: Owens -Coming Johns Manville CertainTeed 2.7.2 Flexible polyethylene/polyolefin pipe insulation: 2.7.2.1 Unicellular polyethylene then-nal plastic, prefon-ned pipe insulation; white color, 25/50 rated, pre -slit with factory -applied adhesive on both surfaces. Use factory adhesive for gluing buttjoints. Thermal conductivity ['K' Factor (BTU-inch/ft2 -hr-'F) at 75'F mean] shall be 0.27 maximum. 2.7.2.2 Manufacturers: Armacell Nomaco 2.7.3 Insulation thickness: 2.7.3.1 For domestic hot water: Diameter' Thickness <= F, 0.51, >= 1 1/4" 2.8. Pipe Hangers and Supports: 2.8.1 Piping shall be held firmly in place by adjustable galvanized carbon steel band or clevis hangers which comply with MSS-SP-69. Hangers shall be located adjacent to fittings, at each offset or change of direction, at ends of branches over 5 feet long, at riser pipes, and along piping where necessary to prevent sags, bends or vibrations. 2.8.2 Band Hangers: Steel and PVC piping equal to Empire fig. 3 1 OG. Copper and PPR piping equal to Empire fig. 3 IOCTI. 2.8.3 Clevis Hangers: Steel and PVC piping equal to Empire fig. I IOEG. Copper and PPR piping equal to Empire fig. I I OCTI. 2.8.4 Stainless steel pipe straps and hangers shall be used for all exposed piping and underslab piping where structural slabs are provided. 2.8.5 Pipe straps shall be heavy gauge galvanized iron factory fabricated to fit against supporting surface when installed. Makeshift devices are not acceptable. No plumbing tape is allowed. Use insulation shields at each pipe hanger and support. 2.8.6 The maximum spacing between hangers or supports measured along the piping shall be as listed below: Steel Copper PVC/ Polypropylene H V H V H V 1/2" and 3/4" 12 ft. 15 ft. 6 ft. 10 ft. 4.0 ft. 10 ft. I" and I- 1/4" 12 ft. 15 ft. 6ft. 10 ft. 4.0 ft. 10 ft. 1-1/2", 2" & 2-1/2" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft 10 ft. 3" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft 10 ft. 4" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft. 10 ft. 6" 12 ft. 15 ft. 10 ft. 10 ft. 4.0 ft. 10 ft. 2.9. Roof flashings: All vent and roof drains shall be flashed by Roofing Contractor with lead flashing furnished by the Plumbing Contractor. Flashing shall turn down 2" into vent pipes. 2.10. Isolating Couplings: Provide dielectric protection for gas and water main risers inside building. Isolate connections of copper and steel pipe with cathodic isolating unions. Acceptable Manufacturers: EPCO W & K Dielectric F.H. Maloney 2.1 1. Polypropylene Pipe and Piping Products (PPR): 2.1 1.1 Polypropylene pipe and fittings shall be manufactured from a P-R resin meeting the short-term properties and long-term strength requirements meeting the short- term properties and long-term strength requirements of ASTM F 2389. The pipe shall contain no rework or recycled materials except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. All pipe shall be made in a three layer extrusion process. Domestic hot water and heating piping shall contain a fiber layer (faser) to restrict thermal expansion. All piping shall comply with the rated pressure requirements of ASTM F 2389. All pipe shall be certified by NSF International as complying with NSF 14, NSF 6 1, and ASTM F 2389 or CSA B 137.1 1. Valves with brass components shall be manufactured in accordance with the manufacturer's specifications and shall be certified by NSF International as complying with NSF 6 1. 2.11.2 Polypropylene hot water piping shall be insulated as required to meet the equivalent insulation rating indicated for copper piping systems. 2.11.3 Acceptable Manufacturer: Aquatherm Greenpipe, Aquatherm, Inc. Aquatherm Faser, Aquatherm, Inc. 3. Execution 3.1. Examination: 3.1.1 Verify all field dimensions and locations of equipment and fixtures within the layout as established by the General Contractor to insure close, neat fit, with other trades work. 3.1.2 Examine all work of others. Notify Architect in writing if any conditions exist which will prevent satisfactory installation of materials or equipment. Start of work without notification indicates acceptance of work in place, 3.2. Excavation: 3.2.1 Perform excavation for trenches under slab and outside building lines as required for installation. Excavate true to lines and grades shown to achieve adequate fall on drain lines and as needed for refrigeration drainage. 3.2.2 Bell holes shall be dug to allow soil pipe to lie fully supported. 3.2.3 Rock shall be excavated 3 inches below the laying depth, and the trench shall be backfilled with sand 3 inches deep. 3.2.4 Over -excavation shall be added in 12 inch lifts (max) and mechanically compacted. Flooding or puddling not permitted. 3.2.5 All piping which will be under walks, planters, arcades, parking lots, concrete or asphalt shall be mechanically compacted in 12 inch lifts (max). 3.3. Interface with Site Utilities: 3.3.1 Coordinate with other work. Connect to site supplies and storm drain at 5'-O" dernising line. 3.3.2 Provide waste connection to site sewer at 5'-O" demising line. Provide grease - bearing waste connection to grease trap and from grease trap to waste line located as shown on the Drawings or otherwise indicated. 3.4. Pipe Installation: 3.4.1 Install horizontal sanitary and drain piping, to a uniform grade of not less than I/ 8" per foot, unless otherwise noted. 3.4.2 Openings in pipes, drains, fitting, apparatus and equipment shall be kept covered or plugged to prevent accumulating obstructions in the piping. 3.4.3 Run piping free of traps, sags, bends or other defects. grade and valve for complete drainage and control of the system. 3.4.4 All waste, vent and water lines shall be concealed, and all water lines shall be overhead. 3.4.5 Maintain headroom and keep passageways clean. offset to maintain the required clearance and conform with architectural and structural features of building. Run parallel and straight with adjacent walls or ceilings to present a uniform appearance. Group long runs together. Run concealed in finished rooms. 3.4.6 All rough -ins shall be set exactly to measurements furnished by manufacturer. Batteries of fixtures shall have rough outlets set in straight lines at equal spacing. 3.4.7 Flush out all lines to insure that they are clear of obstructions prior to the setting of refrigerated cases. If lines are not clear and a case is set, the Plumbing Contractor shall be responsible for the removal and re -set cost. 3.4.8 Water piping shall not be embedded in concrete nor concealed within the floor slab within the building. unless shown on drawings). Isolate copper piping from concrete with tar paper or PVC sleeve. 3.4.9 All piping shall be installed to prevent unusual noise from the flow of water under normal conditions. Install pipe isolators at ring hangers consisting of a metal sheath with end flanges assuring positive retention in the ring hangers. Separate cold lines from hot lines by 6". 3.4. 10 Provide dirt pockets on low point of vertical gas piping. Install full pipe size drip pockets at low point in change of grade. 3.4. 11 For refrigeration case drains, stub up a 3" line I" above floor; no hub required. 3.5. Pipe,joints, fittings, and connection -installation 3.5.1 Cast Iron Soil Pipe: Pack tight with first quality oakum to within I inch of end hub. Fill remaining space with one pouring of molten lead and caulk tight; or make-up with neoprene gaskets. 3.5.2 Screwed Piping: Make up with pipe dope, applied only to male thread. Remake leaky joints with new material without use of thread cement or caulking. Paint exposed threads of all pipe with asphaltic paint. 3.5.3 Copper Tubing: 3.5.3.1 Solder with 95-5 (no -lead solder) and a noncorrosive flux. Thoroughly clean inside and outside surfaces with sandpaper or wire brush before assembly. Defective joints shall be dismantled, cleaned, and resoldered. Do not use acid Solder. 3.5.3.2 Press Connections: Copper press fittings shall be made in accordance with the manufacturer's installation instructions. The tubing shall be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment shall be checked against the mark on the tubing to assure that the tubing is fully engaged (inserted) in the fitting. The joints shall be pressed using the tool approved by the manufacturer. 3.5.4 Copper, brass pipe and chromed, polished or painted connections from fixtures shall show no tool marks. 3.5.5 PVC Joints: Clean socket and pipe ends with cleaner recommended by cement manufacturer. Liberally apply solvent cement to both socket and pipe ends. Make up joint firmly. 3.5.6 Gas Piping: 3,5.6.1 Black iron schedule 40, welded except at equipment connections. Certified welding is required. 3.5.6.2 At each piece of equipment, provide shut-off valve, union, drip leg (minimum 4 times pipe diameter, capped) and flexible pipe connection 3.5.7 Springing, bending or forcing of pipe will not be allowed. Use fittings for all offsets or changes in alignment of piping. Center hubs so cast iron will lay straight without pinched joints. 3.5.8 Street elbows, bushings, and long screw fittings will not be allowed on metal pipe. 3.5.9 Cleanly cut pipe and tubing and rernove burrs to full diameter of pipe. Excessive reaming will not be permitted. Remove metal particles from ends of pipe and clear each section of foreign material before assembling. 3.5. 10 Cut pipe threads to full depth of die and screw up tight to fully engage thread in fitting. Threads to comply with ASA No B 2. 1, and be cut with clean sharp dies. 3.5.11 Clean outs: Clean outs shall be placed as shown on Drawings, or max. 50' o.c., at bases of stacks, at major changes in direction, and at the ends of all lines that have 2 or more openings going into that line, or as required by code. Clean outs shall be as indicated on Drawings. If PVC. is used include hub adaptor. 3.5.12 Provide shut-off valves in access panels to allow shut down of area of fixtures where indicated on Drawings. 3.5.13 Provide shock absorbers with isolating gate or ball valves as indicated on the Drawings. Mount in the vertical position as recommended by the manufacturer. 3.5.14 The inside of all pipes shall be clean, reamed smooth with no buffs, fins or other obstructions. All drains including trap under utility sinks shall be copper with solderedjoints. No pipe shall be run exposed, unless approved by Publix Representative. 3.6. Polypropylene Piping System: 3.6.1 Install listed pipe materials and joining methods below in the following applications: 3.6.1.1 Underground: Service entrance piping shall be Type K copper with the transition to Polypropylene (PP-R) no less than I ft. A.F.F. 3.6.1.2 Aboveground: Polypropylene (PP-R) piping in SDR 6, 7.5 or I I based on the required minimum pressure rating and use temperature. 3.6.2 Fusion Welding of Joints: 3.6.2.1 Install fittings and joints using socket -fusion, electro fusion or butt - fusion as applicable of the fitting type. All fusion -well joints shall be made in accordance with the pipe and fitting manufacturer's specifications and product standards. 3.6.2.2 Fusion -weld tooling, welding machines and electro ftision devices shall be as specified by the pipe and fittings manufacturer. 3.6.2.3 Prior to joining, the pipe and fittings shall be prepared in accordance with ASTM F 2389 and the manufacturer's specifications. 3.6.14 Joint preparation, setting and alignment, fusion process, cooling times and working pressure shall be in accordance with the pipe and fitting manufacturer's specifications. 3.7. Pipe Insulation 3.7.1 Sealed at all joints and seams with adhesive in accordance with insulation manufacturer's recommendations. Pipe supports shall be on the outside of the insulation with 6" minimum length saddles of galvanized sheet metal. 3.7.2 Fiberglass seams shall be sealed with factory furnished self sealing lap and butt joints in accordance with manufacturer's recommendation. 3.7.3 Polyolefin seams shall be sealed with factory-finnished, self -adhering, pressure sensitive seams. Buttjoints shall also be glued with factory -furnished adhesive 3.8. Fixture Installation 3.8.1 Stub out to the exact location of the fixtures. All stubs shall beset symmetrically with fixture. 3.8.2 Install fixtures and trim supplied by Publix or others. Connect to plumbing as required. Finish out and trim fixtures as needed for complete installation. 3.8.3 Caulking: All plumbing fixtures shall be bedded and caulked alongjoint at walls, and other intersecting surfaces with butyl caulking compound, counter tops and brass shall be caulked with "plumbers putty". 3.8.4 Backing shall be of 2 x 6 pressure treated wood flush with stud face and extending to next stud beyond fixture on each side. Secure as required. 3.9. Inspection: 3.9.1 The Work shall be installed under the inspection and with the approval of Publix' Authorized Representative. 3.9.2 Notify the Publix' Representative two days in advance of backfilling, enclosing or covering all plumbing lines so that he may inspect installation. 3.9.3 Do not cover or enclose plumbing until inspection is made and installation is acceptable. Correct deficiencies in installation as directed by Publix' Representative. 3.10. Tests and Adjustments 3. 1 0. I All soil, waste, and vent piping shall be filled with water to the highest point in each system with all air removed. The lines shall be flushed by removing the teE plug. Piping may be tested in sections providing that all portions to be conceale, shall be subjected to not less than a 10 ft. head for 24 hours with no leaks. Standpipe installed for head test shall be 2 in. minimum diameter. 3.10.2 Sewer piping shall be filled with water to it's highest point. 3.10.3 Verify that all drain lines have been flushed and are clear of debris prior to completion of Work. 3.10.4 Water piping shall be flushed out, tested at I 00 psi and shall be left under pressure of supply main for the balance of the construction period. 3.10.5 Plumbing fixtures shall be filled with water and checked for leaks or retarded flow. 3.10.6 All flush valves, loose key stops, valves and similar equipment shall be adjust( and balanced to provide for the proper operation of the various systems. 3.10.7 Each piece of plumbing equipment and the entire plumbing system shall be adjusted and readjusted as required to insure proper functioning and shall be le in first class operating condition. 3.10.8 Gas piping, shall be tested at 15 psi air pressure for 24 hours, in excess of the requirements of NFPA 54. 3.11. Disinfection: 3.1 1.1 Purge system of all deleterious material before proceeding with disinfection. 3.11.2 Comply with local health department regulations. 3.1 1.3 Flush with clean, potable water until water runs clear. 3.11.4 Fill system with with chlorine solution containing at least 50 ppm of chlorine. Allow to stand for at least 24 hours. 3.11.5 Purge system of chlorine solution before putting into service. 3.12. Inspection 3.12.1 Notify Inspector as required by local authority when all work is completely installed and tested leak -tight. 3.12.2 Do not conceal piping or fixtures until approval has been obtained from inspector. 3.13. Cleaning Equipment and Premises: 3.13.1 Thoroughly clean all parts of fixtures and equipment. exposed parts which are t be painted shall be thoroughly cleaned of foreign matter with grease, oil, soldering flux, etc. removed. 3.13.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer, End of Section 22 40 00 Note: Not all project specifications may be applicable to this remodel. End of section Section 23 70 00 Central HVAC Equipment V10092017 1. General 1. 1. Summary 1.1.1 Provide all materials and equipment and perform all labor required to install HVAC systems complete as indicated, as required by code, and as specified herein. All sizes, etc. are Publix minimum and if local code requirements are higher, the work shall be bid and installed accordingly. 1.1.1.1 Obtain and pay for all pennits, bonds, inspection. 1.1.1.2 Provide roof top and split HVAC systems or install systems provided by Publix as described below. 1.1.1.3 All A/C curbs shall be set for drying -in by Roofer. 1.1.1.4 All roof mounted fans will be furnished by Publix and installed by HVAC Contractor. Curbs will be furnished by Publix for installation by Roofer. 1.1.1.5 Provide hurricane brackets and other supports required to secure units to structure for wind and seismic conditions. Seismic: Seismic hazard level as designated by Authority Having Jurisdiction. Hurricane: FM 1-90 or higher if designated by Authority Having Jurisdiction. 1.1.1.6 Provide sheet metal duct systems as indicated on Drawings and described in Specifications. 1.1.1.7 Provide exhaust ducts between the cooking hoods and the roof mounted exhaust fans. 1.1.1.8 Provide double -wall metal gas vents. 1.1.1.9 Provide all other materials and services required for installation described in Contract Documents. 1. 1.2 HVAC Equipment: 1.1.2.1 Publix will provide equipment delivered to the site of Construction. Coordinate delivery schedule with construction progress. Provide all labor, equipment, materials, and services required for installation and satisfactory completion of HVAC work. 1.1.2.2 In addition to above, provide equipment, delivery, required staging and storage, and all other services required to complete the Work. 1.1.3 Coordinate work with work of others. Notify concerned parties before proceeding with work that will affect them. 1.2. Definitions: Explanation and precedence of Documents: 1.2.1 For purposes of clarity and legibility, HVAC drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, Contractor shall make use of all Contract Documents. 1.2.2 Although the locations of the equipment and ductwork may be shown on the Drawings in certain positions, the Contractor shall be guided by the architectural details and conditions existing at the job, correlating this work with that of others. 1.2.3 The Drawings indicate size, connection points and routes of ducts and equipment. It is not intended, however, that all offsets, rises and drops are shown. Install all items as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.4 Remodels: Carefully examine all existing conditions, existing work in place and premises and compare the Drawings with the existing conditions. Submittal of bid indicates that the Contractor has examined the Site and Drawings and has included all required work in his bid. No allowances will be made for error resulting from Contractor's failure to visit job sites and to review Drawings. 1.2.5 Conflicts, discrepancies, interferences and omissions in Documents shall be brought to the attention of the Publix Engineer for clarification prior to commencement of work. 1.3. Submittals: 1.3.1 Submit LON in accordance with Section 0 1 33 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit the following shop drawings and cut sheets for Publix Engineer's approval: Cooling Equipment Air Handling Equipment Heating Equipment Air Distribution Valves, Gauges, Specialties, Thermometers, Misc. Insulation Round and Oval Duct - submittals and shop drawings All submittal data shall have rough -in dimensions, connection sizes, any special installation requirements, certified performance data and horsepower, voltage and phase for all equipment. Equipment, fixtures and trim with cuts including rough -in dimensions. Other items required to complete the work 1.3.3 Submit two (2) identical bound copies of all iterns. Arrange categories in order listed above. 1.3.4 Literature for the above shall have rough -in dimensions, connection sizes, and special installation requirements. 1.3.5 Project Record Drawings: Comply with Section 0 1 78 39. 1.3.6 Do not order materials or proceed with work untill all submittals have been reviewed, and approved. 1.3.7 Confirm electrical and other requirements with other contractors. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The HVAC Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to Bid Opening. 1.4.1.3 Publix reserves the right to refuse any Subcontractor with or without cause. 1.4.2 Personnel: 1.4.2.1 Employ an experienced Superintendent to oversee all operation. 1.4.2.2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to reject personnel with or without cause. 1.4.3 Quality standards: Work will be judged in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): Local Building Code ASME Code for Unfired Pressure Vessels International Mechanical & Energy Codes Florida State Mechanical & Energy Codes Georgia State Mechanical & Energy Codes North Carolina State Mechanical & Energy Codes OSHA - for construction 1.4.5 Coordination: Work shall be accomplished along with the work of other trades. Corporate with others to benefit the job as a whole. 1.4.6 Participate in the pre -construction conference. 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, HVAC Sub -Contractor shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of ducts or piping through structural members, or framing, permission to make such installation shall first be obtained from the Publix Field Representative 1.6. Temporary Operation: The Owner may require operation of part or all of the installation prior to Final Acceptance. 1.7 After acceptance of the Work, the Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: L8.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.8.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the HVAC system. Inforin the Architect in writing as to the persons who received the instructions and the date that this was done. 1.9. Warranty: 1.9.1 Units shall have a manufacturer's standard one-year warranty against all defects. 1.9.2 Provide industry standard five-year compressor replacement warranty. 2. Products 2.1. General: All equipment and materials shall be furnished in strict accordance with the equipment schedule and specifications requirements. See Section 0 1 1 1 00 - Summary of Work to determine responsabilities regarding supplying and installing of equipment. 2.2. Nameplates 2.2.1 Nameplates shall not be painted. 2.2.2 All switches, starters, and major pieces of equipment shall be identified with black plastic nameplates with engraved white letters. 2.3. Packaged Rooftop Air Conditioners: Self-contained, factory assembled and wired unit. Consists of cabinet compressor(s), evaporator fan, evaporator coil(s), air filters, air cooled condenser, fully charged with refrigerant and oil, and controls. 2.4. Power Ventilators: Direct or belt -drive centrifugal fans consisting of housing, wheel, fan, shaft, bearings, motor and disconnect switch drive assembly, curb base and accessories. 2.5. Controls: 2.5.1 An Environmental Control Panel will be ftimished and installed by Publix to control all AC units. Conduit, line voltage circuits, interlocks, etc., shall be furnished and installed by the Contractor, as shown on drawings. 2.6. Filter Media: Fall two inch thick dual density polyester material. 2.7. Air Distribution 2.7. 1 General: 2.7.1.1 All air distribution shall be supplied by manufacturers whose testing procedures are in accordance with ASHRAE Standard 70. 2.7.1.2 Furnish and install, unless otherwise noted, all grilles, registers, and outlets at the location and of the type and size shown on the Drawings. Install foam rubber gaskets behind flanges of all grilles and registers to prevent leakage and streaking. Adjust air volumes and set deflection in accordance with Drawings. 2.7.1.3 Approved manufacturers: Airguide Anemostat Bailey and Tuttle Lindab Krueger Metal Industries Nailor Industries Price Titus Other manufacturer as approved by Publix Engineer. 2.7.2 Return Air Grilles and Registers: 2.7.2.1 Return air grilles, outlets, registers and door grilles shall be of etched aluminum with acrylic finish and as indicated. 2.7.2.2 All grilles shall be suitable for smooth surface mounting, Coordinate installation door grilles with door installation. 2.7.2.3 Where indicated, provide opposed blade dampers. 2.7.3 Supply Registers and Diffusers: 2.7.3.1 All supply outlets shall be aluminum (or aluminized steel where required when part of rated roof -ceiling assembly) and products of a single manufacturer. 2.7.3.2 Provide steel grilles and fire dampers, radiation dampers as indicated on the Drawings and in accordance with U.L. roof -ceiling assembly design where indicated. 2.7.3.3 Where indicated, provide opposed blade dampers. 2.7.4 Louvers: Aluminum, drainable with bird screen, AMCA certified. Greenheck ESD403 Ruskin #ELF-375D Louvers and Dampers Inc. I EL-4-104, ALL Series Pottorff 2.8. Bypass Terminal Units: 22 gage galvanized steel construction, 1/2" thick 1.5 Ib/ft3 density coated fibrous glass insulation, complying with NFPA 90A and UL- 1 8 1. Steel damper and actuator shaft with self-lubricating bearings. Field adjusted minimum air volume stop and 24V AC actuator. 2.8.1 Approved Manufacturers: Metal Industries Price Titus 2.9. Sheet Metal Ductwork: 2.9.1 Galvanized Ductwork: All duct and fittings shall be manufactured from galvanized steel of lock forming quality per ASTM A653. The zinc coating shall be minimum G90 (1.25 oz. I sq. ft.) per ASTM A924. Seams on fittings shall be welded or tacked & sealed. Individual fittings are required, manifolding is not permitted. Comply with SMACNA requirements for duct construction for ventilation and air conditioning systems. 2.9.2 Stainless steel ductwork: ASTM A480, Type 316 sheet -form with 44 finish for surfaces exposed to view; Type 304sheet-forin, with # I finish for concealed ducts. 2.9.3 Rectangular Duct Work: 2.9.3.1 Panels shall be cross broken. (Beaded duct not acceptable) 2.9.3.2 Longitudinal standing seams may be used 2.9.3.3 Comer closures are not required 2.9.3.4 Hangers shall be galvanized steel strapping and galvanized rods. 2.9.3.5 Elbows shall be as drawn. 2.9.3.6 Where indicated vaned elbows shall be double vaned. 2.9.3.7 Connections shall be either 90 degree straight with Titus Model AG-45 control grid or radius tap -in. 2.9.3.8 Inspection plates and test holes are not required. 2.9.3.9 Fresh air intake shall be square or rectangular standard. 2.9.3.10 Access doors shall be insulated and removable. 2.9.3.11 Sealer on all joints: Sealants shall have a Flamespread Rating of 25 or less, Smoke Developed Rating of less than 50 to comply with NFPA 90A. Hardcast Iron Grip Water -Based Duct Sealant 60 1. United McGill, United Duct Sealer. Precision Adhesives PA-2084A Duct Sealant. Fosters 32-19 2.9.4 Round and Flat Oval Duct: 2.9.4.1 All exposed ductwork shall be spiral locksearn construction standard SMACNA gauges tested to + I OWG. Longitudinal seam duct is prohibited. Comply fully with SMACNA recommendations. 2.9.4.2 Where ductwork is exposed to view, provide G90 galvanized metal suitable for painting. 2.9.4.3 Field Joints in Exposed Ductwork: Lindab Inc. SPIRO safe duct system, or Ductmate industries Spiralmate Round Duct Connector and "Ovalmate Flat Oval Duct Connector" or approved equals. 2.9.4.4 Substitutions of sizes by cross section area or equivalent round formula must have written prior approval. 2.9.4.5 Ductwork assemblies shall be the type tested to 10" WG (min.) by UL 181. 2.9.4.6 Approved Duct Manufacturers: Eastern Sheet Metal Lindab, Inc Semco United McGill Corp. Crown Products Company Hamlin Sheet metal 2.9.4.7 Gauges (Single Wall Ductwork): Round Duct Diameter Spiral Fitting 3" - 18" 26 Ga. 26 Ga. 19" - 24" 26 Ga. 24 Ga. 25" - 42" 24 Ga. 22 Ga. 43" - 60" 22 Ga. 20 Ga. 61" - 66" 22 Ga. 18 Ga. 67" - 84" 20 Ga. 18 Ga. Oval Duct Major Axis Spiral Fitting 3" - 24" 24 Ga. 24 Ga. 25" - 26" 22 Ga. 24 Ga. 27" - 42" 22 Ga. 22 Ga. 43" - 48" 22 Ga. 20 Ga. 49" - 60" 20 Ga. 20 Ga. 6 I" - 70" 20 Ga. 18 Ga. 71" - 84" 18 Ga. 18 Ga. 2.9.4.8 Doublewall Ductwork 2.9.4.8.1 Double wall duct and fittings shall consist of a perforated inner liner, a I inch, 1.50 Ib./ft3 (unless otherwise specified) layer of fiber glass insulation and a solid outer pressure shell. A retaining fabric shall be wrapped between the perforated inner duct and the fiber glass insulation. 2.9.4.8.2 All fitting ends from 5" to 24" O.D. shall have rolled edges for added strength and rigidity during installation and shipping. 2.9.4.8.3 Double wall to single wall transitions shall be provided where insulated duct connects to non -insulated, single wall duct. Transitions also act as insulation ends reducing the double wall outer shell diameter to the inner shell diameter. 2.9.4.8.4 Gauges (Double Wall Ductwork) Round Duct Diameter Spiral Fitting 3" - 18" 26 Ga. 26 Ga. 19" - 24" 26 Ga. 24 Ga. 25" - 42" 24 Ga. 22 Ga. 43" - 60" 22 Ga. 20 Ga. 61" - 66" 22 Ga. 18 Ga. 67" - 84" 20 Ga. 18 Ga. Oval Duct Diameter Spiral Fitting 3" - 22" 24 Ga. 20 Ga. 23" - 34" 22 Ga. 20 Ga. 35" - 46" 22 Ga. 18 Ga. 47" - 58" 20 Ga. 18 Ga. 59" - 60" 20 Ga. 16 Ga. 6 1 " - 68" 20 Ga. 16 Ga. 69" - 84" 18 Ga. 16 Ga. 2.9.4.9 Duct Hangers - 8' 0" C/C max distance. 2.10. FlexibleDuct: 2. 10.1 Factory insulated on aluminum liner, UL listed Class I Air Duct, STD. 181 and NFPA Bulletin 90A, with F/S kraft metallized mylar vapor barrier jacket. Flamespread rating less than 25, and smoke developed 50 or less. 2.10.2 Minimum working pressure 6" w.g. 2.10.3 Maximum length- I 0 feet. 2.10.4 Supports shall be spaced maximum 3 feet, support band min. 2 in. wide: Use Wiremold duct collars and galvanized strap clamps or equal as approved by Engineer. 2.10.5 Spin in fittings shall be Metal Masters Model MS 1-6G or equal as approved by Engineer. 2.10.6 Approved products: Flexmaster TL-M Insulated Metalflex V-250-UL Thermo -Fin Type A-300 2.11. Duct Leakage Loss: 2.1 1.1 Each system shall meet SMACNA and ASHRAE leakage class 3. This leakage will be determined by the test and balance consultant. 2.11.2 Loss exceeding leakage class 3 requirements shall be corrected by the HVAC Contractor prior to acceptance by Publix. 2.12. Duct Hangers: 2.12.1 Duct hangers shall be threaded rods or metal straps with metal bands or angles see details in the mechanical drawings. 2.12.2 Preferred Method for Exposed Ductwork system: Load -rated cable suspension system. The system shall have a specified manufacturer's safe working load (SWL) and supplementary safety factor of at least five times the SWL. The system shall be verified by SMACNA Testing & Research and shall be in compliance with SMACNA Duct Construction Standards guidelines. 2.12.3 Approved System: Chipple Hang -Fast. 2.12.4 Seismic bracing and design to comply with local conditions. 2.13. Grease Hoods: Owner furnished, contractor installed. 2.13.1 Install UL classified range hoods as indicated on the Drawings and in accordance with NFPA 96. Hoods shall be 18 gage (stainless steel to be specified on drawings), liquid tight welds, grease extractors, vapor proof lights and factory pre -piped fire suppression system. 2.13.2 Grade of stainless steel to be listed in the mechanical drawings. 2.14. Fire Suppression 2.14.1 Provide fire protection system (specified Section 15355-Automatic Fire Suppression System) for all grease -laden air removal hoods (Designated GH-). Shall conform to NFPA 17. 2.14.2 Fire dampers shall be at the supply air inlets. 2.15. Grease Hood Exhaust Duct 2.15.1 Fabricate kitchen hood ducts from 16 ga. galvanized steel sheets, 18 ga. stainless steel where exposed. Conform to NFPA 96. All joints and seams shall be welded liquid tight. Provide a flange for duct at top of exhaust fan curb. 2.15.2 Access doors shall be U.L. listed. Ductmate, F2 Flame Gard Acudor Products Inc. 2.16. Prefabricated Oven, Grease and Engine Exhaust Venting 2.16.1 Approved Manufacturers Metal- Fab Selkirk Captive Aire 2.16.2 Type B Venting 2.16.2.1 Provide a complete insulated double wall gas venting system (U.L. Listed # 1 03),1400 degrees F. rating and draft hood for the gas fired equipment and bakery ovens where indicated. 2.16.2.2 Thimbles, flashing, rain cap as required. 2,16.2.3 Air Intake: Single wall construction. 2.16.3 Grease Duct 2.16.3.1 Provide complete doublewall, fiber insulated exhaust system as listed and compliant with NFPA 96 2.16.3.2 Use manufacturers sealants and support system and components for a complete system. 2.16.3.3 Exhaust piping shall terminate per local code or as required by NFPA 96. 2.16.3.4 Minimum I 0 year warranty 2.16.4 Engine Exhaust 2.16.4.1 Provide complete double wall fiber insulated exhaust system with insulation thickness as listed on the project plans 2.16.4.2 Use manufacturers sealants and support system and components for a complete system. 2.16.4.3 Exhaust piping shall terminate per local code or as required by NFPA 37. 2.16.4.4 Minimum I 0 year Warranty. 2.17. Devices and other miscellaneous items: 2.17.1 Dampers: Opposed blade, butterfly type, or splitter, all factory made as indicated. Each shall have a locking quadrant accessible for adjustment, with extension sleeve for duct wrap insulation. 2.17.2 Air Turning Device for Registers: Titus model AG-45 or similar device as approved by Architect. 2.17.3 Radiation Dampers: UL listed and installed where indicated 2.17.4 Piping System for Condensate: Schedule 40 PVC. 2.18. Insulation: 2.18.1 Concealed HVAC Ductwork: 2.18.1.1 Insulate externally with foil scrim kraft (FSK) fiberglass blanket type insulation, ASTM C 1 136, thickness and R value as indicated on the Drawings. 2.18.1.2 Comply with ASHRAE 90.1 and energy code requirements of the AHJ. 2.18.1.3 Materials shall have flamespread less than 25, and smoke developed less than 50. 2.18.1.4 Approved manufacturers: Johns Manville CetainTeed Owens Coming Knauf 2.18.1.5 Neatly cut and fit insulation to the duct surface with all duct joints overlapped 2" minimum, secured with outward -clinch staples 4" on center each way. 2.18.1.6 On ducts 24" or greater in width the insulation on the underside of the duct shall be secured to the sheet metal surface with Foster'S #85-20, or equal, adhesive, and secured mechanically with sheet metal screws and caps, or mechanical fasteners adhered to the duct on not more than 18" centers each way. 2.18.1.7 All transverse and longitudinal seams, and penetrations of the vapor barrier facing shall be covered with SMACNA rated foil backed tape applied in and sealed with Foster's #30-80 or 930-65, or equal, vapor barrier mastic. 2.18.2 Where indicated, exposed double wall HVAC duct work shall be internally insulated with fiberglass. 2.18.2.1 Insulate internally with fiberglass rigid board type insulation and retaining fabric, AS TM C 1 136, thickness and R value as indicated on the Drawings. 2.18.2.2 Materials shall have flamespread less than 25, and smoke developed less than 50. 2.18.2.3 Approved manufacturers: Johns Manville CetainTeed Owens Corning Knauf 2.18.3 Whre indicated, exposed rectangular ductwork shall be internally lined. 2.18.3.1 Flexible duct liner shall be glass fibers bonded with a thermo-setting resin. 2.18.3.2 Airstream surface shall be protected by a flexible glass mat coating. 2.18.3.3 Edges, joints and seams shall be sealed using manufacturer's approved coating/sealer. 2.18.4 Fire-resistant Grease Duct Wrap 2.18.4.1 Alternative to I and 2 hour fire resistant rated gypsum shaft enclosures. Product shall be a flexible, 0" clearance, non -asbestos system, encapsulated with a scrim. re -enforced foil. no flame, no smoke characteristics for the foil blanket. Install per manufacturer's guidelines. 2.18.4.2 Follow the manufacturer's guidelines for securing duct wrap, welded stickpins only, banding and sealers. 2.18.4.3 Approved Manufacturers: FireWrap Elite, Unifrax Fire Barrier Ductwrap 15A, 3M FastWrap+, Thermal Ceramics FireMaster 2.19. Ductwork accessories: 2.19.1 Control Dampers 2.19. 1. I Provide dampers with parallel blades for 2 position control, or opposed blades for modulating control. 2.19.1.2 All metal parts galvanized steel, Blades: 16ga., bearings: Heavy duty molded nylon, axles: 1/2" dia. steel, 9" OC. 2.19.1.3 Steel Frames: 2.19.1.3.1 Up to 25 sq. ft.: 2"XI/2"XI/8" 2.19.1.3.2 Over 25 sq. ft.: 4"X I 1/4"X l6ga. 2.19.1.4 Acceptable Manufacturers: Greenheck Ruskin 2.19.2 Fire Dampers: 2.19.2.1 Fire dampers shall be rated where indicated and shall be UL 5 5 5 listed. 2.19.2.2 2 All metal parts galvanized steel, dynamically tested, casings: 20 ga., blades: 24 ga., fitsible Link: 160 - 165 deg. F. 2.19.2.3 Damper: Positive lock type with curtain type blade, positive lock in closed position, with curtain I 00% out of airstream. 2.19.2.4 Steel Frames: 2.19.2.4.1 Up to 25 sq. ft.: 2"XI/2"XI/8" 2.19.2.4.2 Over25 sq. ft.: 4"XI 1/4"Xl6ga Z. t9.2.5 Acceptable Manufacturers: Greenheck Ruskin 2.19.3 Duct access doors: 2.19.3.1 Construct of same gauge or heavier as ductwork served. Provide insulated doors for insulated ductwork. Provide flush frames for un- insulated ductwork, extended frames for externally insulated ductwork. Provide one side hinged, other side with one handle type cam latch for all doors. If space is limited for a hinged door swing, then provide a two handle type cam latch door. 2.19.3.2 Door sizes shall accommodate to allow fire dampers and other devices to be accessed for repair or reset to normal position after being activated. Largest Dimension of Duct Access Door Nom. Dimension Up to 10" 6"X6" I 0" to 16" 8"X8" 17" to 24" 12"X12" 25" to 36" 16"X 16" 37" and larger 24"X16" 2.19.3.3 Acceptable manufacturers: Greenheck Ruskin 3.3. Equipment Start -Up: 3.3.1 All rooftop A.C. units shall be started and adjusted for proper operation by the manufacturer or his representative. No equipment shall be run prior to this start- up. All units shall be made ready for start-up at the same time. 3.3.2 Contractor shall have qualified personnel in attendance to coordinate ductwork and electrical aspects of the start-up. 3.3.3 While in operation during construction, all returns in areas under construction shall be closed off or have filters installed over openings or grilles to minimize contamination. 3.3.4 Prior to test and balance, contractor is to replace all air filters. 3.4. Substantial Completion Inspection 3.4.1 All of the following items must be cornpleted prior to Substantial Completion Inspections. No exceptions will be made and no payment will be made until all items are completed. 3.4.2 Cleaning Equipment and Premises: 3.4.2.1 Thoroughly clean all parts of the apparatus and equipment. Exposed parts which are to be painted shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots shall be removed. Repaint or touch up as required to make look like new. Surfaces shall be carefully wiped and all cracks and comers scraped out. 3.4.2.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. 3.4.3 Testing and Balancing Systems 3.4.3.1 Publix will provide a test and balance contractor. This service will be done in the presence of the HVAC Sub- Contractor, so that deficiencies can be noted. 3.4.3.2 Comply with "Standards for Field Measurement and Instrumentations" Form No. 81266 Volume One. as published by the Associated Air Balance Council. 3.4.3.3 Submit three (3) copies of the complete test reports to the Publix Refrigeration Department prior to Final Acceptance of the Project. 3.4.3.4 Provide sufficient time before the completion date so that testing and balancing can be accomplished, and remediation made. 3.4.3.5 Put all HVAC Equipment into full operation and continue operation during each working day of testing and balancing. 3.4.3.6 All dampers shall be in wide open or neutral position prior to test and balance of the system. 3.4.3.7 Implement changes recommended by the testing and balancing contractor, including pulley changes, balancing dampers and other items as required to obtain proper system balance as judged by the testing and balancing contractor and the Publix Engineer. 3.4.3.7 Maintain operation of the system for a minimum of 24 hours after balance has been obtained. Notify Publix Architect so that he may inspect the system under operating conditions. 3.5. Prior to requesting a Final Inspection, submit a typed schedule or a marked up set of Drawings indicating the observed velocity of each grille, register or outlet. These test data shall be final readings after balancing the system. 3.6. Dust streaking on exposed duct systems: After 6 months, examine all exposed ductwork for dust streaking. Where streaking has occurred, the causes of the streaking shall be determined and repaired. Streaked surfaces shall be cleaned and touched up to match the original finish. 3. Execution: 3. 1. General 3.1.1 Neatness counts. Make all joits, connections, unions, etc. with proper care to insure that fight connections are made without excess material, well secured to supports. 3.1.2 Install duct with runs straight, shop formed radiuses at bends, and adequate supports. 3.1.3 Verify all field dimensions and locations of equipment and fixtures within the layout to ensure close, neat fit, with other trades work. 3.2. Installation: 3.2.1 All equipment shall be protected from dust, moisture and odors by sealing all openings with plastic sheeting before and during installation. 3.2.2 Installation of rooftop A.C. units: 3.2.2.1 Publix will furnish factory fabricated steel roof curbs complete with wood nailer strips. Curbs are shipped fully assembled and tapered to fit roof slope. 3.2.2.2 Provide materials and coordination with other trades required to ensure that curbs are installed properly and level. Use gasket material provided by curb manufacturer for sealing A/C equipment to roof curbs. 3.2.2.3 Attach units to curbs as indicated on the Drawings. 3.2.2.4 Lift all A/C units with spreader bars to prevent cable damage to cabinets and components. 3.2.2.5 Publix will accept only those units which are in new condition without dents or other damage. Scratches or paint damage are to be re -painted with manufacturer's paint. 3.2.2.6 In the event that field repair involves the reffigeration circuit of any unit, such repair is to be made by the unit manufacturer or their representative. 3.2.2.7 Provide each unit with a PVC condensate drain trap in accordance with Drawings and unit manufacturer's recommendation. 3.2.2.8 Piping of unit mounted heat reclaim coil(s) will be by the refirigeration contractor. 3.2.3 Installation of rooftop fans: 3.2.3.1 Publix will fin-nish factory fabricated steel roof curbs complete with wood nailer strips. Curbs are shipped fully assembled and pre -sloped. Additional slope accommodation is through steel frame provided under other sections. 3.2.3.2 Provide materials and coordination with other trades required to ensure that curbs are installed properly and level. 3.2.3.3 Attach fans to curbs as indicated on the Drawings. 3.2.4 Installation of Ductwork: 3.2.4.1 Comply: with SMACNA Duct Cleanliness for New Construction Guidelines Intermediate Level.Protect ductwork during shipment, delivery to the jobsite and storage on site.Sections to be clear of debris before installing Protect risers fi7om entry of the debri and moisture into the duct. 3.2.4.2 Run straight and level or slope with roof as indicated in Construction Drawings. 3.2.4.3 Hanger for ductwork shall attach to the top chord of bar joist. 3.2.4.4 Install seismic bracing as required to comply with local conditions. End of Section 23 70 00 Note: Not all project specifications may be applicable to this remodel. End of section NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. 10 C4 00 U U U < LU Cn a- 0 0 Con Z 0 BRANDT ENGINEERING, INC. C) M PHONE: 1804)794-6656 FAX: (804)794-8588 CDO EMAIL c_add0beinc.coT__J FL Certificate of Authority # 26689, Expiration Date: 2128121. JOHNS. PARKER - MECHANICAL LICENSE #63481, E"IRATIONDATE: 212812021 C" C> cl� Z LU CN Z W LU L0 C0 U) 0 0 0 III M 0 W CL U) U) MR XC-) 0 CY) _J LL X LU M Zi M Z 5:5F_ CL Z LU M C� LU CD �e ce) 0 ce) LO 1�4_ 04 V_ 4t U) Z 0 0 C%4 CD r M ce) LU ce) 0 _J LL_ 15 _J LL, Zm6w LLI 00 M SO Lu Z F_ LL1 LLJ 0 LLI I 0 o63481 �O LU STATE OF ell\ A\- //111111� C14 C14 C� ca LU :D U) LU W Q CD IIIIIIII 6 CD 2 Z M co 8 CD Go a. - cf) .,LLI 12 C LLJ =1 0 LLJ a &51 ift ­4 00001711 2 8 2019 W�,wkins "on-druction- Inr T Section 26 00 00 Electrical V10092017 1. General 1.1. S urnmary 1.1.1 Comply with requirements of Sections 01 11 00, 01 33 00, 01 50 00, 01 77 00, 01 78 39. 1.1.2 Provide all materials and equipment and perform all labor required to install electrical systems complete as indicated, as required by code, and as specified herein. 1.1.3 Obtain and pay for all permits, bonds, inspection. Coordinate inspections with work as it progresses. 1.1.3.1 Provide services necessary o n ce t coordinate work with work of others. Notify concerned parties before proceeding with work that will affect them. 1.1.3.2 Provide electric service to connect with site utilities at a point outside the building as shown on the Drawings. 1.1.3.3 Coordinate with Utilities all requirements for utility transformer and Metering. Furnish and install all utility requirements for electrical service (ie. transformer pad, CT compartment, meter base and pedestal) 1.1.3.4 Furnish and install all panel -boards, and contactors at the locations shown on the Drawings and specified herein. 1.1.3.5 All spare, empty conduit and junction boxes to have pull string. 1.1.3.6 Furnish and install all conduit and conductors between the load side of the feeder breakers to the branch panels. 1.1.3.7 Furnish and install all branch circuits between the panel -boards and the final terminal as shown on the Drawings and specified herein. 1.1.3.8 Furnish and install all secondary service between the power company transformer to the main switch as indicated on the Drawings. 1.1.3.9 Receive, store, install and make final electrical connections to all lighting fixtures as shown on the Drawings and specified herein. 1.1.3.10 Furnish and install conduit and boxes only for the public address system and telephone outlets. 1.1.3.11 Make electrical connections to the electric door operators as shown on the Drawings and specified herein. 1.1.3.12 Make all electrical connections to equipment supplied by Publix. Electrical Contractor to verify all manufacturer equipment requirements prior to connection Any conflicts or deviation in design to be brought to the attention of the Engineer. 1.1.3.13 Make all electrical connections to refrigerated display cases and walk- in boxes as shown on the Drawings and specified herein. 1.1.3.14 Make all electrical connections between the main switchboard and the refrigeration compressors and condensing equipment as shown on the Drawings and specified herein. 1.1.3.15 Furnish and install all motor starters, disconnect devices, conduit and conductors for control and power wiring. 1.1.3.16 Make all electrical connections between the main switchboard and the air conditioning compressors, air handling units, package units and strip heaters as shown on the Drawings and specified herein. 1.1.3.17 Make all electrical connections between the machine rooms mounted refrigeration equipment and the refrigerated display cases, walk-in freezers and coolers as shown on the Drawings and specified herein. 1.1.3.18 Furnish and install all conduit and conductors to totally electrically connect all controls as specified herein. 1.1.3.19 Furnish and install all electrical work required for the dry chemical fire extinguisher system in the grease exhaust hoods. in compliance with NFPA Bulletins #17, #96, and with local codes. 1.1.3.20 Furnish and install all electrical wiring devices as shown on the Drawings and specified herein. 1.1.3.21 Furnish and install all conduit, conductors, disconnect devices and flexible metal conduit to completely wire all supply and exhaust fans as shown on the Drawings and specified herein. 1.1.3.22 The Electrical Contractor is fully responsible and liable for damaged and lost materials furnished by Publix. It shall be required that he sign for the materials supplied by Publix. 1.1.3.23 Panels for A/C and refrigeration mechanical systems, as furnished pre - wired internally by others, shall be mounted and connected by the Electrical Contractor. Refer to Drawings and Specifications for air conditioning. 1.1.3.24 Furnish and install all electrical service and controls for fans installed by others. 1.1.3.25 Furnish and install power wiring to each HVAC unit including the safety disconnect switch and other required electrical devices to make the unit operational as shown on the Drawings and specified herein. 1.1.3.26 Install Optional Standby generator and Nexgear transfer switch complete, as furnished by Publix. 1.1.3.27 Install conduitiboxes with pull string for fire alarm and burglar alarm system, as furnished by Publix per note on Electrical Drawings. 1.1.3.28 Install and connect air conditioning control panel, energy management system, supplied by Publix. 1.1.3.29 Install conduit, conductors and make connections to "Publix" sign, and all other facade signs and under -canopy signs (signs supplied and installed by Sign Contractor). 1.1.3.30 Security and fire alarm systems or combined system: the Electrical Contractor shall supply and install conduit, boxes, and pull strings as shown on Drawings. Power supply, station controls and complete final hook-up by Fire Alarm Contractor/Security Alarm Contractor as noted on Drawings (as hired as sub -contractor to the Electrical Contractor). The Electrical Contractor may or may not be the Fire Alarm Contractor/ Security Alarm Contractor based on their Iicensure. 1.1.4 Related Work by Other Contractors: 1.1.4.1 Setting and roofing in of all curbs and pitch pockets by Roofing Contractor. (setting of A/C curb only shall be by A/C Contractor) 1.1.4.2 Setting of water heaters, ovens, kitchen equipment, gondolas, cash equipment, facade signs and other miscellaneous equipment by others. Final electrical connection by Electrical Contractor. 1.1.4.3 Kitchen Hood Fire Protection System by Others. 1.1.5 Publix reserves the right to furnish some items of electrical equipment to the Electrical Contractor. If this is done the Electrical Contractor shall install the equipment and deduct the cost of the equipment from his contract. Cost adjustment will be made by Change Order. 1.1.6 All apparatus shall be installed at exact height and locations as shown on the Drawings, or if not shown, at heights and locations determined by applicable codes and laws. 1.1.7 Perform all excavation and backfill required for services, and for all conduit and work inside and outside the building. Cutting of curbs, walks, concrete and paving required for excavation shall be done by appropriate trade. 1.1.8 All store cases, coolers, and freezers will be furnished and set in place by Publix. Check Equipment Drawings against Drawings in order to verify exact locations. 1.2. Definitions: Explanation and Precedence of Documents: 1.2.1 For purposes of clarity and legibility, Electrical Drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, Electrical Contractor shall make use of all Contract Documents. 1.2.2 The Drawings indicate size, connection points and routes of conduit and equipment. It is not intended, however, that all offsets, rises and drops are shown. Install all items as required to fit structure, avoid obstructions, and retain clearance, headroom, openings and passageways. 1.2.3 Remodels: Carefully examine all existing conditions, existing work in place and premises and compare the drawings with the existing conditions. Submittal of bid indicates that the Electrical Contractor has examined the Site and Drawings and has included all required work in his bid. No allowances will be made for any error resulting from Contractor's failure to visit Job Sites and to review Drawings/Documents. 1.2.4 Conflicts, discrepancies, interferences and omissions in Documents shall be brought to the attention of the Engineer for clarification prior to commencement of Work. 1.3. Submittals: 1.3.1 Submit LOI in accordance with Section 01 33 00 Submittal Procedures. 1.3.2 Within 30 days of Contract Commencement (Authorization to Proceed), submit for Publix Engineer's approval: 1.3.2.1 List of materials intended for use in the Project. 1.3.2.2 Manufacturer's catalogue cuts of materials intended for use in the Project. LOI's not acceptable. 1.3.2.3 Submittals to include: Switchgear, breakers, panel boards, starters, disconnects, relays, walkerduct, wire channel system, conduit, wire, boxes, wiring devices, receptacles, switches. 1.3.2.4 Copies of licenses of key personnel if requested by Publix. 1.3.2.5 Samples of materials if requested by Publix. 1.3.2.6 Other items required to complete the Work 1.3.3 Submit three identical bound copies of all items. Arrange categories in order listed above. 1.3.4 All cuts for the above shall have rough -in dimensions, connection sizes, and any special installation requirements. In addition, furnish motor horsepower voltage and phase for all equipment. 1.3.5 Close Out Documents: 1.3.5.1 Comply with applicable provisions of Section 01 78 39 Project Record Documents. 1.3.5.2 Provide a complete set of manufacturer's warranties and warranty certificates. 1.3.5.3 A copy of the final approval from the local building department. 1.4. Quality: 1.4.1 Subcontractor: 1.4.1.1 The Electrical Subcontractor shall be a reputable firm regularly engaged in this type of work, employing skilled workmen, and with proper equipment. 1.4.1.2 Upon request Subcontractor shall show evidence of at least two similar jobs, of comparable size and character, installed and operating within the previous two years prior to bid opening. 1.4.1.3 Publix reserves the right to refuse any Subcontractor with or without cause. 1.4.2 Personnel: 1.4.2.1 Employ an experienced superintendent to oversee all operation. 1.4.2.2 Work shall not proceed without adequate supervision present at all times. 1.4.2.3 Work shall be accomplished by workers certified in their trade as masters, journeymen, and apprentices in accordance with regulations of the governing authority or customary practice. Utilize workers with skills in proportion to complexity of tasks required. 1.4.2.4 Publix reserves the right to reject personnel with or without cause. 1.4.3 Quality Standards 1.4.3.1 Work shall be accomplished to ensure safety to all personnel during installation and after occupancy. 1.4.3.2 Work will be judged by Publix in comparison to work of similar types. Substandard construction as judged by Publix Representative will not be accepted. 1.4.3.3 Neatness counts. Make all joints, connections, unions, etc. with proper care to insure that tight connections are made without excess material, well secured to supports. 1.4.3.4 Install conduit with runs straight, accurately formed radiuses at bends, and adequate supports. 1.4.4 Regulations: Comply with applicable provisions of the following codes (latest version adopted by governing agencies): National Fire Protection Association (NFPA) National Electrical Code Local Utility Code Local Building Code Safety Code for Mechanical Refrigeration. Conform to governing codes, ordinances and regulations of city, county and state having jurisdiction. Where local codes are not applicable, conform to National Electric Code/State Electric Code where Project is located. OSHA - for construction 1.4.5 Test the entire system. The solid neutral wire shall be tested for thorough grounding and all hot wiring shall be tested for shorts and grounding. 1.4.6 Participate in the Pre -Construction Conference. 1.4.7 Substitutions: Comply with Section 01 25 00 Product Options and Substitutions. In general, substitutions are not allowed. 1.5. Sequencing: 1.5.1 Notify General Contractor, or any others, of all required chases, sleeves and openings required so that the work can be accomplished without delay. Provide necessary sleeves, etc., to be installed. Otherwise, Electrical Sub -Contractor shall pay for appropriate trades to perform cutting and patching. 1.5.2 Joists, girders, beams, columns or reinforcing steel shall not be cut. 1.5.3 Where construction necessitates the routing of conduit through structural members, framing or under or through footings, permission to make such installation shall first be obtained from the Structural Engineer. 1.6. Temporary Operation: 1.6.1 The Owner may require operation of parts or all of the installation prior to Final Acceptance. 1.6.2 Cost of utilities for such operation shall be paid by the Contractor. This operation does not constitute acceptance of the Contractor's Work. 1.6.3 All electricity used for construction shall be paid for by the General Contractor. Furnish and install temporary electrical connection and meter for construction purposes. Remove temporary service when use is no longer required. Clean up and landscape as required. 1.7. Emergency Repairs: The Owner reserves the right to make emergency repairs as required to keep equipment in operation without voiding the Contractor's guarantee nor relieving the Contractor of his responsibilities during the guarantee period. 1.8. Operating Instructions and Service Manual: 1.8.1 Provide two (2) neatly bound copies of maintenance and instructions book, parts lists pertaining to all equipment furnished. 1.8.2 Each section shall be indexed and include parts lists, instruction books, suppliers' phone numbers and addresses, and individual equipment guarantees all in separate sections. 1.8.3 Representatives of the Owner shall be instructed by the Contractor as to complete care and operation of the electrical system. Inform the Engineer in writing as to the persons who received the instructions and the date that this was done. 2. Products: 2.1. Materials: 2.1.1 All materials shall be new, of the best quality. 2.1.2 All similar materials such as switches, panelboards, starters, contactors, fuses, circuit breakers, junction boxes, and other classes of equipment shall be of the same type and manufacturer. 2.1.3 All equipment and materials shall be furnished in strict accordance with the equipment schedule and Specification requirements. 2.2. Panelboards 2.2.1 The panelboards shall be dead -front, totally enclosed, with locking doors, with quick -lab ambient corrected bolt -in type circuit breakers in one, two or three pole common trip units as noted on the Drawings, UL approved. The panelboards shall be 3 phase, 4 wire, solid neutral, ground buss, voltage and number of poles as noted on the Drawings. Panelboards shall have copper bussing. The circuits shall be connected to individual poles of the panel exactly as shown on the Drawings, and the panel shall be provided with a typewritten directory. 2.2.2 All panels shall be factory assembled. 2.2.3 Ground fault circuit interrupters shall be provided on each circuit as required by the NEC or where specified on the Drawings. 2.2.4 Provide all panels sized as noted on the Drawings or as required. 2.2.5 Circuit breakers supplying High Intensity Discharge (HID) shall be equipped with HID compensated breakers. 2.2.6 Equipment ground bus and neutral bus to be copper with screw type lugs. 2.2.7 All panels noted on drawings with isolated ground circuits shall have a copper isolated ground bus in addition to equipment ground bus. 2.2.8 Acceptable Manufacturers: G.E Square - D ITE. Div. of Siemens -Allis 2.3. Service and Switchboard 2.3.1 Secondary service entrance shall be as indicated on the Drawings. and shall be: 2.3.1.1 Pad mounted transformer 2.3.1.2 Coordinate Publix drawings with site electrical drawings. Conflicts are to be brought to the Engineer for clarification/resolution. 2.3.2 Verify method of service with local utility company and obtain written approval from Publix Representative before commencement of work. 2.3.3 Obtain all utility requirements for commercial service installation. Electrical Contractor must provide all requirements of the utility for a complete and operational system. 2.3.4 System shall be grounded in conformance with NEC. and as shown on Drawings. 2.3.5 All switchgear and panels shall be sized as noted on the Drawings or as required. G.E. Square - D ITE Div. of Siemens -Allis, 2.4. Main Switchboard 2.4.1 General: Furnish and install the service entrance distribution switchboard as herein specified and shown on the Drawings. 2.4.2 The switchboard shall meet Underwriters' Laboratories enclosure requirements and be furnished with an Underwriters' Laboratories label 2.4.3 Construction: Square D Busstack construction or approved equal. 2.4.4 Enclosure Construction 2.4.4.1 The switchboard framework shall consist of steel channels welded or bolted to the frame to rigidly support the entire shipping section for moving on rollers and floor mounting. The framework is to be formed, code gauge steel, rigidly welded and bolted together to support all cover plates, bussing and component devices during shipment and installation. 2.4.4.2 Each switchboard section shall have an open bottom and individual removable top plate for installation and termination of conduit. top and bottom Conduit areas are to be clearly shown and dimensioned on the Shop Drawings. Switchboards are to be front access only. The wireway front covers are to be hinged to permit access to the branch switch load side terminals without removing the covers. All enclosure plates shall be screw removable and small enough for easy handling by one man. The paint finish shall be gray enamel over a rust -inhibiting phosphate primer. 2.4.5 Bussing: 2.4.5.1 The switchboard bussing shall be plated and of sufficient cross - sectional area to continuously conduct amperage as indicated on Drawings with a maximum average temperature rise of 50 degrees c. above an ambient temperature of 25 degrees c. 2.4.5.2 The buss shall be aluminum with 100% neutral with an integrated equipment rating of I00,000 amps (sym) A.I.C. at 240V, 65,000 amps (sym) A.I.C. at 480V. 2.4.5.3 The buss shall extend the full length of the available feeder area. 2.4.6 Withstand Rating: 2.4.6.1 The switchboard, as a complete unit, shall be given a single withstand short circuit current rating by the manufacturer. The withstand short circuit current rating shall certify that all equipment is capable of withstanding the stress of a fault equal to the interrupting rating of the least overcurrent protective device contained therein. Such rating shall be established by actual tests by the manufacturer on equipment constructed similarly to the subject switchboard This test data shall be available and shall be furnished to the Engineer, if requested, with or before the submittal of Approval Drawings. 2.4.6.2 The complete unit shall have interrupting rating of not less than 100,000 amps rms symmetrical at 240 volts,65000 amps RMS symmetrical at 480V. 2.4.6.3 All devices in the switchboard to be fully rated. Series rating is unacceptable. 2.4.7 Main Switch (Two-step stored energy electronic trip molded case circuit breaker): 2.4.7.1 Individually fixed mounted through contact type, equipped with an electric trip device for remote shunt trip operation. 2.4.7.2 Circuit breakers shall have power terminals to accommodate either cable or bolted buss connections. 2.4.7.3 Circuit protective devices shall be two-step stored energy type circuit breaker, UL listed for 100% continuous current when applied in QED switchboards. Sensor ampere ratings shall be as shown on the drawings or as otherwise indicated. 2.4.7.4 Provide a fixed instantaneous (High Level Selective Override) circuit on breaker(s). The circuit shall have a defeatable instantaneous adjustment to allow the breaker to remain closed for up to 30 cycles during overcurrents below the urns symmetrical short in withstand ratings. The circuit shall trip instantaneously when current levels exceed applicable withstand ratings. 2.4.7.5 Circuit breakers shall be factory sealed and shall have a date code on its face. Poles shall be labeled with respective phase designs. 2.4.7.6 Breaker faceplate shall indicate rated ampacity. Breaker faceplate shall indicate UL and IEC certification standards with applicable voltage systems and corresponding AIC ratings. 2.4.7.7 Each circuit breaker shall be equipped with a push -to -trip button to operate the trip mechanism mechanically. 2.4.7.8 Provide local control push buttons to OPEN and CLOSE circuit breaker. Color coded visual indication of contact position (OPEN or CLOSED) shall be provided on the front of the breaker. Provide for local manual charging following CLOSE operation, with color coded visual indicating of charging status. Visual indicator shall indicate CHARGED only when closing springs are completely charged. 2.4.8 The main switch shall be as manufactured by Square "D" or equal as approved by Publix Engineer 100% rated at specified amps - no substitutes. 2.4.9 Bus Duct: (When Used) 2.4.9.1 Service entrance bus duct shall be amps as shown on Drawings, 3 phase, full neutral, suitable for 120/208 volts service, inside -outside location. 2.4.9.2 The bus duct shall be complete with all necessary elbows, transformer taps, fire stops, wall flange for fittings and supports to provide a satisfactory installation as indicated on the Drawings. 2.4.9.3 The bus duct shall be of the same manufacturer as the main switchboard. 2.4.9.4 The bus duct shall have the same interrupting rating as the main switchboard. 2.4.9.5 Support for bus duct by General Contractor. 2.4.10 Fusible Switches: 2.4.10.1 The fusible switches shall be quick -make, quick -break and suitable for use on the services described by the size shown on the associated Drawings. The units shall be listed and approved by Underwriters' Laboratories for heavy duty entrance use and where applicable, shall be dual horsepower rated for both standard one-time or dual -element fuses. The fusible switches shall be group mounted in panel -type construction. Each switch shall be equipped with Class'R' rejection type fuse clips per Bussman or Littlefuse KTN-R, Class "R" type. 2.4.10.2 Each switch is to be enclosed in a separate steel enclosure. The enclosure shall employ a hinged cover for access to the fuses which shall be interlocked with the operating handle to prevent opening the cover when the switch is in the on position. This interlock shall be constructed so that it can be released with a standard electrician's tool for testingfuses without interrupting service. The units shall have P g padlocking provisions in the off position and the operating handle position shall give positive switch position indication, i.e. horizontal off, diagonal on. Switches shall pass industry standard I2T with standability tests and fuse race tests as described elsewhere in the Specifications. 2.4.10.3 All fusing as manufactured by Bussman or Littlefuse; dual -element and current limiting as shown on the Drawings. 2.5. Contactors 2.5.1 Contactors shall be manufactured by Square'D', Siemens, or General Electric; or others as approved by Publix in writing specifically for this project. 2.5.2 Contactors shall be designed to carry the full rated current on a continuous basis. 2.5.3 Contactors shall be electrically operated, mechanically held, and suitable for remote operation. The mechanically held contactors shall be supplied with coil clearing contacts which disconnect the magnet coil when operated to eliminate any AC magnetic hum. 2.5.4 Contactors shall be as sized as shown on the Drawings and be installed in a NEMA 1 enclosure. 2.6. Wire and Cable 2.6.1 All wires shall be THHN/THWN copper unless otherwise noted. No wire shall be smaller than # 12 AWG. except control wire. No aluminum wire will be permitted, unless otherwise noted. 2.6.2 Except as noted, no conductors smaller than # 12 AWG shall be used. #10 AWG shall be used on nuns of over 100 ft unless otherwise noted. 2.6.3 In no case shall the number of conductors installed in conduits exceed the maximum fill allowed by the NEC. Should this occur on the Drawings, the Electrical Contractor shall inform the Engineer before installation. Conductors shall not be installed beneath the heating equipment foundations. 2.6.4 Control wire for the air conditioning and refrigeration equipment shall be type THHN stranded and no smaller than #14 or where indicated on Drawings. 2.6.5 Pull boxes are allowed only when required by code. Wire must be in one unspliced run to all secondary panel feeders, and in one unspliced run to all air conditioning and refrigeration units. 2.6.6 Install all phase conductors, neutral conductor, and ground conductor from panel board to the equipment connection junction box. If the neutral conductor is not needed it shall be taped and identified in the J.B. for future use. 2.7. Conduits and Raceways 2.7.1 PVC: Schedule 40 conduit may be used under floor slab. Riser shall be heavy wall hot dipped galvanized steel. 2.7.2 No PVC shall be installed above floor slab. 2.7.3 GRC 90's shall be used on all runs over 50'. 2.7.4 Underfloor Duct: 2.7.4.1 Shall be "Walkerduct" (no substitutes) as manufactured by Walker/ Textron Company, Parkersburg, West Virginia. Install complete service fittings, blanking plates, junction boxes, covers, etc., with threaded fittings. Use standard No. 2 and No. 4 duct with #2-24 x 2 x 2 or #2-12 x 2 x 2 inserts as shown on Drawings; adaptors #1126a-3/4", for cable. Install Walker Duct junction boxes with brass tops recessed to receive terrazzo/methyl methacrylate. Verify locations of duct with Drawings. 2.7.4.2 Top of cut insert shall be 3/4" below finish floor line. 2.7.5 Raceways concealed in wall or ceiling spaces shall be standard weight hot dipped galvanized EMT with compression couplings or as specified below. 2.7.6 All "L'S" used to turn up through concrete slabs shall be thick wall galvanized conduit & couplings. 2.8. Time Switches 2.8.1 Provide time switches as manufactured by Intermatic (no substitutes) 2.8.2 Time switches shall be DPST, 40 amperes, 120 volt, AC motor and astronomic dial, spring -wound cant' -over. 2.8.3 Time clocks shall be labeled. 2.9. Outlet Boxes, Fittings, and Connectors 2.9.1 Unless hereinafter specifically noted or shown on the Drawings, the minimum size of branch circuit outlet boxes for concealed work shall be 4"x4"xl 1/2" for square boxes and 4"xl 1/2" for octagon boxes. 2.9.2 Boxes shall be provided with plaster covers of sufficient depth to bring the face of the outlet substantially flush with the finished wall or ceiling. The box shall not project beyond the finished wall or ceiling line. 2.9.3 Outlets in concrete block, or other hollow masonry walls: 2.9.3.1 Openings in concrete block walls for outlets shall be cut to exact size with a masonry saw. 2.9.3.2 Switch and receptacle mounting heights, as specified or noted may be adjusted so that the bottom of the outlet box may rest on the top of the wall block at the nearest mortar joint 2.9.3.3 All unused outlets shall be provided with blank covers. 2.9.4 Where conduits 1" or larger enter outlet boxes, the boxes shall be 4 11/16"x4 - 11/16"x2 1/4" minimum. Boxes shall be of ample size to provide conductor spaces as required by the National Electric Code. 2.9.5 "Handy", utility or sectional boxes will not be permitted in masonry walls. 2.9.6 When more than one switch or device is shown ganged at any location a one- piece box of suitable size shall be installed. 2.9.7 Outlet boxes intended for the installation of lighting fixtures shall be equipped with 3/8" "No -Bolt" or equal fixture studs. 2.9.8 Unless otherwise noted, all switches, receptacles and devices shown on the exterior of building walls shall be installed in flush mounted boxes provided with weatherproof gaskets. 2.9.9 All conduit fittings (condulets) shall be of the cast metal threaded hub type, Crouse -Hinds, or Appleton. 2.9.10 All rigid conduits entering panels, cabinets, outlet boxes, etc., shall be provided with locknuts on both sides of such devices driven tight so as to maintain positive electrical and mechanical continuity throughout the conduit system. Insulated bushings shall be installed on the inside of the termination 2.9.11 Threadless couplings shall not be used for rigid conduit. 2.9.12 All EMT couplings and box connectors shall be of the set screw or compression type. Compression type shall be used in all coolers/freezers, or in outdoor applications. Cast connectors or couplings will be allowed. 2.9.13 All flex conduit shall be steel w/steel fittings, and shall extend a maximum of 10 ft. unless approved by Publix. 2.9.14 All receptacles labeled GFI on drawings to be supplied as GFI receptacles. Feed through series GFI circuit is unacceptable. 2.9.15 All receptacles labeled IG (isolated ground) shall be IG listed and shall get a separate (from other equipment ground) green with yellow stripe isolated ground conductor. All isolated ground circuits to include equipment ground conductor. 2.9.16 All conduits to have an equipment ground conductor in addition to conductors shown on drawings. 2.10. Junction Boxes: Wiring shall be neatly arranged, bundled and laced in proper groups. 2.11. Pull Boxes 2.11.1 Pull boxes shall be installed in conduit system where needed whether or not they are shown on the Drawings. 2.11.2 Boxes shall be constructed of code gauge galvanized steel with screw covers. 2.12. Safety Switches 2.12.1 The basis of design and quality standards is Square - D. 2.12.2 All units shall be of the same manufacturer. 2.12.3 Safety switches shall be fusible, solid neutral, 277 volt, quick -make and quick - break with visible blades, single throw, general duty, of size and fusing as shown on the Drawings, or required for application. switches mounted out of doors shall be weatherproof, heavy duty type with protective barrier over hot lugs. 2.12.4 Exterior units shall be in rain tight enclosure. (NEMA 3R) 2.13. Wall Switches 2.13.1 Switches shall be flush mounted, quiet tumbler type, 250 volts, 20 amp. rated. 2.13.2 Wall plates shall be smooth, 302 stainless steel, one piece as indicated on the Drawings. 2.13.3 Switches shall be installed on the "strike" side of the door swing. 2.13.4 Switches shown near doors shall be not less than two inches and not more than twelve (12) inches from the trim. 2.14. Receptacles 2.14.1 All units shall be totally enclosed composition with side and rear connections. All units shall be equipped with ears and have a rating as listed below. All devices shall be Hubbell, Pass and Seymour or Leviton. See symbol schedule on construction drawings. 2.14.2 Duplex convenience outlets with ground shall be 20 amp, 125 volt parallel slot, "U"-shaped ground, heavy duty "T" rated. 2.14.3120/208 volt, 3 wire receptacles with ground shall be single 3 wire polarized receptacles with grounding terminal. 2.14.4 Weatherproof receptacles shall be duplex, 20 amp, 125 volt parallel slot receptacle with "U" shaped grounding slot in flush, weatherproofbox with gasketed cover and self closing, spring door. 2.14.5 Floor outlets shall be 20 amp, 125 volts single or duplex parallel slot receptacles with "U" shaped grounding slot as called for, located as shown on the Drawings. Provide slotted brass flush cap for sealing when not in use. 2.14.6 All device cover plates shall be smooth 302 stainless steel, one piece. 2.15. Lighting Fixtures 2.15.1 All lighting fixtures shall be furnished by Publix and installed by appropriate trade. In line fuses are included with all fluorescent and metal halide fixtures. 2.15.2 In areas of suspended ceilings two safety wires per fixture will be supplied and hung by the suspended ceiling Subcontractor; the Electrical Subcontractor shall tie fixtures in areas of suspended ceilings with two (2) # 10 wire up to the roof per er fixture. J 2.16. Electric Door Openers: Electric door openers shall be furnished and installed by others but wired with two (2) 115 volt, 20 amp, 3 wire circuits to control box at the top of the door. 2.17. Intercom/Music/Paging System 2.17.1 The Contractor shall supply and install sound outlets, conduit and junction boxes with equipment as shown on the Drawings (including architectural ceiling grid plan). 2.17.2 The outlet boxes shall be standard boxes provided with blank covers. 2.17.3 The conduit shall be not less than 1/2". 2.18. Telephone Outlets: 2.18.1 Provide outlets as located on Drawings, 2.18.2 See Drawings for location and size of conduit runs, 2.18.3 Provide stainless steel outlet boxes and cover plates. 2.18.4 Locate telephone control box inside telephone equipment room. 2.18.5 Provide outlets for wall phones at indicated locations. 2.19. Standby Electric -Emergency Generator and Transfer Switch 2.19.1 Emergency generator and automatic load transfer switch will be furnished by Publix and shall be set in place and connected by the contractor. 2.20. Grounding 2.20.1 All wiring system shall be grounded in accordance with article 250 of the NEC. All items of electrical equipment not connected directly and mechanically to the conduit system shall be connected thereto with a jumper of suitable size. All breaks in the continuity of the conduit system shall be bridged with a jumper of the proper size between the next adjacent outlet or junction boxes regardless of the information on the drawings. 2.20.2 All conduit runs shall include an equipment ground conductor appropriately sized for the associated circuits. 2.20.3 Due care must be taken as not to interchange circuit neutrals, as over heating of the panel board may occur. 2.20.4 A green THHN/THWN insulated stranded 12 AWG conductor shall run unbroken from the system ground through the conduit system to the ground connections at all receptacles, switches and lights. Appliance outlets shall be in accordance with NEC. Table 250-95. 2.20.5 Isolated ground, as required in the drawings, shall be a green THHN/THWN insulated stranded 12 AWG (min.) with yellow tracer line along the entire length. 2.21. Tests 2.21.1 The Electrical Contractor shall test all wiring and equipment for grounds, continuity and proper operation. 2.21.2 The Electrical Contractor shall demonstrate by use of a 500 volt megger, the insulation resistance of any circuit or group of circuits as noted in the plans. Parallel conductor uniformity of resistance shall also be verified. 2.21.3 Where such tests indicate the possibility of faulty insulation, the Electrical Contractor shall locate the point or points of such faulty insulation and shall pull out the faulty conductor or conductors, replace same with new and demonstrate the elimination of faults. 2.21.4 Cables shall be considered defective if they do not pass test and inspections and shall be replaced at no cost to the Owner. 3. Execution 3.1. General: 3.1.1 Temporary Electric Service: Install and maintain 120/240 volt, 1 phase, 3 wire, 200 amp temporary service. power Consumption cost only paid by Contractor. Installation shall comply with OSHA; NEC; and all local requirements. 3.1.2 The locations of the outlets, switches and convenience outlets shall be approximately as shown on the drawings and as specified, but exact locations shall be as directed by Publix Field Representative. The running of all circuits, switch legs and conduits is purely diagrammatic. Do not scale from Drawings. 3.1.3 Rigging and hoisting that is incidental to the electrical portion of the Work shall be performed by the Electrical Contractor. This shall include the hoisting of equipment supplied by both the Electrical Contractor and Publix that are installed by the Electrical Contractor. 3.1.4 Coordinate this work with other trades so that interference between the trades can be avoided. 3.1.5 All channels, angles and other members for the installation and support of the electrical equipment shall be furnished and installed by the Electrical Contractor. 3.1.6 The attachment of boxes, conduit, hangers, etc. shall be by machine screws or through bolts on steel, expansion bolts in concrete and masonry, and wood screws in wood. Wood composition plugs shall not be used. 3.2. Excavation and Backfilling: 3.2.1 Do all excavating required to install any underground conduit and after the same are in place and tested and approved, Thoroughly tamp earth around conduits and remove earth from premises as directed. 3.2.2 Underground conduit must be covered by a minimum of three (3) inches of underslab fill. 3.3. Conduit, Raceways, Etc. 3.3.1 All metallic non -current carrying components and enclosures of the electrical wiring system are to be bonded and grounded. 3.3.2 Furnish all necessary fittings and supports to make the raceways or busways fit the building structure and equipment. Raceway size shown or called for are minimum. The Electrical Contractor shall verify all racewaysizes with the dimensions of the particular cable to be installed. 3.3.3 All exposed raceways and conduit shall be neatly installed perpendicular or parallel to walls and floors. No exposed conduit is allowed in sales area or work rooms (except where required in exposed structure areas of stores without ceilings.) 3.3.4 All raceways shall be supported by approved types of galvanized wall brackets, ceiling trapeze hangers, pipe hangers or pipe straps. Perforated metal strap or tie wire shall not be used for any conduit or raceway. 3.3.5 All conduit located above ceilings shall be EMT or ERC, and must be installed Within the area provided for on Drawings. 3.3.6 Areas for work of various trades: Conform to locations as defined in Section 01 11 00 Summary of Work. 3.3.7 All conduit located underground may be PVC Schedule 40, except service entrance which may be concrete encased PVC schedule 40 or heavy wall rigid conduit, or weather proof buss duct as shown. Underground conduit lengths greater than 50' shall include GRC 90. 3.3.8 All job cut threads shall be given a coat of rust -inhibitive paint. 3.3.9 Caulk where conduit passes through walls, providing approved fire -stopping system where required. Caulk where conduit passes through walk-in freezers and coolers. All cutting in block work must be done with carborundum saw; no chisel or hammer work will be accepted. 3.4. Circuit Identification: Label all panels by approved means to identify circuits. Install equipment in cans, as per Drawings. Mark all panels, time clocks, starters, contactors, disconnect devices and main panels on the outside with riveted or approved attached plastic laminated labels V minimum high w/ 3/4" minimum letters of contrasting colors. All circuits shall be identified by typed lettering of contrasting color to tags & covered w/approved plastic cover. 3.5. All panelboards shall include a typed directory of all associated loads. Refrigeration circuits shall be labeled with associated refrigeration system number. 3.6. Installation of Items Supplied by Others: 3.6.1 All store fixtures and equipment, including shelf gondolas and check out stands, will be furnished and set in place by Publix, or others, and this Contractor shall make all required electrical connections. Verify items and their locations with Publix's Representative. 3.6.2 Meat and Deli Department equipment will all be with plug-in connectors. Do not wire direct. (unless directed by Publix's Representative). 3.6.3 All wiring and mounting shall be in cooperation with and under the direction of the Publix's Representative. 3.6.4 Make connection to electric water heaters as furnished by Publix. 3.7. Control of Outlets: 3.7.1 Branch lighting circuits controlled at panels by a switch shall be located at the Manager's Office, unless indicated otherwise. 3.7.2 Convenience outlets shall have no intermediate control between panels and outlets unless noted on the drawings. 3.8. Connection of Conductors: All joints between conductors shall be connected with approved pressure type, connectors and insulated with scotch 33 tape and friction tape, if insulation is not provided in pressure type connector used. 3.9. Sleeves at Fire Retardant Lumber: If fire treated lumber is required by local codes and ordinances, the Electrical Contractor shall provide PVC fitting boxes and piping that penetrate the fire resistant lumber. If the PVC components are not approved by local code, other approved methods must be used to protect against the salt in the fire resistant lumber. 3.10. Final Inspection: All of the following items must be completed prior to final inspection. No exceptions will be made and no final payment will be made until all items are completed. 3.10.1 Thoroughly clean all parts of the apparatus and equipment. Exposed parts which are to be painted shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots shall be removed repaint or touch up as required to make look like new. Such surfaces shall be carefully wiped and all cracks and corners scraped out. 3.10.2 Exposed metal work shall be carefully brushed down with steel brushes to remove rust and other spots and touched up with primer. End of Section 26 00 00 NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. 9 It aj d' 8 --1 0 ­4U 00 N Ua -1M 0�\C', U l ¢, 4-0 1 1. A , 11 O ^ `O ,,�o " U ,- a� �� !It � W) 9 00 ` 64 �� 0 A0C*N s' .q w rA 9 Q r--, aJ UJ on N . ,_4 0- Ni WO 0 rn Z U 0 � O _� BRANDT ENGINEERING, INC. N co - O N Q Q o -C z = a ,K o -< o rn = s m PHONE: (804)794-6656 0 FAX: (804)794-8588 EMAIL: cadd®beiric.com FL Certificate of Authority # 26689, Expiration Date: 2128121 R. KNOX STACY - ELECTRICAL LICENSE #63643, EXPIRATION DATE: 212812021 am N CN9 > M Z � N w 0 w J of � Ix (n o U w 0 2 a U a U) LU Ne L.L a CQ �G LL `'t LU a 13 1Cn Z) OCL M M 00 X U� X � Z J m mz Mg Z w aw CD o LQ U M J _J LO r U) Z O G c G O U W o IT a— �i W M N o O 6 L_ \X J C/) W - m J J J= � Cr 0(D>­ O M n- a CL � N 9 1- w w = rn J Q Z) Z Q C G F _ U LU O or_ CL rn 0 N J 130 N 2 in 6 . J LU S LU rn Z ~ U M C ao CV UJ N O Z W I0 Y 3 Y LU a- o a 0 . -�_ ,J� • t r. t .w �., i P �.. - S• , . - - -.i"�p I d��s �'1E�1N� 11 u ._�. if - - _ - 1 5.f i h .h'• Y:, 1} . Y r v Z r, ^.4 - r `f�_ '. �- ' - la rti . - t ti s , -- �_ �nr ., I - ,iY .{` `S'eP •:.M'r�1.J Y1 .� �� __T.�._. ►-n. -I rtl[ . I .. �in� 5. 5:s�i., .''. 1�lh�•r•".:�.1s n h"E4'x... ■ .:.'�iie- .i4f �!".���'6�' NM Mrv! 5...r s 9.�JI!?�. _;JI _ -'•. .. - 11J•At11. �`71� >lSY ,6...-4' �'• _-,1� ' ?� w�� � �Sa�r .. "aav� �. f ti , . - I .w r,2 a� 8� IC.'� ,I. P M - 1 1 __ G 2 8 2019 Hawkins Construction, Inc. 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TYP. — — — — — — / TYP. 2 W 2 3 �E LEGEND j§ N w n o o w IUj 8 ® NEW WALL � w 1 EQUIPMENT PLAN WALL FINISH NOTE ~ O N W Z NORTH ALL EXISTING PAINTED SURFACES IN THE SALES o N � CD z w FLOOR AREA TO BE REPAINTED AT 8'-0" A.F.F. o -a- AND BELOW. PAINT TO MATCH EXIST PAINT COLOR AT SALES FLOOR. ERECEIV PUBLIX DESIGNER: MELISSA DECAMBRA A1)G 2019 is Construction, Inc. P, FLOOR AND FINISH PLAN SCALE: 1 /8"=1'-0" ( F, NORTH NOTE: 1. ALL FINISH GENERAL AND KEYED NOTES ARE ON T-2 2. ALL TRANSITION DETAILS ARE ON SHEET A-18 3. REFER TO SHEET A-2 FOR FINISHED AND COLOR LEGENDS. FINISH FLOOR PLAN LEGEND NEW SEAMLESS MMA PATCHING AND TRENCHING TO MATCH EXISTING. NEW SEAMLESS MMA RESIN SYSTEM NEW CARPET ® NEW VCT ® NEW QUARRY TILE NEW QUARTZ FINISH FLOOR EXISTING TO REMAIN OVCT — 12"02"x1/8" RFG REFLAKE MMA WITH GRIT ARMSTRONG IMPERIAL TEXTURE CLASSIC WHITE RTNG RE —TOPCOAT MMA — NO GRIT O CARPET TYPE I O3 CARPET TYPE III RTG RE -TOPCOAT MMA WITH GRIT OFLOOR TILE PATTERN — SEE CORRESPONDING QRTZ QUARTZ DETAIL IN PUBLIX TILE PATTERN BOOK — INVIGORATE AVAILABLE AT http://www.box.net/public/10zgpf9zh3 FLOOR PLAN LEGEND DENOTES WALL TYPES SEE SHEET A- 2 ASTERISK INDICATES SIDE RECEMNG PLYWOOD, OR SPRAYED INSULATION C�P — COOLER WALL PANEL FP FREEZER WALL PANEL DENOTES DOOR NUMBER. SEE SCHEDULE ON SHEET A-2. NOTES: 1. GYP. BOARD TO RUN 6" ABOVE ADJACENT CEILING, UNLESS NOTED OTHERWISE. 2. SEAMLESS MMA SYSTEM TO MATCH EXISTING. �o tA �--+ CEOto .--r O O Q' ¢+ W4 �o 0 4K oo o �Oar��w wo ° �Z �g o CD 0 M m Lu Z H > N = LU q w o U w a 0 C.0 w v I- `W i Q a Oco M VJ 0 m XV IJL J� X W jR. J ■�^■ p Y J U Y , qll r Z O O U o CL w m r o 0 Q C6 —J J W CIO J I�J�= uj ao 0 N J N LIJ o J W z Co O ON H W F¢- a A-1 RECEIVE AUG 2 119 +awkin struction, Inc. DOOR SCHEDULE 7-0n VIEWLITE GLASS, VISION 6"x30" NARROW GLASS PANEL / EHALF GLASS ON DOOR SCHEDULE STAINLESS )--� i STEEL FRAME o O° PREPARE DOOR FORLOUVER (WHEN SCHEDULED), LOUVER FURNISHED AND INSTALLED BY MECH A B DOOR ELEVATION SCALE: V4" =1' -0" ROOM FINISH SCHEDULE N0. c� 0 CC o slzE o ¢ w w DESCRIPTION w u- FRAME 0 0 = z REMARKS O~~a, 00 �-9 ��9 l AREA FLOOR BASE WALLS CEILING REMARKS W J J w I- wcl) Q a W CL QQQHW U LU U J -- s WW CL U J Lj CL V = aW CL U Z 0 IX O V5- OO WZ � U W v)JW (n (n M N UFOIII���JJJ W Qa��z u] Cn F= C'1 w I- >-oi zOu z� J U -� ZO Q 5� co 0LLJ Q d z ��z J U W U �Z z J U W O z w w W F- w c 0 5/8" DRYWALLKEYNOTES YY O m U z OOO U W dd _ co va O� V aXOz��� W LL- O m C� z U W w� Z a. w YmW Mow U Z U W -CLco wW� F Q a Y Q mY �Q M� M J U_U_DC ��w w U U O m w J� ~ w U U ¢ _, Q z00 m�QJ w �mJ F-� zwp �C a. J� Z = Q— a= w w J Cn Z w M co J wp d W Q J� >-z z > w (A X W w U w Lij = Lu Cn X Lu m _ bo L w zaa_ W 0w O = W ~ = Z _ O z O 0 10 NOT PAINTED _ o ss = Lu i Y U ��zzz U- _ co v O F- U- �� Q a. WQ o bo O a = J� OM Q a O O a F- Q s 36 1 3'-0" T-O" 1-3/40 ' B S.C. WOOD 2" C METAL G 36 37 2 3'-0" 8'-0" A DBL ACTING TRAFFIC DOOR - D - 37 PRE -FINISH COLOR: CHOCOLATE BROWN z U Q a F- z_ Q a 101 EXIT VESTIBULE • 101 102 ENTRANCE VESTIBULE • 1 1 102 109 DELI DEPT • • • 109 115 JANITOR • 115 116 PRODUCE WORK ROOM • 116 122 MEAT DEPT. • 122 KEYNOTES O CLOSER USES'PS' OPTION. O NO WALL BUMPER OR DOME STOP NEEDED. O3 PREP FOR DOOR VIEWER. ® NO SMOKE SEAL IVEATHERSTRIPPING NEEDED. O ADJUST HARDWARE SIZES FOR 4'-0• WIDE DOOR. © 3-HOUR RATING. O WALL BUMPER NEEDED. ® 60 MINUTE RATING. O NOT USED �O LIMIT DOOR SWING TO89-90 DEGREES. 2", 20 GA. ALUMINUM RAIN DEFLECTOR OVER DOOR HEAD 12 DOOR LAMINATE: WILSONART #7939k•18 "BLOND ECHO" 13 FINISH COLOR MAPLE ALL DOORS HAVE LAMINATE OF WILSONART #10776.60 *KENSINGTON MAPLE" UNLESS NOTED OTHERWISE. EXTERIOR FINISH - IMPLEX STUD WALL - SEE PLANS CUT BLOCK TO STRIP DOOR SEE PLANS FOR NEW 5/8" STUCCO PLACE CHANNEL CONSTRUCTION TO MATCH DOOR AND TRACK COILINGOVERHEAD HEAVY D BEAD AT CORRECT DETAILS AND EXISTING. HEADE THICKNESS m ASSEMBLY T g TWALL BAR - kSTEN PER NEW CMU WALL -----CUT BLOCK TO00 NU ACTURER'S DBL STUDS AT PLACE CHNN INSTRUCTIONS ALL JAMBS NEW MASONRY TEE ANCHORS-3 L W/CO SPOT GROUT AT PER JAMBLe JAMB ANCHOR CLIPS m L4 D0�0.7 Wf (3 PER JAMB) O NEWI/TSHIMS DO F Y" DIA. x 8" w/SEALANT C1 BOTH SIDES IA. x 8" HEADED STUDS HOLLOW METAL FRAME Q HEADED STUDS AT 24" O.C. B #5 @ AS READ BOTTOM - W NEW CONC 2x BLOCKING AM B AT 24" O.C. HEAD SEE STRUCTURAL H.M. FRAME 1 N AS REQUIRED PLANS 52" XT. IN CMU H.M OVERHEAD COILING DOOR INT. STUD WALL H.M. IAMB FRAME DETATI B C A-2 SCALE: 11/2"=1'-0" A-2 )SCALE: 11/2"=1'-0" A-2 SCALE: 11/2"=1'-0" F—� Q Y" GYP. BD. ON METAL STUD WALL WIF NG ( T S ) W 4 . #1 WOOD 0 R TOP AT 45, BED OF MASTIC S W TO STUDS. D PAINT TO MATCH \ COLOR SET BASE IN CONT BEAD OF SEALANT, STRUCK FLUSH O FINISHED CONCRETE SLAB i l-J J STUD WALL OD BASE DETAI A-2 SCALE: N.T.S. W Y" GYP. BD. *' MTL. STUD @16"O.C. b I O 6" U.N.O. GRAPHIC TYPICAL COPY OR o DESCRIPTION z TYPICAL200 BRAILLE TYPICAL EN FA-] CODE # GRO462 6" EXIT a CODE # GRO696 tl IM MEN FB-] CODE # GRO463 CONTINUOUS SLIDING DOOR TRACK - WALL BE D SHIM TO FINISH FLOOR SLID DOOR LEVEL (+5/8") EXTERIOR o TIBULE FINISHED EXTERIOR T TILE • ; . �. s Y EXP. CMU EXTERIOR SLIDING 2 Il(11f10 CTI I I)FTATI A-2 )SCALE: 11/2" =1'-0" O WOMEN A.X •. r -C1 CODE # GRO464 Assislao is available OP 10 mil IRf 12" CMU h" GYP. BD. 6" MTL. STUD 16" O.C. SIGN TO BE MOUNTED @ 80" MINIMUM A.F.F. WHEN POSSIBLE. SIGN MUST BE MOUNTED AT A VISIBLY PROMINENT LOCATION. [N] WOMEN HOLLOW METAL DOOR DOOR THRESHOLD DOOR SWEEP TERRAllO EXT. INT. t, D > D •e D p D > D D e D SEE STRUCT, SLAB PLAN - - FOR INFORMATION p D p D D p D D D XTERIOR HOLLOW METAL DOOR SILL-D '2 SCALE: 3"=1'-0" LEGEND: O# WALL TYPE NUMBER NOTE: ALL LIGHT GAUGE STUDS TO BE 20 GA.. PROVIDE DIAGONAL BRACING FOR *'STUDS THAT EXCEED 15'. PROVIDE DIAGONAL O 3 5/8" STUD WALL BRACING FOR 6" STUDS THAT EXCEED 22' . ALL BRACING TO BE 4' O.C. SEE STRUCTURAL DRAWINGS FOR DETAILS. 6" STUD WALL O8" C.M.U. WALL <9> WALL WITH -CHASE -SEE A-1 FOR DIMENSIONS. FAMILY RESTROOM STAIRWAY RESTROOM AT CHECKOUT RESTROOM AT REAR OF STORE NOT AN EXIT INTERIOR FINISH SEE ELEVATIONS STUD WALL -SEE PLANS CONSTRUCTION 14" )4" 1/1' BA ROD FOR DETAILS AND THICKNESS FURRING WALL & S NT SEE PLAN A-1 UM. FRAME FOR WALL TYPE AUTOMATIC DOOR Y'XT' LAG BOLTS ASSEMBLY (CTSK), AT 24" O.C. CRIMPYs"" TYP INTERIOR FINISHES SEE PLANS AND 2x RIPPED TO METAL #10& S.S. TRUSS HD DETAILS - Y' BACKER ROD STUD DEPTH SCREWS AT 8" O.C. CMU WALL & SEALANT Ye'SHIM SPACE _ MASONRY TEE INTERIOR FINISHES 12" CMU W/ FILLED CELLS 2x RIPPED TO WALL THICKNESS 41' #10x/" S.S. TRUSS HD SCREWS AT 8" O.C. ANCHORS 3 PER JAMB SEE PLANS AND DETAILS 31" CEMENT STUCCO VENEER - o 0 o ALUM L 1"x1*x4Y" JAMB (AND HEAD) COVERED SHIMS W/SEALA PAINT TO MATCH CANOPY VENEERCOLOR SELECTED LONG (MORTICED INTO 2x); W/18 GA., S.S. CHANNEL SHAPE, BOTH SIDES BY SHOPPING ATTACH TO 2x W/3 #12 xU" LONG (CTSK) SCREWS; WIMITERED CORNERS HOLLO _ 2" CENTER ARCHITECT -- AND TO SLAB Wl3 �" FRAME 52" ZNI7�— FINISH BY SHOPPING CENTER (CTSK) BYOTHERSANCHORS SEE DBL-ACTING CASED NT. IN CMU H.M. AUTOMATIC DOORS D ZA-2)SCALE: 11/2"=1'-0" F IAMB A-2)SCALE: DETAIL 11/2"=1'-0" A-2 SCALE: 11/2°=1'-0" NEW STAINLESS STEEL CAP 6" DIA. SCH 80 PIPE (STAINLESS STEEL) FILLED W/CONCRETE SEE JOINT SEALANT 2" CLR AT TOP SIKAFLEX 1CSL OR DETAIL ON THIS SHEET APPROVED EQUIVALENT. SIDEWALK: REFER TO STD. HOOK APPLY PER O 2016 PUBLIX SITE MANUFACTURERS DEVELOPMENT MANUAL SPECIFICATIONS FOR SPECIFICATIONS s AND DETAILS CLOSED CELL A BACKER ROD --,'- NON SHRINK GROU I -III -III I I -I I -I I JOINT SEALANT DETAIL III=1 I 1=1 I :� •I ' • � � ' =1 I 1=1 11= I I -I I I -I I 1. ALL STRUCTURAL CONCRETE SHALL HAVE A A III -III I � I —I � I —I � I —I A o MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 III -I I I=1 I I -I I I I PSI. _ I �'' 1 I -III -III -III n 2. REINFORCING STEEL SHALL BE IN ACCORDANCE 2'-0" DIA. I I I -I I I I I -I I WITH ASTM A615 WITH SUPPLEMENT, GRADE 60; CONCRETE I -I I I --I I I 4). � •' I MAXIMUM WORKING STRESS OF 24,000 PSI. FOOTING I I I-1 I V 3" CLR (TYP.) I I II I I I I II I• .'• �:. �. r.•. '� I I III I II I I =1 � I . I •' =1 � I=1 4- #6 VERT WITH #4 —III 11=I I I I=1 TIES AT 4" O.C. IN THE — — TOP 12 INCHES, BALANCE AT 12" O.C. SECTION A -A 2'-0" 1. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 WITH SUPPLEMENT, GRADE 60; MAXIMUM WORKING STRESS OF 24,000 PSI. s FRONT BOLLARD A-2 SCALE: N.T.S. RESTROOM AV RESTROOM ARROW TO POINT IN FD] Fil 1�1 1�1 K FE 1�1 TOILETI REMODELS ONLY DIRECTON OF a CODE # GRO465 CODE # GRO690 CODE # GROG95 CODE # GRO691 CODE # GRO692 CODE # GRO697 CODE # GRO693 (Arrow pointing Right) CODE # GRO694 (Arrow pointing Left) SIGN TO BE MOUNTED ON WALL AT 72" - 80" TO THE BOTTOM OF SIGN ABOVE SHOPPING CARTS WHEN POSSIBLE MUST BE MOUNTED AT A VISIBLY PROMINENT LOCATION. 6Ir NINE DIGITS OF TEXT / SPACES ROOM NAME PER LINE, MAXIMUM SINGLE LINE SIGN z � Z 6" Q _I w �U I ROOM NAME 1'-6" MIN. CLEA ANCE ROOM NAME BRAILLE, TO MATCH TEXT (TYPICAL) DOUBLE LINE SIGN 9" MIN. TO CENTER SIGNAGE LAYOUT FOR "ROOM" SIGNS - OF TACTILE SIGN I SEE LIFE SAFETY / EGRESS PLANS FOR SIGN - SET TO TEXT AND SIGN LOCATIONS LATCH SIDE OF 2" MIN. OM FRAME DOOR (IF DOOR) IF FRAME 6" � I 4" MIN. FROM OPENING IF NO FRAME J U 0 si 7 LL U ~ c ocm oCO< I �< co a SIGN SPECIFICATION: SIGNS SUPPLIED AND INSTALLED BY PUBLIX. PANEL: „" THK. ACRYLIC PANEL, BACKGROUND COLOR TO BE BRIGHT BLUE. SIZE AND LAYOUT AS DETAILED HEREON. COPY: f WHITE, RAISED (NOT LESS THAN "), ADA COMPLIANT LETTERING, PERMANENTLY MOUNTED TO FACE PANEL. GRAPHICS: WHITE, RAISED (NOT LESS THAN "), ADA COMPLIANT, UNIVERSAL SYMBOLS, PERMANENTLY MOUNTED TO FACE PANEL. BRAILLE: IMBED, GRADE 2, WITH A DOT DIAMETER OF 0.059 INCHES, IN BACKGROUND FACE PANEL. MOUNTING: SECURE SIGN TO WALL w/ VERY HIGH BOND, DOUBLE SIDED TAPE. SIGN NOTES: 1. SEE PLANS FOR SIGN LOCATIONS AND QUANTITIES. NOTE THAT NOT ALL SIGNS MAY BE REQUIRED ON ALL PROJECTS. 2. TYPICAL UNLESS NOTED OTHERWISE MOUNTING HEIGHT SHALL bE 5'-0" A.F.F. TO THE CENTERLINE OF THE SIGN. SEE MOUNTING ILLUSTRATION THIS SHEET FOR ADDITIONAL INFORMATION. 3. INSURE THAT SIGNS WITH DIRECTIONAL ARROWS ARE FURNISHED AND INSTALLED WITH THE ARROWS POINTING TOWARDS THE ACCESSIBLE AREA. 4. NOTE THAT THE "BRAILLE TEXT" SHOWN ON THE ABOVE LAYOUTS IS FOR ILLUSTRATIVE PURPOSES ONLY. THE APPROPRIATE BRAILLE TEXT SHALL BE USED ON ALL ACTUAL SIGNS. 5. WHEN INDICATING NON -ACCESSIBLE RESTROOM, PROVIDE SIGN B AND D WITH ADDITIONAL SIGN INDICATING LOCATION OF ACCESSIBLE RESTROOM, "FOR REMODEL ONLY." 6. ALL THE ADA SIGNS NOTED WILL BE SUPPLIED AND INSTALLED BY PUBLIX. THE CODE NUMBERS FURNISHED ARE FOR CONSTRUCTION ASSOCIATES TO ORDER FROM PRINTING SERVICES. THE OTHERS ARE INVENTORIED IN FACILITY SERVICES AND INSTALLED BY THEIR TEAMS. 7. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING (SEE SIGN MOUNTING ILLUSTRATION). WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT VERTICAL SURFACE. FINISHES & COLORS LEGEND (INVIGORATE) IP- INTERIOR PAINT cW- COOLER WALL/FREEZER PANEL FINISH IP-1 SHERWIN WILLIAMS SW 6102 PORTABELLO cw-a COOLER WALL/FREEZER PANEL - EMBOSSED ALUMINUM FINISH IP-z SHERWIN WILLIAMS SW 0042 RUSKIN ROOM GREEN cW-S COOLER WALL/FREEZER PANEL - STAINLESS STEEL FINISH IP-3 (NOT USED) cW-W COOLER WALL/FREEZER PANEL - WHITE FINISH IP-4 SHERWIN WILLIAMS SW 6119 ANTIQUE WHITE cW-EX COOLER WALL/FREEZER PANEL - EXISTING TO REMAIN IP-5 SHERWIN WILLIAMS SW 6674 JONQUIL METAL FINISHES IP-6 SHERWIN WILLIAMS SW 6516 DOWN POUR IP-7 (SW 6360 FOLKSY GOLD) PER REV #20749 SS-1 STAINLESS STEEL IP-8 SHERWIN WILLIAMS SW 6431 LEAP FROG SS -EX EXISTING STAINLESS STEEL FINISH TO REMAIN IP-s (NOT USED) GL-1 GALVANIZED STEEL IP-to SHERWIN WILLIAMS SW 6716 DANCING GREEN CERAMIC TILE IP-11 SHERWIN WILLIAMS SW 6228 REFUGE rP- CERAMIC & FLOOR TILE PATTERN - SEE CORRESPONDING IP-12 SHERWIN WILLIAMS SW 6206 OYSTER BAY DETAIL IN PUBLIX TILE PATTERN MANUAL AT FT https://app.box.com/s/Ocjp4umwkdf54weg66ud IP-13 SHERWIN WILLIAMS SW 6321 RED BAY TP-EX EXISTING CERAMIC TILE TO REMAIN IP-14 SHERWIN WILLIAMS SW 7069 IRON ORE IP-15 SHERWIN WILLIAMS SW 6116 TATAMI TAN TP-MA NEW CERAMIC TILE TO MATCH EXISTING IP-16 (NOT USED) CORNY Y SILK- SEMIGLOSS 0160 4 "X4 " IP-17 SHERWIN WILLIAMS SW 6307 FINE WINE WALL BASE IP-18 SHERWIN WILLIAMS SW 6340 BAKED CLAY VB-1 VINYL BASE- 6" COVED "JOHNSONITE #49 BEIGE" OR EQUAL IP-19 SHERWIN WILLIAMS SW 66R38 SAFETY RED `B-2 VINYL BASE- 4" COVED (MEDIUM GREY) IP-20 SHERWIN WILLIAMS ALKYD PRIMER VB-3 VINYL BASE- 6" COVED (MEDIUM GREY) IP-21 SHERWIN WILLIAMS SW 6524 LAZY GRAY we-1 WOOD BASE- 4" (MEDIUM GREY) IP-22 SHERWIN WILLIAMS SW 7006 EXTRA WHITE IP-23 (NOT USED) MB-1 NEW 6" MMA BASE SS-B STAINLESS STEEL BASE- 6" COVED IP-24 SHERWIN WILLIAMS SW 0011 CREWEL TAN (NOT USED) B-M NEW BASE TO MATCH EXISITING ADJACENT IP-25 IP-26 (NOT USED) MISCELLANEOUS IP-27 SHERWIN WILLIAMS SW 6515 LEISURE BLUE TLP-1 ALL TOILET PARTITIONS TO BE: IP-28 SHERWIN WILLIAMS SW 6527 BLISSFUL BLUE SCRANTON "PARCHMENT" OR GLOBAL "CREAM" OR IP-30 SHERWIN WILLIAMS SW ________ MILLS/BRADLEY "LINEN" OR IP-MA MATCH EXISTING ADJACENT COLOR AMPCO "MOCHA" IP-EX EXISTING PAINT COLOR TO REMAIN WD-1 TONGUE AND GROOVE PLANKING - Y" THICK BY 4' WIDE, V-JOINT LONGLEAF SOUTHERN PINE, S4S PL- PLASTIC LAMINATE FINISH - MINWAX WOOD FINISH "GOLDEN PECAN 245" PL-1 (NOT USED) WD-z (NOT USED) PL-2 (NOT USED) We -EX EXISTING WALL COVERING TO REMAIN PL-3 WILSONART ALUMASTEEL 6277 TYPE 418 QZ-1 QUARTZ RESIN SOLID SURFACE - CAMBRIA, DESERT PL-4 WILSONART #7939K-18 "BLOND ECHO" COLLECTION, CHERRYBROOK (3CM THICK - MITRED EDGE) PL-5 WILSONART #7951K-18 "ASIAN SUN" AM-1 ACCENT MATERIAL PROVIDED BY PUBLIX, SEE PUBLIX REPRESENTATIVE FOR MORE INFORMATION PL-6 (NOT USED) FROST FROSTED GLASS DECORATIVE FILM - 3M FASARA GLASS PL-7 WILSONART #7209K-78 "NEPAL TEAK" FINISHES - CIELO PL-8 WILSONART #4673-60 "SAFFRON TIGRIS" PP-1 PAINTED PLYWOOD - SHERWIN WILLIAMS SW 6524 LAZY GRAY PL-9 WILSONART #4912-38 "GILDED MESH" SERVICE DEPARTMENT WALL VINYL ACCENT BAND (OF/OI) - SEE PUBLIX REPRESENTATIVE FOR MORE INFORMATION. PL-10 WILSONART #4588-07 "KALAHARI TOPAZ" "ALOE" V-MT WV -SF WV -PR WV-BK WV-DL WV-VE PL-11 WILSONART #7962K-18 PL-12 WILSONART "BRUSHED ALUMINUM" EDGE BANDING NOTES: PL-MA NEW PLASTIC LAMINATE TO MATCH EXISTING PL-EX EXISTING PLASTIC LAMINATE TO REMAIN 1. NOT ALL COLORS OR FINISHES MAY BE USED ON THIS PROTOTYPE FRP- FIBERGLASS REINFORCED PLASTIC 2. FOR FLOOR FINISHES, SEE SHEET A-1A. 3. INTERIOR PAINTS FOR SALES AREA WALL SURFACES ABOVE 8' FRP-1 SEQUENTIA "STRUCTOGLAS FRFR" - "ALMOND" ARE TO BE "FLAT FINISH"; ALL OTHER SURFACES TO BE MARLITE "STANDARD FRP" - "IVORY" SEMI -GLOSS SATIN FINISH. GLASTEEL "GLASLINER FRP' - "IVORY" CRANE COMPOSITES (KEMLITE) "FIRE-X GLASBORD" 4. APPLY BLOCK FILLER TO ALL MASONRY TO RECEIVE PAINT. - "COLONIAL WHITE" 5. ALL SURFACES BEHIND CASES, WALK-IN COOLER, OR FREEZERS 'WHITE' SHALL JUST RECEIVE PRIMER OR BLOCK FILLER. ALL EXPOSED FRP-2 SEQUENTIA "STRUCTOGLAS FRFR" - MARUTE 'STANDARD FRP" - 'WHITE" SURFACES ABOVE THE CASES, WALK-IN COOLER, OR FREEZERS GLASTEEL -GLASLINER FRP- - *BRIGHT WHITE" SHALL ALSO RECEIVE THE FINISH COAT OF PAINT. CRANE COMPOSITES (KEMUTE) -FIRE-x GLAseoRD- 6. IN RECEIVING/STORAGE, A LINE 2" WIDE OF SW B-66R38 SAFETY RED SHALL BE PAINTED AT A HEIGHT OF 12'-0" (TOP OF LINE) ON FRP-3 SEQUENTIA "STRUCTOGLAS FRFR" - "GRAY" WALLS WHERE STORAGE OCCURS. ABOVE THIS LINE WILL BE "NO MARLITE "STANDARD FRP" - "LIGHT GRAY" STENCILED, IN 3" CAPITAL LETTERS, STORAGE ABOVE THIS GLASTEEL "GLASLINER FRP" - "LIGHT GRAY" LINE.' CRANE COMPOSITES (KEMLITE) "FIRE-X GLASBORD" - PEARL GRAY" 7 PAINT ALL EXPOSED UTILITY DROPS SUCH AS PLUMBING LINES, REFRIGERATION LINES, ELECTRICAL CONDUIT, DUCTS AND COLUMNS FRP-4 MARLITE, ARTIZON FRP-#939-GBB 'VERONA- TO MATCH ADJACENT WALL SURFACE. WHEN MORE THAN ONE COLOR IS USED ON WALL, MATCH COLOR CHANGES AT EXACT SAME HEIGHTS. RP-E EXISTING FRP PANELS TO REMAIN RP-M NEW FRP PANELS TO MATCH EXISTING NOTE: ALL GAS PIPING TO BE PAINTED SAFETY YELLOW i c� 0 � � 10 N �00 00 U .�^5.f.. 0, � ' ' sc ',c '% U 0 n p• U a V 0 00 •' c rn 0 N Z W Ito 04 N LLI :-- Z H_ N W wrn J LID U) O O O U w 0 O a U Cn W N� cQ G Q cc ,- O CoCL O M x M U� X w J �Z z ow Z w M J U LO N V J Z 0 2 0 U I..L N 0 cn IT CL W co N M o H Ix Q o W J m Lu Lu m J m Lu a J Q W Z Q Z 0 U �W V ) U) uj w uj N N J m cn C/) W J W CD 0 0 Z G N 0 0 co N W Lu c� W Z Y Q D_ o oZ U�- FLOOR ELEVATION ® SIGN MOUNTING ILLUSTRATION i ARECEIVE —2AUG 2 019 Construction, Inc. REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" (if, NORTH REFLECTED CEILING PLAN LEGEND: EXISTING LIGHT FIXTURES 77-77 00 NEW OR RELOC LIGHT FIXTURES SEE ELECTRICAL ,ti EXIST SPRINKLERS NEW SPRINKLERS EXISTING EXIT/EMERGENCY LIGHTING NEW OR RELOC EXIT/EMERGENCY LIGHTING SEE ELECTRICAL EXIST REFRIGERATION COIL NEW REFRIGERATION COIL —0 —0 —0 -Q -OB EXISTING GYP BOARD CEILING NEW GYP BOARD CEILING EXISTING LAY— IN CEILING SYSTEM NEW LAY— IN CEILING SYSTEM 2 � � W N � O �N 00 � 00 • O O 0.4 w �' w 0 N t6 z W > m Z n4 w rn = W N w O O ~O U W a 0 U C C I— W Q a aQ. W �� g CM VJ OM M X U-i X j m Z z a. Y 0 Z ^ MW L.L J U L , q14- C) z O O U N LO I..L LO W M N M 0 Q o oLL J m_j Q Z Q U C� � LY =) °° ^ a n � N wz �< z J 0 z W V M W �! H CU LU J �W w N w LL ICn O N J m CV , _W w !Y H Z w co U w S O o Z Cl) N ~ o N Z W M Z ON CDU W F¢- d 0 U ARECEI AUGM 2019 Construction, Inc. ENLARGED DEMOLITION RESTROOM PLAN A-11 SCALE 1/2"=1'-0" DEMOLITION PLAN LEGEND AND KEY NOTES: I — I ITEM TO BE REMOVED EXISTING FIXTURE TO REMAIN TYPICAL (ADA COMPLAINT) _ FIXTURE MOUNTIING HEIGHTS SCALE: 1 "=1'-0" DEMOLITION KEY NOTES: BYFTHS RENCED® SYMBOL TEXT 1. ITEMS TO BE RELOCATED. 2. REMOVE PARTITION DOOR HARDWARE. SAVE PARTITION DOOR FOR REINSTALLATION. 3. REMOVE DOOR. SAVE FOR REINSTALLATION. DOOR FRAME TO REMAIN. 4. REMOVE LIGHT SWITCH. - - - - - - - - - I ,---\ ul I----------- IIMEN-1 01 \ 103 \ 3 / I 1 f— J- - - - - - - \ ADJUST SELF - ]\- CLOSING HARDWARE AT OR BELOW r t - 48" A.F.F. I I I I I I I I A A-11 I I I I I 2 1 1 P-4 I I I B I I I I I I I I I I I I I ENLARGE RESTROOM PLAN SCALE 1/2"=1'-0" MIN CLR I 1 I 1 \ REMOUNT LIGHT I � / \ SWITCH NO HIGHER \ THAN 48" A.F.F. / / I � I \ I \ / P-4 I \ I 1 B SIM A-11 \\ FA M IiLY A SIM REMOUNT TTD AT OR BELOW r-48" A.F.F. I FLOOR PLAN KEY NOTES: TH SERENCED SYMBOL BY XT TEXT 1. RELOCATE LIGHT SWITCH NO HIGHER THAN 48" A.F.F. 2. INSULATE SUPPLY AND WASTE PIPES AT THE LAVATORY. 3. REVERSE DOOR SWING TO ALLOW PULL SIDE CLEARANCE. TYPICAL ADA COMPLAINT B FIXTURE OUNTIING HEIGHTS A-11 I SCALE. 101=1 -0.1 \ 0 / I I IL — — — — — -- REMOUNT LIGHT 1 SWITCH NO HIGHER \ I WOMEN- 1 / THAN 48" A.F.F. \ I 105 I / ADJUST SELF CLOSING HARDWARE -------- - I t I REMOUNT TTD I I AT OR BELOW 48" A.F.F. - I I I A-11 A P_4 I I oPP OPP I 2 GENERAL NOTES A. DOTTED CIRCLE OR 'T' DENOTES REQUIRED 5'-0" DIAMETER TURNING CIRCLE OR THREE POINT TURN AREA AND DOTTED RECTANGLE DENOTES CLEAR FLOOR SPACE FOR ACCESSIBLE FIXTURES. B. ALL EQUIPMENT SHOWN IS EXISTING, UNLESS NOTED OTHERWISE. TOILET ACCESSORY LEGEND: �G 8CS BABY CHANGING STATION CH COAT HOOK - SEE SPECIFICATIONS FVA FLUSH VALVE ASSEMBLY - SEE MECHANICAL SPECIFICATIONS t1 MIRROR - 16" x 36" W/ S.S. FRAME - SEE SPECIFICATIONS OMIRROR - 18" x 42" - SEE SPECIFICATIONS (MOUNT ON INSIDE OF RESTROOM DOOR OR WHERE INDICATED ON THE PLAN) trIR3 MIRROR - 48" x 36" W/ S.S. FRAME - SEE SPECIFICATIONS P-1 WATER CLOSET - SEE PLUMBING SCHEDULE P-2 WATER CLOSET - ADA COMPLIANT, SEE PLUMBING SCHEDULE P-3 URINAL - ADA COMPLIANT, SEE PLUMBING SCHEDULE P-4 WALL HUNG LAVATORY - ADA COMPLIANT, SEE PLUMBING SCHEDULE NEW WALL HUNG LAVATORY - ADA COMPLIANT, SEE PLUMBING SCHEDULE p_5 LAVATORY - GLACIER WHITE CORIAN MODEL 810 W/ INTEGRATED MATTERHORN VANITY TOP W/ BACK SPLASH SEE DETAILS FOR ADDITIONAL INFORMATION. REFER TO PLUMBING PLANS FOR ADDITIONAL PLUMBING FIXTURES. -1 WATER HI/LO COOLER - ADA COMPLIANT, SEE PLUMBING SCHEDULE -19 WATER SINGLE COOLER - ADA COMPLIANT, SEE PLUMBING SCHEDULE OPAPER TOWEL DISPENSER - KIMBERLY CLARK R18 GRAB BAR - 18" VERTICAL GRAB BAR TO BE USED ONLY WHERE ANSI A117.1 IS IMPLEMENTED S.S., SEE SPECIFICATIONS R24 GRAB BAR - 24" S.S., SEE SPECIFICATIONS R36 GRAB BAR - 36" S.S., SEE SPECIFICATIONS R42 GRAB BAR - 42" S.S. -SEE SPECIFICATIONS -19 SEAT COVER DISPENSER - KIMBERLY CLARK SD SOAP DISPENSER - KIMBERLY CLARK SANITARY NAPKIN RECEPTACLE - RUBBERMAID MODEL 6140-00; SNR IN WOMEN'S OR UNISEX RESTROOMS ONLY (TiD) TOILET TISSUE DISPENSER - KIMBERLY CLARK 1R1 TRASH RECEPTACLE - ( CONTINENTAL MODEL #2818 PLASTIC WASTEBASKET) (IIi1) NOT USED TR3 TRASH RECEPTACLE ( CONTINENTAL MODEL #8322 WALL HUGGER RECEPTACLE WITH DROP SHOT LID WHEN APPLICABLE) OELECTRIC HAND DRYER - ASI MODEL 0160 STD. WHITE (ALTERNATE FOR REMODELS ONLY) DENOTES ITEMS THAT WILL BE FURNISHED AND INSTALLED BY PUBLIX i N �o N �00 Oo (� C) . `p • U C 00 .--q 0 w rn N LIj Z W 3 Clq W Z F- Cq c=i W J L0 o (n o U w a 0 6 C!) F_ W <C a Q a W I� O::: coCo 0 CM XJ X �- W m ?z M pY LlJ m M J U .� 2 aCL J w Wo O U) z 0 U W C/) 0 z Q CO z O J W z Q J c� G O O W I� cW C 0 0 0 �Wn V J Q J w z w ■ ■ . O N J -7 Q m U) Q� J 53 Z F- 2 M N N O Z UU Z H W a Hawkins C::nstruction, Inc. -11 i I � I DEMOLITION PLAN LEGEND AND KEY NOTES: ITEM TO BE REMOVED EXISTING FIXTURE TO REMAIN ►.A A' REFER SNCED® DEMOLITION KEY NOTES: SYMBOL TEXT 1. ITEMS TO BE RELOCATED. 2. REMOVE PARTITION DOOR HARDWARE. SAVE PARTITION DOOR FOR REINSTALLATION. 3. REMOVE DOOR. SAVE FOR REINSTALLATION. DOOR FRAME TO REMAIN. 4. REMOVE EXISTING SIGN. I \ ADJUST DOOR — CLOSER TO REQUIRE 15LBS OR LESS PUSH PULL FORCE AND A MINIMUM OF 5 SECONDS FOR THE DOOR TO CLOSE FROM 900 OPEN TO 120 FROM THE STRIKE. REFERENCED BY FLOOR PLAN KEY NOTES: THIS SYMBOL TEXT 1. PUBLIX TO PROVIDE TACTILE BRILLE SIGN ON WALL OR DOOR. REF. DETAIL L/A-2. 2. RELOCATE LIGHT SWITCH NO HIGHER THAN 48" A.F.F. 3. INSULATE SUPPLY AND WASTE PIPES AT THE LAVATORY. 4. REVERSE DOOR SWING TO ALLOW PULL SIDE CLEARANCE. ENLARGED DEMOLITION 1 RESTROOM PLAN 2 A-11 a J SCALE 1 /2"=1'-0" A-11 a EXIST FINISHED FLOOR A A-11 a TYPICAL ADA COMPLAINT FIXTURE MOUNTIING HEIGHTS SCALE: 1 "=1'-0" J I— CJ') X W —ADJUST DOOR CLOSER TO REQUIRE 5LBS OR LESS PUSH PULL FORCE AND A MINIMUM OF 5 SECONDS FOR THE DOOR TO CLOSE FROM 90° OPEN TO 12° FROM THE STRIKE. GENERAL NOTES A. DOTTED CIRCLE OR 'T' DENOTES REQUIRED 5'-0" DIAMETER TURNING CIRCLE OR THREE POINT TURN AREA AND DOTTED RECTANGLE DENOTES CLEAR FLOOR SPACE FOR ACCESSIBLE FIXTURES. B. ALL EQUIPMENT SHOWN IS EXISTING, UNLESS NOTED OTHERWISE. ENLARGE RESTROOM PLAN SCALE 1/2"=1'-0" TOILET ACCESSORY LEGEND: �G BCS BABY CHANGING STATION CH COAT HOOK - SEE SPECIFICATIONS FVA FLUSH VALVE ASSEMBLY - SEE MECHANICAL SPECIFICATIONS 1 MIRROR - 16" x 36" W/ S.S. FRAME - SEE SPECIFICATIONS MR2 MIRROR - 18" x 42" - SEE SPECIFICATIONS (MOUNT ON INSIDE OF RESTROOM DOOR OR WHERE INDICATED ON THE PLAN) t�R3 MIRROR - 48" x 36" W/ S.S. FRAME - SEE SPECIFICATIONS P-1 WATER CLOSET - SEE PLUMBING SCHEDULE P-2 WATER CLOSET - ADA COMPLIANT, SEE PLUMBING SCHEDULE P-3 URINAL - ADA COMPLIANT, SEE PLUMBING SCHEDULE P-4 WALL HUNG LAVATORY - ADA COMPLIANT, SEE PLUMBING SCHEDULE NEW WALL HUNG LAVATORY - ADA COMPLIANT, SEE PLUMBING SCHEDULE p_5 LAVATORY - GLACIER WHITE CORIAN MODEL 810 W/ INTEGRATED MATTERHORN VANITY TOP W/ BACK SPLASH SEE DETAILS FOR ADDITIONAL INFORMATION. REFER TO PLUMBING PLANS FOR ADDITIONAL PLUMBING FIXTURES. -1 WATER HI/LO COOLER - ADA COMPLIANT, SEE PLUMBING SCHEDULE -19 WATER SINGLE COOLER - ADA COMPLIANT, SEE PLUMBING SCHEDULE OPAPER TOWEL DISPENSER - KIMBERLY CLARK R18 GRAB BAR - 18" VERTICAL GRAB BAR TO BE USED ONLY WHERE ANSI A117.1 IS IMPLEMENTED S.S., SEE SPECIFICATIONS R24 GRAB BAR - 24" S.S., SEE SPECIFICATIONS R36 GRAB BAR - 36" S.S., SEE SPECIFICATIONS R42 GRAB BAR - 42" S.S. -SEE SPECIFICATIONS -19 SEAT COVER DISPENSER - KIMBERLY CLARK SD SOAP DISPENSER - KIMBERLY CLARK O ISANITARY N WOMEN SA OR RECEPTACLE - UNISEX RMAID MODEL 6140-00; UN SEX RESTROOMS ONLY OTOILET TISSUE DISPENSER - KIMBERLY CLARK TR1 TRASH RECEPTACLE - ( CONTINENTAL MODEL #2818 PLASTIC WASTEBASKET) ONOT USED TRASH RECEPTACLE ( CONTINENTAL MODEL #8322 WALL HUGGER RECEPTACLE WITH DROP SHOT LID WHEN APPLICABLE) EHD ELECTRIC HAND DRYER - ASI MODEL 0160 STD. WHITE (ALTERNATE FOR REMODELS ONLY) DENOTES ITEMS THAT WILL BE FURNISHED AND INSTALLED BY PUBLIX d' �o tn O O $ U vM 0�01 � ta "O O a � o o "tt It CIS rn 0 cb M ui LW > W Z F— c=� Lu J v o (n o U � w a 0 0 w Q Q � a a O OA X V --� X w M ?z ^�Y p ccjg U Lo d' N U) Z SO O 0 /T 0 i wcr) N o H � Q O 0LL. W m J J J j �m<} O^ M n- a CL � LU N .� _ a0- J W (0 Z O H 0 w C/) 0 Z Q Z O H Q w J w w C Z J CL 21 O H u) w w w O w 0 �w NV I.d.. Q J LLI W Z w w x W w "' . p a .W oa rn 0 N J N LLJ w CDw CD o Z coo o� N co U N0 wi w o a U Lu d U A-1 1 a pip oil AFW44 dis--- 1QKARTZ TO MEET WALL CALE:3"=1'-0" A-18 S 3-5/8" STUD WALL ASSEMBLY TAP CON BASE PLATE INTO TERRAllO 6" HIGH LONG TOE (APPROX. 1") CARPET TILE (AT VINYL BASE PHARMACY) ri � EXISTING MMA Ch 01-0., OL i CARPET TO MEET WALL SCALE: 3"=1'-0" ALL DIMENSIONS ARE APPROXIMATE. 3'-/" 6 -1�" T-1�" I N AUTO. DOORTRACK -EXTENTS MMA 4-18 INSTALLED PRIOR TO TERRAllO FINISH DETAIL AT 3 INT. AUTO. DOORS A-18 SCALE: NTS JOHNSONIfE SUBFLOOR LEVELER SYSTEM INSTALLED PER MANUFACTOR'S RECOMMENDATIONS, AND FIELD ADAPTED O TO LEVEL CARPET SURFACE W/ TERRAllO SELF -LEVELING SUBSTRATE TO EXIST BRING HIGH POINT OF CARPET PLY TO APPROX. 1/4" ABOVE CARPET MMA 01_011OIL FINISH FLOOR EXTRUDED 5/8"x5/8x1/8" CONCRETE SLAB ZINC "L" DIVIDER STRIP PROVIDED BY INSTALLER SEE SPECIFICATIONS SEAMLESS MMA RESIN SYSTEM TO %� CARPET TILE AT AUTOMATIC DOORS SCALE: 3"=1'-0" TILE TERMINATION STRIP - SCHLUTER SCHIENE 1/2" STAINLESS STEEL EXIST QUARTZ TERRAZO OI_OII OIL MI'lo Or CONCRETE SLAB t,( Z TO TERRAZO OMATIC DOORS A-1Vf SCALE:3"=1'-0" TILE TERMINATION STRIP - SCHLUTER SCHIENE 1/2" STAINLESS STEEL - QUARTZ re �■■' I� JOHNSONITE SUBFLOOR LEVELER SYSTEM INSTALLED PER MANUFACTOR'S RECOMMENDATIONS, AND FIELD ADAPTED O TO LEVEL CARPET SURFACE W/ TERRAllO CA TILE SELF LEVELING SUBSTRATE - APPROX.1 /8" 01-On co u`1) SELF -LEVELING SUBSTRATE TO BRING HIGH POINT OF CARPET PLY TO APPROX. 1/4" CARPET MMA O'-O" ABOVE FINISH FLOOR EXTRUDED 5/8"4/8x1/8" CONCRETE SLAB ZINC "L" DIVIDER STRIP PROVIDED BY INSTALLER SEE SPECIFICATIONS M M O CARPET TILE 7 A UTOMATIC DOORS A-1 LE: 3"=1'-0" A —1 TILE TERMINATION STRIP - SCHLUTER SCHIENE 1/2" STAINLESS STEEL - : 3"=1'-0" SEAMLESS MMA RESIN SYSTEM 0'-01/ OIL `-- CONCRETE SLAB, REF STRUCT CONCRETE TO SEAMLESS MMA RESIN SYSTEM TRANSITION SCALE: 3"=1'-0" TILE TERMINATION STRIP - SCHLUTER SCHIENE 12' STAINLESS STEEL - TILE TERMINATION STRIP - SCHLUTER SCHIENE 1/2" STAINLESS STEEL - CONCRETE 11_OII ZINC ANGLE TERRAZO SEAMLES A RESIN SYSTE 0'-0" V CONCRETE SLAB, REF STRUCT TE SEAMLESS MMA 12 RES STEM TRANSITION A-18 SCALE: —1'-0" JOHNSONIFE SUBFLOOR LEVELER SYSTEM INSTALLED PER MANUFACTOWS RECOMMENDATIONS, AND FIELD ADAPTED TO LEVEL CARPET SURFACE W/ TERRAllO EXIST MMA SELF -LEVELING SUBSTRATE TO 01_011 RESIN CARPET BRING HIGH POINT OF CARPET PLY TO APPROX. 1/4" ABOVE FINISH FLOOR CONCRETE SLAB EXTRUDED 5/8"x5/8x1/8" ZINC "L" DIVIDER STRIP PROVIDED BY INSTALLER SEE SPECIFICATIONS 13 MMA RESIN TO CARPET TILE A-18 % SCALE: 3"=1'-0" VINYL REDUCER STRIP, '""'"v ^' 1AGE IN LEVEL FLOOR FINISH 0 t�viv�.r« rE SLAB, REF STRUCT 14 VCT TO CONCRETE / TERRAZO TRANSITION A-18 SCALE:3"=1'-0" COOLER/FREEZER WALL e AT 16 GAUGE ZINC STRIP ("L" ANGLE) FASTENED BY%" SELF - TAPPING ZINC WAFER TEK SCREWS EN HA EXPOSED STAINLESS STEEL COOLER FINISH OR FRP PANELS ADHERED TO COOLER. WHEN FRP PANELS OCCUR, EXTEND FRP 1" BELOW TOP OF BASE. ADHERE BASE WITH FULL BED OF SETTING MATERIAL. LEAVE NO VOIDS. GRIND SURFACE TO REMOVE COATINGS OR CONTAMINANTS. APPLY SEAMLESS MMA RESIN SYSTEM FLOOR AND COVE BASE. PREP EDGES AND SHOT BLAST F EXIST CONC FLOOR SEAMLESS MMA RESIN SYSTEM 15 BASE AT COOLER/FREEZER WALL A-18 SCALE: 3"=1'-0" ADHERE BASE WITH FULL BED OF SETTING MATERIAL. LEAVE NO VOIDS. GRIND SURFACE TO REMOVE COATINGS OR CONTAMINANTS. APPLY SEAMLESS MMA RESIN SYSTEM FLOOR AND COVE BASE. PREP EDGES AND SHOT BLAST EXIST CONC FLOOR SEAMLESS MMA QUARTZ RESIN SYSTEM BASE AT FRP WALL PANELS SCALE: 3"=1'-0" 17 ROOF HATCH DETAIL A-18 % SCALE: NUS NEW 1/4 STAINLESS CARRIAGE BOLT W/ NEOPRENE WASH NEW 16 GA. STEEL"L" BRAKET ' FASTENED TO HATCH DOOR. 18 CHAIN TO LOCK HASP DETAIL A-18 % SCALE: NTS 19 E LEVATI O N A-18 SCALE: NTS NEW DETACHABLE CHAIN LINK AND CHAIN 1"-20 EYE BOLT DIA-HOLE NEW CHAIN (TENSIONED) NEW 1/4"-20 EYE BOLT W/3/4" DIA-HOLE 20 � CHAIN THRU EYE BOLT DETAIL A-18 % SCALE: NTS ARMOR ELEVATION SCALE: A"=1'-0" CAULK BEHIND W/ SILICONE SEALANT BEFORE INSTALLING T-10 " COOLER OR FREEZER WALL 14 GA.WALL ARMOR ADHERED TO COOLER/FREEZER CORNERS. TURN CORNER MIN OF 12" NEXT ARMOR PLATE TO BUTT END AND ADHERED TO COOLER 1 /4 STUD TO FLOOR AT 2'-0" OC CAULK UNDER BEFORE INSTALLING ARMOR SECTION COOLER WALL ARMOR DETAIL @ RECEIVING STORAGE SCALE: AS NOTED 14 GAWALL ARMOR ADHERED TO COOLER/FREEZER DOOR. 6" MINIMUM FREEZER/COOLER DOOR , I A ; 0 0 ELEVATION SC /2" =1'-0" OLER WALL ARMOR DETAIL 22 DOOR A-18 ISCALE: AS NOTED "NOTE: INSTALL METAL PROTECTOR AFTER WALL TILE OR OTHER FINISH HAS BEEN INSTALLED 2yi"x 2yi" ANGLE OF 18 GA GALV MTL FROM FLR TO +8'-0" IN BACK ROOM AREAS AND S STL TO +6'-0" ON SALES FLR AND FOOD PREP AREAS 2" N FINISHES AS SCHEDULEDnSCHEDULED #10x 14' TRUSS HD. SCREWS AT 8" O.C. (S. STL OR GALV) CHAMFER WOOD BASE TRIM BACK SO CORNER TRIM WILL RUN FROM FLOOR UP. r23'� TYPMETAL CORNER \PWM=I 'Tr)P t)FTATi A-18 / SCALE: 3"=1'-011 DELI 4 DELI SUPP DEPT 4 I - NEW FULL HQi 1K WALL FRP-z. SEE MISIES I 0 CERAMIC TILE. SEE AND COLORS LEGEND FISHES AND COLORS ON SHEET A-Z I I LEGEND ON SHEET A-2. GBP. BD. I I 3r;' GBP. BD. 3 V MR STUD ®16'O.C. BE FINISHED FLOOR LNE END CONDITION SAME NOTES NEW ACOUSTICAL _ EL: 10 -0 r- 24 WALL SECTION AT DELI PREP AREA A-18 / SCALE: 1/2" = 1'=0" 0 N Q N 0 ui m Z H N W = Lu 0� U'> (n o w a CU w Cn W QQ a cM mW, O VJ OCmo X M U� X J mzUi a z 0 Y z W M _Q--I L) Lo ltd- IT- 0 O U CV 0 WCn M N o O 0 LL_ J cli w m J z z >- O M a a � N U) Z 0 U w U) J Q Z Q W , r '- w w W 0 ►, ` 1 0 N J N J m � w W o w CD Z m o N v W z O N o z W REC _ ED 1 8 8 ' •ojkins G:;nstruction, Inc. • PLAN NOTES A. ALL ELEVATIONS SHOWN ON THIS SHEET ARE BASED ON FINISHED FLOOR AT 0'-0" (U.N.O.) B. COORDINATE SLAB PENETRATIONS WITH LOCATIONS SHOWN ON PLUMBING AND ELECTRICAL PLANS. C. TRENCHING SHOWN ON THIS SHEET REPRESENTS NEW PLUMBING OR ELECTRICAL LINES OR FIXTURE TO BE INSTALLED. REPLACE/REMOVE SLAB PER DETAILS ON SHEET S-2.1. G.C. TO COORDINATE EXACT EXTENT OF SLAB REPLACEMENT/REMOVAL. USE SAW TO CUT SLAB AND DO NOT DAMAGE EXISTING WALLS, COLUMN OR FOOTING WHICH ARE T00 REMAIN. D.ALL ANGLED SLAB CUTS TO BE CUT AT 45 DEGREES. E. FOR EXISTING DRAIN AREAS: G.C. TO REPLACE AND RESLOPE SLAB AS REQUIRED WHERE PROPOSED SLAB CUTS AS SHOWN ON PLAN CONFLICT WITH EXISTING SLOPED SLAB. REF: STRUCTURAL AS—BUILTS REV 1 BY PUBLIX DATED 04-14-2008 AND ASSOCIATED REMODELS. ® INDICATES NEW CONCRETE SLAB AT TRENCHING AREAS. EINDICATES TOP OF EXISTING FINISH FLOORS IS AT (0'-0"), UNLESS NOTED OTHERWISE. �o h �00 00 �O O a �� � 1� v kn c 00 0 � P., rw 0- J W w 0 0 rn Z .� 0 rn 0 04 Z W o m Z H N LU W x -J Le) (n o U w a 0 V v I W Q IL r O r M co X Um X w m Z CL ^ Co w I..L M 5 J U Y , N r Z O O CU >- o W N o Q 0 oLL J C- w m j z 8 Cn o � CnCL a �N ��� • �� ��� tit ; Z d N N �YnX1 f4 p u lL a yam/` Las IL LU It 8 O N J -7 N m � QN J op � O o� Z M O LV w CODp3 V 1 SLAB PLAN S-2 SCALE: 0'-1/8" - 1'-0" S- C 2 8 2019 Hawkins Construction, Inc. GENERAL NOTES DESIGN LOADS SOIL BEARING PRESSURE (USED FOR DESIGN) 2000 PSF ROOF LIVE LOAD_-_ __ _ _ _ __ _. _-__--30 PSF ROOF DEAD LOAD 20 PSF CONCRETE STRENGTH (28-DAY) 3000 PSI STRUCTURAL STEEL BEAMS_ .___ _ ___- ___ ___ -ASTM A992 STEEL SHAPES, EXCEPT BEAMS-- - ASTM A36 REINFORCING STEEL __ - ASTM A-615, OR, 60 MASONRY DESIGN STRENGTH F'M = 1500 PSI WIND PRESSURES, PER ASCE 7-10: EXPOSURE CATEGORY._- _ _ -_ 'C' WIND SPEED, Vult (Vase 137 MPH (107) RISK CATEGORY _ _ CATEGORY II INTERNAL PRESSURE COEFFICENTS (ENCLOSED BLDG--- ._ _ +0,18/-0J8 SEISMIC CRITERIA; SPECTRAL RESPONSE ACCELERATIONS SDS N/A SD1 -- ---- - N/A R (BUILDING FRAME SYSTEM W/ ORD, REINF, MAS. SHEARWALLS) - .N/A SUBSURFACE SITE CLASS _ _ N/A RISK CATEGORY N/A SEISMIC DESIGN CATEGORY N/A ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE DESIGN BASE SHEAR N/A GROUND SNOW LOAD 0 PSF SOIL BEARING PRESSURE = 3000 PSF AS PER SUBSURFACE INVESTIGATION BY ARDAMAN & ASSOCIATES, DATED OCTOBER 8, 2007 (PROJ, # 07-55-9800). THIS STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH LATEST EDITION OF THE FBC 2017. CONSTRUCTION SAFETY 1. THESE DRAWINGS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING SAFETY DURING CONSTRUCTION, AND FOR CONFORMANCE TO ALL APPLICABLE OSHA STANDARDS, JOBSITE VISITS BY ENGINEER/PUBLIX REP, SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. 2, DO NOT OVERLOAD ONE SEGMENT OR SPAN OF A BEAM CONTINUOUS OVER SEVERAL SUPPORTS, BEAMS SHOULD BE LOADED AS GRADUALLY AND EVENLY AS POSSIBLE UNTIL THE FULL LOAD IS IN PLACE, 3, ERECTION SEQUENCE SHALL BE DETERMINED BY THE CONTRACTOR, AND SHALL NOT CAUSE OVERSTRESS OR EXCESSIVE DEFORMATION OF STRUCTURAL MEMBERS, 4, NO PROVISION HAS BEEN MADE IN THE STRUCTURAL DESIGN FOR TEMPORARY CONDITIONS OCCURING DURING CONSTRUCTION, UNLESS NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING REQUIRED TO RESIST STRESSES OR INSTABILITY OCCURING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILTY FOR SUCH MEASURES. 5, ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES, DRAWINGS AND SPECIFICATIONS 1, DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN, 2, THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS. 3, THESE GENERAL STRUCTURAL NOTES ARE INTENDED TO EMPHASIZE CERTAIN INFORMATION MORE COMPLETELY DISCUSSED IN THE PROJECT SPECIFICATIONS (PM SHEETS), THE CONTRACTOR SHOULD BE FAMILIAR WITH THE REQUIREMENTS AS STATED IN THE SPECIFICATIONS. FOUNDATIONS 1, FOUNDATION DESIGNED FOR THE SOIL BEARING PRESSURE AS DESCRIBED IN THE DESIGN CRITERIA, IF CONDITIONS AT THE SITE DO NOT PROVIDE THIS MINIMUM VALUE, NOTIFY PUBLIX STRUCTURAL ENGINEER IMMEDIATELY, 2, FOUNDATION SIZES SHALL NOT BE REDUCED FOR ANY REASON, EVEN IF HIGHER SOIL BEARING VALUES ARE ACHIEVED, 3, TOP OF ALL FOOTINGS TO BE A MINIMUM OF 24' BELOW FINISHED FLOOR, 4, PUBLIX REQUIRES THAT MAXIMUM TOTAL SOIL SETTLEMENTS NOT EXCEED 1' AND MAXIMUM DIFFERENTIAL SOIL SETTLEMENTS NOT EXCEED 1/2', 5, PUBLIX REQUIRES SOIL COMPACTION OF 95% OF MODIFIED PROCTOR OR 98% OF STANDARD PROCTOR, ' REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION. REINFORCED CONCRETE 1, CONCRETE MATERIALS, MIXING AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES AND SHALL CONFORM TO THE LATEST EDITIONS OF ACI 301, ACI 318 AND ASTM C-94. 2, REINFORCING STEEL SHALL CONFORM TO ASTM A615; YIELD STRENGTH = 60 KSI, MINIMUM. 3, CONTRACTOR SHALL SUBMIT REINFORCEMENT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION, 4, CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGNS FOR REVIEW PRIOR TO POURING, PUBLIX MIX DESIGN REQUIREMENTS: NO CEMENT REPLACEMENT(I.E, FLY ASH), 500 LBS, MIN CEMENT MAX, W/C RATIOS: 0.58 FOR 3000 PSI. ALL CONCRETE SHALL BE 3000 PSI. 5, CONTRACTOR SHALL PROVIDE COPIES OF ALL STRUCTURAL CONCRETE COMPRESSIVE STRENGTH TEST RESULTS TO THE ENGINEER OF RECORD FOR REVIEW, ALSO, CONTRACTOR TO HAVE COPIES OF CONCRETE TEST REPORTS AVAILABLE ON SITE. 6, FOR READY -MIX CONCRETE, THE MAXIMUM TIME PERMITTED BETWEEN BATCHING AND DEPOSITING IN THE FORMS IS 90 MINUTES. CONCRETE EXCEEDING THE ABOVE SHALL BE REJECTED, 7, THE ADDITION OF WATER AT THE SITE TO INCREASE CONCRETE SLUMP SHALL NOT BE ALLOWED AND SHALL BE JUST CAUSE FOR REJECTION OF THAT BATCH OF CONCRETE, 8, MINIMUM CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE ON DRAWINGS: CAST AGAINST EARTH = 3' EXPOSED TO EARTH OR WEATHER = FOR #5 OR LESS USE 1 1/2', ALL OTHERS 2' BEAMS AND COLUMNS = 1 1/2' 9, ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. 10, PROVIDE THE FOLLOWING MINIMUM LAP SPLICES: #4=29', #5=36', #6=43', #7=63', #8=72', FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. DO NOT SPLICE TIE BEAM REINFORCEMENT OVER OPENINGS. DO NOT SPLICE FOOTING REINFORCEMENT UNDER OPENINGS. 11, IN WALL FOOTINGS, CONCRETE BEAMS AND BOND BEAMS,PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS, CONCRETE MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI, 2, IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR (1800 PSI, MIN,) PROVIDE A DESIGN COMPRESSIVE STRENGTH OF F'M = 1500 PSI. 3. FILLED CELL GROUT IS NOT TO BE MIXED ON -SITE, BUT MUST COME FROM A READY MIX SUPPLIER. 4, A MIX DESIGN FOR THE FILLED CELL GROUT MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL, 5, COMPRESSIVE STRENGTH TESTS MUST BE CONDUCTED FOR FILLED CELL GROUT, 6. HOOK VERTICAL BARS INTO FOOTING, AND EXTEND INTO AND HOOK IN TOP OF WALL BOND BEAM, PROVIDE STANDARD ACI 90 DEGREE HOOK AT DISCONTINUOUS END OF VERTICAL BARS. (10' MIN, HOOK LENGTH), LAP VERTICAL REINFORCEMENT PER MASONRY LIFT DETAIL, 7, EXPANSION BOLTS AND/OR SLEEVE ANCHORS ARE NOT ALLOWED IN PUBLIX WALLS, 8, ALL EXTERIOR MASONRY WALLS TO BE FILLED FULL HEIGHT WITH APPROVED MASONRY WALL INSULATION ABOVE FINISHED FLOOR. STRUCTURAL STEEL 1, HOT -ROLLED STEEL BEAMS SHALL BE ASTM A992 (50 KSI), PLATES, BARS, CHANNELS, RODS AND ANGLES SHALL CONFORM TO ASTM A36, 2. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR36(MIN.) AND MUST BE MECHANICALLY BENT, NOT TEMPERED OR HEATED. HIGH STRENGTH BOLTS SHALL BE ASTM A325, 3, STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, FY=35 KSI. 4, HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B (FY=46 KSI). 5, ALL WELDS SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES, BY QUALIFIED WELDERS AS PER AMERICAN WELDING SOCIETY REQUIREMENTS (AWS D1.1), SUBMIT WELDERS CERTIFICATES FOR WELDERS EMPLOYED ON THE PROJECT, VERIFIYING AWS QUALIFICATIONS WITHIN THE PREVIOUS 12 MONTHS. ALSO, ONE OF THESE CERTIFICATIONS MUST BE AVAILABLE AT THE JOB SITE. 6, ALL BOLTS SHALL BE HIGH -STRENGTH ASTM A325, 3/4IN. DIA., UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE SNUG -TIGHT (1/3 TURN AFTER SEATED), U.N,O, 7, CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING AND GUYING OF THE FRAMING AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE STRUCTURE, 8, RETURN ALL WELDS AT CORNERS TWICE THE NOMINAL WELD SIZE MINIMUM. 9, FRAMING CONNECTIONS SHALL BE AISC TYPE 2 DOUBLE -ANGLE BOLTED CONNECTIONS, U,N,O, SELECT CONNECTIONS TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE UNIFORM LOAD TABLES, PART 3 OF THE AISC MANUAL (13th ed.), FOR THE SPAN AND GRADE OF STEEL SPECIFIED, 10. NO HOLES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 11, WELDS, NOT OTHERWISE DESIGNATED, SHALL BE 1/4IN, MINIMUM FILLET, 12, SEE ARCHITECTURAL ELEVATIONS, SECTIONS AND DETAILS FOR MISCELLANEOUS STEEL. 13. ALL HEADED STUD ANCHORS (ASTM A108) AND ANCHOR BOLTS TO HAVE A MIN, 8' EMBEDMENT, U,N,O, 14, CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING LABORATORY AND INSPECTION AGENCY TO PERFORM STEEL ERECTION INSPECTIONS AND TESTING. COPIES OF ALL STEEL INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER OF RECORD AND PUBLIX CONSTRUCTION. 15, CONTRACTOR SHALL COMPLY WITH ERECTION TOLERANCES AS STATED IN THE AISC CODE OF STANDARD PRACTICE, AISC 303-05. LIGHT GAUGE FRAMING 1, ALL LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO THE 'SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STRUCTURAL STEEL MEMBERS,' AISI.' 2, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 6-INCH 54 MIL THICK, U,O,N, FOR EXTERIOR APPLICATIONS 3, ALL STUDS SHALL BE 'C' SHAPE, U,O,N, 4. MATERIALS, U.O,N,: 54, 68 AND 97 MIL STUDS 50 KSI 27, 33, AND 43 GA. STUDS 33 KSI RUNNERS AND ACCESSORIES 33 KSI 5, PROVIDE MANUFACTUERS STANDARD STEEL RUNNERS, BRIDGING, BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, ETC, AS REQUIRED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM CAPABLE OF ACCOMMODATING THE LOADS PRESENTED IN THE CONSTRUCTION DOCUMENTS. 6. ALL PARTS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A525 / ASTM A653. 7, ALL CONNECTIONS SHALL BE (4) #10-12 TEK SCREWS AS A MINIMUM, U,O.N, OR AS REQUIRED BY MANUFACTURER AND APPROVED BY STRUCTURAL ENGINEER. 8, INSTALL METAL FRAMING IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND/OR SPECIFICATIONS. 9, SPLICES IN STUDS SHALL NOT BE PERMITTED, 10. ALL PROPOSED ALTERNATE CONNECTION CLIPS SHALL BE SUBMITTED TO BUILDING ENGINEER FOR REVIEW. SUBMITTAL SHALL INCLUDE APPLICABLE LOAD TABLES FOR CLIPS, 11, ALL LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO ASTM C645 AND SHALL BE 33 KSI MINIMUM YIELD STRENGTH, 12, ALL STUD MATERIALS SHALL BE 20 GAUGE (33 MIL) OR AS NOTED ON PLANS, 13, ALL NON -COMPOSITE (1 SIDE DRYWALL) INTERIOR PARTITION WALLS SHALL HAVE HORIZONTAL BRIDGING AT 4'-0' O.C, BETWEEN LATERAL SUPPORTS. BRIDGING ALSO REQUIRED ABOVE 2 SIDED DRYWALL THAT STOPS SHORT OF THE DECK, 14. CONNECTION TYPES (U,O,N,); A. STUD TO RUNNER TRACK: (1)#10-12 TEK SCREW EACH LEG, (2 TOTAL) B. BOTTOM RUNNER TRACK TO SLAB: (2) 3/16' X 1 1/2' CONCRETE SCREWS (TAPCONS) AT EACH STUD AND (1) OF SAME SPACED BETWEEN THE STUDS. C. TOP RUNNER TRACK TO STEEL CHANNELS: 0,145' DIA x 1/2' SHANK PAFs (HILTI X-EDNI) @ 8' O,C„STAGGERED, (ALSO REFER TO HANGING SOFFIT DETAILS ON S-3), D. TOP RUNNER TRACK RUNNING PERPENDICULAR TO JOISTS (WALL BEARING ON SLAB); (4) #10-12 SCREWS (OR HILTI X-EDNI) TO BOTTOM CHORD OF EACH JOIST, E, TOP RUNNER TRACK TO STEEL DECKS (2) #10-12 TEK SCREWS @ EACH STUD LOCATION AND (1) OF SAME SPACED BETWEEN THE STUDS, F, KICKER/BRACE STUD TO VERTICAL STUD (4) #10-12 TEK SCREWS, G. KICKER/BRACE STUD TO STEEL JOIST: 18 GAGE CLIP, WITH (4) #10-12 TEK SCREWS TO BRACE AND (4) #12-10 TEK SCREWS TO STEEL JOIST BOTTOM CHORD, 15, REFER TO ARCHITECTURAL PLANS AND WALL SECTIONS FOR STUD WALL LOCATIONS AND CONFIGURATIONS, EXISTING CONC. SLAB Of NEW CONCRETE SLAB TRENCH (REF: PLANS FOR WIDTH) EXISTING (MATCH EXISTING SLAB THICKNESS) CONC. SLAB _ FLOOR FINISH NOT SHON. MATCH EXISTING. - -III-- \ 6- � 6- j REPLACEMENT BASE AND TRENCH BACKFILL SHALL BE PLACED IN 6' LIFTS, EACH LIFT COMPACTED TO 98% STANDARD PROCTOR, VISUAL INSPECTION OF COMPACTION IS ACCEPTABLE IN LIEU OF THIS REQUIREMENT PROVIDED THAT INSPECTIONS ARE DONE BY CERTIFIED MATERIAL TESTING COMPANY WITH A SIGNED AND SEALED REPORT, PROVIDE 1/2' EXPANSION JOINT (FLOATING SLAB) AT EXTERIOR CMU WALL, TYP. (WHERE OCCURS) SLAB PATCHING DETAIL SCALE: NONE C z 7 O Cr. a o SLOPE TO DRAIN FIN GRADE r ° cc CONT. 8"x12" CONc. IHICKENFD SLAB 8" W/2#5 CONI. (TYP. 1 - ALL AROUND) -- 7i #4 DOWELS, 12" LONG @ 2'-0' O.C., STAGGERED EACH SIDE, DRILL AND EPDXY 6' INTO EXISTING SLAB, USE HILTI HIT HY-200 EPDXY (DOWELS NOT REQUIRED IF SLAB TRENCH IS LESS THAN 24' WIDE.) NEW CONC, SLAB (3000 PSI) W/WWR 6x6-W1.4xW1.4. MATCH EXISTING SLAB THICKNESS. INCLUDE NEW VAPOR BARRIER AT INTERIOR APPLICATIONS. COOLER WALL REF. FLOOR FINISH NOT SHOWN, 6" 6" 6" LUMBING MATCH EXISTING. ui 77 z d wm WIN 6"� REPLACEMENT BASE AND TRENCH BACKFILL SHALL BE PLACED IN 6' LIFTS, EACH LIFT COMPACTED TO 98% STANDARD PROCTOR, VISUAL INSPECTIO OF COMPACTION IS ACCEPTABLE IN LIE OF THIS REQUIREMENT PROVIDED THAT INSPECTIONS ARE DONE BY CERTIFIED MATERIAL TESTING COMPANY WITH A SIGNED AND SEALED REPORT. CONC. SLAB c4 #4 DOWELS, 12' LONG @ 2'-0' O.C., a STAGGERED EACH SIDE, DRILL AND EPDXY 6' INTO EXISTING SLAB, USE HILTI HIT HY-200 EPDXY (DOWELS NOT REQUIRED IF SLAB TRENCH IS LESS THAN 24' WIDE.) 1'-4" NEW CONC. SLAB (3000 PSI) W/WWR 6x6-W1.4xW1.4. MATCH EXISTING SLAB THICKNESS. INCLUDE NEW VAPOR BARRIER AT INTERIOR APPLICATIONS. REFERENCE PLAN EXISTING NEW CONCRETE SLAB CONC. SLAB (MATCH EXISTING SLAB THICKNESS AND THICKEN AS SHOWN) TRENCH DRAIN DETAIL SCALE: NONE 7'-6" 7'-6" 7'-9" 7'-9' CON]. 8"x12" CONC. -- --- -- -- - HI K _N L.AI. j W/2#5 CON T, (TYP. COM P^,TOR SLAB FOUNDATION PLAN MENT SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLAIED FIBERS, NUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT (ASTM C-1116). OF FIBERGLASS ADMIXTURE PER CUBIC YARD OF CONCRETE_ IS LBS). THE TYPICAL FIBER LENGTH IS % TO 'a INCHES. 2'-0" - TRENC;H DRAIN 2' 0" _ TRENCH DRAIN TYP. RFCESSFD 1" RECESSED 1" TYP. SLOPE TO DRAIN SLOPE TO DRAIN SLOPE TO DRAIN 4 e o SECTION A- A 77r SCALE: NONE TRASH COMPACTOR FOUNDATION PLAN & SECTIONS SCALE: NONE 4 0 - --- MIN. RAMP (VERIFY) � FIN. GRADE MIN. 24' BEYOND EXISTING NEW _ CONC. SLAB CONC. SLAB #4 DOWELS, 12' LONG @ 2'-0' O.C., STAGGERED EACH SIDE, DRILL AND EPDXY 6' INTO EXISTING SLAB, USE HILTI HIT HY-200 EPDXY FLOOR FINISH NOT SHOWN. MAT�STING. L6- 1, sn REPLACEMENT BASE AND TRENCH NEW CONC. SLAB (3000 PSI) W/WWR BACKFILL SHALL BE PLACED IN 6' 6x6-W1.4xW1.4, LIFTS, EACH LIFT COMPACTED T 9 MATCH EXISTING SLAB THICKNESS. STANDARD PROCTOR, VISUAL INS INCLUDE NEW VAPOR BARRIER AT INTERIOR OF COMPACTION IS ACCEPT I APPLICATIONS. OF THIS REQUIREMENT PROV INSPECTIONS ARE DONE BY CE FI MATERIAL TESTING COMPANY WI A SIGNED AND SEALED REPORT. PROVIDE 1/2' EXPANSION JOINT (FLOATING SLAB) AT EXTERIOR CMU WALL, TYP. (WHERE OCCURS) SLAB PATCHING DETAIL SCALE: NONE EXISTING _ NEW NC. SLAB CONC. SLAB #4 DOWELS, 12' LONG @ 2'-0' O.C., STAGGERED EACH SIDE, DRILL AND EPDXY 6' INTO EXISTING SLAB, USE HI HY-200 EPDXY ( ELS T REQUIRED IF SLAB TRENCH S S AN 24' WIDE.) ❑OR NISH NOT SHOWN, REF; ARCH L6- 6" REPLACEMENT BASE AND TREN --w BACKFILL SHALL BE PLACED IN LIFTS, EACH LIFT COMPACTED TO 98% STANDARD PROCTOR, VISUAL INSPECTION OF COMPACTION IS ACCEPTABLE IN LIEU OF THIS REQUIREMENT PROVIDED THAT INSPECTIONS ARE DONE BY CERTIFIED MATERIAL TESTING COMPANY WITH A I, III - III NEW 4' CONC, SLAB (3000 PSI) W/WWR 6x6-W1.4xW1.4. INCLUDE NEW VAPOR BARRIER AT INTERIOR APPLICATIONS. SIGNED AND SEALED REPORT. PROVIDE 1/2' EXPANSION JOINT (FLOATING SLAB) AT EXTERIOR CMU WALL, TYP, (WHERE OCCURS) r5� SLAB PATCHING DETAIL SCALE: NONE �o �00 00 N Uw�M 01C� i•a 0 a r-t-- v Coe U ,-�O arm rn 0 C6 M 0 m Z H_ N w W v J rn v o (n o U w 0 � a U w C Li Q G NN L.�.. Q W a H, M O 00 0 xU ccfi LL w M X 5Z wag o Z w n ■� cM J U Li N r Z O GC G O U O W ch IV o O J W -J m J -ji = ULU U >' o 00 ccf) a a LLI 11- N :0Cl __o CO,�LL LUjl rn 0 N J N a m W M J W W U) C CD o O) Z � N ~ o0 Go N W Z C� a 0 0 U S■ REC E® , i 8 2019 Hawkins Construction, Inc. 11 'WATER AND GAS PLUMBING DEMOLITION PLAN T1.V 0 2' 4' 8' 16' I0 W SCALE: 1 /8"=1'-O" (� % L . l'. NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. W U M c., 01 U 43 aLU T�\ 1� U J Lv O L BRANDT ENGINEERING, INC. � N A O N Q Q 0 Z Q � � � O a -c fN C rn PHONE:18041794-6656 g FAX: 18041794-8588 EMAIL: cadd®beiric.com FL Certificate of Authority # 26689, Expiration Date: 2128121. JOHN S. PARKER - MECHANICAL LICENSE #63481, EXPIRATION DATE: 212812021 CL U m m C) 0 � � z W M Z I— N w W Q J rn o (n o w 0 a V V J W Q cQ �G L.L W a. �W-. Oar X O U� X M Z W mZ 5g w 12 W p Y U CW) LO 41- N V- 4t C1) z O O U o C W � M N o Q o oLL J J W m J �—JJ= W00 = IZ CL � N Lu W s C0 z z O `IF--1 1 III J O W 0 U z m J CL V) Q U 0 z Q oC W _ o 63481 W= ' STATE OF •' �441� i s�'•.FCORIDP`.•'••�� NA1- ,, /////SII/ I I 1111 N J rn N MG LLI (1) 'W^ VJ 4 W J W O � o Z 0 O o 0 �yYJ O N W Q ! s CL o o v P D 1 m-1 UG 2 8 2019 Hawkins Construction. Inc. r E D C F— B XT G 0) i R Y 0 0 LE R ...... ... . .......... ...................... ..... ...... . .......... .......... . ... .... . .. . .............. . ......... . .... .. .......... . . . .. . ..... ......... 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III....................... ALL VENT LINES NO LONGER IN USE SHALL BE CAPPED IIII........ . .. ... . ............ . . ABOVE CEILING IN ACCORDANCE WITH LOCAL I1-m C D - 1 AND STUB -UPS CONCEALED BELOW FLOOR, IN WALL OR IIII1 Lij 6 Ia, z CODE/AUTHORITY. II LL ILd (D FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND COORDINATE ANY CONFLICTS WITH Lj ICD U . . ..... . IOWNER/ ARCHITECT/ ENGINEER 31 IN AREAS REQUIRING FIXTURES TO BE REMOVED IN ORDER D IIIITO ALLOW REQUIRED FLOOR WORK. REMOVE AND DUMP CD-1 IIcc� . . ....... . ......... IALL INDIRECT WASTE PIPING ABOVE FLOOR SERVING ............. ................................. // i REMOVED/RELOCATED SINK(S/OVENS). EXISTING FS/CD TO CO IIIII_Lj . ... . .... . REMAIN. REMOVE AND DUMP ASSOCIATED WASTE PIPING I3'i'<'w C-T ii EXIST X IIABOVE FLOOR BACK TO WALL OR WITHIN WALL SERVING I_X_3 �_scc -8 - S P P F I X II< C REMOVED/RELOCATED FIXTURES. Ii LD 1K I<1: . ... ... . 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IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. z z 0 0 X LL1 z CL LU cz CD C� CIO w D Cn w Uj 0 z Cn C', CD 00 CN U.J CD z 0 W PD2 m 1- G 2 8 2019 Construction, Inc, I I 2 i4 It I ` !i ,il 1 112 i i P- i \ _� �;. _f .............'FHB., i.� . ,- P_ _......_ r - _ _ - r� _— 4 I r L Ln f P 2 5 CW �� -- Oh _ 1 ( ^hU L N� -fit 1 I') , F .; -'1 1........ .... _; __._._. / L ..._.—_—._.. : i ..............� i i � f•ikf : i E✓ — 1 f ; e. � :. ! I I I v : :-. w Y — Q ¢"I{ CW H.B. PLUMBING NOTES 8 _7 I ........... FE11 i E; ! � Y 1 L..—...-.. fw.!')') I 1 ! .. - - .................................................................... I..': X :., 3 j 12 6 (':0 PRODUCE I� C0 L_ER L 1 j /2" qj ' ! _ t- _ p I — :! P i !l I I REFURBISH EXIST --FI:..X.:_€I=SCC-?._ _ REFI.IRB!cSH EXIST FI..Xr8-SCC F' - : s 5 4 i z 1 I PERIMETER SALES 11 ! ... .... ...... ._� i i ! 2" GAS LINE BY GAS COMPANY H.B. i FOGGER (.;CONTROLLER > z ►' ` m E J E g I ` I .,\ T II _ ...Z11 l YiI I I� _..--..----- .............. _...... .__ ...... ......... ._.... _.,..._—...._........_..._ REFURBISH REFURBISH - ( M EXIST EXIST ��, f� F_X-8-SCC-P FLX-8-SCC-P Hw C AW ._...._.CY1.Yr- _......_._._.. I{ !4 IlWli !ili' i ; -u P IFI .l T E 10) 1 i — — — — — — — — — — — 6 : —I 6 0 _. _.__. . _..-........ �...::�:.... .................. . ..........-..._.. _..... .............._... I . _ ...... _....._ . ._..._........... _.........- rh / I I i ..ii....... CO BI-O THERM i : BEVERAGE t ICENTER _........ `i i- P4.1 BEVERAGE CENTER THROUGH I EXISTING CHASE AS REQUIRED. ! I ! I - P9 O6 ZURN THERMOSTATIC MIXING VALVE WITH INTEGRAL CHECKS. MODEL i I II`' I 4 P 2$ 10 I, I ZW3870XLT LOCATED BELOW SINK. SEE BELOW SINK THERMOSTATIC I =v — MIXING VALVE DETAIL 8/P4.11 I �W I j P4 1 ! � I �, (jam 9 tl:::........1 I "HW ! ; 0 STOP VALVE AND WATTS *Sb-3 BACKFLOW PREVENTER. (PIPE RELIEF I I -. zYz„HwTYPI P -'¢ Cw j I FULL SIZE TO NEAREST DRAIN.) i ` �v ! 9 A i — O CEILING. NEW 3/4" CW PIPING INTO EXISTING CW PIPING ABOVE 1 ; ...._.L. .. I I - 2Y2'Cw— h CW 1.....- O9 CONNECT NEW 1/2 HW/CW PIPING TO EXISTING DROPS IN WALL. ROUTE ' I I IIf �'a =�s I ( I I II ? Ya C / HW IN WALL TO 1-COMPARTMENTI SINKS AS INDICATED. B. C;Ea_I DE 1 ;, r v.. H. i - ........._..._.. _._..._.. o� 3„Hw y K� ( I 10 FILTER SYSTEM MOUNTED 0 WALL 108" A.F.F. 'r' . I ► I ' � � . (� I 11 3/4" CW AND FW(a) TO EXI • TING COMBI-THERM. INSTALL WATTS *LF7R j i u I '�-I ! �, I 3'¢"CW i I BACKFLOW PREVENTER ON E� CH FEED TO COMB( THERM. I I I CONNECT NEW 1/2" HW/CW PIPING INTO EXISTING HW/CW PIPING ABOVE I ! II II ! ............... ;:.. �_.....__...._....__._.............._........_._._......_..__... CEILING. DROP IN WALL AND :ROUTE TO NEW HANDSINK (P-7). PROVIDE ! j I I I �� p - E X !'" P _I NEW SUPPLIES AND STOPS OIN HANDSINK. �y i 10\2x 1. t1f .<4_.ROUTE- 1/2 FW(tr)-T 'F ISTII' G-PRODUCE FOGGNG SYSTEM. --PROVIDE— — --- _.._._.. n —; � �:...._.......... �:._::...:::.::_ -�i- - --- I:4Er., � 3- - J 1 szs ............... WITH SHUT-OFF VALVE AND L1/2" F.P.T. FOR FOGGER CABINET. i I ! I i (FAR ARE[11, Iv jasc y] Q4 CONNECT NEW 1/2" HW/CW PIPING TO EXISTING HW/CW PIPING AT BAR I I I I I I I g SYRUP JOIST AT INDICATED. i �'�I I I X� uL ___....._...__._ NEW I.... .. _._. I RACK IDD © BOARD WITH SWAT MS LF RD BACKFLIOWNPREVEN BER.CPROVIDE 03/4' R ZURN 1070XL THERMOSTATIC MIXING VALVE ABOVE CEILING AND SET TO 120°F. HW AND CW SHALL K 1/2". TW OUTPUT SHALL BE 3/4" DOWN IN WALL TO HOSE BIBB. INS TALL UNION AT HOSE BIBB TO ALLOW I CHEC! :-O(REMOVAL. ! 1 DROP 3/4" FW(a) DOWN EXPOSED ON WALL, AND PENETRATE THROUGH n WALL TO ICE MACHINE(P-20) G.C. TO REPAIR/PATCH WALL AS REQUIRED. I ! ! NEW (4) OEi_F I STGTIO`` S ! l i ! j I i i fit. `_HIF_R I >TAlm �AS H oo 14> c.; - - ---- _ __...__.. „ ....._....._.. • CwL LA;;:� 1, � ............... _ „ I2 � 1 6 — ___ 4 �¢' Hwy 1- v ..— If — I I I ! �� ! it VE: STIB I...E:: I ENTRAIN CE `I I ! I I ! tiE.ST13Jl.F �- I II : I -- --- - - -- III i� ; 1 : !- --r- ; ! _ - __ _ - - _ ._..._ __ __ _ _ -" I Imo. i 7l� , `�v t I it r I l— -r I : — ...:......:......t..-..-i...: -- _........1..__. .........__..._._. ..... __ 4 T- _._—._ ... ....... ...__..._.._ ..___ —_ ._______ ._w. — - - — — L_ ---� c.1 n . o � ---- ! _ P-2 0 P-3 ; TRAINING GENERAL � STORE P-4a OFF! E 12.9 1 C, I MANAGE:R MEN....-! 1 6 FAMILY L 100-1 I ...............i i i l ( ca \..._-; . FURNISH STOPS ON ALL WATER SUPPLIES: CHROME PLATE ESCUTCHEONS AT ALL OPENINGS IN WALL OR FLOOR.! I ALL NEW WATER LINES TO BE OVERHEAD, CONCEALED, OR RUN IN JOIST AR WWMVER-PQSSIBLE-_LOCATE-NEW GLAND. CW VALYEa IN SAME ACCESS H( UTILITY SINKS: WASTE ROUGH IN AT 8" ABOVE FINISHED FLOOR. HOT AND COLD WATER ROUGH IN 12" ABOVE I FINISHED FLOOR. SEE SINK DETAILS ON DRAWINGS. ALL RISERS FROM STOP ' AND SINK FITTINGS TO BE 1/2" HARD 12 COPPER. 10 9 WATER LINE CONNECTIONS TO ALL !APPLIANCES SHALL HAVE UNIONS AND SHUT-OFF VALVES. DOMESTIC WATER SYSTEM DESIGN IS BASED ON EXISTING PRESSURE OF 65 MATERIALS EXPOSED IN PLENUMS S ALL BE NON-COMBUSTIBLE OR SHALL H) A FLAME SPREAD INDEX OF NOT M RE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM 8, ALL SHUTOFF VALVES SHALL BE ACCESSIBLE. ALL EXISTING INFORMATION NOTED 9N PLANS BASED ON EXISTING DOCUMENT DATED 01-10-2008 AND VISUAL SITq INSPECTION. STORE TO REMAIN OPEN DURING C NSTRUCTION. CONTRACTOR TO COORDINA' WORK WITH G.C. AND STORE TO ALLOW AREAS OF WORK AND STORE TO REMAIN OPEN. P.C. TO COORDINATE WITH G.C. TO I REINSTALL EXISTING FIXTURES WHERE REMOVED FOR FLOOR AND OR WALL WORK. PROVIDE NEW WATER SUPPLIES AS REQUIRED. WHERE MMA IN RESTROOMS IS BEING REFLAKED, RESURFACED, OR REPAIRED CONTRACTOR TO REINSTALL TOILETS AFTER FLOORING IS COMPLETED AS REQUIRED. I n=a i - ! i i I i _._....._... ...._. __... - __...._._ _..._.. _ - - _.. _.. _._... ._._......... ...__.._._. _.- _........_. ..._..__.._ ..._._._.._.... ..._.....__._.. .. .........._ _..._.._ _.. _ _._....__. ....__._... _._...... __...... ....... DRAWING NOTE-PLUMBINGp i i .-- ...............- lO CONNECT NEW/RELOCATED FIIXTURES TO EXISTING WATER SUPPLY I i CONNECTIONS WHERE FIXTURES WERE REMOVED. PROVIDE NEW SUPPLIES AND STOPS ON ALL SINKS. I i O 1/2" FW(o) WITH SHUT-OFF 'SALVE TO EXISTING WATER CHILLER. ! ! O HOSE CONNECTION WITH STAIIIVLESS STEEL BALL VALVE AND QUICK DISCONNECT WITH 1/2 KURI-TEC HOSE. 4 STOP VALVE AND WATTS *LF7R BACKFLOW PREVENTER. 0 ! O5 DROP 3/4" FW(b) DOWN TO (WITHIN CHASE AND RUN TO BEVERAGE I I CENTER AS REQUIRED. VENDOR TO EXTEND SYRUP TUBING TO 3 H� NEW POWER 111E AT PRECISELY - ' I MIS..�__ ..... -.......... _._.- ----- --__ ..__..... ..-- ---- ._ - - . _-J P - % �,� E i ii LOCATION ! _ Or -ICE _..._._.__...-� . .... ................_.__._._.. ' I 10x14X Wo "I d BAKERY°' DELI --FRE i j ....... _ .......... ....—. �-- ! / v 1� 1 a ( M : A j!; J--- "C` I P- 2 8 iL..-- ......; �� / WATER / CHILLER PIL "4 Y - BA , UEf T i ..--......... _:...:..__._......=.,— ---- IzY•�z" HW U j ._.._......_.. P _ ..._. /2h I CW Z C) ,; 7 :.-�..........................................::.-_--......_._... .................. - _ ._— 1 HW r :-:.:................ -_-�' � - f. ....................P7 ......... .................... XIST T CW S 1�T:: HW 3E�3xi10 0 a � i _ L� KERY EE ( BN<E 1 E I�j :. .:t 1=.: 1:::: 1.., C::. i•�'C _._.- X"Hw I �I�fi •' ;h}�,,{i.��,� _ . �,...... H.B. I —. _.f - _ — - t Gl - 2 _I _ P - 1 5 P' 4a I, i I WOMEN--1 i — 10 I I NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. �00 00 64 a V OO z d' r•-•� � A-�1 � � w a J LU V � �a- .vw Q U �UO at V� BRANDT ENGINEERING, INC. na r o N O O a Q ;K o a � C m PHONE: (8041794-6656 g FAX: (804)794-8588 EMAIL: cadd®beiNc.com FL Certificate of Authority # 26689, Expiration Date: 2128121. JOHN S. PARKER - MECHANICAL LICENSE #63481, EXPIRATION DATE: 212812021 rn 0 Z LV M > Uj Z w LL.I J v 0 CY) OF- U w 0 a C.0 W W Q cQ G 0- LIJC r O X Om U_j X Uj m z W ^^ L�1� a w O M U 0 M LO d" CN Z 0 G 0 U O LU c N o O � o� J J W J m J J� zm6w LLJI 3 =) a CL 1- N J F_ F- w w 2 S. •• _ No 63481 ; * L!! _ STATE OF ' F � s% C P �.% O 10 i R � ,as% • ..... ``� rn 0 N J N 1- m co N J W po � O rrrii� w O F- CU °O -LIJ N LU o O Z o c () 0 a WATER AND GAS PLUMBING RENOVATION PLAN 0 2' 4' 8' 16' SCALE: 1 /8"=1 '-0" P1 REC VED A $ 2019 Cis-2 Z CO-2 r--- {�, U , 2-1250 (;AI._L..ON vRE_ ASI TFRAPS is I. I - - ..-- ....!............ 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L EXIT ( I EXIST h i `\ I - 1 _-_ -__.� _ w ____. __.__ __ — — _- _._...._ ___ -- 1-- _- _ _ _ _ __ _ ._ _---- _ ._ ___. _ ___ I k}- _. __._ _-_ - _ __ _ _ _ _ . ___ _ L _._ _ -_ _._._ _.__ -_ _ - — __ _ _- — ! _..__ -- = LX B�>1 0 1 - --#- i-t_X�>CO I'--'- - (J i F _ - - � �_. J ( I I °_..__................... _ ......_...__.......... 1 - F u I OR DRAT N EE DRAIN SCHEDULEE� HERE ...... L 1: Uj LIJ N , S W I= L ~ co LLZ " WIC - � I I � SUBSTITUTE WITH �FLO S [E In w i m rs m UJ I c% Ln n C� ,1 F.F.E. 113.00' _, ! c� C 1' ! APPLICABLE. � ( a I I ' . S cc cJ_ Qr 1 rn W `�'' BASED STRUCTURAL DOCUMENT S-1 w 1.T I _ 1 x x f ! J ,...... I:I:1 LY_J I F._. ! O LL n W DATED 01 10 2008 --• -- --' _ w: (n e I 1 IF NEW VTR S ARE WITHIN 10 FROM ANY O.A. INTAKE EXTEND I. I ! w o L` L,..I o - j • J PERIM TER DALES -~ i I ' I _ ,r rx, I..t.1 ... ... p ! - �^ / w ' ' � � 1 TWO FEET HIGHER OR RELOCATE. I m 1 Ld C) u CD-1 c c CD 1 3" W CO-1 — ,' - j w = ALL EXISTING INFORMATION NOTED ON PLANS BASED ON 3" W _ [_-_ " ,_', L 1 ! 1 I EXISTING DOCUMENTS, DATED ON 01 10 2008 AND VISUAL SITE I CD-1 I ! 311 CD-1 W _ ~� ! 11 I INSPECTION. - w' w. x — ____ _ — .,__ - W 1, s ( = 2 1.-U L,� . 2 z -11AK, I j I I TO COORDINATEaWORKEWITDH RG.C. AND ST OREI� 0 ALLOW AREAS I ! K � .�,, U) LLJ :.�, LLJ ,; .V f..LJ !------- x 2. � 4 C - ' • 1 Ld � L.> ! !L,J d s (.' ,._.1.11., �:.. I_L, 7) t ,......__..........__.............._.._..................._....._...__............._.............. �0 4 OF WORK AND STORE TO REMAIN OPEN. (r CL l.Y.; , I}' S, '~ '_0 W i C_. (T.i - _ ram' `� : ��X� / I � � t' a, I ! I� (p Lt,1 j � (n t p � I 11 (p' C) U.I ,;,) LL! � � ( I �,, ���J , J�� = UTILITY SINKS WASTE ROUGH IN AT 8" ABOVE FINISHED ' L� <r. t- LIJ CJ x x W I_L1 .. LAJ (r ' D D S " ` `� �, FLOOR. HOT AND COLD WATER ROUGH IN 12" ABOVE FINISHE FLOOR. SEE SINK DETAILS ON DRAWINGS. ALL RISERS FROM I I I. I ----- .. ( ,<<,,' D-t �� I STOP AND SINK FITTINGS TO BE 1/2" HARD COPPER. CD-1 3 W i �x,�,.c. b y i --- _._ �� a - '� NEW MATERIALS EXPOSED IN PLENUMS SHALL BE Co-1 �� �. I I I 3'�. I C.._._' __ REFL.i1 BI>H B.ISH----_.� '�' ���` I NON-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF I ! ! ! •:- �\Q,:,, V) cxIL�T I :xlCT �,, , I NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT `)' L0y1I - W I FLX-B-SCUP FLX..B...S- .- . 1 r '._.._-. I I - I , 4 �b I MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM 84. f (.t.J r ! I::: L,J rn I-;._ =' aa; I ; �c 6'� - l•i'L I r = '� 21'-11 3/4" w {_ , z I � LL z Lt; �, o ,o i - --� i % ? �� , I IN AREAS REQUIRING FIXTURES TO BE REMOVED AND I _ (_J <ti r _ .. 1 I.I.. L C:> I r r) W ., 1rL'" I ,� CO 1 I LYJ CS? L.t.1 CU CO o-'-' m .. .. - - ---- - - ! 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CONNECT TRAP PRIMERS WHERE �, c> D 1 APPLICAB E (I) L\ Lzl I ..,.J t1 LC', li.l I fJ I `i- I ! = I I L _) • t ! . (r 1 I - (r o IV O I ---------- , , 4� I �� n-I_.......! ,au1 ; I ! O CONNECT NEW 3 WASTE PIPING INTO EXISTING WASTE PIPING CC ,..... !..t..! L._____...-..._ _.__.____.. ..___.____ ._ . I,_ ,._ - L L i , ,L � BELOW SLAB AS INDICATED. I -. I i X U.J LIJ Co-t ')) LJ_ !'C) ---- -----i Li, rs ! CC a - ``` ERAGE CENTER INDIRECT TO NEW CD-2 11= ! I CO I I _ BEVERAGE I IIW I _.__..., i OAS REQUIREDASTE FROM BEW .... _ . 8! z ......J CO 4 s I I j I I ! i 3,1 I I i t `) Q CENTER I I I O 3 2 EXTEND/MODIFY 6" PVC SYRUP CHASE BELOW FLOOR TO BENEATH �. W ,.� I , -'}3rr „ -_ I I 0 , 6 1 4'-7" -/ , . I —� P4 1 O U. � m I (,., L) NEW BEVERAGE CENTER CABINET AS INDICATED. 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IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. �� �N OO U 4-' M O", C', U � °' a) 1� 1 1 , l �� � � t- a� �� Z� O O • o �� ,—,Oars.l�w .a "0 a� OetQ �a CL 6 g J Q •� .mow 0 V (% Q v U Z � W C V� BRANDT ENGINEERING, INC. - N CD A O M N r- O a a � o o Cn m PHONE: (8041794-6656 0 FAX: 804 794-85 1 88 EMAIL: cadd®beinc.com FL Certi cate o Authori # .� f t3' 26689 Ex iration Date: 2128 21 p / JOIN S. PARKER - MECHANICAL LICENSE #63481, EXPIRATION DATE: 212812021 ................. am N C`NM z W w Z ~ C4 0 W J � m U) 0 a C3 .a W �_ w i W a G W r OM 0 CM X U_j X W J m0 M 0� z I- — w W n� p U M �+ O z O Q O z LU ce z_ W 7 D _J W \I / ce F- 1-� z W 0m _ ^� d. CL 1..� � N C0 \\\\NX\ III // // *: * ; No 63481 '� * W- •��C/ T STATE OF •• 0 ..;� 9RIDP.•••.���� ` \`/; ��'/S��INIA�`���/(�o /I rn N J N 2 m cnCn �� � J W W &Q z O Nm R TV V X U 70 m Cc N O Z O H- 0 0 g G Q a 9 -1 U I P2.. REC ED 2 8 2019 Hawkins Construction, Inc. PLUMBING FIXTURE SCHEDULE AMERICAN STANDARD SERVICE CONNECTIONS MARK FIXTURE OR AS NOTED SUPPLIED REMARKS TRAP/DRAIN CW HW ELEC. VOLT, DESCRIPTION B P CONNECTION /PHASE ZURN ZW3870XLT MIXING VALVE SET AT 110' K-1728-0 KOHLER;FAUCET:SLOAN EFX-250.503.0010, SGL. SINK & HARDWARE PROVIDE TRAP HOLE DECK MTD, BATPWR, HANDS FREE W/1.0 GPM AERATOR 1-1/4" 1/2" 1/2„ _______ BY PLUMBER. WRAP BY TRUBRO P-4a LAV - LAVATORY SET FAUCET TO 10SECOND DISPENSE TIME,AND DECK PLATE OR EQUAL TO 240.627.21.1, 327-X GRIDS TRAINER, ZURN Z1021WATER INCLUDE COVERAGE SAVER TRAP PRIMER, COPPER RISER STOPS. OF SUPPLIES, STOPS, AND PRIMER TUBE WHERE APPLICABLE MODEL: ELKAY CHS1716LRS4 18 GA. TYPE 304 S.S. 16-3/4151/2 FAUCET: WALL/BACKSPLASH MOUNT, 4" C/C, W/4" -WALL MTD. WRIST ACTION HANDLES, SWIVEL GOOSENECK W/1.0 -MIXING VALVE• GPM AERATOR T&S BRASS B-2459 ZURN P-7 HAND -SINK OR 1-1/2" 1/2" 1/2" ------- PLUMBER ZW3870XLT CHICAGO •W4W-GN2AE35-317ABCP REFER TO OR DETAIL*8 FISHER DRAWING P4.1 DRAIN ELKAY LK-8, 17 GA C.P.C.B. P-TRAP W/C.O., ANGLE STOPS. MODEL: STAINLESS STEEL SINK, FURNISHED BY PUBLIX AND INSTALLED BY PLUMBER, W/2.2 GPM AERATOR FAUCET: WALL MOUNT BASE FAUCET ASSEMBLY, 8" C/C. REFER TO DETAILS ON P-4.1. T&S BRASS 002832-40 W/ B156ADF SINK BY PUBLIX -FLOOR & WALL MTD. OR HARDWARE -SEE APPROPRIATE P-9 KS -SINK . CHICAGO 540 LDL12ABCP 1-1/2" 1/2" 1/2" ------- (FAUCETS,DRAINS, SINK DETAILS AND/ OR ETC.) BY PLUMBER OR ELEVATION FISHER +2200-CV WITH 2901-12 ADF DRAIN FISHER DrainKing WASTE VALVE •65676 W/VR FLAT STRAINER. THERE SHALL BE NO ALTERNATES TO FISHER DRAIN VALVE. RELOCATED EXISTING RELOCATED WITH NEW 17GA C.P.C.B TRAP HARDWARE ZURN ZW3870XLT P-10r S - SINK W/CLEANOUT, COP. RISER STOPS. ZURN ZW3870XLT 1-1/2" 1/2" 1/2" _______ (FAUCETS MIXING VALVE MIXING VALVE W/THERMO LIMIT STOP. EXISTING. DRAINS, SET AT 1100 ETC. BY PLUMBER) EXISTING RELOCATED HARDWARE ZURN ZW3870XLT P-11r RELOCATED S - SINK PVC TRAP, COPPER RISER STOPS, ZURN ZW3870XLT 1-1/2" 1/2" 1/2" ------- (FAUCETS EXISTING MIXING VALVE MIXING VALVE W/THERMO LIMIT STOP DRAINS, ETC. BY SET AT 110' PLUMBER) P-28 W.F. -WATER FILTER CUNO WATER FILTER SYSTEM, SEE DETAILS 1/P4.1 & _____ VARIES ----- ---__-- PLUMBER THROUGH SOURCE -WALL MTD. REFER TO 5/P4.1 FOR MODELS REFRIGERATION 1 DETAILS 5 ON P4.1 & PLUMBING NOTES (APPLY TO ALL SHEETS ): 1. VERIFY ALL DIMENSIONS. VERIFY DIMENSIONS OF PUBLIC REST ROOM LAVATORY FAUCETS SPREAD BEFORE ORDERING NEW FAUCETS. 2. MINIMUM SLOPE FOR SOIL & WASTE LINES SHALL BE: 2" OR SMALLER: Y" PER FOOT 3" OR LARGER: A" PER FOOT 3. COORDINATE WORK WITH ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS. 4. PROVIDE TRAP SEAL TO ALL NEW HUB DRAINS AND FLOOR DRAINS NOT RECEIVING CONDENSATE. 5. CONCRETE REPAIRS SHALL MEET MINIMUM OF STRUCTURAL/ARCHITECTS APPROVAL. 6. PROVIDE UNIONS AND STOP VALVES FOR ALL NEW WATER CONNECTIONS. 7. COORDINATE ALL DIMENSIONS WITH GENERAL CONTRACTOR FOR LOCATION OF EQUIPMENT, FIXTURE OPENINGS AND DRAINS. 8. CONTRACTOR SHALL REMOVE ALL SUPPORTING FACILITIES NO LONGER NEEDED OR MADE OBSOLETE BY NEW EQUIPMENT AND MATERIALS BEING FURNISHED UNDER THIS CONTRACT. 9. UNLESS OTHERWISE NOTED ALL MATERIALS AND EQUIPMENT SHOWN OR SPECIFIED TO BE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE HANDED OVER TO THE OWNER IN ITS ORIGINAL CONDITION FOR FURTHER DIRECTIVE. 10. CONTRACTOR SHALL DO ANY AND ALL CUTTING AND PATCHING REQUIRED FOR THIS SCOPE OF WORK RESTORING ALL SURFACES TO THEIR ORIGINAL CONDITION. COORDINATE WITH GENERAL CONTRACTOR. 11. ALTERATIONS TO ANY STRUCTURAL MEMBER, EITHER STEEL, CONCRETE OR WOOD, SHALL REQUIRE THE APPROVAL OF THE ARCHITECT/ENGINEER. 12. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS, AND VERIFY EXACT LOCATION, QUANTITY AND SIZE OF ALL EQUIPMENT, AND PIPES BEFORE SUBMITTING HIS BID. 13. WATER SUPPLY PIPING WHICH IS CUT OR MODIFIED SHALL BE INSTALLED FOR CONTINUOUS FLOW WITHOUT DEAD -ENDS. 14. SIZES FOR EXISTING PIPING ARE SHOWN FOR REFERENCE ONLY. 15. ALL EXISTING PLUMBING PIPING AND FIXTURES SHALL REMAIN UNLESS NOTED OTHERWISE. 16. NEW FIXTURES SHALL BE CONNECTED TO EXISTING AND/OR NEW DRAINS AND PIPING. PROVIDE NEW PIPING AS REQUIRED TO MEET CODE. 17. FURNISH STOPS ON ALL WATER SUPPLIES: CHROME PLATE ESCUTCHEONS AT ALL OPENINGS IN WALLS, OR FLOOR AND SUPPLY CHROME HOLE COVER. 18. TOP OF NEW HORIZONTAL UNDERGROUND DRAIN PIPE SHALL BE A MINIMUM OF TWELVE (12") INCHES BELOW FLOOR SLAB WHERE POSSIBLE. 19. WHERE PIPES ARE DISCONNECTED FOR THE RELOCATION OR ADDITION OF EQUIPMENT, THEY SHALL BE RECONNECTED AND MADE FULLY OPERATIONAL. 20. CHECK FINAL ARCHITECTURAL PLANS BEFORE ROUGHING -IN WATER, SOIL, AND WASTE LINES. 21. ALL NEW FLOOR DRAINS SHALL HAVE 4" DEEP SEAL TRAPS OR TRAP PRIMERS AS REQUIRED BY LOCAL CODE. 22. ALL NEW VTRS IN OUTSIDE WALLS SHALL HAVE OFFSET TOWARDS THE CENTER OF THE BUILDING 36" FOR BETTER FLASHING AND ROOFING INSTALLATION. 23 CONTRACTOR SHALL PROVIDE NEW TO EXISTING CONNECTIONS WITHIN 10'-0" OF LOCATION SHOWN AT NO ADDITIONAL COST TO OWNER. FLOOR DRAINS, CLEAN OUTS, ETC. SCHEDULE MARK DESCRIPTION SMITH ZURN PLASTIC ODDITIES PVC / ABS COMMENTS CD-1 4" CASE DRAIN, US PLASTICS 4X3 PVC REDUCER, CHARLOTTE 706-X P-TRAP """ """ --- SEE REFRIGERATED CASE DETAIL CD-2 6" CASE DRAIN, US PLASTICS 6X4 AND 4X3 REDUCERS, CHARLOTTE 706-X P-TRAP -__ --- --- SEE REFRIGERATED CASE DETAIL CO-3 FLOOR CLEAN OUT, NICKEL BRONZE VENEER, HEAVY DUTY 4031-NB ZN-1400-HD OR SEE FLUSH CLEANOUT DETAIL COVER OR STAINLESS STEEL, SEAMLESS QUARTZ FLOOR AREAS ZS-1400-HD PLUMBING LEGEND EXISTING SANITARY PIPING EXISTING • EXISTING CAPPED DRAIN CAPPED ND EXISTING TO BE REMOVED CD EXISTING CONDENSATE DRAIN - - - - - - - - EXISTING VENT PIPING IF- WALL CLEM-OUT EXISTING COLD WATER PIPING A/C ABOVE CEILING - - EXISTING HOT WATER PIPING BFP BACKFLOW PREVENTER - - - - EXISTING HOT WATER RETURN PIPING CD-X CONDENSATE DRAIN G EXISTING GAS PIPING CW COLD WATER S/W/GW CWV COMBINATION WASTE VENT SOIL/WASTE/GREASE WASTE PIPING D-X NEW FLOOR DRAIN CWV COMBINATION WASTE VENT FCW FILTERED CHILLED WATER CVS CIRCUIT VENT SYSTEM FS EXISTING FLOOR SINK COND CONDENSATE PIPING FS-X NEW FLOOR SINK G.C. GENERAL CONTRACTOR - - - - - - - - VENT PIPING GW GREASE WASTE cw HB HOSE BIBB COLD WATER PIPING HD EXISTING HUB DRAIN HW HOT WATER PIPING HW HOT WATER + POINT OF CONNECTION, NEW TO EXISTING HWR HOT WATER RETURN D CO-X CLEANOUT-EXISTING TP TRAP PRIMER E CO-X CLEANOUT-NEW V VENT Qc FS-X FLOOR SINK W WASTE LINE PDI "A" WCO WALL CLEAN -OUT Q WATER HAMMER ARRESTOR AFF. ABOVE FINISHED FLOOR dr4 BALL VALVE III UNION AFG. ABOVE FINISHED GRADE E PIPE CAP BFF. BELOW FINISHED GRADE FLOW ARROW P.C. PLUMBING CONTRACTOR ® FILTER SYSTEM E.C. ELECTRICAL CONTRACTOR INS IN LINE CHECK EAIP EXISTING ABANDONED IN PLACE ►� BALANCING VALVE WYE STRAINER NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IZ CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. M s .--I U 4.-1 M Q1 01 It CIO FF+1-1 n U ^^ 1� o w BRANDT ENGINEERING, INC. 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I �% Z *: •� 1* i =�'• �j12�11 1JU O % STATE OF ' AV z A I I � 0 . {1' t'i O 1 '����� BONA L � ��1% / 1 / 1 11111 rn N J m 12 A 1= m N = m g tr d00 Z N � I- U a 0 WW � 'V N W C U I, = d C GRAPHIC SCALE 4' 0 5' 10, 15' 20' 1 /8"=1'-0" G & P Engineering LLC P.O. Box 196725 Winter Springs, FL 32719-6725 (407)476-3031 Florida PE Lil�nse #67330 --S FIRE PROTECTION C.A. *29937 19 Y 6 1 M f E a S _ _FP-1.1 �I—JVE 1 wkirs� orl%Vuclft^ Inc. FIRE PROTECTION NOTES 1. FIRE PROTECTION DESIGN IS FOR PUBLIX 1245 "PUBLIX AT ZEPHYR COMMONS" ZEPHYRHILLS, FL. �--I 00 oo � 1" THREADED 2. THE FOLLOWING ARE APPLICABLE STANDARDS: M o., v. 1 TEE FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2017). �� " NFPA 13, 2013 EDITION, INSTALLATION OF SPRINKLER SYSTEMS. rA `p `p 1" PLUG a .b 3. THIS EXISTING SINGLE STORY CONCRETE BLOCK BUILDING WITH STEEL FRAMING, SUPPORTS s~ • DRY PENDENT GROCERY MERCANTILE OPERATIONS. THE BUILDING IS OPEN CONSTRUCTION AND HAS A LAY -IN N �� C I WRAP ENTIRE PENDENT W/ ACOUSTICAL TILES AND GYPSUM BOARD CEILINGS. SEE ARCHITECTURAL DRAWINGS FOR � 0 p.4 4-4 x'10 1 THERMAL MASTIC TAPE THE SECTIONS, HEIGHTS, ETC. THE BUILDING IS PROTECTED BY A WET -PIPE SPRINKLER SYSTEM WITH z z ' FULL LENGTH OF THE BARREL. DRY PENDENT DROPS TO COLD SECTIONS. o ; ; 1" ARMAFLEX INSULATION `;' o w OVER MASTIC TAPE. 4. OCCUPANCY: 1A z SALES/WORK/CANOPY - ORDINARY HAZARD GROUP 2 AT AN INCREASED DENSITY AS REQUIRED BY O W i i � 1Y4' MIN.- 2Y4" MAX HOLE EXTERIOR WALL PUBLIX. � IN CEILING PANE STORAGE/RECEIVING -ORDINARY HAZARD GROUP 2 AT AN INCREASED DENSITY AS REQUIRED BY _ °r° 1" GLOBE VALVE PUBLIX. L? SET AT 5'-0" A.F.F. LIJ OFFICE - LIGHT HAZARD. ~ GALVANIZED NIPPLE 1 I M GALVANIZED 450 ELBOW 5. WHERE HYDRAULIC CALCULATIONS ARE REQUIRED, USE THE FOLLOWING PUBLIX DENSITY Q SILICON SEAL FILL WITH AND AREA REQUIREMENTS: 0� TOP OF FOAM EXPANDABLE FOAM SMOOTH BORE CORROSION W 0 f RESISTANT OUTLET GIVING SALES/WORK/ 0.18 gpm/sq.ft. OVER THE MOST REMOTE 2,500sq.ft. V z 2-PIECE DEEP FLOW EQUIVALENT TO ONE CANOPY AREAS: MAX 130sq.ft. PER SPRINKLER. `� g ESCUTCHEON SPRINKLER �1 0 DRY PENDENT FINISHED FLOOR STORAGE/RECEIVING 0.25 gpm/sq.ft. OVER THE MOST REMOTE 3,000sq.ft. WITH NO O AREAS: IN -RACK SPRINKLERS AND A MAXIMUM STORAGE HEIGHT OF V VIKING OR RELIABLE DRY PENDENTS ONLY 12'-0". MAX 100sq.ft. PER SPRINKLER. FREEZER/COOLER SAME AS STORAGE/RECEIVING AREAS, EXCEPT DRY TYPE PENDENT SPRINKLER HEADS ARE USED. o M 6. ALL MATERIALS, FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, Z � > 2013 EDITION, PUBLIX STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. W J w o 7. ALL PIPING 1" THROUGH 2" SHALL BE SCHEDULE 40 STEEL PIPE. ALL PIPING 2Y2" THROUGH 6" 0 DRY PENDENT INSTALLATION DETAIL NTS $ EXISTING INSPECTOR'S TEST CONNECTION NTS 4 SHALL BE SCHEDULE 10 STEEL PIPE OR HEAVIER. WET PIPING SHALL BE BLACK STEEL. WHERE o a-, APPLICABLE. FIRE PROTECTION SPRINKLER LEGEND SYMBOL DESCRIPTION EXISTING PENDENT SPRINKLER TO REMAIN 1' EXISTING DRY PENDENT SPRINKLER TO REMAIN EXISTING UPRIGHT SPRINKLER TO REMAIN EXISTING UPRIGHT SPRINKLER ON SPRIG -UP TO REMAIN <� EXISTING SIDEWALL SPRINKLER TO REMAIN 0 EXISTING UPRIGHT SPRINKLER TO REMAIN NO NO ON NEW UPRIGHT SPRINKLER (ON SPRIG -UP IF NECESSARY) ON NEW PENDENT SPRINKLER OR RELOCATED PENDENT SPRINKLER &N NEW DRY PENDENT SPRINKLER (VIKING) - — — - EXISTING SPRINKLER PIPE TO REMAIN NEW SPRINKLER PIPE ® EXISTING WET SPRINKLER RISER ® EXISTING DRY SPRINKLER RISER C; EXISTING FIRE DEPARTMENT CONNECTION -E PLUGGED OUTLET ® PLUGGED OUTLET 8. LOCATION OF HORIZONTAL SPRINKLER PIPING RUNS SHALL MATCH EXISTING LOCATIONS. 9. FIRE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE ANY BIDDING, FABRICATION AND INSTALLATION HAS BEGUN. 10. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES THAT MAY BAR JOIST COME INTO CONFLICT BEFORE ANY INSTALLATION. 11. FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SPRINKLER F HEADS AND DROPS AS NECESSARY FOR DEMOLITION OF ANY KIND. U TOP BEAM CLAMP--"' -� SWIVEL HANGER RING 12. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL DIMENSIONS. - —� � 13. FIRE SPRINKLER CONTRACTOR SHALL VERIFY PLENUM SPACES FOR EXISTING SPRINKLERS. ~ PLENUM SPACES DURING SITE SURVEY WERE INACCESSIBLE. W L —i L 14. THE FOLLOWING ARE ACCEPTABLE SPRINKLER HEAD MATERIAL MANUFACTURERS: Q >- ----- ALL -THREAD RELIABLE ROD (LENGTHS TYCO¢ PIPE (SPECIFY SIZE VARY) CTAULIC a- & LENGTH) VIKINGLIJ SWIVEL HANGER "L M RING 15. SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED FIRE PROTECTION SIGNALS, SHALL BE CL M SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY, AUXILIARY, OR REMOTE STATION o M SYSTEM IN ACCORDANCE WITH NFPA. X x fn BRANCH LINE PIPE MAY HANG FROM THE BOTTOM OF w J 0° z 16. ALL PENETRATIONS THROUGH RATED WALLS TO BE PATCHED AS NECESSARY. a a STEEL. ALL CROSS MAIN PIPING SHALL HANG TO THE z o w TOP OF STEEL. M g 17. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO WHICH THEY ARE EXPOSED IN ACCORDANCE WITH NFPA 13, 2013 EDITION, SECTION 6.1.3. 18. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L. LISTED AND F.M. APPROVED. 19. FIRE SPRINKLER HEADS AND/OR ESCUTCHEONS THAT HAVE CORRODED SHALL BE REPLACED WITH NEW TO MATCH EXISTING. 20. PROVIDE AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. LEGEND NTS 7 TRAPEZE HANGER DETAIL NTS 3 21. ALL NEW SPRINKLER PIPING IS TO BE THE SAME SIZE AND TYPE AS EXISTING PIPING. 22. PATCH AND REPAIR ANY EXISTING WALL OR SOFFIT WHERE A SPRINKLER IS EITHER BEING RELOCATED OR REMOVED. THE WALL OR SOFFIT SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING CONDITIONS. J SHEET NOTES Q L NOTE: SCHEDULE 40 THREADABLE PIPE TO BE USED O RELOCATE THE EXISTING PENDENT SPRINKLER AND REPLACE N W BAR JOIST OR ~— TOP BEAM WITH NEW PENDENT AS SHOWN. V 1"ARM-OVER (LENGTHS VARY) BEAM CLAMP 2 INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH Cn z O W LINE/CROSS MAIN AND ADD NEW PENDENT SPRINKLERS AS 1" ELBOW 1" ELBOW ALL -THREAD SHOWN. � � Cf) ROD (LENGTHS LU RISE --- VARY) O RELOCATE THE EXISTING PENDENT SPRINKLER AND REPLACE 1" R �— RISE WITH NEW PENDENT AS SHOWN. ALSO ADD A NEW PENDENT AS NIPPLENEW 1" SPRINKLER DROP SHOWN. V Z EXISTING BRANCH O INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH O Z LINE LINE/CROSS MAIN AND ADD NEW UPRIGHT SPRINKLERS AS � o --- SWIVEL HANGER SHOWN. ACOUSTICAL CEILING RING V b W O RAISE THE EXISTING UPRIGHT SPRINKLER TO 1"- 12" BELOW (V M Wo LU O ALL -THREAD ROD SIZES FINISHED ROOF DECK OR MECHANICAL EQUIPMENT. REPLACE NEW PENDENT SPRINKLER �--- 0 O (TO MATCH EXISTING FOR PIPE UP TO 4" IN DIAMETER, %" ROD TO BE USED SPRINKLER IF REQUIRED. Q o i SPRINKLERS) FOR 6" & 8" DIAMETER PIPE, Y2" ROD TO BE USED � J � � O INSTALL A MECHANICAL TEE ONTO THE EXISTING BRANCH g w m J Uj W BRANCH LINE PIPE MAY HANG FROM THE BOTTOM OF LINE/CROSS MAIN AND ADD NEW UPRIGHT SPRINKLERS AS J - :1THIS DETAIL IS TO REPLACE EXISTING SPRINKLER HEADS WITH 's F m ¢ NEW SPRINKLER HEADS AT NEW LOCATION. STEEL. ALL CROSS MAIN PIPING SHALL HANG TO THE NEEDED UNDER REFRIGERATION PIPING. TOP OF STEEL. O co W U 7O REPLACE OR FIX LOOSE OR MISSING ESCUTCHEON. a' r- N C0 8O THE EXISTING UPRIGHT IS BLOCKED BY THE STRUCTURE. ♦������K �GNU�tz RELOCATE OR ADJUST SPRINKLER AS NEEDED. �♦♦��o���'c e ` O RELOCATE THE EXISTING UPRIGHT SPRINKLER AND REPLACE *o 67 33 WITH NEW UPRIGHT AS SHOWN. 8TATE OFF ;• �� PENDENT SPRINKLER RELOCATION DETAIL NTS 6 BAR JOIST/BEAM HANGER DETAIL NTS 2 10 MEAT & SEAFOOD WORKROOMS: REPLACE SPRINKLERS AND t��;:'��OR,OP:��?`` ESCUTCHEONS IN THESE AREAS TO WHITE POLYESTER �ii�a �oNA... ��������������� ��♦♦♦ COATED SPRINKLERS. THERE HAVE BEEN ISSUES WITH THE s CHROME SPRINKLERS AND ESCUTCHEONS RUSTING OVER STEEL PIPE HANGER LOCATION DETAIL PIPE SIZE A B C 1" 3'-0" MAX 12'-0" MAX 3" M I N 1 1 /4 " 4'-0" MAX 12'-0" MAX 3" M I N 1 1 /2 "- 8" 5'-0" MAX 15'-0" MAX 3" M I N TIME. 2-PIECE DEEP ESCUTCHEONS MAY BE NEEDED IN THESE AREAS DUE TO OBSTRUCTIONS AT THE CEILINGS. 11 RELOCATE THE EXISTING DRY PENDENT SPRINKLER AND REPLACE WITH NEW DRY PENDENT AS SHOWN. ALSO ADD A NEW DRY PENDENT AS SHOWN. a U GENERAL NOTE: • CLEAN ALL EXISTING SPRINKLERS FREE FROM DUST NOTE: SCHEDULE 40 THREADABLE PIPE TO BE USED A B BUILD-UP WHERE NEEDED. • PATCH OR FILL ANY HOLES IN THE FREEZER OR COOLER CEILINGS WITH APPROVED INSULATION WHERE EXISTING — SPRINKLERS ARE BEING RELOCATED OR ADDED. BRANCH LINE . NOT ALL PIPE WAS FIELD VERIFIED DURING THE SITE VISIT. $ NEW 1" SPRINKLER DROP THE FIRE SPRINKLER CONTRACTOR SHALL VERIFY PIPE IN NEW 1" ARM -OVER (LENGTHS VARY) .6 FILED DURING THEIR SITE VISIT. HANGER . COORDINATE WITH ALL CEILING FIXTURES, LIGHTS AND — NEW 1" ELBOW EVAPORATOR COILS. NEW 1" ELBOW —NEW 1"SPRINKLER DROP THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST . THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE HANGER ON THE LINE SHALL NOT EXCEED 36" FOR 1" PIPE, 48" FOR 1Y4" PIPE AS -BUILT DRAWINGS UPON COMPLETION OF WORK. W AND 60" FOR 1)/2" PIPE OR LARGER. THE CUMULATIVE HORIZONTAL LENGTH SUBMIT AS -BUILT DRAWINGS TO PUBLIX, ARCHITECT AND —NEW PENDENT OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR ENGINEER OF RECORD. � CEILING SPRINKLER HEAD SPRIG -UP SHALL NOT EXCEED 24 . UNSUPPORTED LENGTH WITH MAXIMUM PRESSURE EXCEEDING 100 PSI AND A BRANCH LINE ABOVE A CEILING SUPPLYING SPRINKLERS IN A PENDENT Mrl 0'1\A/ TI Ir ^r-11 161r% \Afl Ir\1 TI Ir AAAV1AI11AA [%TA-rl^ e%M rl r%%A/1\1/1 NEW SPRINKLER HEADS AT NEW LOCATION `vv PRESSURE, WHICHEVER IS GREATER AT THE SPRINKLER, APPLIED OTHER THAN THROUGH THE FIRE DEPARTMENT CONNECTION, EXCEEDS 100 PSI AND A BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT POSITION BELOW THE CEILING, THE HANGER ASSEMBLY SUPPORTING THE PIPE SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE OF A o TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. WHERE THE MAXIMUM STATIC OR FLOWING PRESSURE, WHICHEVER IS GREATER AT THE o U s N J N _I K w m a � w � J 0 O z M N 1b co N w co o CO z 1 N w Co 3:U Q Uj Ix Q o U SPRINKLER, APPLIED OTHER THAN THROUGH THE FIRE DEPARTMENT CONNECTION, EXCEEDS 100 PSI AND A BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT POSITION BELOW THE CEILING, THE G & P Engineering LLC CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A P.O. Box 196725 FPM! Winter Springs, FL 32719-6725 SPRINKLER OR SPRINKLER DROP SHALL NOT EXCEED 12 IN. FOR STEEL PIPE. (407) 476-3031 ' ECE D Florida PE License #67330 FIRE PROTECTION C.A. #29937 019 PENDENT SPRINKLER RELOCATION DETAIL NTS 5 PIPE HANGER SCHEDULE NTS ENGINEERS in g 2 awkins Constructiotio n, Inc. w DEMOLITION NOTES: OHUMIDITY SENSOR TO BE REPLACED. SEE RENOVATION PLAN M1.1 FOR NEW WORK. OAIR DEVICE TO BE RELOCATED. REMOVE AIR DEVICE, CLEAN AND STORE ON SITE TO BE,REUSED. REMOVE DUCTWORK TO EXTENTS SHOWN HATCED. SEE RENOVATION PLAN MLI FOR NEW WORK. r 1 HVAC DEMOLITION PLAN MD1.1 0 2' 4' 8' 16' It � SCALE: 1 /8"=1 '—O" s NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. N 00 O O Q' v I BRANDT ENGINEERING, INC. 0 Co N O Q O Z � Q � J ' N � C m m PHONE: (804)794-6656 0 FAX: (804)794-8588 EMAIL: cadd®beiric.com FL Certificate of Authority # 26689, Expiration Date: 2128121. JOHN S. PARKER - MECHANICAL LICENSE #63481, EXPIRATION DATE: 212812021 m 0 M Z LU Z 1` N W � W rn J v o (n o LA a- CU C/) W svoo 1 o WA M X x ULL — W J mo z m= °- W W �o� U � M L qq- CV v- Z 0 0 U OC 1-- o _ It w m N o F- Q o oILL %< J J W m J zm } LLJ 3 Z) 00 a 00N z Q a. Z 0 H .J 0 2 W � U Q w C Z 0 * ' No 63481 •' =7O * W� �� STATE OF •• ��� i s•'•.FCORIDP`.•'�•��� ',SIONIA\;,�, 0 N J N m co co J W � W rn = cc a Z LU cM O N W N O ���yyy�JJJ C a 0 Ld U MD1 R EIVED AUG 2 8 2019 Hawkins Construction, Inc. 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II. .... .. . .... ......... ....... . ....... .... . .... .......... ..... ... ....... . .......... .......... .......... ....... .... ...... .......... ........ ....... . .... . ... ......... .......... ..... ... ....... ... . ... ... . ......... ......... ........ ..... ... ...... . ........ .......... . . ... ....... .... .... . ........ . ... I II .............. ..... . .. . ...... .......... ... .... . I-7- I. . .. . . .... . . .......... If .................... ......... ... ..... .......... .... . ... .......... ........... IIf 4 6 7 LEGEND ------- 04 I -WAY DIFFUSER, ARROW INDICATES AIR -FLOW DIRECTION RENOVATION NOTES: (_1�HVAC RENOVATION PLAN PROVIDE AND INSTALL NEW HUMIDITY SENSOR AND MOUNT WHERE SHOWN AS INDICATED ON 2-WAY DIFFUSER, ARROWS INDICATE AIR FLOW DIRECTION PLANS. 80 1 6' 11 m C� RECONIFIGURE EXISTING GREASE HOOD FIRE PROTECTION SYSTEM WITH NEW COOKING LINE I 0 I UP. VERIFY EXISTING SYSTEM COMPLIES WITH UL 300 STANDARDS. IF EXISTING SYSTEM SCALE: 1/8"=1'-0" 3-WAY DIFFUSER, ARROWS INDICATE AIR FLOW DIRECTION DOES NOT COMPLY, U REMENTS. ADJUST FIRE SUPPRESSION SYSTEM PIPING AND SYSTEM CAPACITIES AS SPECIFIED BY A LICENSED SUPPRESSION CONTRACTOR. Cf) 4-WAY DIFFUSER, AIR FLOW IN ALL DIRECTIONS LU RELOCATE EXISTING AIR DEVICE TO NEW LOCATION SHOWN. PROVIDE NEW 10, DUCT TO AIR DEVICE LOCATION AND EXISTING I0m0 DUCT. INDICATES 12XI2 DOOR GRILLE INDICATES CONDENSATE DRAIN. REFER TO DETAIL ON M2.1 0 AND PLUMBING DRAWINGS. m cc d (L z Cl) CA) 00 z E INDICATES SMOKE DETECTOR LU - w §2 -0 C14 LU CD 0 -I Lid ISTING NOTE: THIS DOCUMENT MAY __j_0 -------- HAVE BEEN ELECTRONICALLY (U.F.) VERIFY IN FIELD TRANSMITTED. IF UNSIGNED, IT IIIIA,7 CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD m 1 A U 8 2o 19 FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. Haw Construction, Inc. 10 N 00 c � i INC �10 ` I NOTE ALL FAN CURBS TO BE SUPPLIED BY PUBLIX � O , U FAN HOUSING OPENS 900 AND INSTALLED BY ROOFING CONTRACTOR "d 0 SEE FAN AND CURB SCHEDULE. O O `` -� LOCATE ELECTRICAL SERVICE AND HINGE ON SAME SIDE AS / BREATHER TUBE _ AIR FLOW DISCHARGE POINT OF GREASE HOOD EXHAUST FAN TYPICAL FAN -GRAVITY VENT 4 �` a r EXHAUST FAN v`���V... 1 SUPPLY ELECTRICAL GRAVI Y VENT w SERVICE THROUGH p 1 � THE FAN BREATHER TUBE 2 STEEL BANDING CENTERED ON 3 OVERLAP DURA DYNE INSTRUMENT TEST _ TYPICAL ALL. PORT UP-4 W/QUAD SEAL) r•+ Q 3 O.B.D. FASTEN AND SECURE SECTIONS OF FIRE WRAP I ACCESS PANEL OR DOO .� ° WITH WELDED INSULATION PINS SPEED CLIPS CURB SUPPLIED WITH HINGE AND OR %" STEAL BAND. PINS SHALL BE SPACED 6" APAR LOCKABLE HASP TO ALLOW V p FOR INSPECTION OF DUCT WORK z z Q z Z FAN TO CURB FASTENER 7 DOUBLE WRAP GREASE DUCT FROM GREASE � ,,, RE: STRUCTURAL 5 HOOD TO GREASE EXHAUST FAN, FOR A � _ O TOTAL OF 3" OF WRAP. STAGGER SEAMS I � w GREASE TRAP V FROM FIRST LAYER OF WRAP TO SECOND 18 GA. SHEET METAL CURB v TEMP Oj LAYER OF WRAP. PROVIDE 3" OVERLAP AS �� I EXTENSION 2 5 SNSR 7 SHOWN ON SEAMS OF SECOND LAYER OF WRAP. N 6 1 ao WIRE MESH GREASE DUCT FIRE WRAP BRANDT ENGINEERING, INC. USE SAME FASTENERS AND SPACING AS co SPEC'D IN STRUCTURAL DETAIL TO FASTEN CURB TO STEEL CHANNEL C o 6 ACOUSTICAL TILE D CT 18 GA. WELDED HEAVY I FACTORY CURB SUPPLIED BY PUBLIX > z DIPPED GALV. STL. AND INSTALLED BY ROOFING CONT. z CURB FIBER CANT STRIP BY ROOFING CONT. 1 RETURN AIR REGISTER DETAIL 2 A Y - I N DIFFUSER DETAIL _ DETAIL 0/M2.MOUNTING BUILT UP ROOF o N M2.1 N . T T. S S. FILLER PANEL M2.1 N . T • S. I RE: STRUCTURAL B FASTENER TO CHANNEL , O1 FOIL BACK FIBERGLAS INSULATION... WRAP COMPLETELY AROUND TRUNK PHONE: 18041794-6656 0 O FOIL BACK FIBERGLAS INSULATION... WRAP COMPLETELY AROUND TRUNK DUCT DROP AND GRILLE AS SHOWN... TAPE AND STAPLE PER SPECS AND STEEL CHANNEL FAX: 18041794-8588 DUCT DROP AND GRILLE AS SHOWN... TAPE AND STAPLE PER SPECS AND DUCT WRAPPING DETAIL RE: STRUCTURAL EMAIL: cadd0beiric.com - DUCT WRAPPING DETAIL ROOFING INSULATION O SEAL ALL SEAMS AROUND CONNECTION WITH GLASS-FAB AND MASTIC FL Certificate of Authority # O SEAL ALL SEAMS AROUND CONNECTION WITH GLASS-FAB AND MASTIC METAL DECKING O SEAL ALL DUCT JOINTS AND SEAMS AS PER WRAPPING DETAIL... RE: STRUCTURAL DETAIL 26689, Expiration Date: 2128121. O SEAL ALL DUCT JOINTS AND SEAMS AS PER WRAPPING DETAIL... PAINT SMOOTH AND FILL ALL PIN HOLES ON ALL CONNECTIONS GREASE HOOD STEEL ANGLE BETWEEN JOISTS JOIN S. PARKER - MECHANICAL PAINT SMOOTH AND FILL ALL PIN HOLES ON ALL CONNECTIONS O ALL DUCTS SHALL BE SUPPORTED IN AN APPROVED MANNER... REFER TO RE: STRUCTURAL DETAIL LICENSE #63481, O ALL DUCTS SHALL BE SUPPORTED IN AN APPROVED MANNER... REFER TO TABLE AND DETAIL EXPIPMTIONDATE: 212812021 TABLE AND DETAIL 3" FIRE BARRIER DUCT WRAP EXHAUST DUCT WORK ®� O FLEXIBLE DUCT, THERMOFIN A-300, ALUMINUM LINER WITH VAPOR o O5 FOUR (4) •8X1/2" SHEET METAL DRILL SCREWS AS MANUFACTURED BY BARRIER OVER FACTORYINSULATION SEE PLAN N DURO-DYNE IBM CODE NUMBER 1400-4 OR APPROVED EQUAL... TYPICAL I 4 N 0 T USED EACH POINT OF CONNECTION O6 LAY -IN TYPE CEILING DIFFUSER Q N GREASE DUCT FIRE PROOFING M2.1 z w > OO7 LAY -IN CEILING AND GRID N.T.S. U LZ J 04 6 LAY -IN CEILING AND GRID O M4" CPC TEMP ECHANICAL CONTRACTOR �FURNISHED BY PUBLIX, INSTALLED BY 3 TYPICAL GREASE FAN MOUNTING DETAIL 0 U' o p M2.1 N.T.S. o a " HOLES FOR — (8) •14 TEK SCREWS CANT -� STRIP 6" (2) TIE DOWNS EQUAL SPACED BUILT-UP ROOF ROOF CURB LOCATED - • PER LONG SIDE OF AC UNIT AND C (4) TIE DOWNS PER UNIT FURNISH AND INSTALL DUCT HANGER AT THE INSULATED DECKBY TO NOTES: C o ELBOW/HORIZONTAL DUCT CONNECTION FOR ROOF DECK CONTRACTOR. ROOFED ' — ' ALL FAN CURBS TO DUCT RISER SUPPORT. SECURE HANGER TO THE IN BY ROOFER. BE SUPPLIED BY PUBLIX. AC UNIT ROOF SUPPORT SYSTEM. U) SEE STRUCTURAL TYPICAL EXHAUST FAN o o GASKET AROUND PERIMETER ARCHITECTURAL FEATURE, REFER TO STEEL CHANNEL REFER ARCHITECT DRAWINGS FOR FURTHER TO STRUCTURAL w DRAWINGS FOR ATTACHMENT o WOOD NAILER INFORMATION TO THE BUILDING STRUCTURE. _ `' I 1" LONG #12-14 "SCOTS" HURRICANE CLIP DETAIL 14 GA. GALV. S.M. AC TIE DOWN CLI . — STEEL DECKINGOf SCREWS BY ITW BUILDEX OR DAMPER MOUNTED TIGHT TO THE TOP OF APPROVED EQUAL UI ENDS AND (8) 014 TEK SCREW PER CLIP TRANSITION, SHALL REMAIN ACCESSIBLE R/A DUCTWORK RUN ROOFING FELT 6" O.C. AROUND PERIMETER OF NOTE BELOW ANY ARCHITECTURAL FEATURES. (SEE PLAN) SECTION A - A Q CURB. (TYP.) — — � N.T.S. - UP TO CURB NAILER ATTACH ALL BRACKETS TO CURB SEE CURB MOUNTINGC PRIOR TO SETTING AC UNIT. CLIPS 114IE: DETAIL BACKDRART GRAVITY DAMPER AND SCREWS SUPPLIED BY AES. DUCT 1.DUCTS 24" AND LARGER 26 GAUGE GALVANIZED S.M. a I INSULATION SECURE INSULATION W/ 2" I Uj ��-0" WELDED STICK -PINS AT I = I I • o o • o 0 0 0 0~ M DAMPER TRAY BY MANUFACTURER! ROUND DUCT I /2 I ' 18" OC AND ADHESIVE _ 0" c2 REFER TO STRUCTURAL a ao FLASHING & COUNTER FLASHING = • O z (2) CLIPS RE: ARCHITECTURAL W ON BOTTOM I I _ (n oc M FIBER CANT STRIP PER LONG SIDE = 2.CUT INSULATION TO RECTANGLE TO DRAWINGS FOR SCREW O co BY ROOFING CONT. INSULATION AROUND ENTIRE CURB PERIMETER m `7'' PROPER LENGTH TO I CAULKING I _ _ _ _ ROUND TRANS. ® TYPE AND SPACING X V J REFER TO M-1.1 U_ HURRICANE CLIP SPACING DETAIL AC UNIT CURB AVOID COMPRESSION I 08 PAN HEAD r FOR SIZES o w J m Z BUILT UP ROOF FOR UNITS LCH-036 THRU LCH-210 `_' OF INSULATION I SCREWS AT ROOFING MATERIAL RE: ARCHITECTURAL o 3.SEAL ALL JOINTS AND I 12" O.C. I m 4 CANT STRIP AROUND PERIMETER RE: ARCH • a g DUCT SEAMS WITH GLASS-FAB I REF. CASE OR I z o w REFER TO STRUCTURAL DRAWINGS FOR CURB INSULATION AND FIRE RESISTANT MASTIC GONDOLA w o g MASTIC ATTACHMENT TO ROOF. OVAL DUCT I I REFRIGERATED SBEE STRUCTURAI_ U M I NOTES i STEEL GRADE ( FULL LENGTH COVER BY A/C I CASE s DRAWINGS FOR ATTACHMENT C-CHANNEL HEAD FASTENER CONTRACTOR, END CAPS BY ( TO THE BUILDING STRUCTURE. SEE STRUCT. DWGS GENERAL CONTRACTOR 9 FOR DETAILS STEEL x ANGLE x I I 7 TYP D U C T WRAPPING DETAIL I TOFF T AROUND LELEC.OAND REFRIG. AND T STEEL ANGLE BETWEEN JOISTS M2.1 N . T . S. I HAVE REMOVABLE ACCESS COVERS FOR EXHAUST DUCT WORK I I I EACH ELEC. J-BOX I ��REFER' TO STRUCTURAL SEE PLAN II I I SLOT COVER DETAIL I TYPEI AND SPACING 3 FOR EW l \ N.T.S. /on -----------� s TYPICAL FAN MOUNTING DETAIL 6 AC UNIT & CURB INSTALLATION DETAIL 10 ANCURB MOUNTING DETAIL M2.1 N ' T . S. M2.1 N . T . S. DUCT RISERS GREATER THAN 24 FT SHALL $ E C T I 0 N AT REF G . CASES M2.1 • HAVE RISER SUPPORTS AT 10 FT INTERVALS. M2.1 N . T . S. S FABRICATED S LATERAL RECTANGULAR TO ROUND TRANSITION LOCATE TRANSITION — — — — — — — — _ S-Ir•I'— Y lrlr S WITHIN THE FIRST TWO (2) FEET FROM THE TOP OF THE CASE IN STORES WITHOUT CEILINGS. / / \ \ 9 O T USE D A A I 26 GAUGE GALVANIZED S.M. I M2.1 2" I AVAILABILITY: R S Y2" I CV R 3"-a" DIAMETER R S�f'.I` Y .�-S RECTANGULAR V_ 450 OR 900 ,� A _,�. S TO ROUND R-LSA 23" DIA. & UP 3"-22" DIA CON TRANSITION I CAULKING I (R-7" FOR 4" DUL) ANY ANGLE ANY ANGLE TEE RISER W/O.B.D. RISER W/O.B.D I +8 PANHEAD ROUND DUCT DUCT WIDTH SUPPORTS I SCREWS AT I WELDED &CAULKED .� z ROUND DUCT ROUND DUCT 12" O.C. ALL AROUND TYP. FACTORY a DUCT TO 23" 10' CENTERS ( 1 X 1 X 1/8 L) / II DOUBLE WALL 0 MITERED 90° S 23%2" TO 26%2' 10' CENTERS (1 X 1 X 1/8 U L J Y-2 45° ELs J GONDOLA E OR I DUCT A LATERAL Y 27" TO 34/2" 10' CENTERS (1 X 1 X 1/8 U I I FLATNUT WASHER METAL STUD WALL, OR METAL FURRING cc S �" THREADED 35" TO 40" 6' CENTERS ( 1 X 1 X 1/8 L) �I NOTES: I USE ANGLE AS NOTED ON M-1 L 3" X 3" X %2' ON CONC. BLK. DOUBLE STUDS 8" O.C. G A ROD — — — — — — — — — — — — — — — — — - FULL LENGTH COVER BY A/C I BAR JOIST TO ACCOMODATE CREEP OF JOINTS OF 0 40/2TO 45" 5' CENTERS (1 1/4 X 1 1/4 X 1/8 L) I CONTRACTOR, END CAPS BY I AIR EXTRACTOR CONT. WEL 47" WIDE DUROCK AND ST. STL. PANELS V T S SUPPORT ANGLE 45 2 TO 52 4 2 CENTERS (1 2 X 1 2 X 1/8 L) GENERAL CONTRACTOR L4--0- S R-LSA �: r R Y r6l 2%2" TO 60" 4' CENTERS (1 2 X 1 2 X 1/8 L) ISLAND ORZ CASES I SHEET METAL SLOT COVER MUST BE CUT I MOUNTING FLANGE - FLAT FOR BOTTOM CHORD 'SEALED R/A PLENUM I I GOOD GASKET CONTACT. WELDED TEE S NOTE INSULATE DUCT HANGERS " AND UP 42" CENTERS (2 X 2 X 1/8 U TO FIT AROUND ELEC. AND REFRIG. AND N OVAL DUCT A x a a x A CON I HAVE REMOVABLE ACCESS COVERS FOR I AND CAULKED ALL AROUND o OVAL DUCT OVAL DUCT OVAL DUCT 4" AWAY FROM DUCT TO PREVENT R/A UNDER CASES I EACH ELEC. J-BOX I Y2'1 +2„ SWEATING OF THE HANGERS INSULATION SLOT COVER DETAIL�_VERT. STAINLESS STEEL PANELS 18 GA w NOTE: INDIVIDUAL FITTINGS ARE REQD.- MANIFOLDING SHALL NOT BE USED �%�'Ka ( I W/ %2" 900 RETURN BEND ON EACH SIDE c` i J 0'-0" — — — N.T.S.— — — — — — ONT. WELD \ / 47" O.C. ADHERE TO DUROCK W/FIRE RATED ADHESIVE. � N ¢ 12 ANGERS F 0 R 0 V A L DUCT ` / VERT. %2" DUROCK -47" O.C. CUT AND SPACE s I/2"8 ROD TO RECEIVE ST. STL. PANELS. O T. ' �" TYPE X G.W.B. Q ] v- Q 11 TYPICAL LU DUCT FITTING M2.1 13 14 DR M REGISTER DETAIL X J M2.1 I AT ISLAND PLAN DETAIL w M2.1 M2.1 N.T.S. �— HOOD HANGERS z _j U w � 2 F- > DUCT ROUND STRAP MAXIMUM No OF DUCT GRIPPLE WIRE MAXIMUM o co a w DIAMETER HANGERS HANGERS SPACING HANGER DIAMETER HANGER DIAMETER SPACING 6 a a- °ti° N c=n UP THRU 18" 8 GAUGE WIRE 1" x 22 GAUGE 12'-0" 1 `izE (IN.) „ - SPECIAL GREASE HOOD NOTES UP THRU 12 2 5/64 10-0 „ 1 LONG 10 19" THRU 24" 1/4" ALL TREAD ROD 1" x 22 GAUGE 12'-0" 1 6 4 ,'• : -' • • SHEET -METAL SCREW 14" THRU 24" °3 1/8" 10'-0" O R 25" THRU 36" 3/8" ALL TREAD ROD 1" x 20 GAUGE 12'-0" 1 26" THRU 48" 04 3/16" 10'-0" 1 HOOD FURNISHED BY PUBLIX, INSTALLED BY �` 1%2" X 1%2" GAL. 3 %2"A ROD CONTRACTOR. \.�,0 o STL. ANGL 2O ENTIRE HOOD TO BE 18 GA. STAINLESS STEEL, 430, * o 63481 * '_ 37 THRU 50 (2) 3/8 ALL TREAD ROD (2) 1 x 20 GAUGE 12-0 2 (1) ALL HANGERS MUST BE SECURELY ATTACHED TO A (8) 012 TEK SCREWS o � � o 0 10 SEE HOOD SCHEDULE FOR DIM. EXHAUST DUCT-16 GA. GALV. - STRUCTURAL MEMBER AND NOT TO THE ROOF DECK. (8) TIE DOWNS EQUAL SPACED o TACK WELD ALL WELDED BY CONTRACTOR KOOL LINE FINISH. 51" THRU 60" (2) 3/8" ALL TREAD ROD (2) 1" x 18 GAUGE 12'-0" 2 � - � PER LONG SIDE (16) TIE 2 18 GA ST.STL. CLOSURE O HOOD TO HAVE FIRE EXTINGUISHER SYSTEM AS W = 61" THRU 84" (2) 3/8" ALL TREAD ROD (2) 1" x 16 GAUGE 12'-0" 2 (2) CABLE SHALL BE MADE FROM ASI 316 ZINC DOWNS PER UNIT ' O •'. GALVANIZED STEEL. — 2 HR RATED GREASE PANEL -BY CONTRACTOR SPECIFIED WITH DEEP FRYER PROTECTION. HOOD ; .n STATE OF DUCT AND EXTINGUISHER SYSTEM SHALL BE IN COMPLIANCE (1) ALL HANGERS MUST BE SECURELY ATTACHED TO A STRUCTURAL MEMBER AND NOT TO THE ROOF DECK. FIRE DAMPER DUCT E E WRAP •.'`tORloP.. ' (3) THIS TABLE ASSUMES CONVENTIONAL WALL 1 7 9 z VARIES WITH N.F.P.A. BULLETINS NO. 17A & NO. 96 AND U.L.-300. a '�i (2) WIRE, RODS, AND STRAPS SHOULD BE MADE FROM GALVANIZED STEEL. THICKNESS AND JOINTS PLUS ONE LB/SQ FT 7 9 3 O ����/ONAL AC UNIT - 4 HOOD MUST BE HUNG LEVEL FOR PROPER GREASE //���Ii11�� I INSULATION. SEE SMACNA S DUCT CONSTRUCTION 8 N 3 I �� (3) THIS TABLE ASSUMES CONVENTIONAL WALL THICKNESS AND JOINTS PLUS ONE LB/SQ FT INSULATION. STANDARDS IF HEAVIER DUCTS ARE TO BE GASKET AROUND PERIMETER y11 xII /2 a ROD DRAINAGE. SEE SMACNA'S DUCT CONSTRUCTION STANDARDS IF HEAVIER DUCTS ARE TO BE INSTALLED. BOLT -NUT EXH ST (TYPICAL) REFER TO INSTALLED. 10 GA. GALV. S.M. AC TIE DOWN CLIP. DUCT SCHEDULE O HOOD AND DUCT SHALL BE WELDED CONSTRUCTION 8 EQUAL SPACED PER LONG SIDE, 16 16 GAUGE SCH WITH LIQUID TIGHT CONTINUOUS EXTERNAL WELD. _ )6" ALL _ CLIPS TOTAL O o HANGER STRAP ALL TREAD FLASHING &COUNTER FLASHING METAL SCREW GAL. PLATE _ o �� SUSP. GRID W/ O DUCT TO BE 1'-6" CLEAR OF ANY COMBUSTIBLE " BOLT, NUT AND WASHERS ROD RE: ARCHITECTURAL O 14 VINYL TILE AT MATERIALS. GRIPPLE CABLE WOOD NAILER 6 TYP. DELI KITCHEN O ALL SHEET METAL EDGES AND WELDS TO BE GROUND BAND OF SAME SIZE — INSULATION AROUND ENTIRE CURB PERIMETER " SMOOTH SO HOOD CAN BE CLEANED THOROUGHLY AND AS HANGER STRAP I AC UNIT CURB 8 FRONT AIR SUPPLY PLENUM SAFELY. L. LISTED BAFFLE TYPE ROOFING MATERIAL RE: ARCHITECTURAL 20" X 16" X 2" ST. STL. O PROVIDE S.S. NO. 430, 18 GA. SKIRT AROUND DUCT ON FLEX DUCT NUT AND WASHERS 20 0 GREASE EXTRACTOR FROM HOOD TO FINISH CEILING FOR BAKERY HOOD. 2" WIDE BAND M2.1 N ' 0 22 GA GALV. MTL. RETAINER OVER U.L. LISTED VAPOR ri5 HANGERS F 0 R R 0 U N D DUCT NOTES 1" MINERAL WOOL BATTS REINF. PROOF FLUORESCENT 9 STAINLESS STEEL WALL FINISH TO BE 48" SHEET m W/WIRE MESH OR EQUAL ON LUMINARE W/EDGES TURNED J¢" TO WRAP Xz" DUROCK BOARD m 1O THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED O %2" DUROCK ON" TYPE X G.W.B. ON M2.1 N. T . S. AND APPROVED BY U.L. MUST BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE. METAL STUDS OR FURRING. SEE N.F.P.A. 96. CUT TO 46 "WIDE. EXTEND PANELS FROM TOP OF BASE TO HOOD AND 4" CANT STRIP AROUND PERIMETER RE: ARCH c 2O FUSIBLE LINK (165°) PROVIDE BACK-TO-BACK TO CEILING AT SIDES OF HOOD. 2 STUDS AS REQUIRED 0 REFER TO STRUCTURAL DRAWINGS FOR CURB r�3 REFER TO SMACNA, NFPA 90A AND MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES. SILICON BEAD s ATTACHMENT TO ROOF. ALONG SEAL DAMPER � O CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WAIL OPENING ARE BASED ON O 1/8" PER FOOT OF WIDTH (OR HEIGHT) UNLESS OTHERWISE STATED IN THE ASSEMBLY. SILICON BEAD COORDINATE WITH CONTRACTOR THE PICTURE FRAME OPENINGS IN STUD FRAME RATED ALONG SEAL rn NOTE: TOTAL LENGTH OF FLEXIBLE WALLS PRIOR TO INSTALLATION DAMPER AND SLEEVE. O I N DUCT SHALL NOT EXCEED STAINLESS STEEL ON /2 DUROCK } 5% OF THE BRANCH RUN UDS CLEAN -OUT H R ER DAMPER I I O5 MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM ON OR METAI- FALL ON METAL ON CONC. BLK.) OR 10 FT. CLEARANCE OF SIX (6) INCHES BETWEEN DUCTS. 0 AT 16" O.C.-SEE DETAIL ABOVE. SEE N 2 FLEX DUCT I I O FIRE RATED WALL. REFER TO ARCHITECTURAL DRAWINGS FOR WAIL CONSTRUCTION AND RATING. FLOOR PLAN SPEC. WALL TREATMENT CONNECT DUCT TO SLEEVE USING I'M" APPROVED BREAKAWAY TYPE CONNECTION, NOTES FOR EXTENT. SST. STL. WALL J R z 1 X DIAMETER 04 I O OR A BREAKWAY STYLE TRANSVERSE JOINT AS TESTED AND APPROVED BY SMACNA. Q FINISH TO EXTEND 18 PAST HOOD EACH SIDE 0'-0" THE 18 GAUGE GALVANIZED STEEL SLEEVE SHALL EXTEND A MAXIMUM 6" BEYOND THE WALL. —�' f P.V.C. — — BREAKAWAY CONNECTIONS SHALL CONNECT TO THE DAMPER SLEEVE USING 010 SHEET METAL 1 w ca INSULATED SQUARE SCREWS SPACED (T OR (3) SCREWS PER SIDE FOR ROUND DUCT WITH DIAMETERS LESS THAN 22". 21 GREASE HOOD WITH FRONT 0 N T SUPPLY PLENUM E N U M TO ROUND ADAPTER ROUND DUCT GREATER THAN 22 DIAM. WILL REQUIRE (5) SCREWS.� w o FLEXIBLE 8O ACCESS DOOR OR PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND DUCT CONSTRUCTION STANDARDS REQUIRED AND LARGE ENOUGH TO USE TWO HANDS TO PERMIT M2.1 (F U R N . BY PUBLIX) SCALE: 1/2" = 1' - 0 " MAINTENANCE AND RESETTING OF THE DEVICES. PROVIDE TWO ACCESS DOORS IF NECESSARY. AT DELI KITCHEN y TO FLOOR DRAIN, HUB DRAIN N THE ACCESS DOOR LOCATION SHALL BE FREE OF OBSTRUCTION AND FULLY ACCESSIBLE. OR OUTSIDE O9 AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY g �, LAY -IN ALUMINUM CONNECTIONS AS LISTED ABOVE, AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE o o a DIFFUSER WITH OBD HUB DRAIN, FLOOR DRAIN, ALUMINUM LAY -IN THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTIONS. SEAI_ DUCTWORK AND a o ��-, ? oco OR DOWNSPOUT DIFFUSER WITH OBD INSULATE WHERE REQUIRED. ° w � z E o 10 PROVIDE 16 GAUGE STEEL RETAINING ANGLES WITH A MINIMUM %" X 11/2" LEGS. cc o N W FOR STUD WALLS THE ANGLE IS ATTACHED TO THE WAIL AND DAMPER FRAME USING NOTE: THIS DOCUMENT MAY a o #10 SHEET METAL SCREWS, TACK WELDED OR Y" BOLT AND NUT. USE Y" X 'X" HAVE BEEN ELECTRONICALLY SELF TAPPING CONCRETE SCREWS FOR MASONARY WALLS. SPACE SCREWS OR WELDS 16 AY -IN DIFFUSER68-�, TYPICAL CONDENSATE DRAIN619�AY-IN DIFFUSERrl_T�AC UNIT & CURB INSTALLATION DETAIL A MAXIMUM OF 6" ON CENTER AND MAXIMUM OF 2" FROM CORNERS. TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC M2,11 M2.1 L E X I B L E DUCT DETAIL M2.1 N. T . S. M2.1 M2.1 AC-1 N. T . S. * NOTE: NOT ALL DETAILS MAY BE APPLICABLE TO THIS REMODEL * RECORD. PUBLIC RECORD N.T.S. FILINGS REQUIRE SIGNED AND AUG 2 201g SEALED DOCUMENTS. Hawk' onstruction, Inc. - ---T - - - - - -- - - - - - -- - - --- EXISTING AIR CONDITIONING EQUIPMENT SCHEDULE BASIC UNIT COOLING COILS POWER H2O H2O W/O SUBCOOLING W SUBCOOLING BLOWER COMPRESSOR CONDENSER F.L.A EAT LAT EVAP LAT EVAP LAT SUB S.P. S.P. UNIT *MODEL TYPE CFM O/A CFM EXT. TOTAL 'F db/wb TOTAL MBH SENS. MB .F db/wb TOTAL MBH SENS. MBH 'F db/wb 'F db/wb HP RLA *COMP HP RLA *FANS HP RLA VOLTAGE MCA MOCP EER IPLV REFRIG. LBS. MISCELLANEOUS - _ � ( :ri Yi l(,0 >>.._.. r ,. { ::.. XJ .... ._, .. ( .. ,.. .. .. (.l Y✓ ((�y��/�_.� l 2 2.54 f./�.� :. r0.31Ei5,0 r.� 0.� .0 E Yt:c� 1i£ CA 1PS-050C 14200 4900 MAX1.60 ,� . AC-3 i vtilox {^C .7. .-. ROOF , OP ROOF .. 4,340 400 .. '0.75 a 1.08 �... ., ,;.,., r- ; 6..3/ 615 .-, � l l6„ i`, i3O .. ..� 54,3/53.0 1` 0 0.0 r 2.0 J.0 '� f � �.� !!A� %.YJ 1/3 ..j ,�� c� t^ Yl8 /.�/6 2 . 0 107 I10 i I O.,, i.8 r-� '{� 410L`! "� 1340 rp�^ 120S4 .4 t:i ... 5. i�. .. t.8 > Y rr1 J4 l.-.10 , : �, �.f� ...i% 0 '.s{,. k'1 0 75 Y.,•I.I � 0 %;♦ 11 i x >;7 ii., CJ �9 x.,.n J e ,�t ] 4 :..» ((��v �i .._nF e F'.: x.�i ., ..,.Y.3 �0 .a'a % _aCl "TsYi .. .i o i >t � 11 v '"d ��.• _ _ JJV' �1'; If'�- 91'r`, it ASra �� _ _ n .'.�. -._ 1....E -j 5 A. a x. Pi��...yi T _.. .;,. .-.... •v .. ROOF :[7 _ `le r TOP .)(.. .�C7rry0 ry^ ��pp . 00 Cp�� {q� 0.8 ( Loll 'x , ...i cc'' Q f ,'. C.:. ., .}17.3 t ")7 E': IG.., n , ^,'�,: '7 (1 .uf "' fa 'C'.; ��i ..F. ,%..� ...... .`d ..x� t i �. 6 2<O ('� lieYJ 'fa L� ._x.,.W ',7.fq ._.:. �`i ' !`� i, 3 "> ,! ...a"4 J. f'2 ( ��J ..e/V 1.0 7 ?? r" .ifi,' 3 �.v fj _..z,., -411 ,� '1 ... "4 .0 ; , r'?'a'.� � ""ti :" ^.� / �1 � i' // 4i lF / 4 ti i 0§ C9), -j.20S4 r'...6 W �NOx `n N r c , ^ t,P 3 0 34z,.�' "err 0 , 0 111 0 94.1 , ,.._ is. /515.ei 2. i z 9 . i 4. �.0 7 ,/ 3 7 ?8,°`3lCii 8Z c :. _ ,. ; $i. n ?Gi3�° ,� - r`� f 5.;�7;f L l L /4 L 090r + _ �'-D` 7 NOTES: 1. SHALL HAVE LIQUID SUBCOOLING COILS, MULTI CIRCUITED HEAT RECLAIM COILS, UNLOADING COMPRESSORS, MOTORIZED OUTSIDE AIR DAMPERS AND OTHER SPECIAL FEATURES REQUIRED BY PUBLIX. 2. SHALL HAVE DUAL COMPRESSORS. 3. WIRE SIZE FOR ALL LENNOX UNITS SHALL BE SUITABLE FOR AT LEAST 167' F. 4. THERMOSTATS, HUMIOISTATS AND OTHER EXTERNAL CONTROLS ARE PROVIDED BY PUBLIX AND INSTALLED BY ELECTRICAL CONTRACTOR. 5. ALL UNITS ARE CURB MOUNTED. CURBS ARE MANUFACTURED BY AES INDUSTRIES, INC. ALL CURBS ARE FURNISHED BY PUBLIX AND INSTALLED BY THE CONTRACTOR. 6. OUTSIDE AIR INTAKE SHALL BE INOPERABLE ON THIS UNIT, OUTSIDE AIR WILL BE INTRODUCED THROUGH ERV-1 AND DUCTED INTO THE RETURN AIR DUCTWORK.. 7. AC-6 SHALL HAVE AN ADDITIONAL CONTACTOR IN STARTER TO POWER ERV-1. 8• DISCONNECT AND STARTER FURNISHED BY AC EQUIPMENT SUPPLIER. 9• WITH HUMIDITROL OPTION W/ LENNOX HUMIDITY SENSOR 10. ALL A/C UNITS AND ROOF CURBS SHALL COMPLY WITH THE SEISMIC REQUIREMENTS AS PUBLISHED IN THE LOCAL BUILDING CODES. SEE AIR CONDITIONING NOTE 12 THIS PAGE FOR THE SEISMIC DESIGN CRITERIA. EXISTING FAN SCHEDULE UNIT MANUF. MODEL HP RPM MIN CFM MAX CFM EXT. STA SONES VOLTAGE COMMENTS LOCATION F-1 GREENHECK CUBE-180--10 1 ..__, 1145 2865 1,05 14.1 208/60l3 1 2 3 5 6 8 101214 15 17 GH-1 F-2 GREENHECK CUBE-141-7 ./4 1488 855 1705 1.00 11.4 208/60/3 i 26 8 1 12 ':� GH-2 F-3 GREENHECK G-095-0 1/8 1218 560 --- 0.25 5.7 120/60/1 2�4 5 6 7 I4 16STORAGE/RECEIVING F-4 GREENHECK CUBE-121-4 1/4 1330 1000 --- 0.73 11.3 120160/1 1 2_ 3 5� 6 1.2:14 17 RACK OVEN F-5 GREENHECK G-095-D 1/8 1484 500 --- 0.5 8.7 1.20/60/1 02 4 5 6 (DQ3X@@ SCULLERY F-6 GREENHECK CSP-A700 35OW 829 500 --- 0.375 0.6 115/60/1 4 14 16 19 20 BAKERY SF-1 GREENHECK RSF--90-5 1 1/2 991 600 1430 0.64 9.6 208/60/3 2 3 5 6� 7 <l 14 15 17 GH-1 SUPPLIED BY PUBLIX AND INSTALLED BY HVAC CONTRACTOR. 01 UP BLAST O7 DAMPER, GRAVITY OPERATED 1® UL 762 LISTED 1® SOLID STATE SPEED CONTROL Q2 BIRD SCREEN W1 DAMPERTRAY Q HIGH EFFICIENCY MOTOR 1 HINGE KIT Q3 BELT DRIVE ® SEE VENTED MOUNTING DETAIL CURB EXTENSION 1® PERMANENT ID TAG 1 REQUIRED FOR NON-FLORIDA STORES ® DIRECT DRIVE 9 SPECIAL ASSEMBLY CURB 1® W/ COMPLETE SPECS PROVIDE 3 PHASE MOTOR FOR VFD 1 INTERLOCK OPERATION WITH F-4 Q5 SWITCH- TOGGLE, @ GREASE TRAP W/ DRAIN CONNECTION OPERATION, FAN IS CONTROLLED VIA PROVIDE INLINE FAN W/NEMA 1 MOUNT FACTORY MOUNTEDD AND WIRED @ SAFETY GUARD MELINK'S VARIABLE HOOD EXHAUSTSYSTEM DISCONNECT SWITCH, TOGGLE, FACTORY MOUNTING AND WIRES © ROOF CURB, SEE SCHEDULE CONTROLLER EXISTING AIR DISTRIBUTION SCHEDULE- (OR PRIOR APPROVED EQUAL) MARK MANUF. MODEL MATERIAL FINISH MOUNTING CONNECTION COMMENTS CD-1 METAL AIRE 5700AS-6 ALALU .STYE WHITE LAY -IN FLEX W/ OBO CD-2 METAL AIRE r�000-6 ALUM. WHITE i_AY-IN FLEX W/ OBD AND SO, TO RD. ADAPTOR CD-3 METAL AIRE 5000-2 ALUM. WHITE SURF. MTD. FLEX W/ OBD AND SO. TO RO. ADAPTOR CO-4 METAL.. AIRE 3000 B-1 ALUM. WHITE SURF. MTD. FLEX W/ OBD CD-5 METAL AIRE 6675-12 ALUM, WHITE SURF. MTD. FLEX W/ BPI AND SIDE INLET CR METAL AIRE CC5-D ALUM. WHITE LAY -IN HARD W/OBD CG METAL AIRE CC-5 ALUM. WhiIrE LAY -IN HARD --- DG METAL AIRE DGDF ALUM. SATIN ACRYLIC DOOR --- DG/FO NAIL.OR-HART 6iDGD-FR STEEL PAINTED DOOR --- UL-GVZS RATING REGI l...INOAB RGS-3 STEEL SATIN ACRYLIC DUCT HARD ADJUSTABLE DAMPER REG METAL. AIRE VHD ALUM. SATIN ACRYLIC DUCT HARD W/OBD GR METAL AIRE Vil ALUM. SATIN ACRYLIC WALL HARD CR-2 METAL AIRE CC-54FB ALUM. SATIN ACRYLIC LAY -IN HARD W/ OBD AND FILTER EXISTING ENERGY RECOVERY UNIT SCHEDULE MARK ADMIN SERVES OFFICES GREENHECK MODEL NO. ERV-251H-20-B SUPPLY FAN TOTAL CFM 600 EXTERNAL S.P. 0.50 OUTSIDE AIR TEMP. (OB/WB/WINTER OB) 91.0/80.0/29.. SUPPLY AIR TEMP. (DB/WB/WINTER DB) 77.5/65.1/67. EFFICIENCY 83.37 RPM 1,100 BHP 0.15 MOTOR HP 2 VOLTAGE 115/l/60 EXHAUST FAN TOTAL CFM 750 EXTERNAL S.P. 0.75 INDOOR AIR TEMP. (DB/RH/WINTER DB) 75.0/507/72.0 EXHAUST AIR TEMP. (DB/WB/WINTER OB 86.7/73.4/50. EFFICIENCY 66.6 RPM 1,363 BHP 0.32 MOTOR HP 2 VOLTAGE 115/1/60 FILTERS 2' PLEATED UNIT WEIGHT (LBS.) 350 NOTES: 1. PROVIDE DUCT DETECTOR IN SUPPLY SIDE OF ENERGY RECOVERY UNIT. 2. PROVIDE 2' PLEATED FILTERS. 3. UNIT TO START VIA SECONDARY CONTACTOR IN AC-6 STARTER. 4. PROVIDE ROTATION SENSORS FOR WHEELS. 5. UNIT TO HAVE PERMACOTE FINISH. 11. PROVIDE A MOTORIZED OA DAMPER WITH 24 VOLT ACTUATOR. INTERLOCK DAMPER WITH MELINK HOOD EXHAUST SYSTEM. EXISTING FAN CURB SCHEDULE MARK DESCRIPTION ROOF CURB/WALL CAP MODEL NUMBER FRAME OPENING F 1 GH-1 EXHAUST FAN GPI-30-G16/VCE-30-G18 2'-3-Y2' X 2'-31/2' F-2 GH--2 EXHAUST FAN GPI-22-G16/VCE-22-G18 l'-7Y2' X 1'-71/z' F-3 STORAGE/RECEIVING TOILET GPI-17-GlG V-21/2' X 1'-2%2' F-4 RACK OVEN GPI-19-G16 1'-41/z' X V-4Y2' F-5 SCULLERY GPI-17-GIG 1'-2�' X 1'-21/2' F-6 BAKERY N/A N/A SF-1 GH-1 SUPPLY FAN GPI-26-G16 F-11Yz' X 1'--111/2' ERV AC-6 ENERGY RECOVERY VENT GPI-32/44-G16 2'-7* X 3'-7* PRE-FAB ROOF CURBS SUPPLIED BY PUBLIX & INSTALLED BY ROOFING CONTRACTOR. EXISTING VARIABLE VOLUME BOX SCHEDULE MARK METALAIRE 5008P CFM MINIMUM CFM. NOM. ST. PRESS.IN. LOCATION V-1 510 370 80 0.02 CASH ROOM V-2 510 370 80 0.02 GENERAL OFFICE V-3 510 360 80 0.02 AV TRAINING V-4 512 850 140 0.04 LOUNGE • SUPPLY ALL UNITS WITH 24VAC ACTUATORS POWER IS FROM EMS. • BOXES SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR. • BOXES SHALL BE MOUNTED WITHIN 2 FEET OF CEILING. • ALL VAV BOX MOTORS SHALL BE EQUIPPED WITH KMC MODEL MEP-5001 187MINUTE ACTUATOR A/C EQUIPMENT IS FURNISHED BY PUBLIX AND INSTALLED BY CONTRACTOR. EXISTING AC HEATING SCHEDULE FLORIDA STORES (BASED ON 29'F O.A. TEMPERATURE) (1) UNIT REQUIRED MBH H REF. RA DIFF. M H ELECTRIC HEAT KW/STAGES/RATED VOLTAGE EAT LAT POWER V/PH/HZ rRECLAIM ) .0, c.- <m4K! AC 5 93.9 - 93a9 30/%/240 66,6 35.' 208/3/60 NON-FLORIDA STORES (BASED ON 117 O.A. TEMPERATURE) (2) UNIT REQUIRED MBH • RECLAIM MBH REF. RACK DIFF. MBH GA HEAT KW/STAGES/ RATED VOLTAGE HEAT/ELEC. OUTPUT MBH EAT LAT POWER V/PH/HZ 362„( 2 J`, 3 1 8r.6 2012/ 40 t 8.3 : ,8 38 206/:3/60 AC-_ 525.E 284.0 223.3 320/-/-- 256 49.7 '�lx._ 208/3/60 AC-3 104.1 - - 104.1 30/2/240 76.9 68.2 84.3 208/3/60 AC_-4 123.8 - 1.23.8 30/2/240 76.9 57.8 77.7 208/3/60 a -5 105.8 105.8 .30/2/240 76.9 63.4 8-.8 208/3/60 -�. 6 - ,1.2 _ _ 7; .2 22 /" 4 ,°�. 2l2 0 �i 7.7 1.4 , o. `- 208/3/60 • HEATING REQUIREMENTS ARE BASED ON 11'F FOR ATLANTA DIVISION. • HEATING REQUIREMENTS ARE BASED ON 30'F FOR FLORIDA DIVISIONS. • HEATING LOAD BASED ON LAT OF 90% EXISTING HOOD SCHEDULE - 18 GAGE STAINLESS STEEL MARK GREENHECK MODEL SIZE L X W EXHAUST MAKE UP AIR UL CLASSIF(NO) �GX' AL. FILTER SIZE • LIGHTS HOOD TYPE MOUNT FURNISHED BY INSTALLED BY LOCATION REMARKS MIN. CF AX. CF S.P. DUCT MIN. CF AX. CF S.P. DUCT GH-1 GXEW-11.0-S ll'-0'x4'-0'x2'-0* 1145 2865 0.75 12 x 20 600 1430 0.14 (2) 24X4 YES (1) 20x2O + (7) 16x20 • YES GREASE WALL PUBLIX A/C CONTR. DELI DEPT, F-1, SF-1 GH-2 XEW-8.00-S 8'-O'x4'-3'x2'--O' 855 1705 0.59 12 x 12 -- - -- -- YES (6) 16x20 YES GREASE WALL PUBLIX A/C CONTR. DELI DEPT. -2 17 _T_ 1. KITCHEN HOOD GH-1 IS AN EXHAUST AND MAKE UP MODEL. MAKE UP AIR COMES FROM BACK WALL PLENUM SUPPLY AND THE ADJACENT SPACES. THE ADJACENT SPACES SUPPLIES EXCESS AIR INTRODUCED VIA THE AIR CONDITIONING UNITS. 2. KITCHEN HOOD GH-2 IS AN EXHAUST MODEL HOOD ONLY. MAKE UP AIR COMES FROM THE ADJACENT SPACES AND IS INTRODUCED VIA THE AIR CONDITIONING UNITS. 3. GH-2 HOOD SHALL HAVE STAINLESS STEEL BACK SPLASH PANEL. EXTENDING FULL LENGTH TO THE FLOOR. 4. GREASE HOOD FIRE SUPPRESSION SYSTEM IS UL-300 PRE-ENGINEERED. PIPING IS FACTORY INSTALLED; FINAL DROPS AND NOZZLES ARE FIELD INSTALLED BY CERTIFIED TECHNICIANS. 5. FIRE SUPPRESSION SYSTEM IS INTERLOCKED WITH THE FIRE ALARM SYSTEM TO SHUT DOWN POWER TO THE APPLIANCES, AIR CONDITIONING UNITS AND MAKE UP AIR FAN. 6. PROVIDE HIGH EFFICIENCY ALUMINUM FILTER (GX MODEL) FOR GH-1 AND GH-2. 7. PROVIDE 20 FOOT CANDLE LUMINARES FOR ALL HOODS EXCEPT IN ALABAMA SUPERMARKETS. HOODS PER ALABAMA SUPERMARKETS SHALL HAVE A MINIMUM OF 50 FOOT CANDLE LUMINARES. FLORIDA MECHANICAL CODE SECTION 403 / ASHRAE 62-2004 COMPLIANCE SPACE GROSS AREA SO. FT. NET OCCUPIABL AREA SO. FT. PEOPLE/ 1000 SO. FT. CFM/ PERSON REQUIRE O/A CFM ACTUAL O/A CFM SALES FLOOR 30518 27500 8 15 3300 6000 OFFICE AREA 2480 316 22 20 440 GOO BAKERY/DELI 5364 3510 8 15 420 1000 STORAGE 5045 3737 .15 CFM/SO.FT. - 560 600 TOTAL O/A 4420 8200 8. PROVIDE UTILITY CABINET FOR MELINK INTELLI-HOOD CONTROL SYSTEM ON THE RIGHT END OF GH-1. 9. GH-1 & GH-1 GREASE HOOD SYSTEMS SHALL BE MANAGED VIA THE MELINK CONTROLLER. SEE MELINK SHOP DRAWINGS FOR INTELLI-HOOD CONTROL SYSTEM'S INSTALLATION DETAILS. 10. PROVIDE MELINK MOUNTED CONTROLLER. SEE M-1 FOR MOUNTING LOCATION. DESIGN CONDITIONS OUTSIDE AIR ZONE CONDITIONS QUANTITY DB WB SALES AREA BAKERY/DELI STORAGE/RECEIVING ADMIN. OFFICES PHARMACY CFM 'F 'F DB; F DP; F DB,'F RH, % OB; F DP DB; F RH, % DB,'F RH, 8,125 91 77 74 55 75 55 76 53 75 55 72 48 AIR CONDITIONING NOTES 1. WORK THIS DRAWING WITH DRAWINGS MOLL THROUGH M3.1. 2. COORDINATE DIMENSIONS WITH GENERAL CONTRACTOR FOR LOCATION OF EQUIPMENT, OPENINGS, CONCRETE BASES, TEC. 3. COORDINATE HANGING OF OUTLETS AND EQUIPMENT WITH ACOUSTICAL TILE ELECTRICAL, FIRE PROTECTION, AND PLUMBING CONTRACTORS. 4. DUCT SIZES INDICATED ARE FOR FREE AREA. ELBOWS SHALL BE EITHER DOUBLE RADIUS OR MITRE WITH TURNING VANES. SEAL ALL JOINTS AND SEAMS AS INDICATED ON THE DETAILS. 5. CEILING DIFFUSERS, REGISTERS, GRILLES, ETC. ARE BASED ON METALAIRE MODELS OR AS INDICATED - SEE SCHEDULE. 6. ALL DUCT WORK IS SINGLE WALL GALVANIZED SHEET METAL EXCEPT WHERE INDICATED, ALL CONCEALED DUCT WORK IS INSULATED AS FOLLOWS 7. DUCT INSULATION 1.0' LB. DENSITY, R-6.06 AT A THICKNESS OF: (A) SUPPLY AIR (S/A) 2' (B) RETURN AIR (R/A) 2' 8. A/C SUPPLIER SHALL CHANGE ALL FILTERS EACH 60 DAYS FOR THE FIRST YEAR'S OPERATION. 9. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY THE AIR CONDITIONING CONTRACTOR. USE FIRELITE 0350RPL SMOKE DETECTORS, MOUNT IN SUPPLY AND RETURN DUCTS. DETECTORS IN THE RETURN AIR STREAM SHALL BE MOUNTED PRIOR TO MIXING WITH OUTSIDE AIR. SEE FIRE ALARM DRAWINGS FOR LOCATIONS OF REMOTE TEST BUTTONS. DETECTOR'S SENSING PROBE SHALL EXTEND THE FULL WIDTH OF THE DUCT'S LONGEST DIMENSION. 10. HURRICANE BRACKETS FOR A/C EQUIPMENT ARE PROVIDED WITH THE CURBS MANUFACTURED BY AES INDUSTRIES INC. AND INSTALLED BY THE CONTRACTOR. 11. SEISMIC BRACING. (WHERE REQUIRED) ALL HVAC DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL 'SHL-B' OF THE ANSI/SMACNA SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS DATED 1998, SECOND EDITION, AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. AND IN ACCORDANCE WITH THE LOCAL CODES. 12. SEISMIC DESIGN CRITERIA FOR ALL HVAC EQUIPMENT AND SUPPORT SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: (A) SEISMIC DESIGN CATEGORY 'C', (B) IBC, CH. 16 SEISMIC REQUIREMENTS FOR ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENT SEISMIC DESIGN, AND (C) ASCE/SEI 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AREAS OF HORIZONTAL RUNS BY TRADES ELECTRICAL: BOTTOM OF ROOF DECK TO 32 IN. BELOW ROOF DECK; WHERE EXPOSED IMMEDIATELY BENEATH ROOF DECK, PASSING BETWEEN STEEL JOISTS AND DECK WHERE POSSIBLE. REFRIGERATION: 32 IN. TO 36 IN. BELOW ROOF DECK; WHERE EXPOSED IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED 8 IN. ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING: WHERE EXPOSED HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED, SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND/OR PUBLIX REPRESENTATIVE. AIR CONDITIONING LEGEND GR. GRILLE D.G. DOOR GRILLE -OPENING TO BE CUT BY G.C. C.G. CEILING GRILLE REG. REGISTER C.R. CEILING REGISTER C.D. CEILING DIFFUSER O.A. OUTSIDE AIR R.A. RETURN AIR S.A. SUPPLY AIR CFM CUBIC FEET PER MINUTE FPM FEET PER MINUTE S.D. SPLITTER DAMPER O.B.D. OPPOSED BLADE DAMPER R.O. RAKE OFF-TITUS MODEL AG-45 I.D. IONIZATION DETECTORS - USED IN PLACE OF SMOKE DETECTORS R.D. RADIATION DAMPER-UL LISTED R.T.U. ROOF TOP UNIT F.D. FIRE DAMPER-UL LISTED 1�JHR. V.D. VOLUME DAMPER 54.4 SYSTEM AIR BALANCE AC UNITS O/A = 8,600 CFM + MAKE-UP AIR = 1,430 CFM - TOTAL EXHAUST = - 7,380 CFM NET POSITIVE _ + 2,650 CFM NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. 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ELECTRICAL LIGHTING DEMOLITION PLAN LEGEND ITEMS TO BE DEMOLISHED. C14 0 2' 4' 81 16' KEYED NOTES GENERAL NOTES SCALE: 1 /8"= 1 0" C� lOEXISTING TRACK TO BE DEMOLISHED. EXISTING CIRCUITS ARE 1. CONTRACTOR SHALL MAKE PRELIMINARY SITE VISIT AND TO BE RELOCATED. REFER TO DWG E1.1 FOR ADDITIONAL VERIFY THE MAGNITUDE AND SCOPE OF THE PROJECT INFORMATION. BEFORE BIDDING. O2 Uj D EXISTING TRACK TO BE DEMOLISHED. EXISTING CIRCUIT(S) ARE 2. CONTRACTOR SHALL DISCONNECT AND REMOVE ALL Cl) C0 ELECTRICAL EQUIPMENT, DEVICES, PANELBOARDS, AND TO BE REMOVED BACK TO SOURCE. LIGHTING FIXTURES AS INDICATED. LU 8 OEXISTING LIGHT FIXTURE(S) TO BE DEMOLISHED. EXISTING 3. ALL EGUIPMENT REMOVED SHALL NOT BE REUSED WITHOUT L CIRCUIT(S) ARE TO BE REWORKED SO THAT REMAINING LIGHTS ARE UNAFFECTED. WRITTEN APPROVAL FROM PUBLIX REPRESENTATIVE. O EXISTING TRACK TO BE DEMOLISHED. EXISTING CIRCUIT(S) ARE 4. ALL EOUIPMENT REMOVED SHALL BE TURNED OVER TO PUBLIX REPRESENTATIVE AND SHALL REMAIN PROPERTY OF TO BE REWORKED SO THAT REMAINING LIGHTS ARE UNAFFECTED. THE OWNER. z co < DISCONNECT EXISTING LIGHT SWITCH FOR RELOCATION. REFER 00 ��> 5. IT IS THE RESPONSIBILITY OF THE ELECTRICAL Uj — TO DWG EIA FOR NEW SWITCH LOCATION. Uj §2 CONTRACTOR TO IDENTIFY AND VERIFY ALL CIRCUITS ON 0 w a - SITE AND TO MAKE CHANGES ACCORDING TO THE NOTE: THIS DOCUMENT MAY ARCHITECTURAL DEMOLITION SCOPE OF WORK. HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD ED1.1 D 1Jj 7_t' 7T-1<FrdLFILINGS REQUIRE SIGNED AND ECEIVEDSEALED DOCUMENTS.AUG Hawkins Construction, Inc. LD'/ U ' | | ���] _ LU it EA P BRANDT ENGINEERING, INC. 00 PIZ cn PHONE: (804)794-6656 FAX: (8041794-8588 ' - EMAIL: cadd0beidc.com FL Certificate of Authority # 04 FF LU Cl) cn CL LU Lu o DELI DEPT CN cn Uj Uj RAKERY' OFFICE ...... ...... 17 LU LI ........... Uj Ci LLI (1) QUADRUPLE EXIST 6: CONSISTING OF Lu CASHIER Lu fY . . .... AV .............. . CASH LLJ FRI STOR ' ' " ' -j : L F-I 'EXIST ffj - u ' � ~ � ETNERAI WOIVIFIN� -I IL �pnw ..... .......... .......... �ECTRI ERDEMOLITIOUA .... ... ...... ....... .......... I I I I I i I .......... . ..... .......... .... .......... . .......... ...... . . ....... . .......... ... ..... .. ....... . .......... .......... .... ........... L .. . ...... ....... ... . .... ......... .... . ... 81 .. . ...... N ....... . ..... ........ ......... ...... .. ......... ......... .......... ......... .... .......... ....... . . . . ........ .. ... ... ... ... ..... . ..... .... ... ... ........ .......... .......... LEGEND 7 ITEMS TO BE DEMOLISHED/RELOCATED. CD � �����NE� R�R�ER�E �� �� RB4�AL EXISTING GENERAL NOTES CD ��v�«� �q� �lSCONNECT E�UlPMENT F�R REMOVAL�R2LOCATlON. E�I�TlNQ `�� ^" CIRCUITS ARE TO BE RELOCATED TO NEW EQUIPMENT LOCATION. ��NOU�TOR� TO BE RET#INED�REW�RNEO FOR lNSTALLATlON 0F 1 CONTRACTOR SHALL MAKE PRELIMINARY SITE VISIT AND NEW REFRIGERATED CASE. ^ �"" DISCONNECT CH���-STANU FOR REM�VAL. EXISTING CIRCUITS ARE REFER TO DWG. E2.1 FOR ADDITIONAL INFORMATION. VERIFY THE MAQNlTUDE #N� ��DPE OF THE P���ECT <�> TO BE RGL��ATEUNUSED INSERTS O FUR NEW �ELP �HE��OUT IN�T�LL#TlON. FILL DISCONNECT CAE ME. REMOVE CIRCUIT <��DlSCONNECT REFRIEMOV#L. EXISTING BEFORE BIDDING. FLOOR.WITH GROUT TO FINISH CIRCUITS TO BE REMOVE� �#�N T� THE NE�ME�T ET� �ASE ~ ��NOUCTOR� ANO ��NOUIT 8A�� T� THE ��URCE. ^ � CONTRACTOR SHALL DISCONNECT AND �EM�VG ALL MAINTAIN CIRCUIT CONTINUITY TO PORTIONS OF CIRCUITS THAT ^ � DISCONNECT EXISTING RECEPTACLE SERVING MERCHANDISERS #T ELECTRICAL EQUIPMENT, " DEVICES, P#NELBO�RO� AND � �� EN� �F CHE�� L�NE FOR REMOVAL. REMOVE CIRCUIT DISCONNECT EXISTING EQUIPMENT FOR REMOVAL. REMOVE ALL ARE ETR^ LIGHTING FIXTURES AS INDICATED. Ica C�NOU�TORS B�[N TO THE ��MVI�� PMNEL �^ EXISTING DEVICES INCLUDING WIRE AND CONDUIT BACK TO ^ CO EAR�L�IL��O�TWNINNEFGC�REFRIGERATED ECFF#LR�OI�E�RRRAN�UTDUlETDCOC�NOANN�EOE�UT�TO �R0M�EpTEMPORARILY EMP^ ���AA�RElL�Y H�MLOL�EBO E T�SOURCE^ <w� -L ALL EQUIPMENT REMOVED � SHALL L NOT TQUEMNREUSED � WITHOUT DISCONNECT OUT �l���NNE�T EXISTING RECEPTACLES AND SWITCH SERVING TTlNG^ EC SHALL DISCONNECT CASE. WRITTEN FROM `" �-° REPRESENTATIVE. DISCONNECT EQUIPMENT FOR POWER POLE RELOCATION. EXISTING RECONNECTION. EC TOLu EXISTING CCTV EQUIPMENT. RECEPTACLES AND SWITCH TO BE REMOVED. CCTV EQUIPMENT TO BE RELOCATED. EXISTING CIRCUIT AND RECEPCIRCUITED AND OPERENOVATION. 4^ ALL EQUIPMENT REM CIRCUITS TO BE REVISED AND RE -WORKED TO NEW LOCATION. POLE LOCATION. REFER TO DWG. E2~1 FOR ADDITIONAL PU8LI� REPRESENTATlVE #NO SH�LL REMAIN PROPERTY �F � ' REFER TO SHEET E2.1 FOR MORE INFORMATION. INFORMATION. THE OWNER. � / ��`� CONT�ACTOR 5HALL CDORUIN�TE WlTH PU8LIX IT EXISTING POWER POLE TO BE RELOCATED. CIRCUITS AND 5. IT IS THE RESPONSIBILITY OF THE ELECTRICAL � REPRESENTATIVE FOR RELOCATION OF C G. ��' RE�EPT��LES SERVIN� GQ NTlFY AND VERIFY ALL CIRCUITS ON � ' RE-W�RNGO T� NEW LOC#TION. CIRCUITS SERVING EQUIPMENT SITE AND TO MAKE CHANGES ACCORDING TGo � EXISTING EQUIPMENT TO BE RELOCATED. REFER TO SHEET E2.1 ARCHITECTURAL DEMOLITION SCOPE OF WORN. Uj FOR MORE INFORMATION. DRAWING E2.1 FOR MORE INFORMATION. � EXISTING RECEPTAD. EXISTING CIRCUIT TO EXISTING POWER POLE TO REMAIN. NOTE: THIS DOCUMENT MAY a. a 0 BE RELOCATED. REFINFORMATION. � ^��^ DISCONNECT EQUIPMENT FOR RELOCATION. REMOVE CONDUCTORS HAVE BEEN ELECTRONICALLY | DISCONNECT EXISTING PLUGMOLO FOR RELOCATION. PRESERVE `�� #ND C�NOUl� 8A�N TO THE SOURCE. EXISTING RECEPTACLE TO TRANSMITTED. IF UNSIGNED, IT ^°^ EXISTING CIRCUIT AND PLUG MOLD FOR RE -INSTALLATION. BE RELOCATED. REFER TO SHEET E2.1 FOR MORE INFORMATION. � � REFER TO SHEET E2.1 FOR MORE INFORMATION. ^ OlSCONNE�T 5ELF ��8> DISCONNECT EQUIPMENT FOR REMOVAL/RELOC AT ION. EXISTING RECORD. PUBLIC RECORD ^�> �NTAlNED REFRlGECIRCUITS ARE TO REMAIN FOR FUTURE USE. FILINGS REQUIRE SIGNED ANE EXISTING CONDUCTORS TO BE RET#lNED�REWOR�EO F�R INSTALLATION OF NEW EQUIPMENT. REFER TO SHEET E2.1 FOR SEALED DOCUMENTS. AUb2019 MORE INFORMATION. . . . . . . . . . . ............ . ........... . ..... .. . ... ... ......... ........ .. .. .. . . . . . . . . ............. ..... .............. . ..... . ..... ............ ....... ........................... ... ... ...... . . . ...... . .. . ............ . ...... . . ......................... . ............ ....... . ..... ....... ............. . . .... . . . . . . . . . . . . . . . . . . . . A. . . ...... . ... . ... . . . ......... ........ . . ...... . ........ .............. ..... ........... .. . .... . . . ...... . ... . ..................... ...... . ......... . . .. . . . .............. ....... ..... .......................... ................. ... ....... . ........ ........... DEPARTMENT SIGNAGE PROD 70-02 ............ . ..... ......... . . . . ............................ ........ . .............. . . . . .. . ............ .......... ...... . ........ ..... . .... . . . ............ ........ .. ................ . ....... ... ............. .... . ........................ ..... ............ ....... ...... ......... ......... . . ..... . .............. . ........... .......... . ---------- - -------- .. ............ ..... . ... . . ....... 019 D ........... .......... ... ........ . ........ ......... .......... ......... .......... .......... ......... ......... (1) GES208-3, (1) GES11-3, 019 (119 019 1119! 1 mg PHONE: 1804)794-6656 ­-�WITH '019' TRACK HEADS 3z j T7 T7 v FAX: 1804)794-8588 011 019 019 021 P1 019 D T7 T7 T7 ............ ........ ....... . ... ............. .......... LLM �L.c a dd@beiric.com Pl ............. . ......... . ......... FL Certificate of Authority # 1319 26689, Expiration Date: 2128121. (1) GES208-3, (1) GES212-3,J GES11-3, P1 Pi Pi P1 P1 Pi WITH 10191 TRACK HEADS (1) GES11-3, (1) GES21-3,1 Pl 021 R. KNTOX STACY - ELECTRICAL ............. "EAT DEPARTMENT::::... 1 191 TRACK HEADS�- ................ ........ LICENSE #63643, AGE T . . ........... FOR SEA01OOO DEPARTMENT SIG AGE.- E"IRATIONDATE: 212812021 .......... . . ........ .. . .... ...................................... GES11-3-12, .. . ......... . i ; I I . ASE 10211 TOIBE-141IM-E-D AT SUSHI C' -(D ACL- ................ .......... ........... (2) GES212-3, 021D 11121 GE.S12-" GES21-3, E - ------ . . . .... E WITH 10211 TRACK HEADS ........ ..... ........ ......... .......... .......... ........ ..... ...... ...... . ......... X Z LU 1 P021 LU TRACK LIGHTING BILL OF MATERIAL 021 D 021 p 1 F021 1 rG21 i r021 P1 Z F- Lu ............... .... 146 10 6 4 1 R _j PE :�Aj. ES LLJ Cn MARK/CAT. # MANUF. DESCRIPTION 131 QTy. 61-0- 31-0 -0 61-0 0 0 ... ............ ........... .... ......... ...... ..... 021 021 r 6 Pl/GES204-3 AMERLUX 4'-0- (1) CIRCUIT TRACK 21 9 Pl/GES208-3 AMERLUX 8'-0- (1) CIRCUIT TRACK f21 ........ . .... .. .. ... . .. 32 Pl/GES212-3 AMERLUX 112-4- (1) CIRCUIT TRACK I P1 Pi i \\P1 Pi Pi .. . . ...... ..... .. . ......... . ................ 17 GES1 1-3 AMERLUX END FEED (LIVE) 021 mrQ21 ...... .. . .. 3� (3) GE$212-3, C3 Pi 3 GES12-3 AMERLUX LIVE END FEED, REVERSE (1) GES11 3. G�S21-3, (1) GES204�3, (2) GE -3 7 .............. . ......... ... 102 (1) GESll:-�, (2) GE ................. ........... F WITH I'--TR" HEADS HEADS,/ 1 ACL-GES11-3-5 AMERLUX END FEED CURRENT LIMITER 5A WITH I ITRAC > 1 ACL-GES11-3-8 AMERLUX END FEED CURRENT LIMITER 8A ........... LU P 2 ACL-GES11-3-10 AMERLUX END FEED CURRENT LIMITER 10A ri P1 P1 1 P1 ..... ..... ,�-(3) GES212-3 .............. . WITH 102 'T DS ............ ... ................ . 02 D L 24 GES21-3 AMERLUX STRAIGHT CONNECTOR 166 MFR SUPPLIED AMERLUX 1/16" STAINLESS STEEL CABLE ............... .............. ................ P1321 1 121 mr021 166 MFR SUPPLIED AMERLUX CABLE GRIPPER P1 Pi P1 P1 (1) GES204-3, (3) GES21241 P P i-T ........ ............... (1) GES11-3, (3) GES21-:�,, I W W LED WHITE TRACK HEAD, WF (450),3000K, 90+ CRI, TN1, ................ . ... . .... . ... i 45 Q19 AMERLUX WITH 10211 TRACK HEA7�/ X � 11 SNOOT liol 8x!� 0 T a- CO LED WHITE TRACK HEAD, WF (36"), 3000K, 90+ CRI, TN 34 Q21 AMERLUX o - S NOOT l-3-10, ........ ......... ......... ;,'-131 GES 2m�3 ............... ................ .......... . ION WITH 4 .. . .......... (1) GE 9L .... .. ...... .. ............ REP) 1-3, 0 TRACK LIGHTING INSTALLATION NOTES -7 . . ............. ....... LL ADS TRACK LIGHTING TO BE SUSPENDED WITH 1/16 SS CABLE AND HARDWARE T EXISTING SIGNAGE SO THAT ................ .... . .. . W 019 SUPPLIED BY PUBLIX AND UNISTRUT (OR EQUAL) AT +14'-0" A.F.F. TO TOP OF Im Z z LU TRACK (UNLESS NOTED OTHERWISE). ......... ....... . .............. Ly 1z_ Uj [THE SIGN/GRAPHIC. .......... .... ................ ................ 19 FL .. ............. ..... ... ..... 8'TRACK TO BE SUSPENDED WITH 3 CABLES. ITTRACK TO BE SUSPENDED WITH 4 CABLES. ............... .............. .... ............... .......... ................ ACL-GES11-3-8, -3, .............. . ...... .. ............ . .. . .... ................ 4'TRACK TO BE SUSPENDED WITH 2 CABLES. (11 GE 271 -3 (3) GES212 19 -3 WITH 10191 S I INSTALL TRACK AND CABLES PER MANUFACTURER INSTRUCTIONS. .......... ............ ................ ...... ........ .... ......... ........... . ................ ............. ............ 9 .............................. ....................................... IMPORTANT: DEVIATION FROM TRACK LIGHTING LAYOUT SHALL BE ........................ T ............ ............ . .. ............. . ... . ......... APPROVED BY ARCHITECT AND/OR STORE DESIGN TEAM ONLY ...... .... 9 ................ .... . .... .... ........... . ..... 1019 71-r ................ . . ............. ................ ................ .... . ..... . ............ . . ......... ............... ..... ..... P1 019 ....... ....... .............. . . .......... .... . ..... . .. ....... i .. . .......... ................. ............... ..... . .. ...... . .......... . ... (1) GES204-3, ff G 11-0, 019 Cq, kC H BE SIGN IMED AT PHARP F 019 DE1 DEI., Pi ................. ............... ....... i ............. .. ......... . ...... ............ . ........... . . . .......... 019 2 r3, 1( WITH 101 nrl' K HE�)S LO (1) GE�, 1) 11-3 ........... AIMED ELI ....... ......... If ---- . ........ . ....... . . ....... ................ ............... .......... ................................. DEPARTMENT $IGNAGE ... .. ..... ......... ........ ......... ........ . .... .. .... ........ . ........ ... ....... . ........ .. . .. . . . . ... .... ...... C ................ .. ... X T, j x12 c(10), ��I f.... .... .. .......... . .......... L........... . ....... . ....... .... . ............... . ............... L ...... . . ....... . ........... . . . .............. W I i ........... .................. . ......... ............. . .. ! ................. . . ........... ...... . ......... 0 . . ... . ........ . . ..... . .... .. . ....... i LI L --- I I ................ . ....... . . .. ................................................................. L 6.T E U 0 !L AK� __j P CI-A,ECK-OUT I . ii <�>(g <� X3 (1) GES212-3, (1) GES11-3 P1 +-141 HARMAC� ....... ...... . .... . WITH '019' TRACK HEADS FOR EM-22 7-Ir 019 .. . ................ T C,4 T +121-01 Cr> ............................. i 4 x (10) P1 019 KER' .. . ....... ... . ............ 019 D . ..... IT B A DE W 019 ...... . ......... R Z E .. . ..... . ...... . ... .... . ......... . . . ..... ... ........... . ......... . . 1319 D E; 019 ............ . ............................... .... ....... . . ...... .... LU <2 >i STAJ ljS K L do z ...... ......... ......... .. .......... ...... . .. ....... ..... . . . . .. LLJ ..... .......... ......... ......... ......... ......... ...... ....... ... . ... . . . .. ..... ... . .... . . U_ ..... . ... ......... ... ...... ........ ......... . . . . . . . . . . . ....... .......... WITH TRACK HEADi� _j P AIMEP LADE SIGk Lu 2 Pi C N 019D .. .... .... .... .. "11, (1) GEOJ,64-3. (1) GEb -3/ Lu ...... ........ . ........... . . ........ ...... .." 0 Vl�j Cn ...... . ......... .................... ... ... .. .. . . . ............ .......... ...................... ..................... ................ ................................... ............ a L4 0 71 LL, ;;iJ;1ES20463jU)_ ... ....... 0 LLJ (1 GES212-3, q) IJES11-3. L co LU N'tW _�NJWEL4 WITH 102f'-TRACK HEP . . ............ CO P1 a- H I R wim fv -MM-TRA -HEAUS- S] A 10 N I (1) GES208-3, (1) GES11-3, BLADE SIGN P 019 CK AIMED AT PUBLIX dMPHIC 021 Av ........... ... ......... .. .... .. .. . ................... CASi WITH (2) 10191 TRACK HEADS ...................... . ...... \0 S IGN & (2) 113191 1019 C, ...... AIM . .. . .................. . .......... . . . . . . . . . . . . ...... . ......... f................ 11119 ............ . . ......................................... ....... .......... ......... ........ ............ I4063643 -4- ...... .... .. .............. ---- .. . . ...... .. . ..... . ....... ................... . ... . .............. ...... .......... ... ............................. ....... ........... ....... . ................... ...... .......... ........ . ..... ............. . . .... ........ . . .. . . . . . ...... .... 106 W .............. ............. c-T 0 R - - - LU Z: .. . ....... . ..... .......... ................................ r +48 .............. . . 11 . ..... . ..... 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B ........... ..... .... . ............. ......... . .. . .... ..... ... ... .............. .............. ................... ................... ................... ......... ................... ................... . .......... ................. ....... ......... .. .. ............... .................. ................... . ....... . .... . ............. ........ . .................... ............. ... . .............. ................... ............ . .. . ............... ...... ................... ................... .......... ............... ........... . . .. .... . . .... . .......... ..... .................... ... . .......... ..... . ........... ......... .. .................. - - ---------- .... ........ ........... . ....... .............. . ......... ................. ................ ...... ...... ............... . ...... . ................................ .......... .. . .......... . ...... . ............... ... ........... ................. ....... ... ................. ....................................... .............................. . ................................................ . ..... . .. ... .. .. ........ ........ . ............... ............... ... . .......... ........ ..................... ............ ..... ........ ....................... ........... .............. ................................. ............ ........ . ...... .. . . ............ . . ... ................. ......... . .... . t ............................ .............. . . .......... . ... .......... .............. -RAININ i C-EIEPAL . . . ....... .... . . ....... ................... F M .)4 103� WOME . ............ .......... .......... ... ...... .......... .......... ... ......... ...... ..... .. . . .. ......... .. ..... .... .... ......... ...... .... . . .. ... ...... .......... .......... .... . .... ......... ......... ......... .... . .............. ''I'll. I I . -- - ------- . . .... ....... . . . .......... .. ... ......... ......... . ........ . . .. . . . . .... ........ . .. . ........ .... . ......... ....... .. ..... ................. ........... ...... .......... ..... ......... ......... ............... .......... El F f+151 AF - ---------- - Z�� + 51 AFF Ell Ell �-+15' AFF . .......... . .................. .............. - - - - - ---------- - ------ ....... ..... ...... .. . ....... . . . . . .............. .......... ...... ........ ------- -- . . . ........ ... . .......................... . --- ........... . ....... . ...... . ........ ..... .......... . . . . . . . . . .............. ... . . ...... ........... .... ......... . . - - - - ­­- . . .. .. .......... . .................................. ............. .... . . . ..... ....... ............ .......... ...... . ................. N ......... ... ...... . ... .... ..... .......... .......... . . ........................... ....................................................................................... ............... .............................................................................................................. ............. ........................ ............................. ................................................................. .................................. ..................... . ........ ..... . .... .............. ............. . ..... ......... . ........ ............................. ............ ..................... ................. ..... ....... .................. ......................... .. . .............. ...... ........ ............ . . ....... ................ . . ELECTRICAL LIGHTING PLAN 0 2' 4' 8' 16' 11 KEYED NOTES GENERAL NOTES: C" SCALE: EXISTING EXIT SIGN SHOWN FOR REFERENCE ONLY. A. EXISTING CIRCUITING IS NOT SHOWN EXCEPT FOR CLARITY. NEW - ---------- %AV1 > Pli A' r,l 2 G L DESIGNATION FOLL ND CIRCUIT NUMBER. COORDINATE TRACK LOCATION WITH PUBLIX REPRESENTATIVE. MOUNT B. ALL CIRCUITS SHALL BE *12 AWG UNLESS OTHERWISE NOTED. ALL TRACK AT 141-01 A.F.F. UNLESS OTHERWISE NOTED. ALL BE MINIMUM *10 AWG UNLESS OTHERWISE CIO U) i� .,. NOTED. OCATE EXISTING LIGHT SWITCH. NEW MOUNTING HEIGHT TO BE 481 TO TOP OF SWITCH. CONTRACTOR TO CONNECT r RELOCATED SWITCH TO EXISTING SWITCH LEG. Lo. HLL L.Ur41JU1 I SHHLL 113t 1`11MMUM 7" 11JIMILIM00 U I 1IM1111111110r. 14U I r-U. CONTRACTOR TO INSTALL NEW EXIT SIGN AND CONNECT TO EXISTING D. CONTRACTOR SHALL ATTACH 2-*10 GAUGE SUPPORT WIRES (PROVIDED BY CIRCUIT SHOWN. GENERAL CONTRACTOR) TO RELOCATED AND NEW LIGHT FIXTURES AFTER M GENERAL CONTRACTOR HAS ATTACHED SUPPORT WIRE SECURELY TO CIE! CONNECT NEW TRACK TO EXISTING CIRCUIT AS SHOWN. BUILDING STRUCTURE. CD CONTRACTOR TO MOUNT TRACK TO CEILING BEHIND BULKHEAD. E. CONTRACTOR SHALL ATTACH 2-*10 GAUGE SUPPORT WIRES (PROVIDED BY z m 00 C� 0 00 LU - z U_ GENERAL CONTRACTOR) TO ALL IMPROPERLY SUPPORTED EXISTING LIGHT C14 C� 0 §2 Lu FIXTURES. CONTRACTOR TO VERIFY THE EXTENT OF SCOPE FOR THIS WORK WITH PUBLIX REPRESENTATIVE AND A CHANGE ORDER WILL BE NOTE: THIS DOCUMENT MAY ISSUED AS REQUIRED. HAVE BEEN ELECTRONICALLY F. ALL CONDUITS INSTALLED IN AREAS VISIBLE TO THE CUSTOMERS TRANSMITTED. IF UNSIGNED, IT SHALL BE EITHER STUBBED UP FROM BELOW THE FLOOR WHEN OTHER CANNOT BE FILED FOR PUBLIC WORK IS BEING DONE REQUIRING THE FLOOR TO BE SAW CUT, OR El ROUTED ALONG THE BOTTOM OF THE WALK-IN COOLER/FREEZER RECORD. PUBLIC RECORD .1 EXTERIOR WALL 6' AFF SO CONDUITS ARE NOT VISIBLE AT ANY POINT FILINGS REQUIRE SIGNED AND TO THE CUSTOMER. El D SEALED DOCUMENTS. AUG 2 8 ?019 Hawkins Construction, Inc. ... ......... ..... ..... .0 .. .......... ...... . ..... . . ............. ..... ... ... ... .... ............................... .................... - ............ .. . . . ................ . . . . ......... .. - ....... . .. .. ... .............. . .......................... . ... . . . ....... .... .... .... .... ... ......... . . ................... ........... ........... .......... . ..................... .......... . ....... . .... . .... .... .......... .................... .................... . . . ...... . . .................. . ... U 00 ................ . ............ .... ...... ...... ............... ...... . ............ . ...... ........ . . ......... . . . . .......... - ............... . .. . ...... . .......... . .... . . . . . .... . ........... . ................... .......................... . ... ...... ... ......... ... -- ------- .... ...... .... ............ . .... . ... ............................. .................. ...................... ........................ ................................................. . . ........ ... . ................................................... ................. ... . .......... . .......... ............ ... C'4 .................. .......... ............... .............. . . ............. .. ....... . ......... ......... .. ................ . . ....... . ............ . . - .. .................... - ......................... . ..... ...... . .. . ... . .... .. .............. . ......... . . .. ..... .... ..... ........... . ... ... . ......... - ------- . . ....... - .......... . .. ......... . ......... ...... . ... .... ...... 0 ...................... ... .... ..... ....... .......... ........... ... ................ ................. ................. . ...... . ........ .................................. .................................. . . ............................ ....... . ................. ........... .. ..................... .. ............ ..... . ...... ... . ......... ...... . ... .... ....... .. .. ...... .... . .......... .......... .......... ............................ . . ......... ................ ................... .................... ...... ...................... . ........ ................ ...... .. . .. .. .................................... .............. . . ........... ........... ............ .......... .. . ........... ........... ............ .......................... .... .......... ..................... - - ----- --------- - ----- ............ . ....... . . .... ..... .... ..... .......... 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KEYED NOTES CD OCATE EXISTING CIRCUITS FOR INSTALLATION OF NEW SELF OLE. INSTALL A JUNCTION BOX AT THE TO GENERAL NOTES <* CHECKOUTS. CONTRACTOR TO PROVIDE AND INSTALL NEW WALKER DUCT INSERTS AS ABOVE THE CEILING. RELOCATE EXISTING CIRCUITS AND RECEPTACLES TO NEW POWER Q TION. POLE LOCATION. COORDINATE LOCATION WITH PUBLIX REPRESENTATIVE. A. ALL INSTALLED CIRCUITS REQUIRE AN EQUIPMENT GROUND CONDUCTOR REGARDLESS OF WIRE COUNT SHOWN ON DRAWING. ACLE AND CIRCUIT. PROVIDE ALL REQUIRED WIRE, CONDUIT, FITTINGS, FOR POWER POLE INSTALLATION REQUIREMENTS, REFER TO DWG; E8,1 DETAIL 1. <�> B. ISOLATED GROUND CIRCUITS ARE TO BE IN ADDITION TO EQUIPMENT GROUND CONDUCTOR AND SHALL ETC. REQUIRED FOR RELOCATION. VE PANEL. TACLE TO EXISTING CIRCUIT AS SHOWN. <�> C. DELI/BAKERY/SEAFOOD POWER POLES LOCATIONS MAY CHA 00 VIDE AND INSTALL GIXSIX4' FLUSH MOUNTED JUNCTION BOX WITH =3 EC SHALL RE -INSTALL EXISTING PLUGMOLD DIRECTLY ABOVE COUNTER TOP. CONNECT TO AT 801 A.F.F. FOR DOOR ALARM POWER SUPPLY. SEE DETAIL 11 DWG BY OWNER. THE ELECTRICAL CONTRACTOR TO VERIFY EXACT ELECTRICAL POWER POLE LOCATIONS co EXISTING CIRCUIT. PLUGIMOLD SHALL OPERATE AS BEFORE THE RENOVATION. E&I WITH PUBLIX REPRESENTATIVE PRIOR TO ROUGH -IN. ge LU C� Q ACLE. ACLE, PROVIDE NEW CIRCUIT AS SHOWN. D. ELECTRICAL CONTRACTOR'S INSTALLATION TO MEET ALL APPLICABLE CODES AND THE VERSION OF ED BY THE JURISDICTION HAVING AUTHORITY. <�> RELOCATED EQUIPMENT, RECEPTACLE AND CIRCUIT. PROVIDE ALL REQUIRED WIRE, ROVIDE BREAKER HANDLE TIES FOR ALL CIRCUITS UTILIZING SHARED NEUTRAL TO CONDUIT, FITTINGS, ETC. REQUIRED FOR RELOCATION. 0 SECTION 210.4. TO DETAIL 4, SHEET E8.1. EXISTING POWER POLE TO REMAIN. F. SHUNT TRIP AND LOCKOUT SWITCHES TO BE MOUNTED AT 661 A.F.F. COORDINATE EXACT LOCATION CD AND REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION. PROVIDE SIGNAGE STATING EMERGENCY G 0 LU E. SHUTOFF. LU LU C;Zl CD 95 Uj <�> EXISTING CIRCUIT RELOCATED. PROVIDE ALL REQUIRED WIRE, CONDUIT, FITTINGS, ETC. 4> OUTLET IS EXISTING TO REMAIN. G. ALL CONDUITS INSTALLED IN AREAS VISIBLE TO THE CUSTOMERS SHALL BE EITHER STUBBED UP NOTE: THIS DOCUMENT MAY 1 1 1 Q CATION. S BEING DONE REQUIRING THE FLOOR TO BE SAW CUT, -A WITH REFRIGERATION PIPING. REFER TO SHEET E3.1 FOR HAVE BEEN ELECTRONICALLY REFRIGERATION CHASE LOCATION. CONDUITS ARE NOT VISIBLE AT ANY POINT TO THE CUSTOMER. TRANSMITTED. IF UNSIGNED, IT OLA LIGHTING CIRCUIT. 1UNT 15� H. ALL NEW/RELOCATED 120V SINGLE PHASE 15 AND 20 AMPERE RECEPTACLES (IN KITCHEN AREAS) CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD E2. 1 ASSOCIATED HARDWARE IN BID. FILINGS REQUIRE SIGNED AND CEIVED SEALED DOCUMENTS. AUG 2 8 Hawkins Construction. Inc. | ' ~ ' ' ^ / - , 26689, Expiration Date: 2128121. EXPIRATION DATE: 212812021 Lu 10 0- 121 '--l-2C*18SH TO UNIT ?-2C*18SH TO UNIT 04 IS ui Lu uj -36 I I- 8SR_ DEL DEPT if X > .. ....... . .. i C4 Ll uj uj CN 14) SELF Lu uj LILI -71 GL HEIGHT 00 CL STPTF or- ' " rL BAKERY ' CE 'Ilk A 104 ,ECTRI LREFRIGERATION P PLAN 01 FR ....... . . .. .... .. . ....... .... ......... ... . ... ....... . . .......... I - TYPICAL CASE SYMB TYPICA DESCRIPTION KEYED NOTES REFRIGERATION NOTES ECTION 19. ELEC. CONTRACTOR TO CLEARLY LABEL EACH CASE SHOWING THE PANELBOARD AND CIRCUIT NUMBER SERVING THE CASE. LABELS EXISTING CIRCUIT RELOCATED. CONTRACTOR TO PROVIDE ALL REGUIRED CONDUIT, 1. ALL BRANCH CIRCUITS, PROBES, DEFROST TERMINATOR CONDUCTORS ARE TO BE RUN IN THE TOE RACE WAY OF SYSTEMS 5, 49 & 50. WILL BE SUPPLIED BY HILL- MARKED AND INSTALLED BY CONTRACTOR. G-20 — F — INDICATES CASE FAN TO BE FED FROM PANEL G CKT. 20 WIRING, FITTINGS, ETC. FOR CIRCUIT RELOCATION. 9. ON ALL MULTI -CASE SYSTEMS THE DEFROST TERMINATION (DT) ARE TO BE WIRED IN SERIES USING 2C*18SH R/G CONDUCTORS. G-22— L — INDICATES CASE LIGHTS TO BE FED FROM PANEL G CKT. 22 C14 2. ALL BRANCH CIRCUITS, PROBES AND DEFROST TERMINATION OF ALL REMAINING CASES TO BE CONNECTED TO THE ELECTRICAL 20. PENETRATIONS THROUGH COOLER WALLS OR WALLS AND CEILING SHALL BE SLEEVED WITH CONDUITS AND PROPERLY BUSHED. ALL G-24— H — INDICATES CASE HEATERS TO B KT. 24 QREWORK EXISTING CIRCUIT FOR INSTALLATION OF NEW REFRIGERATED CASE. E CASE. PROVIDE ALL REGUIRED MATERIALS NEC 10. IN ALL WALK-IN COOLERS AND FREEZERS PROVIDE A HUBBELL RECEPTACLE, MALE PLUG, BOOT, WEATHERPROOF COVER PLATE AND DT, WIG) INDICATES MULTI -CONDUCTOR CONTROL CABLE FOR DEFROST cz INSTALLATION. 3. ALL BRANCH CIRCUITS, PROBES AND DEFROST TERMINATION FOR ORZ AND 05D CASES ARE TO BE CONN IT SCHEDULE ON DWG. E8.1 FOR COMPLETE DEVICE ASSEMBLY. 21. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE COMPLETED IN ACCORDANCE WITH U.L. APPROVED INSTALLATIONS. 1-4018SH TERMINATION (DT) AND PROBE (P) FROM MOTOR CENTER. c� RIFY INSTALLATION OF NEW TEMPERATURE PROBE AND 2C*18SH 11. ALL WIRING TO REFRIGERATED CASES, WALK-IN COOLER, AND FREEZERS SHALL BE TYPE THHN STRANDED COPPER; SIZES AS _n 4. ALL WALK-IN FRE D WIRED BY ELECTRICAL INDICATED. 22. ALL LOW VOLTAGE WIRING FROM THE WALK-IN COOLERS AND FREEZERS MUST BE SLEEVED IN CONDUIT UP TO BAR JOIST. H-39,41 ELECTRIC DEFROST RED. CONTRACTOR. 12. VOID 23. ALL MULTIPLE CONDUCTORS IN CONDUIT HAVE BEEN DERATED AS PER N.E.C. TABLE 310-15(b)(2)(c). ANY DEVIATION BY CONTRACTOR ui MUST REMAIN IN ACCORDANCE WITH THIS TABLE. ECTION DESCRIPTION co 5. ALL WALK-IN FRE OIL. SWITCHES ARE TO BE FURNISHED AND SYMB01 S EXTEND ALL TEMP. PROBES ON CPC TO J-BOX ON TOP OF COO 24. ELECTRICAL CONTRACTOR TO INCLUDE EOUIPMENT GROUND CONDUCTOR IN ALL CONDUITS CONTAINING POWER CIRCUITS (ie., FAN, Lu '. .......... �um/mn�/un. ����/n��/nn ��� u�/n�� �/n/� �n�E// FOR �uCA//uw OF u-uu� mEn/mu COILS /ur SIDE OF CuuLcn OR rmccZEn. WIRING, ALSO SEE DETAIL �N THIS DRAWING. LIGHT, HEAT CIRCUITS). 0 — INDICATES REFRIGERANT LEAK DETECTOR (EMERSON *809-1001) w Eq — INDICATES HORN STROBE FOR REFRIGERANT LEAK G. PROVIDE 1-2C«18SH FROM EACH PROBE AND 1-2C«18SH FROM EACH DEFROST TERMINATION TERMINAL IN CASE (SHOWN AS AND 14" NOT USED 25, INSTALL EXPOSED CABLES PAR�LLEL #NO PERPENOlCULAR TO SURFACE� O� E%POSED 5TRUCTURAL MEMBERS ANO FOLLOW SURFAC� � ' THIS SHEET) TO RESPECTIVE REFRlG. UNIT CONTROL CABINET. THESE CONDUCTORS CAN BE GROUPED TOGETHER. OO NOT CUT OR CONT�UR� WHERE POSSl8LE. � SPLICE CONDUCTORS. CLEARLY IDENTIFY BOTH ENDS OF CONDUCTgRS, BY SYSTEM NUMBERS. 15" CONTRACTOR TO INSTALL ONE (1) *12 (GREEN) CONDUCTOR TO EACH LINE UP OF CASES, FREEZERS AND COOLER CASES (FOR BONDING).(EMC/RSB-24VAC-METAL-STD) MOUNTED BELOW mn ' �. ALL AP�R�VEU �HlELDEO CABLE SUPPLlED AND lN�T#LLED BY ��NTR#CTOR. 2G` MAKE SPLICES, TAPS, AND TERMINATION ONLY AT INDICATED OUTLETS, TERMINALS AND STRIPS. 1�^ CONTRACTOR TO MAKE ALL FLEX. CONDUIT TO THE REFRIGERATION EQUlPMENT WITH THE SHORTEST APPROPRIATE LENGTH OF Q FLEXIBLE CONNECTIONS. 27. SECURE AND SUPPORT EXPOSED CABLES AT INTERVALS NOT EXCEEDING 30" AND NOT MORE THAN G" FROM CABINETS, BOXES, FITTINGS 0 coco AND TERMINALS. L 17. PROVIDE KEY TYPE SWITCH TO CONTROL FANS AND SOLENOIDS IN UNIT COOLERS (UC 28. CONTRACTOR SHALL FREE WIRE LOW VOLTAGE CABLES ONLY UPON COMPLETION OF PAINTING IN THE INSTALLATION AREA. � 18. NOT USED. NOTE: THIS DOCUMENT MAY � 29. ELECTRICAL CONTRACTOR SHALL LABEL EACH END OF ALL HAVE BEEN ELECTRONICALLY INCLUDING CONDUCTORS TERMINATED BY OTHERS. TRANSMITTED. IF UNSIGNED, IT � 30. ALL CONTROL CONDUCTORS RUN ON TOP OF CASES, COOLERLL BE IN CONDUIT (FLEX. CONDUIT TO BE 24" MAX.). CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD E3. 1 31. ND LOW VULT�QE CONDUCTORS, CABLES, WIRES, ETC. PERMITTED TO BE INSTALLED BETWEEN TOP OF JOIST AND ROOF DECK. SEALED DOCUMENTS.FILINGS REQUIRE SIGNED AND CEIVEL) AUG LHawkins �������� . : t ! : 1 C� i . : t I I i�, -1 ......... .... ­[_ " I 11 ! I 1 z . �y . j ; I ! I I I i I i I : : . I F ,�- \ : . ; i I . L-L't . ...... [t_._________L ____ -.--.---. I I I I . . to i : I 1 ; I I I : j I . : 4 i � 2 . ii - ...... . . . ........... . I j I � ; I I . I . I � \ L./-- I ! i — . I I L ____._ b- I - ...- ___ . / I i :1 ! ! i i i �Qfj.5el ( . . i : i ­­­ *] ; = ... I I 5", , , los i. I I / : I I ­­=;.�;4 ..... . !­_-­­­ll;­Fll.l __.._� ... ; , I . i I _j _j Q i :! . . 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I ............... 1[ .................... 11 .................... I - -.- . " - Q9 __�_/ I ............... : - . I I I � I i I i I i i � Ll L - - --- I L _l I I : I ,­ ; RjCAL_C_0KMUKlTQlAT_j0N_pbkN I . . 1 . — - - - - - - - - !_ - - - - -.-. . - - __ t-1 - - - - - - - - L__jl - __ - - - - - ___� ° rl_,*,� I : I I y ����� |�� l u 1� ACCESSIBLECONNECT EXISTING EOUIPMENT INTO EXISTING PHONE/DATA 1. ALL OUTLET BOXES SHOWN A_j9_-______ <�> OUTLET. CONDUIT STUB UP WI I --- CEILING OR TO THE— JOIST SPACE. N ��CBL�GM�N�O <��' 2. WHERE DATA OUTLVIDE �� ��r TELEPH�NE �NLY g�C STU8 UP WlTH PULL STRINQ #NO BUSHlNGS. 3. ALL CABLES PENETRATIONS THROUGH WALLS OR CEILINGS SHALL �� �� TELEPHDNE ONLY BE SLEEVED WITH CONDUIT WITH BUSHINGS ON BOTH ENDS. N�' �� TELEPHONE W�STAlNLESS STEEL COVER PLATE 4. ALL EMPTY CONDUITS SHALL HAVE A PULL STRING. = 5. EXPOSED CABLES SHALL BE lNSTALLE � PERPENDICULAR TO �� �0� � ��RT DATA UUTLET SURFA�E �DN?OUR WHERE POSSIBLE. ANY CABLE NOT INSTAL LEU 1 �� `� #L�N� THE �DNT�UR� DF THE STRUCTURE �HALL BE ENCASED IN I CONDUIT WITH BUSHIN�� ANO PROPE�LY SUPPORTED PER CDDE �� ��' 3 P�MT OATA OUTLET ^ G. CABLES SHALL BE � " EXCEEDING 30" AND NOT MORE THAN G" FROM CABINETS,BOXES, m �- ~v9 FITTINGS AND TERMINATIONS. -9 N*~ ��7 G PORT DATA OUTLET � . mp~ "r 7. CONTRACTOR SHALL FMEEWlRE LOW VOLTA�E CA8LE� ONLY UPON � COMPLETION OF PAINTING IN THE INSTALLATION AREA. ;! N�� 1 PORT VOICE AND DATA COMBINATION OUTLET G CD � B. ALL DATA CABLES �RE T� 8E R�UTE� T� NE�RE�T �ONM ' ��� ��� � PORT VOICE AND DATA COMBINATION OUTLET CABlNET � � . 9 NOTE: THIS DOCUMENT MAY " n- �0' ��� g. ALL TELEPHONE C � PORT VOICE AND DATA COMBINATION OUTLET ��LE� #RE TO 0E R�UTEU T� THE � TELEPH�NE 8�ARO. HAVE BEEN ELECTRONICALLY = I i i I > 1. - F,I, " I E I'llI 1� I ;; I p F.,. I [:�j F '. " ___+_-_i L�L� 011,111�_ a. � =51' ,\Z� -F W: I f _. �� �� �~ .� 4 PORT VOICE AND DATA COMBINATION OUTLET TRANSMITTED. IF UNSIGNED, IT DATA COMBINATION OUTLET RECORD. PUBLIC RECORD E4.1 ' | Hawkins Construction, Inc. 5 41 T WI- 1 ! / rWP ........... _.......... -"---- - I / 1 �kW yr t�r r} ! A( � PiL�_ `�GL;TP 1 NT n.Ni CON00 IJ', :V rTTG ECE't NTCr)I_ �N I 1 jt P' h D r NC INS LL ED JY `' I ERS (�3.1 J....,A.) (70J R.!....A.) 1� ri I_.. _ L c -Erb �-w,j-R' SE WIT11N TI P41= OWG.s F (114.0 R.L.A.) BY OTHERS -- BY O1'I..)r_-G7c , I BY OTHERS 13' i a13 1(:3�1 45A kW � { 1 9 1 at 208V °o 4 gym;Y03 05 _ .__ _—..—.__._... __-------- r\j cr ® (� A - rn 3 _. -- __ _—_._ _. _—_ # # 4 WP (206.0 R.L.A.) N, 5 WP UNIT 1 UNTO � � UNIT � UNIT 4 A C _ C A C _ 5 I (280.5 R.L.A.) (106.2 R.L.A.) (145.9 R.L.A.) (309.8 R.L.A.) (54.4 R.L.A.) (73.1 R.L.A.) MECHANICAL CENTER A THIS UNIT IS SUPPLIED WITH DISCONNECT SWITCH TO BE WIRED BY CONTRACTOR. CONTRACTOR TO VERIFY EXACT EQUIPMENT REQUIREMENTS PRIOR TO ROUGH -IN AND CONTACT ENGINEER FOR DIRECTIONS IF REQUIREMENTS ARE DIFFERENT THAN IN THESE DOCUMENTS. EDCO SURGE SUPPRESSION UNIT 3 S2 EB S1 P EA L PANEL PANEL PANEL 4-#1,1#6(GR)& 1#6(IG)-2' C C3 I-B2 C2 JTIA2 B1 C1 RI PANEL PANEL PANEL PANEL ,A, ,B, C, 'R' 4-4/0,1#4(GR)-21/2'C NOTE: COORDINATE ALL ELECTRICAL CONNECTIONS TO MECHANICAL CENTERS WITH MANUFACTURER REPRESENTATIVES F3 H2 r J2 F2 Hl N�N F1 PANEL PANEL ,H, F, 4-#4/0, 1#4(GR) & 1#4(IG) THW-2�'C K1 Pi PANEL PANEL PANEL K, ,N, P, 4-4/0, 1#4(GR)-2Y2'C M1 PANEL PANEL_ L` 'M' 4412-3/4'C TO SWITC+( LOCATED IN CASHIER STATION TO CONTROL CONTACTORS 'SFL-1' & 'SFLI-1' (SWITCH TO BE P&S #1251-I) ELECTRICAL RISER NO SCALE 3-1/0, 1#6 (GR)-2'C 1#8 (GR) - 1 PANEL 'EM' 200/3 N.F. I EDCO SURGE J SUPPRESSION 9 UNIT ca C! o a v DIAGRAM 4#1 & 1#6(GR) Cu-21/2'C ATS-EQUIP, (150A. 3 POLE) PROVIDE IG AND EQUIP. GROUND BUSS i ATS-EM (125 A. 3 POLE) t 200/3 N.F. 4#14-1/2' C c� cat a t 4-4/0, 1#4(GR) THW-2y2'C 4-4/0, 1#4(GR) THW-2%2'C 4-4/0, 1#4(GR) THW-2 f2'C 4-4/0, 1#4(GR) THW-2%2'C 4--500MCM, 1#3(GR) THW-4'C 4-4/0, 1#4(GR) THW 4#1, 1#6(GR) THW-2 'C 4-4/0, 1#4(GR) THW-21/2'C (F) 4#1, 1#6 (GR) THW - 2'C (J) 4#1, i#6 (GR) THW - 2'C (H) 1, 1#6(GR) THW-2 2' C 4#1, 1#6(GR) THW-2y/2' C 4-4/0, 1#4(GR) T 4-#1, 1#8(GR) THW-21/2'C 4-4/0, 1#4(GR) THW-21/2'C 3#1, 1#6 (GR) - 2'C 3-1. 1#6 (GR)-2' C 4-1/0, 1-60) & 1#6(GR) Cu-2Y/2'C PANEL 'E' EDCO SURGE SUPPRESSION UNIT 2000A. VERTICAL BUSS MIN. 4-1/0, 1#6(GR) THW-212'C 4-1, 1#6(GR) THW-2Y2'C 10#12 -3/4"C 4-1/0, 1#6(GR) THW-2y2'C 4-1, 1#6(GR) THW-21/2-C v. NOTE: ALL UNDERGROUND PANEL FEEDERS SHALL BE MIN. 18' BELOW GRADE. 1#6 (GR) - 2'C U t � Y PANEL PANEL_ 'MC2' MCl' ROOF NOTES 1. ALL EXISTING CONDITIONS ARE SHOWN GRAYSCALED. ALL NEW WORK IS SHOWN BOLD. KEYED NOTES < CONTRACTOR TO PROVIDE AND INSTALL NEW CONTACTOR FOR APRONS CONTROL. REFER TO ASSOCIATED PANEL SCHEDULE FOR CONTACTOR INFORMATION AND CIRCUITS CONTROLLED. CONTRACTOR TO ROUTE 3*14 IN 1/2' CONDUIT FROM CONTACTOR TO EMS. OCONTRACTOR SHALL PROVIDE EDCO HP208Y-RMU100 SURGE PROTECTOR AND CONNECT TO PANEL EMI. PROVIDE 4-*8, 1-s-8 GNO. IN 3/4'C. OCONTRACTOR TO PROVIDE AND INSTALL NEW CONTACTOR FOR ATM LIGHTING CONTROL. REFER TO ASSOCIATED PANEL SCHEDULE FOR CONTACTOR INFORMATION AND CIRCUITS CONTROLLED. CONTRACTOR TO ROUTE 3*14 IN 1/2' CONDUIT FROM CONTACTOR TO EMS. LOAD ANALYSIS - FOR SERVICE #1 OF 1 208Y/120V, 3 P-HASE, 4 WIRE LOAD KVA NEC DEMAND FACTOR NEC KVA AMPS @ 208 VAC NOTES E)QSTTNG PEAK LOAD' 526 1.25 658 1824 NEC Article 220, Section 220-87 DELETED LOAD 1.00 0 0 ADDED LOAD LIGHTING - Continuous 41.52 1.25 52 144 NEC Article 215, Section 215-3 HVAC EQUIPMENT 0 1.00 0 0 NEC Article 440, Section 440-35 & 220-60 PRODUCT REFRIGERATION 24.70 1.00 25 69 NEC Article 440, Section 440-35 & 220-60 KITCHEN EQUIPMENT 22.46 0.65 15 41 NEC Article 220, Section 220-56 WATER HEATERS 0 1.25 0 0 NEC Article 422, Section 422-13 RECEPTACLES -1ST 10 KVA 10 1.00 10 28 NEC Article 220, Section 220-44 RECEPTACLES -REMAINING 0.32 0.50 0 0 NEC Article 220, Section 22044 OTHER - Continuous 0 1.25 0 0 NEC Article 215, Section 215-3 OTHER - Non-Continous 10.80 1.00 11 30 NEC Article 215, Section 215-3 til TOTAL LOAD 770 2136 SERVICE EQUIP. RATING -AMPS �r.; � ' �` 4000 PEAK DEMAND = 421KW POWER FACTOR = 0.8 PEAK DEMAND = 421/0.8 = 526 KVA PROVIDE MAIN BUSS EXTENSIONS IN THE LAST SWITCHBOARD SECTION FOR FUTURE EXPANSION. ALL SECTIONS TO BE MOP TO BE DEAD FRONT ACCESS ONLY SAME DEPTH WITH FULLY RATED HORIZONTAL BUSS (3000A). ALL VERTICAL BUSSES TO BE FULL HEIGHT. -� 3000A. VERTICAL BUSS MIN. r� PANEL _225/3 M'_ TYPE KC PANELS -225/3 'N&P'..- TYPE KC. PANEL -225/3 Q'_ TYPE KC PANEL _100/3 'R' TYPE FC PANEL _100/3 'S' TYPE FC. SPACE _225/3 ONLY TYPE KC BUSSED SPACE (UNUSABLE) SPARE _100/3 TYPE FC SPARE _100/3 TYPE FC PANEL _100/3 K' TYPE FC PANEL -225/3 'SFL1' TYPE KC SPACE -225/3 ONLY TYPE KC SPACE _225/3 ONLY TYPE KC PANELS __225/3 PANEL _225/3 'A&B' TYPE KC_ 'F'_ TYPE KC PANEL _100/3 SPACE -100/3 'C' TYPE F'C ONLY TYPE FC PANEL -225/3 PANEL -100/3 'D' TYPE KC 'H' TYPE FC PANEL _100/3 J'_ TYPE FC PANEL 1200/3 'MCi' TYPE NA BUSSED SPACE (UNUSABLE) PANEL 1200/3 'MC2' TYPE NA PANEL 'SFL'_ _-2CW3 TYPE KC PANELS -150/3 -PAN EL 'L' _400/3 TYPE LC 'E,EA&EB' TYPE KC PANEL -125/3 'EM' TYPE KC SPARE _225/3 TYPE KC PANEL SFL1'- -225/3 TYPE FC SPACE _225/3 SPACE -100/3 ONLY TYPE KC ONLY TYPE FC "Based on previous 12 month peak load demand data provided by the utility. A power factor of 0.8 has been assumed to determine peak KVA. 4-600 MCM, 1'-500 MCM (GR) THW 3#12- "C CU IN EACH OF NINE (9) 4' C OR 4-600 MCM, 1-800 MCM (GR) THW - Al IN EACH OF ELEVEN (11) 4' C - BOND TO C.W.P. WITHIN 5'-0" OF ENTRANCE TO I BUILDING AS REQ'D. BY N.E.C. 250-52(A)(1) NEXGEAR ADVANCED PARALLELING SWITCH BOND 'TO STRUCTURAL (NPS) BY POWER SECURE, STEEL AS REQ'D. BY INC. 100K AIC RATED N.E.C. 250-52(A)(2) NFPA 70-702 & 705 COMPLIANT F- z a. n 2000/3/3R 2-1 2000A. 3600A. 1100% 100% RATED RATED m BRKR. BRKR. NEUTRAL MAIN BONDING BU5 S.A. - JUMPER SIZED PER N.E.C. EQUIP. GROUND BUSS INDICATES FRAME '2 STD.Cu-1"C TO COMM.'A' SIZE ONLY (TYP.) 3/0 STD Cu.-1 1/4"C SEE MOP SCHEDULE 3/0 STD Cu.-1 1/4"C I FOR TRIP SIZE 3/0 STD.cu. (EACH) E 3/4' 0 X 16' -0' COPPER WELD GROUND RODS 10'-0' APART OR MORE AS REQUIRED FOR A MAX, i OF 25 OHMS �j- 500 kW OPTIONAL STANDBY GENERATOR PER NFPA 70-702 PROVIDED AND INSTALLED BY POWER SECURE, INC. EMERGENCY GENERATOR LOCK -OUT SWITCH [(KEY TYPE) UTILITY METER (PUBLIX REQUESTS A TIME OF USE METER INSTALLED) a 0 0 'MDP' SHUNT TRIP P.B. (BREAK GLASS TYPE) UTILITY TRANSFORMER (WITH CTs) 1"C 4-600 MCM THW CU IN EACH OF NINE (9) 1#4, -3/4'C — 4' P.Y.C. & TWO (2) SPARE 4 ' P.V.C. OR 4-600 MGM THW Al IN EACH OF ELEVEN (11) 4' P.V.C. & TWO (2) SPARE 4 ' P.V.0 (NOTE: ALL CONDUIT RUNS SHALL BE ENCASED IN CONCRETE WITH RIGID ELBOWS) 4-600 MCM & 1-250 MCM (GR) THW CU IN EACH OF FIVE (5) 4' P.V.C. OR 4-600 MCM & 1-400 MCM (GR) THW Al IN EACH OF SIX (6) 4' P.V.0 (NOTE: ALL CONDUIT RUNS SHALL BE ENCASED IN CONCRETE WITH 125/3 (( RIGID ELBOWS) 150I3 FINISHED GRADE EMERGENCY GENERATOR (60 KW 120/208V. 3PH.) NON -SEPARATELY DERIVED AND NFPA 110 COMPLIANT IN NEMA 3R ENCLOSURE GROUND REBAR IN CONC. BUILDING FOUNDATION PER N.E.C. 250 NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. a U O S2 U �00 00 U Z "c c•�U . o 01� Oar�� 1-4w �a V � U � .vw o U O V� BRANDT ENGINEERING, INC. N 00 o M N Q a o a � z a 0 a J W � C M rn PHONE:18041794-6656 0 FAX: (8041794-8588 EMAIL: cadd®beiric.com FL Certificate of Authority # 26689, Expiration Date: 2128121. R. K?VOX STACY - ELECTRICAL LICENSE #63643, EXPIRATION DATE: 212812021 N M Z W > LU m Z 1— cV U LU J O F o ~ U w 0 a CU I— LU CQ G Uj LU 0 0 VJ 00 W M U LL X J ca =5 z W aW CD Yam. LO N r U) Z 0 � CG G 0 0 LL CD LU M M IV o Q do to w M J IM �W oOcMoa a �N NO EN ETC%/'�i '• 91 No 63643 W ,�•'' STATE OF ��: �s•�'•.,FLORIOpN• '�•��� ' tj /0 N ALI\\\��� rn 0 N J C, co co LU g o z c N I- C Z "u'S —Uji W o U Y G 2 8 2D!9 Hawkins Construction, Inc. /POWER CONDUCTORS TO BE - RUN IN POWER CONDUCTOR COMPARTMENT AND BROUGHT THROUGH POWER POLE SPINE TO MAKE CONNECTION TO RECEPTACLES AS REQUIRED BLANK POWER POLE TO BE INSTALLED 0f OF POLE TO CLOSE POWER CONDUCTOR COMPARTMENT /POWER CONDUCTORS TO BE - RUN IN POWER CONDUCTOR COMPARTMENT AND BROUGHT THROUGH POWER POLE SPINE TO MAKE CONNECTION TO RECEPTACLES AS REQUIRED BLANK POWER POLE COVER TO BE INSTALLED ON BACK OF POLE TO CLOSE OFF POWER CONDUCTOR COMPARTMENT FLEX CONDUIT - TO POWER POLE CONTRACTOR TO INSTALL CONDUCTORS AS INDICATED ON ELL THRU FACTORY SUPPLIED J-BOX TO RESPECTIVE PANEL IN VC (MAX.). CONDUIT OTY. MAY VARY. CONTRACTOR TO MOUNT J-BOX AT TOP OF POWER POLE. Q COMMUNICATION/DATA COMPARTMENT FOR SCALE CABLE O POWER POLE COVER WITH RECEPTACLE KNOCKOUTS 0 TO BE MTD. ON FRONT OF POLE - OPPOSITE POWER CONDUCTOR COMPARTMENT 0 SECURE POWER - POLE TO FLOOR AND CAULK WITH SILICON TO FLOOR NEW POWER POLE FLEX CONDUIT - TO POWER POLE CONTRACTOR TO INSTALL CONDUCTORS AS INDICATED ON E2.1 THRU FACTORY SUPPLIED J-BOX TO RESPECTIVE PANEL IN 11C (MAX.). CONDUIT QTY. MAY VARY. CONTRACTOR TO MOUNT J-BOX AT TOP OF POWER POLE. COMMUNICATION/DATA COMPARTMENT FOR SCALE CABLE POWER POLE COVER WITH RECEPTACLE KNOCKOUTS TO BE MTD. ON FRONT OF POLE - OPPOSITE POWER CONDUCTOR COMPARTMENT SECURE POWER - POLE TO FLOOR AND CAULK WITH SILICON TO FLOOR RELOCATED POWER POLE COMMUNICATION CONDUIT (MIN. SIZE AS INDICATED ON E4.1 & CONDUCTORS AS INDICATED ON DWG E4.1. CONTRACTOR TO SECURE POWER POLE AS PER MANUFACTURERS RECOMMENDATIONS -/ LAY -IN CEILING (TYP.) /-CONTRACTOR TO PROVIDE & INSTALL DIVIDED POWER POLE (WIREMOLD *PUBNP600-12-8X (12'-8') OR *PUBNP600-15-2X (15'-2')) & RECEPTS. AS INDICATED ON DWG E2.1. (KNOCK OUTS PROVIDED). COORD. EXACT LOCATION OF POLES WITH PUBLIX REP. PRIOR TO FINAL INSTALL - ALL POLES ARE TO BE INSTALLED SO PLUGS ARE PARALLEL WITH TO REAR OF CASE OR SERVICE LINE-UP. CALL WES TURNIPSEED AT UNITED ELECTRICAL SALES (888 475 1326) FOR ORDER ASSISTANCE IF NEEDED. TYP. POWER POLE INSTALLATION SCALE: NO SCALE )' RIGID NIPPLE AND COUPLING - CLG. TEE CORD GRIP COUPLING WITH - STRAIN RELIEF (BRYANT DELUXE STRAIN RELIEF CORD GRIP OR EQUAL) CORD & RECEPT. ASSEMBLY (SEE SYMBOL SCHEDULE) RECEPT. Q +4'-6' A.F.F. 4' X 4' J-BOX COMMUNICATION CONDUIT (MIN. SIZE AS INDICATED ON E4.1 & CONDUCTORS AS INDICATED ON DWG. E4.1 CONTRACTOR TO SECURE POWER POLE AS PER MANUFACTURERS RECOMMENDATIONS CONTRACTOR TO RELOCATE POWER POLE & RECEPT.S AS INDICATED ON DWG. E2.1. COORD. EXACT LOCATION OF POLES WITH PUBLIX REP. PRIOR TO FINAL INSTALL - ALL POLES ARE TO BE INSTALLED SO PLUGS ARE PARALLEL WITH TO REAR OF CASE OR SERVICE LINE-UP. r CADDY CLIP CLG. TILE STRIP FLEXIBLE CORD INSULATION AND EXTEND STRANDED CONDUCTORS "->�C-TO JUNCTION BOX 2 HUNG RECEPTACLE E8.1 NO SCALE TYP. SERVICE CASE SHOWN. IT IS NOT THE INTENT OF THIS DETAIL TO INDICATE ANY SPECIFIC CASE. ACTUAL STYLE MAY VARY AND CONTRACTOR IS REQUIRED TO MEET THE INTENT OF THIS DETAIL. ACTUAL OTY. AND LOCATION OF DEVICES MAY VARY ALONG BACK OF CASE. INSTALL IN HATCHED AREAS ONLY (SEE DWGS E2.1 AND E4.1) HATCHING INDICATES ACCEPTABLE DEVICE LOCATIONS (AT THE ENDS AND MIDDLE OF CASE ONLY) SEE E2.1 AND E4.1 FOR GENERAL LAYOUT. INSTALL BELL BOX GENERALLY AS INDICATED (MIN. 18' A.F.F.). IF HORIZONTAL MTG IS REOUIRED CONTRACTOR SHALL PROVIDE SUITABLE METAL IN -USE COVER PENETRATE CASE SKIN AND USE SEAL-TITE TO CONNECT TO SURFACE MTD. BELL BOX WITH IN -USE COVER AS PER PLAN TYP. CASE MTD. RECEPT./DATA OUTLET E8.1 NO SCALE ELECTRICAL SYMBOL SCHEDULE SYMBOL MANUFACTURER CAT. NO. DESCRIPTION MOUNTING HUBBELL 1221-I/SS1 SWITCH, 20 AMP SINGLE POLE 'T' RATED +48' (WITHIN 10' OF DOOR) $2 HUBBELL 1222-I/SS1 SWITCH, 20 AMP DPST 'T' RATED +48' (WITHIN 10' OF DOOR) $3 HUBBELL 1223-I/SSI SWITCH, 20 AMP THREE WAY 'T' RATED +48' (WITHIN 10' OF DOOR) HUBBELL TO SUIT APPLICATION SWITCH, MOTOR RATED TO SUIT APPLICATION (20 A. MIN.) AS REQUIRED $P LEGRAND P&S 1251-I SWITCH, 20A, 1 POLE / 3 POSITION, MOMENTARY CONTACT +48' (WITHIN 10' OF DOOR) HUBBELL HBL1221-PL/SS1 SWITCH WITH PILOT LIGHT 100' A.F.F. OR AS NOTED HUBBELL HBL1221-PL/SS1 SWITCH WITH PILOT LIGHT - FOR FAN CONTROL 48' A.F.F. OR AS NOTED HUBBELL LHMTSI-W ADJUST ADJUST SENSITIVITY FOR OPTIMAL OPERATION. TIME DELAY FOR 10 MINUTE OPERATION. 48' (WITHIN 10' OF DOOR) OS HUBBELL OMNIDT2000 WITH MP POWER PACKS (MP-120A) AS REQUIRED. MT. AT BOTTOM OF BAR JOIST. (ID (I) HUBBELL 5362-I/SS8 20 AMP 3W DUPLEX RECEPTACLE 18' / 48' A.F.F. OR AS NOTED wp � HUBBELL GFTR20-1/WP26M 20 AMP GFCI DUPLEX RECEPT. WEATHERPROOF 18' / 48' A.F.F. OR AS NOTED Qc &; HUBBELL CR5352-IG/SS8 20 AMP 3W I.G. RECEPT.(ORANGE) 18' / 48' A.F.F. OR AS NOTED ON N HUBBELL 5362R/SS8 20 AMP RED DUPLEX RECEPT. (NON-I.G.) 18' / 48' A.F.F. OR AS NOTED ® HUBBELL 2-5362-I/SS82 2-20 AMP 3W DUPLEX RECEPT. 18' / 48' A.F.F. OR AS NOTED HUBBELL 2-CR5352-IG/SS82 TWO (2) 20A 3W I.G. RECEPT. (ORANGE) 18' / 48' A.F.F. OR AS NOTED ® HUBBELL 2-5362R/SS82 2-20 AMP 3W RED DUPLEX RECEPT. (NON-I.G.) 18' / 48' A.F.F. OR AS NOTED A HUBBELL IG5261/HBL5266C/SS7 15 AMP 3W 125V STRAIGHT BLADE (ORANGE) (IG) 48' A.F.F. OR AS NOTED HUBBELL SEE NOTE BELOW 15 AMP 3W 120V STRAIGHT BLADE (CORD & PLUG) (IG) HUNG FROM CEILING HUBBELL HBL5369C/6' STO CORD 20 AMP 3W 120V STRAIGHT BLADE (CORD & PLUG) 6' OF 3s12 STO CORD STEEL CITY 600/P-60OR 20 AMP 3W 125V DUPLEX RECEPTACLE FLOOR HUBBELL HBL9308/HBL9309/SS720 30 AMP 3W 125V STRAIGHT BLADE WITH S.S. COVER 48' A.F.F. OR AS NOTED HUBBELL HBL5661/HBL5666CA/HBL6017/HBL7423WO 15 AMP 3W 250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL5461/HBL5466CA/HBL6017/HBL7423WO 20 AMP 3W 250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL9330/HBL9331/SS723L 30 AMP 3W 250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL9367/HBL9368/SS703 50 AMP 3W 250V STRAIGHT BLADE AS NOTED HUBBELL HBL8410/HBL8411C/SS7 20 AMP 4W 125/250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL9430A/HBL9432C/SS701 30 AMP 4W 125/250V STRAIGHT BLADE 10' OF 4*10 STO CORD HUBBELL HBL9450A/HBL9452C/SS701 50 AMP 4W 125/250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL8430A/HBL8432C/SS701 30 AMP 4W 30 250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED a HUBBELL HBL8450A/HBL8452C/SS701 50 AMP 4W 30 250V STRAIGHT BLADE 48' A.F.F. OR AS NOTED HUBBELL HBL8460A/HBL8462C/SS701 60 AMP 4W 30 250V STRAIGHT BLADE 6' OF 4s6 STO CORD HUBBELL SEE NOTE BELOW 20 AMP 3W 125V TWIST LOCK (IG)(CORD & PLUG) HUNG FROM CEILING HUBBELL HBL2310 20 AMP 3W 125V TWIST LOCK POWER POLE HUBBELL SEE NOTE BELOW 20 AMP 3W 125V TWIST LOCK (CORD & PLUG) HUNG FROM CEILING HUBBELL HBL2610/HBL2611/SS720 30 AMP 3W 125V TWIST LOCK W/S.S COVER 48' A.F.F. OR AS NOTED HUBBELL SEE NOTE BELOW 30 AMP 3W 125V TWIST LOCK (CORD & PLUG) HUNG FORM CEILING HUBBELL SEE NOTE BELOW 20 AMP 3W 125/250V TWIST LOCK (CORD & PLUG) HUNG FROM CEILING HUBBELL HBL2320/HBL2321/HBL6031/HBL7425WOA 20 AMP 3W 250V TWIST LOCK 6' OF 3*12 STO CORD HUBBELL HBL2620/HBL2621/SS720 30 AMP 3W 250V TWIST LOCK 6' OF 3*10 STO CORD (+48' A.F.F.) HUBBELL SEE NOTE BELOW 30 AMP 3W 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 50 AMP 3W 250V TWIST LOCK HUNG FROM CEILING HUBBELL HBL2410/HBL2411/SS720 20 AMP 4W 125/250V TWIST LOCK 6' OF 4s12 STO CORD HUBBELL SEE NOTE BELOW 20 AMP 4W 125/250V TWIST LOCK HUNG FROM CEILING HUBBELL HBL2710/HBL2711 30 AMP 4W 125/250V TWIST LOCK 10' OF 4s10 STO CORD HUBBELL HBL27CM13/HBL27CM11 30 AMP 4W 125/250V TWIST LOCK 10' OF 4s10 STO CORD HUBBELL HBL2420/HBL2421/SS720 20 AMP 4W 30 250V TWIST LOCK 48' A.F.F. OR AS NOTED HUBBELL SEE NOTE BELOW 20 AMP 4W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL HBL2720/HBL2721/HBL7425WOA 30 AMP 4W 30 250V TWIST LOCK 6' OF 4010 STO CORD HUBBELL SEE NOTE BELOW 30 AMP 4W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 50 AMP 4W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 20 AMP 5W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 30 AMP 5W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 60 AMP 5W 30 250V TWIST LOCK HUNG FROM CEILING HUBBELL SEE NOTE BELOW 100 AMP 5W 30 250V TWIST LOCK 48' A.F.F. OR AS NOTED © HUBBELL OUTLET BOX/93181 JUNCTION BOX 18' A.F.F. OR AS NOTED CR HUBBELL SEE POWER PLAN CORD REEL - SEE POWER PLAN TO JOIST - SEE POWER PLAN EXHAUST OR SUPPLY FAN, INSTALLED BY OTHERS, WIRED BY ELECTRICAL CONTRACTOR N& MOTOR - HP SIZES AS INDICATED ® MOTOR STARTER/FIELD CONNECTION - SEE SPECIFICATIONS LM FUSED DISCONNECT SWITCH SIZED FOR APPLICATION = ELECTRICAL PANEL REFRIGERATION SYSTEM NUMBER QF REFRIG. CASE FAN TERMINAL BOX CONNECTION © REFRIG. CASE LIGHT TERMINAL BOX CONNECTION OH REFRIG. CASE ANTI -SWEAT TERMINAL BOX CONNECTION © REFRIG. CASE PROBE TERMINAL BOX CONNECTION ® REFRIG. CASE DEFROST TERMINATION TERMINAL BOX CONNECTION REFRIG. SYSTEM SOLENOID P REFRIG. SYSTEM PROBE TERMINAL BOX CONNECTION (FIELD INSTALLED) Hs , , , FH-3d E.M.S. CONTROL HUMIDISTAT - SUPPLIED BY PUBLIX, INSTALLED BY CONTRACTOR AT ELEV. 8'-2' TO CENTER ® T© E.M.S. CONTROL THERMOSTAT - SUPPLIED BY PUBLIX, INSTALLED BY CONTRACTOR AS NOTED BV BAFFLE SPKR. w/VOLUME CONTROL OUTLET AND i¢'C TO CEILING SPACE 84' OR AS NOTED © BAFFLE SPKR. OUTLET WITH VC TO CEILING SPACE 96' OR AS NOTED CB COOLER BAFFLE SPKR. OUTLET WITH VC TO CEILING SPACE 96' OR AS NOTED V VOLUME CONTROL J-BOX WITH Jft TO CEILING SPACE 48' OR AS NOTED TC TIME CLOCK J-BOX WITH Yt'C TO CEILING SPACE 40' OR AS NOTED NOTE: LEVITON AND PASS & SEYMOUR (P&S) ARE APPROVED EQUALS ® 2OA-3W-125V ® 20A-3W-250 V ® 20A-4W-125/25@V ® 20A-4W-3--250V ® 30A-3W-125V ® 3OA-4W-250V RECEPTACLE HBL2310 HBL2320 HBL2410 HBL2420 HBL2610 HBL2720 RECEPTACLE CORD (GRAY) 12/3 STO 12/3 STO 12/4 STO 12/4 STO 10/3 STO 10/4 STO CORD (GRAY) COVER (BLACK) HBL6032 HBL6032 HBL6036 HBL6036 HBL6032 HBL6036 COVER (BLACK) CONNECTOR BODY HBL2313 HBL2323 HBL2413 HBL2423 HBL2613 HBL2723 CONNECTOR BODY PLUG HBL2311 HBL2321 HBL2411 HBL2421 HBL2621 HBL2721 PLUG COVER - BLACK) HBL6031 HBL6031 HBL6035 HBL6035 HBL6031 HBL6035 COVER - BLACK) BOOT COVERS NOT REQUIRED ON RECEPTACLE SIDE OF EQUIPMENT EXCEPT FOR SEAFOOD AND MEAT ® 30A-3W-125/250V ® 15A-3W-120V ® 50A-4W-600V ® 50A-3W-250V ® 60A-5W-250V ® 100A-5W RECEPTACLE HBL2620 IG4710 HBL3769 HBL3771 (NONE) HBL5160R9W RECEPTACLE CORD (GRAY) 10/3 STO 12/3 STO 8/4 STO 8/3 STO 6/5 SO 6/4 G, W, OR PPE W/EG (90°C) CORD (GRAY) COVER (BLACK) HBL6032 HBL6024 HBL7717C HBL7717C (NONE) (NONE) COVER (BLACK) CONNECTOR BODY HBL2623 HBL4729C HBL3764C HBL3762C HBL560C9W (PAINT BLACK) (NONE) CONNECTOR BODY PLUG HBL2621 HBL4720C HBL3765C HBL3763C HBL56OP9W (PAINT BLACK) A510OP9 U REO'D) PLUG COVER -BLACK) HBL6031 HBL6023 HBL7716C HBL7716C (NONE) (NONE) COVER - BLACK) ® 20A-5W-125/250V ® 3OA-5W-125/250V ® 15A-3W-120V RECEPTACLE HBL2510 HBL2810 IG5261 CORD (GRAY) 12/5 STO 10/5 STO 12/3 STO COVER (BLACK) HBL6036 HBL6036 HBL6024 CONNECTOR BODY HBL2513 HBL2813 HBL5269C PLUG HBL2511 HBL2811 HBL5266C COVER - BLACK) HBL6035 HBL6035 HBL6023 SECTION 'B' COOK SURFACE ELEVATION MICROWAVE OPEN SPACE SECTION 'A' APRON'S KIOSK - COOK SURFACE 4 APRON'S KIOSK A & B E8.1 SCALE: 1/211=11-011 GENERAL ELECTRICAL NOTES 1. WALK-IN FREEZERS AND COOLERS 10. FIRE ALARM PROVIDE AND INSTALL A SUITABLE LENGTH OF S.T.O. CORD FROM EACH (A) INSTALL ALL CONDUIT AND OUTLET BOXES AS SHOWN ON PRE -WIRED JUNCTION BOX OF EVAPORATOR COIL, TO POWER RECEPTACLE DRAWING. CORD TO BE EQUIPPED WITH A HUBBLE •7311 CAP AND SUITABLE FOR (g) ALL FIRE ALARM EQUIPMENT WILL BE FURNISHED. INSTALLED AND CONNECTION TO A '7310 RECEPTACLE. CONNECTED BY FIRE ALARM CONTRACTOR. 2. ENTRANCE DOORS (C) FIRE ALARM SYSTEM SHALL MEET ALL LOCAL REQUIREMENTS, (A) CONNECT 115 VOLT CIRCUIT TO DOOR HEADER CONNECT PER NFPA NO. 72. AND ADA. DOOR MANUFACTURERS INSTRUCTIONS. (B) CONCEAL CONDUIT IN DOOR FRAME. 11. EMERGENCY GENERATOR (A) CONTRACTOR TO INSTALL AND CONNECT 60KW GENERATOR AND 3. CONTROLS TRANSFER SWITCHES AS FURNISHED BY PUBLIX. (A) CONTRACTOR TO PROVIDE AND INSTALL ALL CONDUIT AND (8) GENERATOR WILL BE A 60KW NATURAL OR L.P. GAS DRIVEN GENERATOR CONDUCTORS FROM THERMOSTATS, FIRESTAT, HUMIDSTAT AS 120/208 VOLT 3 PHASE 4 WIRE OUTPUT, SEE SPECIFICATIONS. SHOWN ON DRAWINGS. (B) CONTRACTOR TO MAKE FINAL CONNECTIONS OF CONDUCTORS. (C) GENERATOR AND TRANSFER SWITCH ARE TO BE INSTALLED IN LOCATION AS SHOWN ON DRAWINGS AND TO MEET ALL LOCAL AND NATIONAL CODES. 4. CEILING 12. DO NOT USE MACHINE ROOM ROOF STRUCTURE FOR SUPPORTING OF ANY CONTRACTOR TO REFER TO REFLECTED CEILING PLAN FOR EXACT EQUIPMENT, SUCH AS CONDUIT OR LIGHTING FIXTURESUSE ELECTRICAL , LOCATION OF LIGHTING FIXTURES, AIR CONDITIONING DIFFUSERS, UNI-STRUT WELDED TO OR CONNECTED TO BEAMS. SPRINKLER SYSTEM, ETC. 13. CONTRACTOR TO PROVIDE PULL CORD IN ALL EMPTY CONDUITS, (ELECTRICAL. 5. FACADE SIGN TELEPHONE, COMMUNICATIONS, ETC.) FOR FUTURE USE, TERMINATE CORD (A) SIGN CONTRACTOR TO BRING LEADS THRU FACADE WALL WITH SUITABLE SIZE WASHER TO PREVENT SLIPPAGE AND PROVIDE BLANK FOR CONNECTION BY ELECTRICIAN. COVERS FOR ALL BOXES NOT USED. ALL CONDUITS TO HAVE BUSHINGS TO PREVENT CABLING DAMAGE. (B) ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX FOR EACH 'S'. 14. ALL CONDUIT ROUTING SHOWN SOLID TO BE FED CONCEALED ABOVE LETTER AND CONNECT TO PANEL CEILING. ALL CONDUIT ROUTING SHOWN WITH DASH LINES TO BE 6. ALL DEVICE COVER PLATES TO BE 305 STAINLESS STEEL. CONCEALED WITHIN WALLS OR 12' (MIN.) BENEATH SLAB. 7. NO ALUMINUM CONDUIT OR CONDUCTORS WILL BE ACCEPTED. 15. ALL CIRCUITS TO INCLUDE EQUIPMENT GROUND CONDUCTOR SIZED PER MINIMUM CONDUCTOR & CONDUIT TO BE 3*124C WITH GROUNDING ARTICLE 250 OF 2011 NFPA 70. ISOLATED GROUND (IG) CONDUCTOR (WHERE CONDUCTOR. MINIMUM UNDERGROUND OR UNDERSLAB CONDUIT TO BE hf. REQUIRED). TO BE GREEN WITH YELLOW STRIP. 8. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED BY PUBLIX 16. ALL RECEPTACLES DESIGNATED WP (FOR USE IN WET/DAMP LOCATIONS) SHALL AND INSTALLED AND WIRED BY CONTRACTOR. BE OF WEATHER -RESISTANT TYPE PER NEC 406.9(A) & 406.90(1). 9. ALL SUPPLY AND EXHAUST FANS TO BE FURNISHED AND INSTALLED BY OTHERS WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. DOOR ALARM POWER SUPPLY (DELTA •PMC-24VO35W1AA) 21V IN 24V OUT NOTE: DIP SW. 1&2=ON DIP SW. 3&4=OFF 6'x 6' VENTILATED FLUSH MTD. J-BOX FOR DOOR ALARM POWER SUPPLY DOOR ALARM (ATW 22 AWG (BLK) MAGNETIC DOOR SECURITY *PC-300) 3"14 (CKT. EB-17)2j 22 AWG (RED) SWITCH INSTALL PER (GE •1076CD) INSTRUCTIONS 24vdc ALARM SCHEMATIC 3.14 (CKT. EB-17) 2s22-1/2'C MAGNETIC DOOR SWITCH ASSEM. (GE •1076CD) INSTALL PER MANUF. INSTRUCTIONS F DOOR WITH FOLD 1 PHARMACY DOOR ALARM E2.1 SCALE: NO SCALE UNIWEB WALL' J-BOX WITH SS COVER PLATE AREAS OF HORIZONTAL RUNS BY TRADES ELECTRICAL: TOP OF STEEL GIRDER AND JOIST TO 32 IN. BELOW TOP OF STEEL; WHERE EXPOSED IN THIS PROTOTYPE, IMMEDIATELY BENEATH TOP OF JOIST MEMBER AND PASSING BETWEEN STEEL JOIST WEBBING. (THE INSTALLATION SHALL BE IN COMPLIANCE WITH NEC 300.40) REFRIGERATION: 32 IN. TO 36 IN. BELOW TOP OF STEEL GIRDER OR JOIST. WHERE EXPOSED IN THIS PROTOTYPE, IMMEDIATELY BELOW BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS. FIRE SPRINKLER: 8 IN. ABOVE CEILING; WHERE EXPOSED IN THIS PROTOTYPE, 8 IN ABOVE BOTTOM CHORD OF STEEL GIRDER JOISTS AND JOISTS. AIR CONDITIONING: 36 IN. BELOW ROOF DECK TO 10 IN. ABOVE CEILING; WHERE EXPOSED IN THIS PROTOTYPE, HANG AS CLOSE UNDER BOTTOM CHORD OF STEEL JOIST GIRDERS AND JOISTS AS POSSIBLE WHILE LEAVING ROOM FOR REFRIGERATION LINES. IF DEVIATION FROM THESE AREAS IS INDICATED, SUCH DEVIATION MUST BE AGREED UPON BY JOB SUPERINTENDENT AND PUBLIX REPRESENTATIVE. LUMINAIRE SCHEDULE LUMINAIRE POWER SUPPLY UL WET QTY. MARK MIANUF. CATALOG NUMBER DESCRIPTION MOUNTING QTY. TYPE WATTAGE LISTED 1 EM 4 DUAL-LITE VE4DI-02L EMERGENCY LIGHTING WALLPACK W/BATTERY BACKUP SURFACE LED DRIVER SEE DWG. E1.1a P1 AMERLUX GES3 SERIES TRACK SINGLE CIRCUIT TRACK - WHITE (4', 8', & 12' LENGTHS - SEE PLAN FOR CITY.) TRACK @ 14'-0" SEE DWG. E1.1a 019 15 AMERLUX SPEQ-S-A17-15-WT-TN1-120-WF-309-SN-WT LED WHITE TRACK HEAD, WF (45'), 3000K, 90+ CRi, TN1, SNOOT TRACK MTD. 1 LED DRIVER SEE DWG. E1.1a 021 48 AMERLUX SPEQ-L-A17-48-WT-TN1-120-WF-309-SN-WT LED WHITE TRACK HEAD, WF (36°), 3000K, 90+ CRI, TN1, SNOOT TRACK MTD. 1 LED DRIVER 13 X3 1 LITHONIA LQMSW3R120/277 LED EXfi FIXTURE SURFACE 1 LED DRIVER 3 E11 136 BEACON TRV-D/60NB-136/4K/T3/UNV/WHT TYPE III DN DISTRIBUTION LED WALLPACK WHITE COLOR WALL MTD. 1 LED DRIVER X INDICATES FIXTURES CONNECTED TO EMERGENCY CIRCUITS NOTES: 1. ALL SUSPENDED FIXTURES (INCLUDING BUT NOT LIMITED TO LAY -IN TYPE) TO BE SECURED WITH AIRCRAFT CABLE IN EXPOSED AREAS AND CEILING WIRE IN CONCEALED AREAS. 2. CONTRACTOR SHALL USE #12 GAGE MIN. OR MANUFACTURER SUPPLIED/APPROVED CABLE OR WIRE. 3. ALL'N' &'NN' TYPE FIXTURES TO BE INSTALLED WITH 1/4-20 BOLTS THROUGH COMPOSITE CEILING. 4. ALL'E' TYPE FIXTURES TO BE INSTALLED WITH THROUGH BOLTS. SECTION 'A' SECTION 'B' APRON'S KIOSK - SINK & REFRIG CABINET ...........:.., f i APRON'S KIOSK KEY PLAN NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, IT CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. 0 0 N > 00 O O U �.' iil `C `C lu 1` vO o aCL LU �C) 4� • Q bA W0 v� Z U J a.) ct� O U BRANDT ENGINEERING, INC. N d0 A o N Q > Q a z � a 1=- a o � J � c PHONE: (804)794-6656 g FAX: (804)794-8588 EMAIL: cadd®beiHc.com FL Certificate of Authority # 26689, Expiration Date: 2128121. R. KNOX STACY - ELECTRICAL LICENSE #63643, EXPIRATION DATE: 2/28/2021 rn N Qco Z W Z 1- N w (n o a CCU F_ W Q Q a n. W w, 9 M a� WN X UL-Li w Jmd ms w nM5 w 0 �+ CM _7 LO r 0-4 Cn z 0 c� G 0 IU// LL o W N o Q O Ci U_ 1 W X Jm J J J= a a �N U) Q W 0 0 z Q W J Z) 0 W ♦U^ v J J 0 m 2 U) L.L. Q cz G J J Q Uj U J W I � •'��GENSF •' i '• M = No 63643- .I W= w= •• STATE OF • _: FLORIOP'.•'�C�� /O N AV�0 rn N J rn N m N Q uJ o J o � o Z M N co 0 C CD N w W Z � N w O a)(,� Y LLJI a 0 0 0 8 2019 Hawkins Construction, Inc. PANEL SFL LOCATION: ELEC EQUIP 1 SERVES: SALES LIGHTING MOUNT: SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 65,000 A PANEL TYPE: NQOD MAIN LUG ONLY. 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENTSERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P A 1 SALES FLOOR LTG 1 20 1180 A ; A 3 SALES FLOOR LTG 1 20 1180 1200 , 20 1 SALES FLOOR LTG 2 A A 5 SALES FLOOR LTG 1 20 1180 1200 20 1 SALES FLOOR LTG 4 Al I A 7 SALES FLOOR LTG 1 20 876 w, . 1I80 20 1 SALES FLOOR LTG 6 A A 9 SALES FLOOR LTG 1 20 1062 482 20 1 SALES FLOOR LTG 8 A A 11 SALES FLOOR LTG 1 20 _-_--_,_�,'_-_1180 1200 20 1 SALES FLOOR LTG 10 A A 13 SALES FLOOR LTG 1 20 1180 , 1.11 I I .1062 11 20 1 PRODUCE SALES LTG 12 A A 15 SALES FLOOR LTG 1 20 708 1200. 11 "=".aj 20 1 PRODUCE SALES LTG 14 A A 17 SALES FLOOR LTG 1 20 600 1200 20 1 WALL WASH LTG (SIGNS) 16 A g A 19 SALES LTG REAR 1 20 1680 � ,� 1298 20 1 WALL WASH LTG (FRONT) 18 A A 21 SALES LTG REAR 1 20 1786 1534 11 „ ,i 20 1 WALL WASH LTG (FRONT) 20 A A 23 SALES LTG REAR 1 20 1200 1440 20 1 CHECK STAND LTG 22 A g A 25 PRODUCE TRACK LTG 1 20 1200 ". ;a, - 11' I 1,, ;"°:` 590 20 1 CHECK STAND LTG 24 A g A 27 PRODUCE TRACK LTG 1 20 1200 �,-, 20 1 SPARE 26 6 6 29 SPARE 1 20 „> „" , ; 20 1 SPARE 28 6 6 31 SPARE 1 20 Y� 20 1 SPARE 30 6 6 33 SPARE 1 20 111­20 1 SPARE 32 6 6 35 SPARE 1 20 '' . �, , 20 1 SPARE 34 6 6 37 SPARE 1 20..c 4201 20 1 1 CUSTOMER SERVICE LTG 36 A A 39 FLORAL SALES LTG 1 20 1534 :,: 20 1 SALES FLOOR LTG (FRONT) 38 A A 41 FLORAL SALES LTG 1 20 { 1680 20 1 SALES FLOOR LTG (FRONT) 40 A 1440 20 1 SALES FLOOR LTG (FRONT) 42 A CONNECTED VA: 12386 11456 11030 DEMAND FACTOR.- 1.25 TOTAL CONNECTED VA: 34872 AMPS: 97 TOTAL DEMAND AMPS: 121 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 34872 1.25 43590 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 0 1.00 0 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 34872 1.25 43590 PANEL C LOCATION: PASSAGE B SERVES: FREEZER/COOLERS MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 100 A BUS: 100 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR I CONNECTED4VABKR EQUIPMENT SERVED NO LT CKT NOTE P TRIP A B TRIP P 1 SPACE ONLY I 3 698 20 1 L FROZEN FOOD CASES 6 2 C 5 %- d� 600 15 1 F 4 - 7 1027 20 1 H 6 - C 9 FROZEN FOOD CASES 4 L 1 20 1027 698" ° 20 1 H 8 - - 11 F 1 15 � `' 600 SPACE ONLY 10 - 13 H 1 20 1027 ''"'3. t 326 15 1 F FROZEN ISLAND CASE 1 12 C - 15 H 1 20 336 1027 � ;_-- 20 1 L 14 - C 17 FROZEN FOOD CASES 5 L 1 20 �_ 852 698 20 1 H 16 - - 19 F 1 15 600 e_ 245 15 1 F FROZEN ISLAND CASE 2 18 C - 21 H 1 20 336 1027 ` .. '. `'' 20 1 L 20 - - 23 H 1 20 ,;', ,', .. ,. 617 1027 20 1 H 22 - F 1 25 CASE RECEPT 1 20 1 360 117777777 ' 326 15 1 1 F FROZEN ISLAND CASE 3 24 C 27 SPACE ONLY 336 v 4� 20 1 L 26 - F 29 CASE RECEPT 1 20 852 360 20 1 H 28 - 31 SPACE ONLY 1 840 20 1 L MEAT CASES 34 30 C 33 480 15 1 F 32 - C 35 MEAT CASES 33 F 1 15 '4-7' 5,1 4801 20 1 L MEAT CASES 35 34 C - 37 L I 1 I 20 840.T 180 15 1 F 36 - 39 SPACE ONLY 46 n:= 20 1 H 38 - 41 SPACE ONLY 40 "'' I, 42 CONNECTED VA. 6086 5925 6109 DEMAND FACTOR. 1.00 TOTAL CONNECTED VA: 18120 AMPS: 50 TOTAL DEMAND AMPS: 50 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 17400 1.00 17400 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 720 1.00 720 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 18120 1.00 18120 PANEL EB LOCATION: BREAK ROOM SERVES: STANDBY MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 100 A BUS: 100 A BOLT IN BREAKERS FULL SOLID NEUTRAL BUS GROUND & I.G. BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO IT CKT NOTE P I TRIP A B C TRIP P E 1 GEN. OFFICE COMPUTER RACK 1 20 360 =;<`, ;" , 4, _ .., E 3 GEN- OFFICE COMPUTER RACK 1 20 360 � SPACE ONLY 2 5 SPACE ONLY '; 4 7 E 7 PHARMACY REFRIGERATOR 1 20 720 ,�- 60 20 1 TIME CLOCK 6 E E 9 PHARMACY REFRIGERATOR 1 20 720 720 1,,: `;` 20 1 EMS'B' 8 E 11 SPACE ONLY , , ,`,„�, „ 360 20 1 TELECOMMUNICATIONS 10 E 13 900 20 1 TELECOMMUNICATIONS 12 E 7 F 15 PHARMACY RECEPT 1 20 720 ,, -'--� „,' SPACE ONLY 14 7 F 17 PHARMACY RECEPT 1 20 1 � ,I 9001 16 E 19 GEN OFFICE COMP RACK 1 30 '� " °' T 720 20 1 PHARMACY RECEPT 18 F 7 E 21 GEN OFFICE COMP RACK 1 30 360 k 20 1 PHARMACY RECEPT 20 F 23 SPACE ONLY , , g , ,,; 450 20 1 ATM LIGHTS <1> 22 A 5 25 24 F 27 GEN OFFICE RECEPT 1 20 720 ,ss,7,x-"_': 26 F 29 GEN OFFICE RECEPT 1 20 � ��; 720 28 11 E 31 EXISTING 1 20 i'`' 1 30 11 E 33 EXISTING 1 20 i„ ;�`� 32 11 E 35 EXISTING 1 20 34 37 SPACE ONLY 36 39 z 38 4 40 42 CONNECTED VA. 2160 1 3330 3300 DEMAND FACTOR 101 TOTAL CONNECTED VA: 8790 AMPS: 24 TOTAL DEMAND AMPS: 25 LOAD TYPE (LT) CONNECTED FACTOR DEMAND <1> VIA 4 POLE CONTACTOR'EB1' PER A LIGHTING 450 1.25 563 SQ. 'D' #LXG40VO2 OR B AIR CONDITIONING 0 1.00 0 SIEMENS #CLM1604120 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 4200 1.00 4200 F RECPTS (1st 10 KW) 4140 1.00 4140 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 8790 1.01 8903 PANEL i LOCATION: PASSAGE A SERVES: COOLERS/CASES MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 100 A BUS: 100 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P C 1 PRODUCE CASE 47 F 1 15 660 '` ""' :a - 3 L 1 20 1072 449 Y '° 20 1 L PRODUCE COOLER 40 2 C 5 SPACE ONLY, „__, 416 15 2 F 4 - 7 416 - - F 6 - 9 233 20 1 L FF SEAFOOD CASE 36 8 C C 11 SEAFOOD CASE 52 F 1 15 '.- " 180 125 15 1 F 10 - C 13 SEAFOOD CASE 52&53 L 1 20 336 637 20 1 H 12 1 - - 15 52&53 H 1 20 192 " _ SPACE ONLY 14 C 17 SEAFOOD CASE 53 F 1 15 360 245 15 1 F PRODUCE CASE 41 16 C F 19 CASE RECEPT 1 1 20 180 60 20 1 H 18 - F 21 1 CASE RECEPT 1 20 180 ' ' SPACE ONLY 20 C 23 MEAT ROOM COIL 37 F 2 20 420 749 15 1 F PRODUCE CASE 42 22 C - 25 F - - 749-"' 2$1 20 1 L 24 - C 27 SEAFOOD COIL 38 F 2 20 281 375 <,;:. ," 20 1 L REAR LOAD JUICE CASES 43 26 C - 29 F - I - 864 375 15 1 F 28 - 31 1 SPACE ONLY "' SPACE ONLY 30 C 33 SEAFOOD COOLER 39 F 2 15 360 208 15 1 IF PRODUCE ISLAND CASE 44 32 C - 35 F - - 208 SPACE ONLY 34 - 37 L 1 20 268 1" , . ., I 480 15 1 F PRODUCE ISLAND CASE 45 36 C 5 C 39 SUSHI CASE 140 F I 1 20 91 20 20 1 H 38 - 5 - 1 41 1 L I 1 20 g§",'' 394 20 20 1 L PRODUCE CASE 46 40 C 1117 �' 6001 15 1 1 F 42 - CONNECTED VA: 4230 4058 4196 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 12484 AMPS: 35 TOTAL DEMAND AMPS: 35 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 12124 1.00 12124 D KITCHEN 0 0.65 0 E MSC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 360 1.00 360 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 12484 1.00 12484 PANEL SFL1 LOCATION: ELEC EQUIP 1 SERVES: SALES LIGHTING MOUNT: SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS).- 65,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS I CKT NOTE LT CKT NO EQUIPMENTSERVED BKR CONNECTEDVA BKR I EQUIPMENTSERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P A 1 DELI SALES LTG 1 20 810 A 3 DELI SALES LTG 1 20 1200 1077 `` ' ` 20 1 SALES FLOOR LTG 2 A A 5 FLORAL PREP LTG 1 20 1 ' 1180 852 20 1 SALES FLOOR LTG 4 A A 7 SALES FLOOR LTG 1 20 1200 20 1 SALES FLOOR LTG 6 A A 9 SALES FLOOR LTG 1 20 1200 1062 : 20 1 SALES FLOOR LTG 8 A A 11 SALES FLOOR LTG 1 20 1180 20 1 SALES FLOOR LTG 10 A A 13 SALES FLOOR LTG 1 20 1200 20 1 SALES FLOOR LTG 12 A A 15 VESTIBULE LTG 1 20 1062 742 20 1 SALES FLOOR LTG 14 A A 17 VESTIBULE LTG 1 20 1078 1728 20 1 SALES FLOOR LTG 16 A 6 19 SPARE 1 20 960 20 1 1 SALES FLOOR LTG 18 A A 21 CHECK STAND LTG 1 20 1318 1078 - 20 1 CHECK.STAND LTG 20 A A 23 CHECK STAND LTG 1 20 1318 1078 20 1 CHECK STAND LTG 22 A 25 SPACE ONLY 11 -- � 415 20 1 FAN F-8 (1/8 HP) 24 B 27 7 SPACE ONLY 26 29 28 31 - '' 30 3311 ��°` 32 35 � 34 37 36 39 � 38 41 ". 40 °a , N r ,.: , I "- 42 CONNECTED VA: 5590 8715 7433 DEMAND FACTOR: 1.25 TOTAL CONNECTED VA: 21738 AMPS: 60 TOTAL DEMAND AMPS: 75 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 21323 1.25 26654 B AIR CONDITIONING 415 1.00 415 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 0 1.00 0 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 21738 1.25 27069 PANEL DMOUNT: LOCATION: ELEC EQUIP 1 SERVES: PROD. GRID & REAR SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 65,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA I BKR I EQUIPMENT SERVED CKT NO ILT CKT NOTE P TRIP A B C TRIP I P F 1 BUG ZAP 1 20 180 .A 3 SPACE ONLY 1920 30 2 CORD REEL (PRODUCE) 2 F 5 <^ 1920 - - 4 - 7 DSD DESK 1 20 ', 1920 30 2 CORD REEL (PRODUCE) 6 F 9 SPACE ONLY 1920 :"a - - 8 - 11 '11, ' 1,-'� I SPACE ONLY 10 13 " 3695 60 3 BAILER 10 HP (2300HD) 12 E 15 3695"; , , - - 14 - E 17 GEN JACKET HEATER 1 20 ,7> 36951 1000 - - 16 1 - E 19 COMPACTOR ODOR FAN 1 20 360 d ' SPACE ONLY 18 E 21 FLOOR SCRUBBER 1 20 600 1 20 El 23 1 FLOOR SCRUBBER 1 20 z,�, IiA 180 600 20 1 ROOF TOP RECEPT 22 F F 25 EDF/RRM RECEPT/BUG TRAP 1 20 1000 � ��-- ,�.= 530 20 1 PUMP MOTOR CONTROL ROOM 24 E 27 SPACE ONLY 1 180 , " .q. � 20 1 GEN. CAGE RECEPTACLE 26 F 5 E 29 SCISSOR LIFT 3 20 28 - 1 31 - - :'> 30 - 33 - - w 32 35 SPACE ONLY z, 34 37 11 36 39 _ , 38 41 -7777777- 40 "I 1 42 CONNECTED VA: 9255 6395 7745 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 23395 AMPS: 65 TOTAL DEMAND AMPS: 65 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 0.65 0 E MISC. EQUIPMENT 14175 1.00 14175 F RECPTS (1st 10 KW) 9220 1.00 9220 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 23395 1.00 23395 PANEL EM LOCATION: ELEC EQUIP 2 SERVES: LIFE SAFETY MOUNT: SURFACE PNL VOLTAGE: 120/208,3P, 4W PNL AIC (RMS): 22,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P A 1 SALES FLOOR LTG 1 20 1440 < .., A 3 SALES FLOOR LTG 1 20 1680 1680 , ,` 20 1 SALES FLOOR LTG 2 A A 5 SALES FLOOR LTG 1 20 s�, s �:.__ 1440 1680 20 1 SALES FLOOR LTG 4 A A 7 SALES FLOOR LTG 1 20 1680 ._ °; ,.., 1440 20 1 SALES FLOOR LTG 6 A A 9 SALES FLOOR LTG 1 20 1 708 1440 . ' r; .>° 20 1 CHECKSTAND LTG 8 A A 11 SALES FLOOR LTG 1 20 944 1440 20 1 CHECKSTAND LTG 10 A A 13 SALES FLOOR LTG 1 20 354 ' '-I 1 DELIBAKERY LTG 12 A 15 SPACE ONLY 11 1111 ;fir, �",:" SPACE SPACE ONLY 14 A 17 FT OFFICES LTG 1 20 1816 1374 20 1 RR STOR/MEAT/SEAFD/PRODUCE 16 A A 19 CUSTOMER SERVICE LTG 1 20 252. 360 20 1 FACP & POWER SUPPLY'A' 18 E 11 E 21 EXISTING 1 20 SPACE ONLY 20 A 23 MECHANICAL CENTER LTG 1 20 ten. 24 798 20 1 EXIT LTG 22 A F 25 MECHANICAL CENTER RECEPT 1 20 360 11 267 20 1 EXIT DOOR LTG 24 A 5 E 27 I SUREGE SUPPRESSION 3 40 10 Jim I SPACE ONLY 26 - 29 - - -, 180 10 20 1 FIRE ALARM POWER SUPPLY'B' 28 E - 31 - - 10 :: 180 20 1 FIRE ALARM POWER SUPPLY'C' 30 E 33 SPACE ONLY T,; ,,, �... SPACE ONLY 32 35 34 37 36 39 38 41 1 1 40 1 42 CONNECTED VA: 6484 7534 85971 DEMAND FACTOR: 1.24 TOTAL CONNECTED VA: 22615 AMPS: 63 TOTAL DEMAND AMPS: 78 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 21505 1.25 26881 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 750 1.00 750 F RECPTS (1st 10 KW) 360 1.00 360 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 22615 1.24 27991 PANEL K LOCATION: BAKERY DEPT SERVES: COOLERS/CASES MOUNT: SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 100 A BUS: 100 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR I EQUIPMENT SERVED I CKT NO LT CKT NOTE P TRIP A B C TRIP I P I 1 C 1 DELI ISLAND 48 F 1 15 115 -. 1 - 3 L 1 20 536 130 � '' 20 1 L DELI COOLER (UNPREP) 51a 2 C 1 C 5 DELI ISLAND 49 F 1 15 208 80 15 2 F 4 - 1 - 1 7 L 1 20 90 208 - - F 6 - 1 C 9 DELI ISLAND 50 F 1 15 208 80 1 15 2 F DELI COOLER (PREP) 51b 8 C L 1 20 -11 208 90 - - I F 10 - C 13 DELI SERVICE CASE 51c F 1 15 286 536 20 1 L 12 - - 15 1 H 1 20 208 296 � 15 2 F BAKERY COOLER 51d 14 C - 17 L 1 20 208 562 - - F 16 1 - C 19 BAKERY FREEZER 56 L 1 20 1 804 268 20 1 L 18 - C 21 BAKERY 3 DOOR CAKE CASE 57 H 1 20 534 648 20 1 1 L BAKERY DELI FREEZER 54 20 C - 23 F 1 15 s- 180 SPACE ONLY 22 - 25 L 1 20 233 " 144 15 1 F BAKERY DESSERT CASE 55 24 C C 27 FLORAL CASE 58 1 15 80 216 , tl 20 1 H 26 - - 29 L 1 20 269 276 20 1 L 28 - 1 F 31 DELI CASE RECEPT 1 20 360 MM 430 20 1 F DELI CASES 45 30 C 5 1 F 33 DELI CASE RECEPT 1 20 1000 360 20 1 1 L 45 32 - 1 5 SPACE ONLY 430 20 1 F DELI CASES 44 34 C 5 1000 20 1 L 44 - t 38 i y "I": , - ,42 40 CONNECTED VA: 4454 3053 3774 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 11281 AMPS: 31 TOTAL DEMAND AMPS: 31 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 10561 1.00 10561 D KITCHEN 0 0.65 0 E MSC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 720 1,00 720 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 11281 1.00 11281 PANEL AMOUNT: LOCATION. PASSAGE B SERVES: FREEZER/COOLERS FLUSH PNL VOLTAGE: 120/208 3P 4W , PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN BREAKER: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS FEED THRU LUGS CKT NOTE LT CKT NO EQUIPMENTSERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C I TRIP I P C 1 DAIRYCASES 25 L 1 20 336 `" - 3 F 1 15 60 480 . --, 20 1 F BEER CASE 119 2 C 5 C 5 DAIRYCASES 24 F 1 15 ' I 1 60 240 20 1 L 4 5 - 7 L 1 20 168 600 15 1 F ICE CREAM CASE 16 6 C C 9 DAIRYCASES 21 F 1 15 1027 4801, 20 1 H 8 - - 11 L 1 20 ,. 1027 336 20 1 H 10 - C 13 DAIRYCASES 22 L 1 20 336. 698 20 1 L 12 - - 15 F 1 15 1125 480 g­� ,, ;':� 20 1 H ICE CREAM CASE 17 14 C C 17 REAR LOAD DAIRY 23 F 1 15 1125 900 20 1 H 1611 19 L 1 20 871 -, , ","„ 698 20 1 L 18 = - 21 H 1 20 660 1591 " I ; , 15 1 F 20 - 23 SPACE ONLY SPACE ONLY 22 C 25 DAIRYCOOLER 26 F 2 15 624 11 I 648 20 1 H ICE CASE 14 24 C - 27 F - - 233 624 `, !' -��, 20 1 IL 26 - - 29 L 1 20 . 180 1072 15 1 F 28 - C 31 ICE CREAM FREEZER 27 L 1 20 1072 ,,gg 336 20 1 L FROZEN FOOD CASES 20 30 C 33 SPACE ONLY 600 15 1 F 32 - C 35 ICE CREAM CASE 15 L 1 20 '0 600 698 15 1 F BEVERAGE CASE 19 34 C - 37 F 1 15 600 „� 336 20 1 L 36 - - 39 H 1 20 180 1027 �°°-._ 20 1 CASE RECEPT 38 F - 41 H 1 20 ,,,,'. _.,, 180 1027 20 1 CASE RECEPT 40 F ` � W SPACE ONLY 1 42 CONNECTED VA: 7892 7854 7589 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 23335 AMPS: 65 TOTAL DEMAND AMPS: 65 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 22975 1.00 22975 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 360 1.00 360 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 23335 1.00 23335 PANEL EMOUNT: LOCATION: ELEC EQUIP 2 SERVES: STANDBY SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 35,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND & I.G. BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO ILT CKT NOTE P TRIP A B C TRIP P E 1 DOCK LEVELER#1 1 20 1285 , E 3 DOCK LEVELER #2 1 20 3700 1285 60 3 COMPACTOR (10HP) 2 E E 5 BAKERYAPMG/FLRL SCALE 1 20 ,T ' 3700 720 - - 4 - E 7 DELI PPS 1 20 900 3700 - - 6 - F 9 PGM DEPT MGR WORKSTATION 1 20 790 780 20 2 TRUCK PIT SUMP PUMP 8 E E 11 GROCERY RECEIVING DSD 1 20 E, 790 360 - - 10 - E 13 LIFT STACKER STATION 1 20 200 `" 2500 30 1 AUTOWRAPPER (SOLOXL) 12 D E 15 COMM'B' HUB CABINET 1 20 800 , SPACE ONLY 14 7 E 17 DELI SCALES 1 20 ' .w� 120 240 20 1 TIME CLOCK (BKRY& REAR) 16 E E 19 DELI SCALES 1 20 120 7,7 t . �l 480 20 1 SEAFOOD/PRODUCE SCALE 18 E E 21 FIRE RISER COMPRESSOR (1HIP) 1 20 4001 1920 a _ 20 1 EMS'A' 20 E E 23 FAN RELAY CONTROLS 1 20 N' 180 500 20 1 SURGE SUPPRESSOR RECEPT 22 E D 25 MEAT AUTO LABELER 1 20 575 s 10 40 3 SURGE SUPPRESSOR 24 E 5 F 27 DELI OEO PRINTER (GFCI 5mA) 1 20 10 100 . ,5,s - - 26 - 29 10 - - 28 - 31 �� � SPACE ONLY 30 33 >".Sf'S 32 35 Rk 1 34 o� "�, 36 39 5400 ,... - 150 3 PANEL'EA' 38 41 6210 - - 40 _E[37 - : � . 8040 - - 1 42 CONNECTED VA: 13380 15895 16550 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 45825 AMPS: 127 TOTAL DEMAND AMPS: 128 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 450 1.25 563 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 3075 1.00 3075 E MISC. EQUIPMENT 33080 1.00 33080 F RECPTS (1st 10 KW) 9220 1.00 9220 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 45825 1.00 45938 PANEL FMOUNT: LOCATION: PASSAGE A SERVES: PRODUCE / STORAGE FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 22,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR I ED VA I BKR EQUIPMENT SERVED CKT NO ILT CKT NOTE P TRIP A B C TRIP I P 1 SPACE ONLY ` �.,$'. A 3 REC STORAGE LTG 1 20 540 1398 ' ' 20 1 1 PROD MISTER/CASE TOP RECEPT 2 F A 1 5 REC STORAGE LTG 1 20 . ;, 720 1896 20 1 PRODUCE WRAPPER (625-A) 4 D A 7 PRODUCE LTG 1 20 882 .. 720 20 1 PRODUCE WRAPPER (S112AHP) 6 D A 9 MEAT/SEAFOOD LTG 1 20 1450 SPACE ONLY 8 A 11 DOCK LTG 1 20 ,�� 1770 50 924 20 1 PROD BUG TRAP/OFFICE RECEPT 10 F A 13 1 EXTERIOR LTG 1 20 PRODUCE RECEPT 12 F 15 SPACE ONLY -,'N.,z�� SPACE ONLY 14 17 N 1454 1200 20 1 RICE STEAMER 16 D E 19 SEAFOOD ICE M/C (F800) 1 20 , w ;,M 1560 20 1 MEATROOM PATTY MACHINE (330A) 18 D 21 SPACE ONLY 720 20 1 SEAFOOD WRAPPER 20 D 23S 1600 30 2 SEAFOOD STEAMER (NE3280) 22 D 7 25 1600 - - 24 - D 27 SUSHI CASE (OSIOA-P) 1 30 1000 1825 '` ", 20 1 MEAT ROOM SLICER (9091919) 26 DI 7 7,13 D 29 MEAT RM GRINDER 1 20 912 1008 20 1 1 MEAT ROOM CUB ER (705) 28 D 7 31 1 SPACE ONLY ' . 540 20 1 MEAT ROOM RECEPT 30 F 7 D 33 MEAT SAW #2 (BIR03334HH) 3 20 710 710 20 3 MEAT SAW #1 (BIR03334HH) 32 D 7 - 1 35 - - `"' 710 710 - - 34 - - 37 - - 710 710 - - 36 - D 39 SEAFOOD LOBSTER TANK 1 20 180 30 3 MEATROOM LG GRINDER (MG1532) 38 D 5 7 5 D 41 KNIFE SHARPENER 1 20 3460 600 - - BREAKER SHALL BE HACR RATED 40 - ° 3460 - - 1 42 - CONNECTED VA: 11246 14215 14088 DEMAND FACTOR: 0.80 TOTAL CONNECTED VA: 39549 AMPS: 110 TOTAL DEMAND AMPS: 88 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 8320 1.25 10400 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 28285 0.65 18385 E MSC. EQUIPMENT 1454 1.00 1454 F RECPTS (1st 10 KW) 1490 1.00 1490 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 39549 0.80 31729 PANEL LOCATION: DELI DEPT PNL VOLTAGE: 120/208, 3P, 4W BOLT- IN BREAKERS L SERVES: MOUNT: DELI HOOD SURFACE PNL AIC (RMS)-. PANEL TYPE: 22,000 A FULL SOLID NEUTRAL BUS GROUND BUS NQOD MAIN BREAKER: 400 A BUS: 400 A 120 VOLT SHUNT TRIP CKT CKT BKR CONNECTED VA BKR I CKT CKT EQUIPMENT SERVED EQUIPMENT SERVED I NOTE LT NO P TRIP A B C TRIP I P I NO LT NOTE D 1 DELI FRYER (GEF-720) 3 80 6960 � �' g - 3 1 - - 6960 6960 `," a t," 80 3 DELI FRYER (GEF-720) 2 D - 5 - - 6960 6960 - - 4 - D 7 COMBI-THERM (10-10) 3 50 2795 A g" .,k:: 6960 - - 6 - - 9 - - 2965 2795 , ' �� 40 3 ROTISSERIE 8 D - 11 - - 2965 2795 - - I 10 - IDI 13 ROTISSERIE (HR-7) 3 1 40 2965 2965 - - 12 - - - 15 - - 1800 2965 20 1 STAR SAND PRESS (SR GR14) 14 D - 17 - - � 3435 2965 50 2 GARLAND GRIDDLE (ED-24G) 16 D E 19 SHUNT TRIP CONTROL 1 20 600 3435 - - 1 18 1 - E 21 1 DELI OEO 1 20 30 1 DELI OEO 20 E 11 E 23 EXISTING 3 40 _ $� 6960 2000 80 3 DELI FYRER (GEF-720) 22 D 6 11 - 25 - - 2000 g - 6960 - - 24 - 11 - 27 - j - 6960 2000 - - 26 - 6 29 SPARE 2 20 1 28 6 31 1 - -y :. 30 33 SPACE ONLY 32 35 1 1 34 37 "'-I 1 36 39 WER 38 41 I 40 �,.� ,, mzu,-,�' 42 CONNECTED VA: 34005 35040 35040 DEMAND FACTOR: 0.67 TOTAL CONNECTED VA: 104085 AMPS: 289 TOTAL DEMAND AMPS: 194 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 97485 0.65 63365 E MISC. EQUIPMENT 6600 1.00 6600 F RECPTS (1st 10 KW) 0 1.00 0 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 104085 0.67 69965 PANEL BMOUNT: LOCATION: PASSAGE B SERVES: FREEZER/COOLERS FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS).- 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP I P C 1 MEAT FREEZER 28 1 15 804 1 11 11 C 3 MEAT COOLER 30 1 20 480 804 ,. 20 1 F PROCESSED MEAT 32 2 C C 5 CHICKEN COOLER 29 1 20 336 536 15 1 1 L 4 7 SPACE ONLY SPACE ONLY 6 C 9 FROZEN FOOD CASES 9 1 15 698 698 � 20 1 L FROZEN FOOD CASES 10 8 C - 11 1 20 '°.�� 660 1027 20 1 F 10 - - 13 1 20 1027" 1125 20 1 H 12 - - 15 1 20 1125 600 7 . 15 1 H 14 - 17 SPACE ONLY 6981 20 1 L FROZEN FOOD CASES 11 16 C 19 ,_ ;., 1125 20 1 H 18 - C 21 ICE CASE 7 1 15 1125 180 ,-# 20 1 H 20 - - 23 1 20 ' 660 637 15 1 F 22 - - 25 1 20 233 , 180 15 1 CASE RECEPT 24 F F 27 CASE RECEPT 1 20 180 °` ` " SPACE ONLY 26 C 29 FROZEN FOOD CASES 8 1 20 698 600 20 1 L FROZEN FOOD CASES 12 28 C - 31 1 20 1027 g"", .. 1027 20 1 H 30 - - 33 1 15 1027 1027I""" `', 20 1 H 32 - - 35 1 20 ."'-< 600 698 20 1 F 34 - 37 ISPACE ONLY: 420 698 20 1 L FROZEN FOOD CASES 13 36 C C 39 PROCESSED MEAT 31 F 1 20 1027 ."� „-"� 20 1 H 38 - - 1 41 1 L 1 1 15"` 1027 281 20 1 H 40 1 - ,. F ,y ; 600 20 1 F 42 - CONNECTED VA: 8573 8588 8534 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 25695 AMPS: 71 TOTAL DEMAND AMPS: 71 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 25335 1.00 25335 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 360 1.00 360 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 25695 1.00 25695 PANEL EA LOCATION: BREAK ROOM SERVES: STANDBY MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND & I.G. BUS CKT NOTE LT CKT NO EQUIPMENTSERVED BKR I VA BKR EQUIPMENTSERVED CKT NO 1 LT CKT NOTE P TRIP A B C TRIP P E 1 CHECKOUT #4 TERMINAL 1 20 360 20 1 SELF CHECKOUT#4B TERMINAL 2 E 9 E 3 CHECKOUT#5 TERMINAL 1 20 360 360 1 g E 5 SELF CHECKOUT#5A TERMINAL 1 20 360 360 20 1 SELF CHECKOUT#4A TERMINAL 4 E g g E 7 SELF CHECKOUT#5B TERMINAL 1 20 1 360- 360 20 1 CHECKOUT#3 TERMINAL 6 E El 9 CHECKOUT#8 TERMINAL 1 1 20 360 360 .,,, � - 20 1 CHECKOUT TERMINAL 8 E E 11 CHECKOUT #9 TERMINAL 1 20- ,.,, 360 360 20 1 CHECKOUT#11 TERMINAL 10 E 13 SPACE ONLY , SPACE ONLY 12 15 180 20 1 FRONT DSD RECEPT 14 F E 17 PUBLIC CCTV MONITOR 1 20 - " , 180 720 20 1 EMPLOYMENT KIOSK 16 E 11 IE 1 19 EXISTING 2 1 20 1 NEM 20 1 EXISTING 18 IE 11 - 21 - - SPACE ONLY 20 F 23 CCTV MONITOR RECEPT VESTIBULE 1 20 : ; s .,..nl,: " 900 22 25 SPACE ONLY �N, 540 20 1 GEN OFFICE MONITORS 24 E 27 360 w, 20 1 CPU MONITOR (CASH ROOM) 26 E 29 360 20 1 PRINTER 28 E E 31 SURGE SUPPRESSOR 3 40 180 t. R 780 20 1 1 CCTV RECEPT 30 F 9 - 33 - - 360 180 1, � , °. 20 1 CCTV POWER SUPPLY 32 F g - 35 - ,, ,, 720 180 20 1 CUSTOMER SERVICE RECEPT 34 F 37 PANEL'EB' 3 100 2160 " 540 20 1 CUSTOMER SERVICE RECEPT 36 F 39 1 1 - - 720 3330 °, :- 20 1 CUSTOMER SERVICE RECEPT 38 F 41 - - � 3300 SPACE ONLY 40 CONNECTED VA: 5400 6210 8040 DEMAND FACTOR: 1.01 TOTAL CONNECTED VA: 19650 AMPS: 55 TOTAL DEMAND AMPS: 55 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 450 1,25 563 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MISC. EQUIPMENT 10860 1.00 10860 F RECPTS (1st 10 KW) 8340 1.00 8340 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 19650 1.01 19763 PANEL HMOUNT: LOCATION: PASSAGE A SERVES: GONDOLA SALES FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 100 A BUS: 100 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR . EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP I P F 1 GONDOLA RECEPT 1 20 720 ,;''''Rd F 3 GONDOLA RECEPT 1 20 720 720 1zI , 20 1 GONDOLA RECEPT 2 F 7 F 1 5 GONDOLA RECEPT 1 20 ._ 720 540 20 1 GONDOLA RECEPT 4 F A 7 GONDOLA LTG 1 20 1200 � . 540 20 1 GONDOLA RECEPT 6 F A 9 GONDOLA LTG 1 20 600 1200 ,`--„ ,I -; 20 1 COFFEE GRGINDER 8 D A 11 GONDOLA LTG 1 20 1200 30 2 SPARE 10 6 9,12 E 13 APRON'S MICROWAVE <1> 1 20 1500 aa' , _ - - 12 9,12 F 15 APRON'S RECEPTACLES <1> 1 20 1200 180 20 1 GONDOLA LTG 14 A 9,12 E 17 APRON'S RECEPTACLES <1> 1 20 � � ,`" 1200 180 20 1 GONDOLA LTG 16 A g C 1 19 APRON'S REFRIGERATOR 1 20 480 1200 20 1 GONDOLA LTG 18 A g F 21 APRON'SRECEPTACLE 1 20 2217 180 30 2 APRONS DISPLAY CASE 20 C 10 9,12 D 23 APRON'S SINK <1> 1 20 :% r, , ,, 2217 1800 - - 22 - 5,12 A 25 APRONS CANOPY LIGHTS <1> 1 1 20 200 SPACE ONLY 24 27 26 29 1.� 28 31 -s,,,,; 30 35 = 34 37 36 39 1_138 41 40 �; 42 CONNECTED VA:" 6417 5460 DEMAND FACTOR: 1.08 TOTAL CONNECTED VA: 20714 AMPS: 58 TOTAL DEMAND AMPS: 62 LOAD TYPE (LT) CONNECTED FACTOR DEMAND <1 > VIA 6 POLE CONTACTOR 1ri2' PER A LIGHTING 7400 1.25 9250 SO. 'D' #LXG60V02 OR B AIR CONDITIONING 0 1.00 0 SIEMENS #CLMIB06120 C REFRIGERATION 4914 1.00 4914 D KITCHEN 2400 0.90 2160 E MISC. EQUIPMENT 1680 1.00 1680 F RECPTS (1st 10 KW) 4320 1.00 4320 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 20714 1.08 22324 1. CONTRACTOR SHALL DISCONNECT EO(ISTING REFRIGERATED CASE FOR REMOVAL AND REUSE EXISTING BREAKER, CONDUCTORS AND CONDUIT FOR INSTALLATION OF NEW REFRIGERATED CASE 2. CONTRACTOR SHALL DEMOLISH D(ISTING CIRCUIT AND REUSE BREAKER FOR NEW CIRCUIT SHOWN. 3. CONTRACTOR SHALL DEMOLISH EXISTING CIRCUIT AND BREAKER CONTRACTOR SHALL PROVIDE NEW BREAKER FOR CIRCUIT SHOWN. NEW BREAKER SHALL BE UI_ LISTED FOR USE IN EXISTING PANEL AND HAVE SAMEAIC RATING AS EXISTING MUIPMENT. 4. CONTRACTOR SHALL USE EXISTING SPARE BREAKER FOR NEW CIRCUIT SHOWN 5. CONTRACTOR SHALL PROVIDE NEW BREAKER IN IX1511NG SPACE FOR CIRCUIT SHOWN NEW BREAKER SHALL BE UL LISTED FOR USE IN EXISTING PANEL AND HAVE SAME AIC RATING AS EXISTING EQUIPMENT. 6. CONTRACTOR SHALL DEMOLISH EXISTING CIRCUIT AND MARK BREAKER SPARE 7. CONTRACTOR SHALL RELOCATE EXISTING CIRCUIT AND RECEPTACLETO NEW LOCATION AS SHOWN ON PLAN DRAWINGS. 8. CONTRACTOR SHALL ROUTE CIRCUIT THRU EXISTING CONTACTOR FOR LIGHTING CONTROL. 9. CONTRACTOR SHALL REWORK EXISTING CIRCUIT TO NEW LOCATION AS SHOWN ON PLAN DRAWINGS. CONTRACTOR SHALL PROVIDE ALL CONDUIT AND WIRE Rt3CUIR® FOR GRCUff RELOCAl1OR 10. CONTRACTOR DISCONNECT EXISTING EQUIPMENT AND REUSE EXISTING CIRCUIT FOR INSTALLATION OF PEW t31UIPMENT. 11. CONTRACTOR SHALL VERIFY EXISTING CIRCUIT AND UPDATE PANE. SCHEDULE 12. CONTRACTOR SHALL ROUTE CIRCUIT THRU NEW CONTACTOR FOR LIGHTING CONTROL. 13. CONTRACTOR SHALL REPLACE EXISTING BREAKER WITH NEW BREAKER SHOWN NEW BREAKER SHALL BE U1L LISTED FOR USE IN EXISTING PANE- AND HAVE SAME AIC RATING AS EXISTING EQUIPMENT. NOTE: THIS DOCUMENT MAY HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. 6 't 10 Cq S I .,�N 0 - 00 U � 4-'M U �C1 B N � � (� 1 1 � � 1 e O , �0 `O • V � �ar- tn Cl 00 � �� -0 0 40 40 � .--i w rA �1 ;_4 0 aCL rA 0 t 2 . ,.., a. tb = W 0 C'n Z U J �- �0 U BRANDT ENGINEERING, INC. 0 o N O a o a z a Q � ii = f- O ,< i o Cn m c m PHONE: (804)794-6656 o FAX: (804)794-8588 EMAIL: cadd®beiric.com FL Certificate of Authority # 26689, Expiration Date: 2128121. R. KNOX STACY - ELECTRICAL LICENSE #63643, EXPIRATION DATE: 212812021 m 0 N Q N Z Lu j Z I- N W C"J ,6 v U) R a CU a U) Lu !e w Q CQ G w IW- Z) O� w w °o M CU _j W J 3 m mo a� w n �+ W pY M U LO CN r (n Z O CG G 0 C) w o 0- LLJ N o w O 6LL. m JWJC JJYm�0>- � 00 - 1�h O^� N w w w N vJ w J 0 LIJ U W Lu Z Q _J Q LL U J Lij \\\\Ali /)p/ 11 .NOX sTq�%, �GENSF ��: 0 3 Na 6364 = 8-,�� W - �tl - • STATE OF ._, -1 FLORUOP'• ••' - •` .,////`S/O N AV\\\\ /1111110 N J N r m uj Cn 2 w C)w I O - o z c7 N H 00 N 0 C z `% � cv W o U Y o a o v I 8 2019 u­&inc Cnnstruction, Inc. PANEL mMOUNT: LOCATION: DELI DEPT SERVES: DELI SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 14,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P A 1 DELI LTG 1 20 1092 A 3 DELI LTG 1 20 540 912,_ 20 1 ROOFTOP RECEPT 2 F A 5 HOOD LTG 1 20 552 450 20 3 FAN F-1 (1 HP) 4 E 11 D 7 PEANUT BUTTER MAKER 2 20 :; 552 - - 6 - - 9 - - 552 - - - 8 - D 11 BLAST CHILLER 2 20 540 780 20 1 BKRY/DELVOFFICE RECEPT 10 F - 13 - I - 780 MM 1240 15 1 DELI HOT CASE (GHSS461 H) 12 D 2 2 D 15 DELI HOT CASE (DP8HP60) 2 30 1210 2230 20 1 DELI HOT CASE (HM03936) 14 D 2 - 17 - 4: " 600 2230 20 1 DRINK VISI 16 C 2 D 19 DELI HOT CASE (GHSS461 H) 2 30 1700 x 600 20 1 DRINK VISI 18 C - 21 - - 1680 1700 �a 20 1 2 DOOR REFRIGERATOR (360-10486) 20 C 2 D 23 DELI HOT CASE (GHS355H) 1 20 1920 20 1 GRILL 22 D D 25 SODA STATION (AIR PUMPS) 1 1 20 2500 30 2 TURBO CHEF 24 ID 7 D 27 WRAPPER (625A) 1 20 2500 1200 7. ,_ _, .. - - 26 - 7 D 29 SLICER (BIZZERBA) 1 20:: 790 690 20 3 FAN F-2 (3/4 HP) 28 E F 31 DELI PENDENT PREP RECEPT 1 20 360 790 - - 30 - D 33 POPCORN MACHINE (2001 ST) 1 30 790 2- - 32 - D 35 SERVICE CENTER SLICER (BIZZERBA) 1 20 420 20 3 FAN SF-1 (1/2 HP) 34 E D 37 SERVICE CENTER SLICER (BIZZERBA) 1 20 420 ,;° - - 36 - D 39 SERVICE CENTER SLICER (BIZZERBA) 1 20 420 REA - - 38 - D 41 SERVICE CENTER SLICER (BIZZERBA) 1 1320 420 20 1 ICE MACHINE MC400HR 40 E IVA:!l 600 20 1 DRINK VISI 42 C CONNECTED 1624 10264 13192 DEMAND FACTOR: 0.79 TOTAL CONNECTED VA: 35080 AMPS: 97 TOTAL DEMAND AMPS: 77 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 2454 1.25 3068 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 3480 1.00 3480 D KITCHEN 22360 0.65 14534 E MSC. EQUIPMENT 5346 1.00 5346 F RECPTS (1st 10 KW) 1440 1.00 1440 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 35080 0.79 27868 PANEL LOCATION: PASSAGE B PNL VOLTAGE: 120/208, 3P, 4W BOLT- IN BREAKERS RMOUNT: SERVES: GONDOLA SALES PNL AIC (RMS): PANEL TYPE: 10,000 A NQOD FULL SOLID NEUTRAL BUS GROUND BUS FLUSH MAIN LUG ONLY: 100 A BUS: 100 A CKT CKT BKR CONNECTED VA BKR CKT CKT EQUIPMENT SERVED EQUIPMENTSERVED NOTE LT NO P TRIP A B C TRIP P NO LT NOTE 7 F 1 GONDOLA RECEPTACLE 1 20 360 7 F 3 GONDOLA RECEPTACLE 1 20 360 SPACE ONLY 2 7 F 5 GONDOLA RECEPTACLE 1 20 720 4 A 7 GONDOLA LIGHTING 1 20 1200 6 A 9 GONDOLA LIGHTING 1 20 1200 8 F 11 CASE RECEPTACLES 1 20 900 10 5 C 13 REFRIGERATED GONDOLA END CASE 1 20 1200 12 5 IC 15 REFRIGERATED GONDOLA END CASE 1 25 2068 14 17 16 19 18 21 20 23 Iwo 22 25 24 27 26 29 28 31 '� 30 33 32 35 34 37 36 39 38 41 40 42 CONNECTED VA: 2760 3628 1620 DEMAND FACTOR: 1.07 TOTAL CONNECTED VA: 8008 AMPS: 22 TOTAL DEMAND AMPS: 24 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 2400 1.25 3000 B AJR CONDITIONING 0 1.00 0 C REFRIGERATION 3268 1.00 3268 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 2340 1.00 2340 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 8008 1.07 8608 PANEL NOTES: 1. CONTRACTOR SHALL DISCONNECT EXISTING REFRIGERATED CASE FOR REMOVAL AND REUSE EXISTING BREAKER, CONDUCTORS AND CONDUIT FOR INSTALLATION OF NEW REFRIGERATED CASE 2. CONTRACTOR SHALL DEMOLISH EXISTING CIRCUIT AND REUSE BREAKER FOR NEW CIRCUIT SHOWN. 3. CONTRACTOR SHALL DEMOLISH EXISTING CIRCUITAND BREAKER. CONTRACTOR SHALL PROVIDE NEW BREAKER FOR CIRCUIT SHOWN. NEW BREAKER SHALL BE UL LISTED FOR USE IN EXISTING PANEL AND HAVE SANE AIC RATING AS EXISTING EQUIHVE NT. 4. CONTRACTOR SHALL USE EXISTING SPARE BREAKER FOR NEW CIRCUIT SHOWN. 5. CONTRACTOR SHALL PROVIDE NEW BREAKER IN EXISTING SPACE FOR CIRCUIT SHOWN. NEW BREAKER SHALL BE UL LISTED FOR USE IN EXISTING PANEL AND HAVE SAMEAIC RATING AS EXISTING EQUIPMENT. 6. CONTRACTOR SHALL DEMOLISH EXISTING CIRCUITAND MARK BREAKER SPARE 7. CONTRACTOR SHALL RELOCATE EXISTING CIRCUIT AND RECEPTACLETO NEW LOCATION AS SHOWN ON PLAN DRAWINGS. 8. CONTRACTOR SHALL ROUTE CIRCUIT THRU EXISTING CONTACTOR FOR LIGHTING CONTROL. 9. CONTRACTOR SHALL REWORK EXISTING CIRcuT TO NEW LOCATION AS SHOWN ON PLAN DRAWINGS. CONTRACTOR SHALL PROVIDE ALL CONDUIT WIRE REQUIRED FOR CIRCUIT RELOCATION 10. CONTRACTOR DISCONNECT EXISTING EQUIPMENT AND REUSE EXISTING CIRCUIT FOR INSTALLATION OF NBN BQUIPMENT. 11. CONTRACTOR SHALL VERIFY EXISTING CIRCUIT AND UPDATE PANEL SCHEDULE 12. CONTRACTOR SHALL ROUTE CIRCUIT THRU NEW CONTACTOR FOR LIGHTING CONTROL. 13. CONTRACTOR SHALL RER-ACE EXISTING BREAKER WITH NEW BREAKER SHOWN PEW BREAKER SHALL BE UL LISTED FOR USE IN EXISTING PANEL AND HAVE SANE AIC RATING AS EXISTING EQUIPMENT. PANEL NMOUNT: LOCATION: BAKERY DEPT SERVES: BAKERY SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN BREAKER: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P F 1 KOPYKAKE/C OMP RIC ROCK POT 1 20 720x D 3 20 QRT MIXER (A200) 1 20 360 985 " 20 1 BAKERY RECEPT 2 F F 5 BAKERY RECEPT 1 20 ;, 360 180 20 1 BAKERY RECEPT 4 F E 7 BAKERY MBL TOP REF (36010013) 1 20 1680 , •-, 1510 20 1 BAKERY DISPLAY (HV48R) 6 D E 9 BAKERY MBL TOP REF (36010013) 1 20 75 1680 "`;' 20 1 BAKERY DISPLAY (HV38) 8 E F 11 FRONT RESTROOM RECEPT 1 20 75 540 20 1 BAKERY DISPLAY (HV38) 10 D F 13 ELEC CART 1 20 180 , 1200 20 1 CORD REEL (SEASONAL DISPLAY) 12 F F 15 ELEC CART BUG ZAP 1 20 1200 360 F 20 1 CORD REEL (SEASONAL DISPLAY) 14 F 17 SPACE ONLY CE , '' 1801 20 1 FLORAL RECEPT (OPTIONAL) 16 F D 19 POWER SOAK 3 35 3210 1000 20 1 7-QUART WARMER 18 D - 21 - - 3210y SPACE ONLY 20 - 23 - - 3210 20 1 CORD REEL (SEASONAL DISPLAY) 22 F 11 E 25 EXISTING 1 20 ". 20 1 PEANUT BUTTER (PN2)1.5HP 24 D 5 27 SPACE ONLY SPACE ONLY 26 5 D 29 DELI GRAB & GO (CG3921) 1 20 ' ' 1790 28 5 IE 31 BEV STATION COKE MACHINE 1 20 360 30 5 E 33 BEV STATION ICE MACHINE 1 20 1320 _3 32 5 D 35 SOUP WELL (DP4470M) 1 30u"",; Nn' 2020 34 5 D 37 BLAST CHILLER (BC-18-PUB-L) 2 1 20 1665 36 - 39 - - 1665 `;=' ' 38 41 40 42 CONNECTED VA: 9450 98351 13610 DEMAND FACTOR: 0.76 TOTAL CONNECTED VA: 32895 AMPS: 91 TOTAL DEMAND AMPS: 70 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 22500 0.65 14625 E MISC. EQUIPMENT 5115 1.00 5115 F RECPTS (1st 10 KW) 5280 1.00 5280 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 32895 0.76 25020 PANEL S LOCATION: BREAK ROOM SERVES: CHECKOUT MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P F 1 CHECKOUT#4 RECEPT 1 20 180 F 3 CHECKOUT#5 RECEPT 1 20 180 20 1 SPARE 2 6 6 5 SPARE 1 20 20 1 SPARE 4 6 6 7 SPARE 1 20 180 20 1 CHECKOUT#3 RECEPT 6 F F 9 CHECKOUT#8 RECEPT 1 20 180 180 20 1 CHECKOUT#10 RECEPT 8 F F 11 CHECKOUT#9 RECEPT 1 20 Mil 180 180 20 1 1 CHECKOUT#11 RECEPT 10 F 13 SPACE ONLY SPACE ONLY 12 15 SPACE ONLY 180 20 1 UNDER CANOPY LGT NO. 14 A 17 SPACE ONLY 180 20 1 UNDER CANOPY LGT NO. 16 A 19 SPACE ONLY 180 20 1 UNDER CANOPY LGT NO. 18 A 21 SPACE ONLY 1685 20 1 SIGN LETTERS'PUBLIX' 20 A 23 SPACE ONLY 1670 20 1 SIGN LETTERS'SUPERMARKET' 22 A 25 SPACE ONLY 1440 20 1 SIGN LETTERS'FOOD & P' 24 A 27 SPACE ONLY 1395 .3 " 20 1 SIGN LETTERS'HARMACY 26 A 29 SPACE ONLY 832 1 20 1 UNDER CANOPY LIGHTING CENTER 28 Al 1 31 SPACE ONLY 20 1 UNDER CANOPY LGT SO. 30 A 33 SPACE ONLY 20 1 UNDER CANOPY LGT SO. 32 A 35 SPACE ONLY SPACE ONLY 34 37 SPACE ONLY SPACE ONLY 36 39 SPACE ONLY SPACE ONLY 38 41 SPACE ONLY SPACE ONLY 40 - SPACE ONLY 42 CONNECTED VA: 3620 3222 1980 DEMAND FACTOR: 1.21 TOTAL CONNECTED VA: 8822 AMPS: 25 TOTAL DEMAND AMPS: 30 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 7562 1.25 9453 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 1260 1.00 1260 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 8822 1.21 10713 PANEL PMOUNT: LOCATION: BAKERY DEPT SERVES: BAKERY SURFACE PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE.- NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P D 1 BAKERY PROOF BOX (HPW2-63) 2 50 3850 - 3 - - 3850 '- . SPACE ONLY 2 D 5 BAKERY RACK OVEN (HBA2G) 3 20 912 530 20 1 BAKERY PREP LTG 4 A - 7 - - 530 ""- 984 20 1 BAKERY LTG (SCULLER&FAN 5) 6 A - 9 - - 530 SPACE ONLY 8 D 11 RACK OVEN CONTROL (HBA2G) FAN 4&6 1 20 432 1046 20 1 RESTROOM LTG 10 A D 13 BAKERY SPIRAL MIXER (KMPR SPL-75L) 3 60 3965 < 540 20 1 BAKERY RECEPTM/TR FLTR RECEPT 12 F - 15 - - 1200 3965 20 3 BAKERY 60QT HOBART MIXER HL600 14 IDI - 17 1200 3965 - - 16 - D 19 BAKERY ROUNDER (ERIKA 1.1 K) 3 20 370 1200 - - 18 - - 21 - - 375 370 20 1 BAKERY SHEETER (ANETSMOR6S) 20 D - 23 - -`; 1000 370 SPACE ONLY 22 D 25 BAKERY AUTO TWIST TIE 1 20 840 24 D 27 BAKERY SLICER (OLIVER 777) 1 20 Mn_�_ „',, 26 D 29 BAKERY SLICER (OLIVER 777) 1 20 840 28 D 31 BAKERY STEAM KETTLE (CLEV-KET-6-T) 3 1 30 2050 „ 30 - 33 - - 2050 s. "�" 32 - 35 - - 2050 34 37 SPACE ONLY " `` . 1500 20 1 COFEE MAKER 36 E D 39 WATER CHILLER 2 20 660 990 _x 20 1 RE FRIG GDM-5-S 38 C - 41 - - 990 20 1 EXISTING 40 E 11 5:�" 20 1 EXISTING 42 E 11 CONNECTED VA: 140001 15139 140151 DEMAND FACTOR 0.70 TOTAL CONNECTED VA: 43154 AMPS: 120 TOTAL DEMAND AMPS: 84 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 2328 1.25 2910 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 660 1.00 660 D KITCHEN 38126 0.65 24782 E MSC. EQUIPMENT 1500 1.00 1500 F RECPTS (1st 10 KW) 540 1.00 540 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 43154 0.70 30392 PANEL LOCATION: ROOF PNL VOLTAGE: 120/208, 3P, 4W BOLT- IN BREAKERS SERVES: MOTOR CTR & ACSs PNL AIC (RMS): 100,000 A FULL SOLID NEUTRAL BUS mcl MOUNT: SURFACE PANEL TYPE: I -LINE GROUND BUS MAIN LUG ONLY: 1200 A BUS: 1200 A CKT CKT BKR CONNECTED VA BKR CKT CKT EQUIPMENT SERVED EQUIPMENT SERVED NOTE LT NO P TRIP A B C TRIP P NO LT NOTE C 33600 - 1 UNIT #1 3 350 33600 E - 33600 70 3 WATER HEATER 2 - C 37200 - - 3 UNIT #4 3 350 12720 37200 C - 12720 37200 125 3 UNIT #2 4 - 12720 - 5 SPACE ONLY 3 17520 C 17520 175 3 UNIT#3 6 - 17520 - 7 SPACE ONLY 3 3 SPACE ONLY 8 E,. 9 SPACE ONLY 3 " 3 SPACE ONLY 10 11 SPACE ONLY 3 13 SPACE ONLY 3 CONNECTED VA: 1 1010401 1010401 101040 TOTAL CONNECTED VA: 303120 AMPS: 842 3 SPACE ONLY 12 3 SPACE ONLY 14 DEMAND FACTOR: 1.00 TOTAL DEMAND AMPS: 842 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 303120 1.00 303120 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 0 1.00 0 F RECPTS (1st 10 KW) 0 1.00 0 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA 303120 1.00 303120 PANEL Q LOCATION: BREAK ROOM SERVES: STORE FRONT MOUNT: FLUSH PNL VOLTAGE: 120/208, 3P, 4W PNL AIC (RMS): 10,000 A PANEL TYPE: NQOD MAIN LUG ONLY: 225 A BUS: 225 A BOLT- IN BREAKERS FULL SOLID NEUTRAL BUS GROUND BUS CKT NOTE LT CKT NO EQUIPMENT SERVED BKR CONNECTED VA BKR EQUIPMENT SERVED CKT NO LT CKT NOTE P TRIP A B C TRIP P E 1 CHECKOUT#4 MOTOR 1 20 360 E 3 CHECKOUT#5 MOTOR 1 20 360 360 -: 20 1 SELF CHECKOUT#4B RECEPT 2 E g g JEI 5 SELF CHECKOUT#5B RECEPT 1 20 " 360 360 20 1 SELF CHECKOUT #4A RECEPT 4 E g g E 7 SELF CHECKOUT#5A RECEPT 1 20 360 360 20 1 CHECKOUT#3 MOTOR 6 E E 9 CHECKOUT#8 MOTOR 1 20 360 360 " ,,z„ 20 1 CHECKOUT #10 MOTOR 8 E E 11 CHECKOUT#9 MOTOR 1 20 360 360 20 1 CHECKOUT#11 MOTOR 10 E 13 SPACE ONLY 20 1 CCTV MONITOR 12 E A 15 TRAINING GEN OFF LTGS 1 20 1127 556;:w : 20 1 ERV-1 14 E 7 E 17 BP MACHINE 1 20 : _- 180 20 1 DVD RENTAL 16 E E 19 WATER VENDING MC 1 20 685 685 360 20 1 BUG TRAP 18 F E 21 WATER VENDING MC 1 20 1000 �„` 20 1 EDF RECEPT 20 F E 23 SODA VENDING MC 1 20 'fir " 1000 1000 20 1 COPY MACHINE 22 E 7 IEI 25 SODA VENDING MC 1 1 20 1 1000 1200 20 1 ELEC OPER DOORS (RIGHT SIDE) 24 E E 27 ELEC OPER DOORS (LEFT SIDE) 1 20 1680 1200 20 1 MICROWAVE (NE-1021) 26 E 7 E 29 MONEY COUNT MACHINE 1 20� , 360 900 20 1 LOUNGE RECEPT 28 F F 31 ROOF TOP RECEPT 1 20 360 r'a 360 20 1 TRAINING ROOM RECEPT 30 F F 33 ST MGR/CASH ROOM RECEPT 1 20 842 540 20 1 FT. OFF, RX, LOUNGE LTG FN F7 32 A F 35 ST MGR/CASH ROOM RECEPT 1 20 1080 720 20 1 PHARMACY PLUGMOLD 34 F g 37 ST MGR/CASH ROOM RECEPT 1 20 540 ' 1440 20 1 PHARMACY PLUGMOLD 36 F g F 39 tF PHARMACY PLUG MOLD 1 20 1800 . " SPACE ONLY 38 F 41 PHARMACY PLUG MOLD 1 1 20 1800 1 40 zlm]"�42 CONNECTED VA: 86741 8661 9040 DEMAND FACTOR: 1.01 TOTAL CONNECTED VA: 26375 AMPS: 73 TOTAL DEMAND AMPS: 74 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 1398 1.25 1748 B AIR CONDITIONING 0 1.00 0 C REFRIGERATION 0 1.00 0 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 14617 1.00 14617 F RECPTS (1st 10 KW) 10000 1.00 10000 (Remaining Recpt.$) 360 0.50 180 TOTAL DEMAND VA 26375 1.01 26545 PANEL LOCATION: ROOF PNL VOLTAGE: 120/208, 3P, 4W BOLT- IN BREAKERS SERVES: MOTOR CTR & A/Cs PNL AIC (RMS): 100,000 A FULL SOLID NEUTRAL BUS MC2 MOUNT: SURFACE PANEL TYPE: 1-LINE GROUND BUS MAIN LUG ONLY: 1200 A BUS: 1200 A CKT CKT BKR CONNECTED VA BKR CKT CKT EQUIPMENT SERVED EQUIPMENT SERVED NOTE LT NO P TRIP A B C TRIP P NO LT NOTE E 2000 - 1 EXHAUST FANS 3 20 6528 2000 B - 6528 2000 90 3 AC #6 2 - E 12000 6528 - - 3 RHEEM WATER HEATERS 3 100 8400 12000 B - 8400 12000 110 3 AC #4 4 - C 8772 8400 - - 5 AC #5 3 110 13680 8772: B - 13680 8772 150 3 AC #1 6 - C 8772 13680 - - 7 AC #3 3 110 8772 -MAMA8772 3 SPACE ONLY 8 C 24720,7 - 9 AC # 2 3 250 24720''. a' v -�-;1 24720 3 SPACE ONLY 10 11 SPACE ONLY 3'" 3 SPACE ONLY 12 13 SPACE ONLY 3 3 SPACE ONLY 14 CONNECTED VA: 84872 84872 84872 DEMAND FACTOR: 1.00 TOTAL CONNECTED VA: 254616 AMPS: 707 TOTAL DEMAND AMPS: 707 LOAD TYPE (LT) CONNECTED FACTOR DEMAND A LIGHTING 0 1.25 0 B AIR CONDITIONING 85824 1.00 85824 C REFRIGERATION 126792 1.00 126792 D KITCHEN 0 1.00 0 E MSC. EQUIPMENT 42000 1.00 42000 F RECPTS (1st 10 KW) 0 1.00 0 (Remaining Recpt.$) 0 0.50 0 TOTAL DEMAND VA: 254616 1.00 254616 10 O O U Q' N � .. `O `C U 1-4 Q �Cl 0- a J UJI t= 2 • IL . WO � Z �g ice.► CY O BRANDT ENGINEERING, INC. N 00 A � O ci v N O 0 Dim. Q � O < c m PHONE: (804)794-6656 0 FAX: (804)794-8588 EMAIL: cadd®beinc.com FL Certificate of Authority # 26689, Expiration Date: 2128121. R. KNOX STACY - ELECTRICAL LICENSE #63643, EXPIRATION DATE: 212812021 m Co CNI (6 Z M W Lu Z I- N U J L6 o (n o o a U v ) CQ G LU M V J W °O M C.) _j X zM z W mZ i wd CL CLu U M LO N Z O c� G O 0 LPL o ^Z � Lu CM N o Q i ILL. J J W � m J JJ= MLu DC O M 0- a � N J w W x U) v ) W J W 17 J w Z Q _I Q LL U W W xIIIIIItI/// �.�`N0X S''% � �. •��GENSE' � �' '�i .••• ' ►do 63643 W LU TE OF ' 'Z .- O •�'• STA �ON 0- IIII O N J N m Q Cl) W � J tY �- NOTE: THIS DOCUMENT MAY a HAVE BEEN ELECTRONICALLY TRANSMITTED. IF UNSIGNED, I CANNOT BE FILED FOR PUBLIC RECORD. PUBLIC RECORD RE D • FILINGS REQUIRE SIGNED AND SEALED DOCUMENTS. A 8 2019 Hawkins Construction, Inc. O ZLLJ N N G Y O W Q a o o U REVISION 0 0 0 o a DOCK PRODUCE/GROCERY/ FIRE RISER MEAT OFFICE ROOM 0 121 114 - O 0 UN15ffQ-FiACP UNISEX-2 POWER SUPPLY 'C' 120 B 1 All -5 a � POINT 19 'A9 TO SA O 11 75 J.BOX #6 PO ER 40 T T RWP SU PLY C mmm MT POINT ELEC 0 — — — — — — — — — — — — — POINIA=9 � Al_7EQUIP-1 75 024 2 112 A9-3 TO FACP 9 2 POINT 22 12-2 1 A9-1 - - 95 c 1 95 1 I 95 c 95 O I 95 c 1 I © � — �- --- I EDLR - - - I - - - - - C - - - - - - - - - - - C - - - - - - - - O — — — — — — i RECEIVING/ J.BOX #7 POINT 22 RECEIVING/ ST023GEJ.BOX #5 ELECSTORAGE123 C_5 , 75 UIP-2RT — _RCTNT 113 223 7PASI�LAL 117 P I O - - - A -4 1 - 0 - - - A10 P 0-2 A10-1 POWE - - - - EXIST EXIST EXIST EXIST 75 II SUPPLY C 7 xlsT Al0 5 H 75 I Al WP POIN 2 B. — ' ' 6 EXIST 12x18x(10) 12x12x(10) 12 20x 10 75 POINT MEAT DEPT 7 38 () O 5 POINT O SEAFOOD PRODUCE WORK 12x26x(10) 14x46x(10) DAIRY COOLER 14x2FOOD/ PAS AGE-B MEAT CHICKEN EAT I O 122 I I EB R 1 18 CR I I I ROOM PRODUCE eA FROZEN FOOD/ICE 24 FREEZER COOLER COOLER I I 26 - _ 27 - - . I DINT 'Al bI TO 1 16 COOLER CREAM FREEZER = __-------- -- — -- --- _----- 50 O OW --------- II ILAI IJ —---1---- ❑ o I I �� I 1�■�W II o MACHI E ROOM ❑ o OINI IL ----------- -------- — — — — — — — — ,A . TO N-i 11 NT 14 I I A7-2 ® S PP Y 'B' AAl-3 EDLR 7-5 A7-4 A7-3 P WEIR 1 95 II 1 c 95-4 1 95 O c A7-6 O 95 O c 95 O 95 1 c O _ 75 11 O O 95 _ _ _ - - - _ _ _ _ _ _ I I e e 95 1 19 I L N Ff 18 17 16 1$ 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 PERIMETER SALES I I 111 I @ TO I P R II PLY 'B' c A5-1 I I I O I 95 V, I • Z Li J I V w P WER 16' TO 451 i DELI W p EX M z S PPLY e' �� SUPP J M w ' I A6 3 A6-1 J.BOX #4 5-2 'i'� < Ll EBLR A6-6 A6- A6 4 A6-2 l L e - - U_ ex Al- 1 c A1- 95 c 95 95 - _ _ c 95 - - - - 95 - - _ _ - - - AREA OF WOR e POWER SUPPLY 'B via Z 1 1 c O 95 c - - - - - - - - - c - c r------ —� POINT 18 ` v0g I 95 ow O ,M Y g 1 2 DELI — — 401NT POIN COOLER 21 Q (UNPRER) 0 FTI—� Q I I II 9 T POWE Z o I I I I 1 2 ON x LY Q o °K,° 000 I I I I II cn l o 1 I I I----- I le I aZ I I � g o0 ----� A _ POINT 3 I �I �Lu 33 I ■ V W 2 I DELI DEPT 1 v zw D I 109 _ A5-3 =0o C) W 110 I MOUNT IN MOST a X uj ACCESSIBLE LOCATION cx 0 ~ IJOINT D I C 2 D I I j — — R AT +5'-0" A.F.F. (TYP.) am m I 11 - x � POIN I � 3,� PINT I I I A5 IPOINT 4 3 , 1 I 1 Al- 30 1 E LRA8-6 1 A8- A8-4 1 j 1 A8 3 1 A8 2 1 I I j 75 7 -� c Al- O C c 95 c O c 95 I I II 95 c 95 Al' T POIN 3 D 95 _ _ c 95 - - - - - - - I - - c 95 - - - - - - - - I II II I O 7 CL OWER 46 OI I 2 R o POINT 1 ' UPPL 'A' I I I j I 1 II II I 6 C 9 I r-- —------� A 1 i0 I 1 11 I EXIST l6 1 1 I I II 1Ox12x(10) (� — — — — — — — — — — — — — I — n�il�; ��LE-R z O`\\\ (PREPARED) O Ln - - AREA OF WORK � A8 TO I I I I � • \ \ T MOUNT IN MOS MOU T X� ' L = 0 (� L _ _ _ _ POWER_ _ � ACCESSIBLE LOCATION ACCESSIBLE LOCATION — �� AT +7'-8" A.F.F. (TYP. AT +7'-8" A.F.F. (TYP. SUPPLY 'B' I N O Q I I F UMN MOUNT) 1 FOR C,B,LIAAN, MOUNT) , _ — — _ — _ _ _ _ _ _ _ -� A5-5 BAKER OFFICE U \ \ CHECK-OUT I I 1175 108rill PHARMACY \ \ 135 / i O 125 ❑ \1 ` i /� EXIST I I Ilill (4) ELF NEW IIIII / j��� i BAKERY/ RY/0) � � L� I I CHECK-OUT I /� I DELI J II 1 STATIONS /% E R --- FREEZER O N m 1 _ A4- nnl 1 111 3 1 A4_5 1 A4-6 /� // _6 (� J J c 95 O 1 95 c 95 - - c —J O 0 <C = A3 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c _ _ � EBLR �� � I I ° � MOUNT IN MOST X C� � POWER'A4' TO A4-4 r UPP 'A' � � � POWER 95 � �� _ ACCESSIBLE LOCATION X � / inni,, llil O A5— ___ CLOSE GAP / POINT � - - ( PINT R AT +5 -0 A.F.F. (TYP.) � _ / 51 I�I� 75 3 m / — I O D � � 00 L1J 2 2 OOINT I O D I 7 I� OI STOR D D ❑ O c-ptmf — �1 J.BOX #2 o 5 — — — — — — — \ 2 POIN 7 — _ — TO - ® 34 48 _40 RT _ X • POINT �� FACP _ — O 75 I _ = A - - > 0 _ o I BAKERY DEPT LOUNGE-1 — — � 126 , I STOR H - A3 STATION FSA — — — — — — I ENTRANCE -2 -4 O J.BOX #3 106 Z 127 75 L VESTIBULE 5 75 - - - Q 133 CASH INT Or--- — — — — — ---EBLR-------- A2 TO III 102 , J COMM � 134 EXIT II POWER _ _ _ _ P NT 2 3 VESTIBULE II _ _ _1 _ _ c A3-7 SUPPLY 'A' I -3 EXIST I EXIST ❑ I CL 101 L) A3- 95 A2-11 7 8x18x(10) SOUL ER Z 8x8x(10) O uu "? ( jEOLR 75 OINT 75 POINT FBAKERY REEZER 10 �m BAKERY A5-8 I - - - - 16 10 w COOLER � - - - g OQ -BOX IIII• Q J.BOX 1 0 O Q O # POINT 17 upp\ TRAINING GENERAL STORE 75 FAMILY 129 0131E MANAGER WP 8 MEN-1 104 W FIRE ALARM FLOOR PLAN 132 103 1 2 3 4 5 6 WOMEN-1 FIRE ALARM WIRING SCHEDULE SHEET NOTES GENERAL NOTES: SCOPE OF WORK: A. REFER TO SHEET FA3.1 FOR THE FIRE ALARM LEGEND. I. CEILING HEIGHTS VARY MAXIMUM MOUNTING FOR CEILING MOUNTED O 4" SO. X 2 1/8" DEEP JUNCTION BOX MOUNTED AT ROOF DECK OR ON 6 NOT USED. / 1. REMOVE EXISTING DEVICES ON COLUMNS IN SALES AREA WHERE O STROBE OR HORN STROBE IS 20 -0 , AS PER NFPA 72, 2002, TABLE MILLWORK IS BEING DONE AND REINSTALL WHEN RENOVATION IS r SYMBOL DESCRIPTION JOIST, EXTEND 3/4 RIGID CONDUIT TO A 4 SQ. X 2 1 /8 DEEP B. COORDINATE ALL WALL MOUNTED DEVICES WITH THE OTHER TRADES AND 7.5.4.1.1(b) SPACING FOR A CEILING MOUNTED 80cd DEVICE ON A COMPLETE. JUNCTION BOX LEVEL WITH LIGHTING FIXTURES IN RESPECTIVE AREAS FOR O CONTROL RELAY LOCATED IN A/C CONTROL BOX. EQUIPMENT. MAXIMUM CEILING OF 20 IS 40 x40 . CEILING MOUNTED DEVICES FOR DATA CABLE: SLC, 2C-#16 (30OV) FPLP OR FPLR. DADVICTO MOUNT THE FIRE ALARM STROBE OR HORN/STROBE NOTIFICATION C. ALL CONDUIT IS 1/2" UNLESS OTHERWISE NOTED. THIS PROJECT ARE 95cd MAXIMUM 16' CEILING WHICH EXCEEDS NFPA 2• REMOVE EXISTING ANSUL AND REINSTALL WHEN RENOVATION IS COMPLETE. OKNOX BOX MOUNTED 6'-0" A.F.F. FROM BOTTOM OF BOX, VERIFY REQUIREMENTS. NAC POWER CABLE: 2C-#14 FPLP OR FPLR. 2 O ACTIVATION OF ANY ANSUL SYSTEM SHALL ACTIVATE THE SHUNT LOCATION WITH LOCAL FIRE DEPARTMENT, KNOX BOX UNDER ADT D. PROVIDE 1/2" CONDUIT FROM WALL MOUNTED DEVICE TO CEILING SPACE J. MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METAL TUBING SHOULD SECURITY CONTRACTOR AND SHALL BE CONNECTED TO THE SECURITY ABOVE. TRIP/CONTACTORS AND THE RESPECTIVE EXHAUST FAN. THE DEVICE NOT EXCEED 40%. THE MINIMUM SIZE OF EMT IS 1 /2 - - ANN. DATA CABLE: EIA-485 FPLP OR FPLR. SHOWN ARE THE MANUAL PULL STATIONS. WIRING WILL ACTUALLY PANEL. E-------------------------------� E. BASIS OF DESIGN FOR CEILING MOUNT NOTIFICATION COVERAGE IS K. NEW WORK FOR FIRE ALARM DESIGN & INSTALLATION SHALT. MEET THE /lt(� CONNECT TO THE SNAP ACTION SWITCHES IN THE MAIN ANSUL PANEL. 99 2#14/2 TO RESPECTIVE NOTIFICATION POWER SUPPLY FOR SYNCH. 20'-0" A.F.F. CEILING MOUNTED NOTIFICATION DEVICES SHALL NOT FOLLOWING CODES: DENN - — — — — — - AC SMOKE REMOTE TEST CABLE: 4C-#18 FPLP OR FPLR. VERIFY EXACT LOCATION IN FIELD. r.--,------------------------- EXCEED 20'-0". PENDENT MOUNT DEVICES LEVEL WITH LIGHTING I 1. FLORIDA FIRE PREVENTION CODE (FFPC) 2017, 6th EDITION. i PLAN KEY FL. PE. #57620 33 DUCT SMOKE DETECTORS ARE SUPPLIED BY THE MECHANICAL CONTRACTOR, 1 10 PUBUX IS WORKING ON MILLWORK, REMOVE EXISTING NOTIFICATION 1 FIXTURES IN RESPECTIVE AREA OR 20 -0 A.F.F. WHICH EVER IS LOWER I 2. FLORIDA BUILDING CODE (FBC) 6th EDI110N 2017. I APPROVED BY: Rs INSTALLED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE I DEVICE AND REINSTALL EXISTING DEVICE ON COLUMN ONCE WORK IS I AT OPEN CEILING AREAS. I 1 NEW ELECTRICAL/ FIRE ALARM CONTRACTOR. 1 COMPLETE AS REQUIRED ( AT THE SAME LEVEL) . 1 1 3. NFPA 1, 2015 EDMN, "FIRE CODE". i DESIGNED BY:DEV 5 I 1 F. MOUNT CEILING NOTIFICATION DEVICES 14 t A.F.F. LEVEL WITH BOTTOM OF 4. NFPA 101, 2015 EDITION, "UFE SAFETY CODE". EXISTING TO REMAIN O WP HORN/STROBE INSTALLED AT MINIMUM OF 96" ABOVE FINISH GRADE 11 PUBUX IS RECONFIGURING FIRE SUPPRESSION SYSTEM FOR GREASE I LIGHTING FIXTURES IN RES1 CTIVE AREA, OR ON CEILING WHICHEVER IS 5. NFPA 72, 2013 EDmON, "NATIONAL FIRE ALARM CODE". j DRAWN BY: EAK LOWER, REFER TO NOTE OR FLOOR. HORN/STROBE SHALL ACTIVATE UPON WATER FLOW VIA THE HOOD 1. FIRE ALARM CONTRACTOR SHAD. DISCONNECT EXISTING " " I EXISTING TO BE REMOVED AND FIRE ALARM CONTROL PANEL FACP . I ANSUL CONNECTION FROM THE FIRE ALARM SO THE I G. LOCATE PORTS IN NEAREST 18"Hx18"Wx6"D MAIN U-BO REFER TO FIRE I 6' NFPA 70, 2014 EDITION, NATIONAL ELECTRICAL CODE . I ----------- REINSTALLED DATE: 08/20/ 19 ( ) I CONTRACTOR CAN RECONFIGURE SYSTEM. RECONNECT ANSUL TO THE 1 I L DEVICES AND CONDUIT SHOWN UGHTER ARE EXISTING TO REMAIN. I O DEVICE LOCATED IN MOTOR CENTER ON ROOF. 1 I ALARM LEGEND ON DRAWING FA3.1 FOR MOUNTING HEIGHT. PROTOTYPE NA I FIRE ALARM SYSTEM WHEN WORK IS COMPLETE. I I M. DEVICES AND CONDUIT SHOWN DASHED ARE EXISTING TO BE REMOVED I H. INITIATING DEVICE CIRCUITS (IDC) ARE CLASS B. NOTIFICATION APPLIANCE I I '------------------------------J AND REINSTALLED. J CIRCUITS (NAC) ARE CLASS B, STYLE Y. L-------------------------------J SHEET N0. SCOPE OF WORK SCOPE OF WORK GRAPHIC SCALE h -8' 0 8' 16' REC IV 2' D SCALE: 1 /8" = 1'-O" AUG 2 8 19 nstruc ' Inc. W N I rn a oc r- N X co a. c 0 u i N co O a .o 0 cc 0 N 1 00 O O N v, COS o o SP4 LOOP 51 55 49 50 48 • _ Eg• - --- --_ --- --_- --- -_- ----_- -- -_--- IiIIIIiIIIIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIIIIII1III1IIII'IIIIIIIIiIIIII II1IIIIIIIIII _-_-I _ i IulNluuumu®uu _ �t-- j,jjIjijjjjjjj!Ijjjjjjjjj!IIjjjjjIIIIIjIjjjIIIjjjIjjIjjjjjjIjI'jIIIjjIjIIj IjjjjjjjIjjj -- --- --- — -— u�'I14li ��I1I I1i — Ilia - -- � I1I - IIi — -iIiiI�IIiIIIIIIjIIIIiIIIIIIIIII1IIIIIIIIIIII,IiIIIII1II1I1IIIIIIIIIIIIIIIIIIII III1II IIIIIIIIIIiII III ------�w-__- ---------------IiIq r-�--�-�I 1 -�xW-IIi __==- ---�•••• -'I1ii� -� -� 1I --IIi IIiIIIII }-----12 - -- —�rI -_--�_- I_ --_- _--_- _- -__-__�1--__{{{TTT-;j._[q'� I1 ---•-•--•--- •-----•- --�----X ---•-•-•----- _ -•-•-•- •_--•-•--->--•-• -- _- -- _--_ --------�IIIIIiIIIIIIIIIIIIIIiiIIIIfIIIIItIiIIIIIIIIIIIIIII1III1IIIIIIII1IIIIIIiIIII1IiIIIIIIII1III IIIIIII1IjIIIII I --❑ �w== - _- ___ --�wxIiII1II'1IIiIIIIIIIiiIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIiiI1IIlIII1IIIII!IIIIIIIIIIIIII1IIIIIjIIIIII —-71 —❑I1 -- II—'' -`C� _--j —II -X—_= •-—-4—-7 — II1IIIIiIII1II _itIIlIII1I1I1I I1 IIjIIIIIIII!IIIIIIIIj!tIIII!I1IIIIIIIIiiIIIIIIII!IiiIIII,jIIIIIIIIIIIIIliIIIIIII1Ii I _--.. O©OOO1111113025637 REMAIN FOR RE �g�,e�"v•������` � t- o�a��•\ �.`�•����Z ZZa�OO~1� ��. -9SP1 • 4653 40 1:5 .i.` 0.4 52 • 37 • 57 38 SP2 56 42 25 4 54 41 19 5 36 45 UNIT 1 20 6 15 44 24 8 16 39 17 3323 UNIT 2 9 UNIT 3 %21 1Q'* 1 35w 11 02 •34 a 26 22 •12 ; 3 ; 32 Ca Z 13 7 29 �SC1 27 • 3� L.tSC2 14 • 031 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - ---------------------- -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - ;--/11 W SHEET NOTES: Z C4 '� SELF CONTAINED UNIT, REFRIGERATION NOT REQUIRED. 0EXISTING REFRIGERATION PIT SHALL REMAIN. EXISTING REFRIGERATION PIT SHALL BE ABANDONED IN PLACE. EXIST EXIST lummullpIm� _ 4 EXISTING REFRIGERATION PIT SHALL BE ABANDONED, CAPPED AND PATCHED. EXIST CD EXISTING MARKET EVAPORATOR SHALL REMAIN. 12 CASE/COIL SHALL REMAIN FOR REUSE. w w CASE/COIL TO BE REMOVED. - -• •• . CASE TO BERELOCATED.---- --CDt2 muuuuuuu lluul ® LEXIST EXIST REMOVE ALL PIPING FROM CASE/COIL BACK TO UNIT MANIFOLD, INCLUDING PIPING IN PIT AND BELOW GRADE CHASE. 1 REMOVE PIPING FROM CASE BACK TO MAIN BRANCH AND CAP AT THAT LOCATION Uj SYSTEM PIPING DROPS FROM ROOFTOP MECHANICAL ROOM/CENTER, SEE SHEET R4.1 FOR CONTINUATION. SYSTEM PIPING DROPS FROM ROOFTOP PARATEMP, SEE SHEET R4.1 FOR CONTINUATION. SYSTEM PIPING DROPS FROM ROOFTOP INDIVIDUAL UNIT, a ------------------------------------------------------------------- 4 0. ---------------- W~---------- SEE SHEET R4.1 FOR CONTINUATION. pEXISTING WATER HEATER AND HEAT RECLAIM TANKS ON MEZZANINE. a EXISTING CASE RETURN DUCT RISER. 0m REMOVE SUCTION PIPING FROM CASE/COIL BACK TO UNIT MANIFOLD, INCLUDING re X 0 PIPING IN PIT AND BELOW GRADE CHASE. Maw LU GENERAL NOTES: A. ALL PIPE REMOVAL INDICATED ON DEMOLITION PLAN SHALL BE PERFORMED BY REFRIGERATION INSTALLATION CONTRACTOR. 47 B. ALL PIT CAPPING AND PATCHING INDICATED ON DEMOLITION PLAN SHALL BE PERFORMED BY GENERAL CONTRACTOR. INDEX EXIST SHEETDESCRIPTION R1.0 REFRIGERATION DEMOLITION PLAN R1.1 REFRIGERATION FLOOR PLAN 48 R2.1 REFRIGERATION SCHEDULE AND SPECIFICATIONS --------------- ------------------- --- -- - - -- ------- R3.1 REFRIGERATION DETAILS �R4.1 REFRIGERATION ROOF PLAN UD 7I _ � 9 111 11 u�z nO 7 0 L _ N 7I V 9 wMO 49 5® 7 7 L`WILI_ 1 9 9 WV) og �•`_ N --------------------------- ------------------------- -------------------------q--------------------------------------------�----------------------------------�------------ - - - --- - - - - -- -- ----------------------------------- ---------------- ---------------- ---- ---- ---- -- -- - - - - -- CD W W ra LU atiT. ...0 No 80226 STATE OF 4/ NAl C C C cc: lk, EXIST ----- ------- ------------------------------------- ----------------------------- --- --- --- ------------ ---------------- i JULY 05,2019 Ca JAN SITU ROLAND JASMIN T 08-12-2019 V Z9 ? j I i i i i I ffoffss/sodan0xe A MPANY O I j I I I I I I Hill PHOENIX ` CO ? Z 1 4 5 6 8 14350 Cherokee Ploce 2 3 Phone: (909) 270-2111 a ga Chino. CA 91710 a N o w CA •31581 ( o c .�►vE� RLO AUG 2 8 2019 Hawkins Construction, Inc. L\ 0 0 0 0 c o 0 0 o- 0 0 0 0 0 0 0 H-----------------------------=_------------------------------------------------------ --- - -------------------------------------------$-------- ---------------- ----- ---301----------------------- _& ----------- & ----------- (D ------------ 0 --OI I I I I I i i i i i i EXISTING MECHANICAL CENTER i SEE SHEET R2.1 FOR DESCRIPTION I I I I I I I I I I I I I I I I _-_-___-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__ .�..�..��..�.�.�. .�..�. .�..�..� ____ _A_C=_I i _ _____________________ _____ _ _ _ _ o EXISTEXIST t----------------------------,-------------- - - - ---------- - x X 28 -29 j � i 3[7 II I I II }EXI�ST u' L------ r- HIANdII'_-�I TLEXIST r-i 7 iEXIST ; (10) XIST EXIST4x28x EXIST EXIST I � I 12x18x(10) 12x12x(10) I �p I /` 14x46x(10) DAIRY COOLER CHICKEN 2 N^N N N n p w I°D ^ "' r ��f w; I LO' I ( ) U K N �'"� o �n �� I I r 12x26x 10 FROZEN FOOD ICE 12 20x(10) M X I I �I I I MEAT MN.. P'N o I I ...�.<< .° �.� o.e Noe.. I I XI 138 j PRODUCE CREAM FREEZER X X X EAT Q �"N �"„N I`Q I }' FREEZER `'' }. COOLER w �' .o .o.o•e .°. >•-. . . .. ,....,. . . w iI I I I C�2R�ER=.,.,.:._ _ °°...ill ,._.,.:.,.0. ��.,._. .,._.�.�. �T. --_--- I_ .,. 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FT. AVERAGE BUILDING HEIGHT: 22'-8" BUILDING VOLUME: 1,242,519 CU. FT. REFRIGERANT TYPE REFRIGERANT CLASSIFICATION ppp U, FT. TYPE OF SYSTEMS PROBABILITY OF SYSTEMS R404A Al 31.0 DIRECT HIGH REFRIGERANT TYPE REFRIGERANT ALLOWANCE REFRIGERANT TOTAL QUANTITY REFRIGERANT IN LARGEST RACK R404A 38,518 LBS 2100 LBS 600 LBS NOTES: REMOTE CASE: REFRIGERATION CONTRACTORS SHALL DISCONNECT PIPING AND REMOVE OR RELOCATED CASE(S) TO NEW LOCATION $ELF -CONTAINED CASE REFRIGERATION CONTRACTORS TO REMOVE AND OR MOVE TO NEW LOCATION. DRAIN PAN NOTE: FOR ALL OVERHEAD REFRIGERATION PIPING ABOVE FOOT PATH AREA OF SALES FLOOR, THE REFRIGERATION INSTALLATION CONTRACTOR SHALL PROVIDE AND INSTALL DRAIN PAN(S) AS PER TYPICAL DETAIL 7 ON SHEET R3.1. REFRIGERATION AND PLUMBING CONTRACTORS SHALL COORDINATE REFRIGERATION DROPS AND VENT PIPES TO RUN BUNDLED TOGETHER. OVERHEAD PIPING NOTE: 13 m m i3 + m ; 6 4 1 48 SC I REFRIGERATION INSTALLATION CONTRACTOR TO RUN NEW OVERHEAD °� m m IN °N m ; I W sc �' LINES ALONG EXISTING PIPING WHERE FEASIBLE. NU NO NO I I ' ��W ��� �� N I I Z I Li W OU X X y,�Ow OW X I U' C I ' w=W - W W W i�o�o i ' - ; i " i sc ~ ��= SC HEAT RECLAIM NOTE: m ��� �� AC 2 w tom w�`` SOW w i i W ------ 15 13 s I j ' I I EXISTING AIR HEAT RECLAIM AND WATER HEAT RECLAIM TO REMAIN. I i j � Co j AC-4i j 20 I 1 W a i 9v j ABANDONED REFR GERAT T NOTE: 0 I Z 49 c~n o I REFRIGERATION INSAT I TRACTOR SHALL REMOVE ABANDONED W N w w w �,? z _I W W I ' aD ' ao X ' REFRIGERATION L GENERAL CONTRACTOR SHALL CAP AND PATCH sc cu i i� I� �' IN IN `-' (3iww Ww I I I I I I.. `�' THE PIT AS REOU W N U N O N O W to tf') W m =w a_ (n Cn �m� I crm (n ro NO VO m r_____-___ 3C9Y C9Y gW OW Ow OW 6 aD w WOm U w ix i ix w oL LO o� w i I I I z I I: Z� `i a Y EXIST I I I I I JNv lg 10x12x(10) G}----------------------------------- ---- - - - - - -- - -- ---- - - - - - - -- --- --- --------------- - - - - -------------------- ---- - - - -- - - - - - -- �}E�I�09� ~ - -------- - - -- - - -Ej�----------------------------------------------�------------------------------------------------�---------- CONNECT TO a� - C (PREPAREt X i -'EXISTING LINES N o N w SC X ICE UR FEA URE I I f DROP SYS 49/50 i ``' ' DOWN i EXIST BEIGE EXISTIB IGE I I I ° FALSE COLUMN I i i 14 j 7 5 j I (VERIFY LOCATION) i I I j I I I f I I I j I I I I I I I f I I I I I IF1 j I I sc I I I I I I 0 W GDA Y HICLD GRAB H GO NEW BEVERAGE I I I • (4) SELF • • I I CHECK-OUT I I I STATIONS j I I I R I H 1 7 I I I \:, SC I I 57 55 _ EXIS HITE EXIS HITE AC-6 ' I i I REFURBISH REFURBISH j ORZ-3C HV96RSS NX c,`� F I A C- 3 I _ _ I I 58 j BAKERY SELF-SERV L.________.. EXIST FT. I J E R V -1 I I BORGEN UTCH I I I I I REFURBISH sc I I I I I I I j I I I I I I I I - - - - - - - - - - - - - ---------------- - - - -- -- - - - - - - -- - - - - - - - - - - - -- - - ------------- --- -------- ----- --- -- °------------ - - - - -- - - -- --- I I j i i i I i i i i i I I I I I I I j I I I I I I I I I I I I I I I I I , 1 2 3 4 5 6 56 EXIST t' 8x18x(10) �• BAKERY FREEZER 51D XIST 8x8x(10) BA1<EFY I I I i 8 ---------------(D DATEo JULY 05, 2019 BY, JAN SITU ENGINEEFb ROLANO JASMIN T 08-12-2019 Nff/IpltoQrsiJM A�� Hill PHOENIX 14350 Cherokee Place Chino, CA 91710 Phone: (909) 270-2111 CA •31581 A �00 00 C4 .--I ab piz v � (0o N � O P-4 4-4 Z Lu H N Lu � � o W G V .a vJ F_ W } 'cam a NG I..L a W ~� O e7 W o M' X ULL ?C = co w U d' r LO O cG G O U N � o W N oy ti 0 0 LL X J C W = m J p M d a � N T10 .. ERC ♦♦♦i S No 8 226 - S� : STATE OF : 4U ♦♦�S'`S` O N A . E����• 111111 rn N J co co �g Z .- U1 a N Lu 0 W a 0 U AUG 2g� Hawkins Construction, 11 I REFRIGERATION SPECIFICATIONS: GENERAL 1.1 DEFINITION OF TERMS 1.1.1 "CONTRACTOR' SHALL MEAN THE REFRIGERATION INSTALLATION CONTRACTOR. 1.1.2 'OWNER" IS PUBUX SUPER MARKETS, INC. 1.1.3 "MANUFACTURER" SHALL MEAN THE COMPANY OR COMPANIES WHICH WILL SUPPLY VARIOUS EQUIPMENT SUCH AS MECHANICAL CENTERS, CASES, WEATHERPACS, COILS, CONDENSERS, ETC. 1.1.4 'REFRIGERATION INSTALLATION" SHALL MEAN THE NECESSARY LABOR AND ALL PARTS AND ACCESSORIES NECESSARY TO COMPLETE THE WORK OUTLINED IN THIS SPECIFICATION. 1.2 SCOPE OF WORK 1.2.1 THE SPECIFICATIONS ARE INTENDED TO COVER THE INSTALLATION OF MECHANICAL CENTERS, CONDENSERS, COILS, CASES, CONDENSING UNITS AND ALL OTHER FITTINGS, DEVICES AND ACCESSORIES REQUIRED TO COMPLETE THE REFRIGERATION SYSTEMS AS SHOWN OR CALLED FOR ON THE REFRIGERATION PLANS AND SCHEDULES. 1.2.2 THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COMPLETE PIPING INSTALLATION OF ALL SPLIT A/C SYSTEMS. 1.2.3 THE OMISSION FROM THESE SPECIFICATIONS OR FROM THE REFRIGERATION PLANS AND SCHEDULES OF EXPRESS REFERENCE TO ANY PARTS NECESSARY FOR THE COMPLETE INSTALLATIONS IS NOT TO BE CONSTRUED AS RELEASING THE CONTRACTOR FROM THE RESPONSIBILITY FOR FURNISHING SUCH PARTS. 1.2.4 FOR DETAILS OF INSTALLATION REFER TO THE REFRIGERATION PLAN, REFRIGERATION SCHEDULE, EQUIPMENT/FLOOR PLAN, PLUMBING PLAN, ELECTRICAL PLAN, AIR CONDITIONING PLAN, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TO APPLICABLE CODES AND ORDINANCES. 1.3 FEES, PERMITS, LICENSES AND INSURANCE 1.3.1 ALL NECESSARY PERMITS AND LICENSES INCIDENT TO THE WORK AND REQUIRED BY LOCAL ORDINANCE SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL LOCAL BUILDING CODES AND ORDINANCES. 1.4 THE FOLLOWING ITEMS WILL BE FURNISHED BY OWNER AND SET IN PLACE, INSTALLED AND CONNECTED BY THE CONTRACTOR (EXCEPT FOR ELECTRICAL CONNECTIONS WHICH SHALL BE MADE BY THE ELECTRICAL CONTRACTOR ON THE JOB). THESE ITEMS MAY BE DESIGNATED OFCI (OWNER FURNISHED, CONTRACTOR INSTALLED) WHEN REFERENCED IN THE DOCUMENTS: PRE -MANUFACTURED MECHANICAL CENTERS REFRIGERATED DISPLAY CASES SELF-CONTAINED REFRIGERATED EQUIPMENT (CASES & ICE MACHINES) EVAPORATOR COILS REMOTE CONDENSERS MEAT CUTTING ROOM AND SEAFOOD PREP CEILINGS IN REMODELS 1.5 ALL WALK-IN COOLERS, FREEZERS AND SHELVING WILL BE FURNISHED, SET IN PLACE AND INSTALLED BY OWNER AND CONNECTED BY CONTRACTOR (EXCEPT FOR ELECTRICAL CONNECTIONS WHICH WILL BE MADE BY THE ELECTRICAL CONTRACTOR). 1.6 THE REFRIGERATION SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR AS PER THE "R" SHEETS. THESE PLANS ARE USED AS A REFERENCE GUIDE AND ANY DEVIATIONS TO IMPROVE A SITUATION SHALL BE BY WRITTEN OR VERBAL APPROVAL FROM THE PUBLD(REFRIGERATKON COORDINATOR OR REFRIGERATION SUPERVISOR BEFORE IMPLEMENTATION OF THE CHANGE. 1.7 MATERIAL APPROVAL 1.7.1 THE CONTRACTOR SHALL PROVIDE PRODUCT SPECIFICATIONS FOR MATERIALS THAT ARE DIFFERENT FROM THE PUBLIX APPROVED MATERIALS. SPECIFICATIONS SHALL BE SUBMITTED TO THE PUBLIX REFRIGERATION COORDINATOR OR DESIGN DEPARTMENT FOR APPROVAL 1.8 QUALITY ASSURANCE 1.8.1 SHALL COMPLY WITH ASHRAE 15 "SAFETY CODE FOR REFRIGERATION SYSTEMS" THE INTERNATIONAL MECHANICAL CODE AND FLORIDA MECHANICAL CODE CHAPTERS ON REFRIGERATION, AND ASME B 31.S "REFRIGERATION PIPING AND HEAT TRANSFER COMPONENTS" 1.9 SCHEDULING 1.9.1 THE CONTRACTOR SHALL ATTEND ALL COORDINATION MEETINGS WITH THE GENERAL CONTRACTOR OF THE JOB. 1.9.2 THE GENERAL CONTRACTOR WILL SET THE PROJECT TIMELINE AND THE CONTRACTOR SHALL FOLLOW AND COORDINATE THE REFRIGERATION INSTALL WITH THE GENERAL CONTRACTOR TO ENSURE THE JOB IS COMPLETED ON TIME. 1.9.3 CONTRACTOR SHALL ADHERE TO ALL RULES AND SCHEDULING OF THE GENERAL CONTRACTOR. IF ANY CONFLICTS, INTERFERENCE OR DISCREPANCIES CAME TO THE ATTENTION OF THE CONTRACTOR, HE SHALL NOTIFY THE DIVISIONAL FACILITY SERVICE REFRIGERATION COORDINATOR IMMEDIATELY BEFORE PROCEEDING ANY FURTHER WITH THE INSTALLATION. 13A REFRIGERATION INSTALLING TEAM AND PUBUX REFRIGERATION COORDINATORS SHALL HAVE A PRE -JOB MEETING WHICH SHALL INCLUDE THE FOLLOWING AGENDA ITEMS: REVIEW PLANS AND SPECIFICATIONS COORDINATE INSTALL SCHEDULE WITH THE GENERAL PROJECT JOB SITE SAFETY QUALITY OF THE INSTALLATION ROOF AWARENESS FLOOR CARE EQUIPMENT CARE COMMON OMISSIONS PUNCH LIST PROCESS EVACUATION AND START-UP PROCESS VARIOUS INSTALLATION METHODS QUESTION AND ANSWERS 1.10 DELIVERY, STORAGE AND HANDLING 1.10.1 THE CONTRACTOR: SHALL ACCEPT DELIVERY AND UNLOAD ALL OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT AND MATERIAL SHALL INSPECT EQUIPMENT AND REPORT ALL SHORTAGES OF PARTS UPON DELIVERY IN WRITING AND SUBMIT TO THE PUBLIX FACILITY SERVICE REFRIGERATION COORDINATOR. SHALL REPORT ALL DAMAGED EQUIPMENT RECEIVED FROM MANUFACTURER IN WRITING AND SUBMIT TO THE FACILITY SERVICE REFRIGERATION COORDINATOR. FAILURE TO FOLLOW THIS PROCESS MAY RESULT IN THE DAMAGE BEING THE CONTRACTOR'S RESPONSIBILITY. SHALL MANAGE ALL PARTS THAT BELONG TO THE RELATED REFRIGERATION EQUIPMENT THROUGHOUT THE LIFE OF THE INSTALLATION OF THE JOB. SHALL PROVIDE ONSITE SECURED STORAGE SUCH AS LOCKING TRAILER FOR TOOLS, EQUIPMENT AND MATERIALS NEEDED TO INSTALL THE REFRIGERATION EQUIPMENT. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE JOBSITE SECURITY. COPPER TUBING AND FITTINGS SHALL BE SHIPPED AND HANDLED TO PROTECT AGAINST DAMAGE. ON THE JOB SITE IT SHALL BE PROTECTED AGAINST DAMAGE, MOISTURE, AND DIRT. 1.11 PROJECT/SITE CONDITIONS 1.11.1 THE CONTRACTOR SHALL INSTALL ALL REFRIGERATED EQUIPMENT IN STRICT COMPLIANCE WITH THE LOCAL BUILDING CODES AND ORDINANCES. 1.12 WARRANTY 1.12.1 THE CONTRACTOR: SHALL CHARGE REFRIGERATION RACKS TO A LEVEL OF 10%AT FULL OPERATION BEFORE WARRANTY WILL BEGIN. SEE 3.9.1 FOR CHARGING INSTRUCTIONS. SHALL REPLACE ALL REFRIGERANT LOST IN THE FIRST FULL YEAR OF THE WARRANTY. SHALL PROVIDE EMERGENCY SERVICE AND MAINTENANCE AS DEFINED BY THE PUBUX SERVICE AGREEMENT DURING THE WARRANTY PERIOD. SHALL WARRANTY THE INSTALLATION FROM THE DATE THE STORE OPENS FOR BUSINESS, FOR ONE FULL CALENDAR YEAR. SHALL NOT REPAIR OR REPLACE ANY EQUIPMENT THAT S RECEIVED DAMAGED FROM THE MANUFACTURER WITHOUT THE MANUFACTURERS' REPRESENTATIVES' APPROVAL 1.12.2 THERE SHALL BE A WARRANTY WALK THROUGH WHICH WILL INCLUDE THE CONTRACTOR, MANUFACTURER'S REPRESENTATIVE AND A PUBUX REFRIGERATION COORDINATOR, 15 DAYS SUBSEQUENT TO THE WARRENTY EXPIRING. 1.12.3 WARRANTY SHALL NOT EXPIRE UNTIL ALL ITEMS ON WARRANTY WALK THRU ARE COMPLETED. 2 PRODUCTS 2.1 PIPING AND FITTINGS 2.1.1 FOR NON R744 (CO2) REFRIGERATION SYSTEMS, SPLIT SYSTEM DX AIR CONDITIONING, AND DX HEAT RECLAIM PIPING, THE PIPING SHAH BE SEAMLESS DRAWN COPPER TUBE, ASTM B280 TYPE ACR, MANUFACTURED IN THE USA. FOR R744 (CO2) REFRIGERATION SYSTEMS, PIPING (INCLUDING FITTINGS) FOR REFRIGERATED FIXTURES SHALL BE MUELLER INDUDSTRIES TYPE l (NO SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL FROM HILLPHOENIX) WITH A MAXIMUM SIZE OF 2-1/8'. 2.1.2 SECONDARY CHILLED GLYCOL AND HYDRONIC HEATING SYSTEM PIPING SHALL BE SEAMLESS DRAWN COPPER TUBE, ASTM B280 TYPE ACR, MANUFACTURED IN THE USA. 2.1.3 APPROVED MANUFACTURERS: MUELLER INDUSTRIES CERRO FLOW PRODUCTS FITTINGS SHALL BE WROUGHT COPPER, ASTM 816.22, MANUFACTURED IN THE USA. 2.1.5 COPPER AND COPPER ALLOY PRESS FITTINGS ARE APPROVED FOR SECONDARY CHILLED GLYCOL PIPING SYSTEMS. FITTINGS SHALL CONFORM TO MATERIAL REQUIREMENTS OF ASME B16.18 OR ASME 816.22 AND PERFORMANCE CRITERIA OF IAPMO PS 117. SEALING ELEMENTS FOR PRESS FITTINGS SHALL BE EPDM. SEALING ELEMENTS SHALL BE FACTORY INSTALLED BY FITTING MANUFACTURER. 2.1.6 APPROVED MANUFACTURERS FOR PRESS FITTINGS: VIEGA 2.1.7 T-DRILL PULLED FITTINGS ARE APPROVED. 2.2 BRAZING AND SOLDERING ALLOYS 2.2.1 BRAZED COPPER JOINTS SHALL BE BRAZED WITH AN ALLOY NOT LESS THAN 15% SILVER CONTENT. ALLOYS SHALL MEET ANSI/AWS ASA (DX PIPING) 2.2.2 COPPER JOINTS BRAZED TO BRASS OR STEEL SHALL BE MADE WITH A BRAZING ALLOY WITH A MINIMUM SILVER CONTENT OF 45%. (DX PIPING) 2.2.3 SOLDERED COPPER JOINTS SHALL BE WITH AN ALLOY NOT LESS THAN 5% SILVER CONTENT. SOLDERED FILLER METALS SHALL BE ASTM B 32, LEAD FREE ALLOYS. PROVIDE WATER SOLUABLE FLUX MEETING ASTM B 813. (SECONDARY CHILLED GLYCOL PIPING) 2.2A THE FOLLOWING MANUFACTURERS ARE APPROVED: SIL-FOS SILVALOY (WOLVERINE JOINING TECHNOLOGIES) HARRIS PRODUCTS GROUP 2.3 PRESS FITTINGS FOR SECONDARY CHILLED GLYCOL PIPING 1.3.1 JOINTS SHALL BE PRESSED USING ONLY THE FITTINGS AND TOOLS OF THE APPROVED MANUFACTURER. 2A VALVES 2.4.1 SUPERIOR VALVES ARE THE APPROVED BRAND FOR ALL REFRIGERATION VALVES USED DURING NEW CONSTRUCTION, REMODELS AND/OR RETROFITS. 2.4.2 APPROVED ALTERNATE MANUFACTURERS: HENRY VALVES. MUELLER SPORLAN 2.5 REFRIGERATION PIPE INSULATION SHALL BE AS FOLLOWS: 2.5.1 INSULATION SHALL BE A FLEXIBLE, CLOSED CELL ELASTOMERIC PIPE INSULATION: FORMALDEHYDE FREE, LOW VOC'S, FIBER FREE, DUST FREE AND RESISTS MOLD AND MILDEW. THE INSULATION SHALL CONFORM TO ASTM C 534 GRADE 1, TYPE 1.15/50 FLAME SPREAD & SMOKE DEVELOPED INDEX. 2.5.2 APPROVED MANUFACTURERS: ARMACELL - AP ARMAFLEX W - BASIS OF DESIGN AEROCELL- K-FLEX - INSUL-TUBE 2.5.3 REFRIGERATION PIPING INSULATION THICKNESS REQUIREMENTS: LOW TEMPERATURE (LT) SUCTION LINES USE 11/2" SUB COOLED LIQUID LINES USE 1' MEDIUM TEMPERATURE (MT) SUCTION LINES USE 11/2" HIGH TEMPERATURE (A/C) SUCTION LINES USE 11/1' REFRIGERANT HEAT RECLAIM LINES USE i' 2.5.4 ALL EVAPORATOR DRAINS SHALL BE INSULATED WITH 1/2" THICK INSULATION FROM COIL TO DRAIN 2.5.5 INSULATION EXPOSED TO SALES AREA FOR PIPING TO ISLAND CASES SHALL NOT HAVE DUCT TAPE. ALL JOINTS TO BE GLUED USING THE MANUFACTURERS ADHESIVE. ADHESIVE EQUAL TO ARMAFLEX 520. 2.5.6 INSULATION EXPOSED TO OUTDOOR CONDITIONS SHALL BE WRAPPED WITH ARMATUFF PLUS II PIPE COVERING LAMINATE BY ARMACELL ALTERNATE M LAMINATE WRAP: K-FLEX CLAD AL TUBE. 2.5.7 REINSULATION OF PIPING IN REMODELS SHALL MATCH THE THICNESS OF THE EXISTING PIPING INSULATION. 2.6 SECONDARY CHILLED GLYCOL PIPE INSULATION SHALL BE AS FOLLOWS: 2.6.1 INSULATION SHALL BE RIGID CLOSED -CELL CELLULAR GLASS PIPE INSULATION: INORGANIC, CFC AND HCFC FREE, INCOMBUSTIBLE, MOISTURE AND VERMIN RESISTANT. THE INSULATION SHALL CONFORM TO ASTM C-552. 2.6.2 THE FOLLOWING ARE APPROVED MANUFACTURERS: PITTSBURG CORNING - FOAMGLAS 2.6.3 MEDIUM TEMPERATURE SECONDARY CHILLED GLYCOL REFRIGERATION SUPPLY AND RETURN LINE INSULATION THICKNESS REQUIREMENTS: FOR PIPE SIZES 3/4"-1-1/2' USE 11/2" FOR PIPE SIZES 21-6' USE 2" 2.6A INSULATION SHALL BE PROTECTED BY A FIELD APPLIED JACKET & VAPOR BARRIER. 2.7 ALL REFRIGERATED DISPLAY CASES AND CONDENSING UNITS SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED. 2.8 ALL BAKERY DISPLAY CASES SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED, 2.9 ALL WALK-IN COOLERS, FREEZERS AND REFRIGERATED PREP ROOMS SHALL BE OWNER FURNISHED, OWNER INSTALLED ON NEW STORES AND OWNER FURNISHED, CONTRACTOR INSTALLED ON REMODELS. 2.10 ALL EVAPORATORS AND CONDENSERS SHALL BE OWNER FURNISHED, CONTRACTOR INSTALLED. 2.11 REFRIGERANT & SECONDARY CHILLED GLYCOL 2.11.1 REFRIGERANT, OIL, PROPYLENE GLYCOL, AND DISTILLED WATER SHALL BE PER THE REFRIGERATION LEGENDS AND MANUFACTURED IN THE USA. DEILIVERED TO THE SITE AND STORED IN SEALED CONTAINERS. AS STANDARD, PROPYLENE GLYCOL SHALL INCLUDE A BLUE DYE. 2.11.2 PUBUX SHALL PROVIDE ALL REFRIGERANT AND PROPYLENE GLYCOL NECESSARY FOR A COMPLETE REFRIGERATION INSTALLATION IN NEW STORES AND REMODELS WITH NEW REFRIGERATION RACKS. 2.11.3 PUBIXD( SHALL PROVIDE ALL REFRIGERANT AND GLYCOL NECESSARY FOR A COMPLETE A/C SPLIT INSTALLATION IN NEW STORES AND REMODELS. 2.11.4 REFRIGERATION CONTRACTOR SHALL PROVIDE ALL REFRIGERANT NECESSARY FOR A COMPLETE INSTALLATION IN REMODELS WHEN EXISTING EQUIPMENT IS REUSED. 2.12 MATERIALS FURNISHED BY THE REFRIGERATION CONTRACTOR REFRIGERATION GRADE COPPER PIPE FOR ALL PIPE RUNS (TYPE ACR UNLESS OTHERWISE NOTED) POLYPROPYLENE PIPE SADDLES - WHITE - INSUGUARD OR COOPER B-UNE - SNAP'N SHEILD PIPE INSULATION INCLUDING GLUES COPPER FITTINGS (LONG RADIUS TYPE) PIPE HANGERS - (11/2" 14 GA UNISTRUT,11/2" SUPERSTRUT) GALVANIZED 3/8" THREADED RODS FOR PIPE HANGERS ALL VALVES THAT ARE NOT INCLUDED IN THE MANUFACTURED EQUIPMENT (EXAMPLE RECLAIM VALVES) PVC PIPE FOR CASE DRAIN CONNECTIONS, FITTINGS AND GLUE 1/16- THICK VINYL TILE CUT 3"X3" FOR SHIMS UNDER CASE HARDWARE WELDING SUPPLIES DRIP PANS CAULK NITROGEN DRAIN MATERIAL ALL OTHER MATERIALS TO COMPLETE THE INSTALLATION CONTROL PARTS FOR WALK-INS TO INCLUDE ALL TEMPERATURE SENSORS: RETURN AIR (BOX TEMP) DEFROST TERMINATION, AND PREP AREA WALL MOUNT SENSORS INCLUDING ALL ACCESSORIES TO COMPLETE THE INSTALLATION 3 EXECUTION 3.1 PROTECTION OF ROOF 3.1.1 CONTRACTOR SHALL PROTECT THE ROOF FROM DAMAGE, PUNCTURES, CUTTING, BURNING, AND OIL SPILLS BY PLACING A 2" THICK FOAM BOARD WITH 1/2" PLYWOOD ON TOP OF FOAM, UNDER ALL EQUIPMENT SUCH AS TANKS, PUMPS, WELDERS, TEMPORARY REFRIGERATION RACKS AND OTHER EQUIPMENT THAT IS NEEDED TO INSTALL THE REFRIGERATION UNITS. 3.1.2 CONTRACTOR SHALL PROVIDE TRAINING AND INSTRUCTION TO THE INSTALLATION CREW ON PROPER CARE OF THE ROOF. 3.1.3 CONTRACTOR SHALL MAKE EVERY EFFORT TO DISTRIBUTE THE WEIGHT OF TEMPORARY EQUIPMENT, TOOLS, AND REFRIGERANT TANKS TO AVOID CONCENTRATED LOADS ON THE ROOF. 3.1A FAILURE TO PROTECT THE ROOF FROM DAMAGE CAUSED BY THE CONTRACTORS EQUIPMENT, TOOLS AND OTHER TRADE RELATED TASKS, MAY RESULT IN THE CONTRACTOR REPLACING THE ROOF AT THEIR EXPENSE. 3.2 INSTALLATION OF REFRIGERATION EQUIPMENT 3.2.1 SETTING CASES 3.2.1.1 CASES SHALL BE SET STRAIGHT, LEVEL AND PLUMB. USE ONLY 1/16" THICK VINYL TILE SHIMS CUT TO 3"X3" SQUARES. 3.2.1.2 CASES SHALL NOT BE SLID ON FLOOR WHILE BEING SET. CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT THE FLOOR FROM DAMAGE, STAINS, CHIPS, ETC DURING CASE SETTING 3.2.1.3 CASES SHALL BE SET AND SEALED WITH BUTYL SEALANT ONLY AND LOCKED TOGETHER WHEN SET IN PLACE. 3.2.1.4 ALL DOLLIES AND PRY BARS SHALL HAVE RUBBER WHEELS WHEN BEING USED TO SET CASES ON SALES FLOOR. 3.2.2 SETTING UNIT COOLERS AND MARKET COILS 3.2.2.1 FOLLOW MANUFACTURER'S MOUNTING INSTRUCTIONS AND DRAWING DETAILS. 3.2.2.2 MOUNT COILS LEVEL AND FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PLACEMENT AND CLEARANCE. 3.3 INSTALLATION OF PIPING 3.3.1 REFRIGERATION PIPING 3.3.1.1 INSTALL PIPING FREE OF SAGS, BENDS, AND KINKS. 3.3.1.2 PIPING SHALL NOT HAVE ANY 45 DEGREE ANGLES, ALL LINES MUST BE RUN AT RIGHT ANGLES OR PARALLEL TO BUIUILDING WALLS, DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE. 3.3.1.3 INSTALL PIPING TO ALLOW FOR SERVICE AND MAINTENANCE. 3.3.1.4 HORIZONTAL SUCTION LINES SHALL SLOPE 1/2" PER 10 FEET, TOWARD THE COMPRESSOR OR FOLLOW THE SLOPE OF THE ROOF. 3.3.1.5 HEAT RECLAIM PIPE SIZES ARE SHOWN ON THE REFRIGERATION SCHEDULE AND PLAN. LINES SHALL BE INSTALLED BY THE REFRIGERATION CONTRACTOR AND SHALL. RUN WITH THE SLOPE OF THE ROOF OR SLOPED BACK TO THE COMPRESSOR RACK. 3.3.1.6 CONDENSER PIPING SHALL BE SLEEVED WITH PVC AT HANGERS AND CLAMPED. 3.3.1.7 PIPING SIZES SHALL BE SHOWN ON THE REFRIGERATION SHEETS. WHERE (2) TWO OR MORE COILS ARE CONNECTED TO ONE SYSTEM, THE SUCTION LINE MAY BE REDUCED BY ONE SIZE WHEN CONNECTING THE COILS. 3.3.2 SECONDARY CHILLED GLYCOL AND HYDRONIC HEATING SYSTEM PIPING 3.3.2.1 INSTALL PIPING FREE OF SAGS, BENDS, AND KINKS. ALLOWANCE FOR THERMAL EXPANSION AND CONTRACTION SHALL BE PROVIDED. 3.3.2.2 PIPING SIZES SHALL BE SHOWN ON THE REFRIGERATION SHEETS. PROVIDE ISOLATION VALVES AND INSTALL VALVE STATIONS AS INDICATED ON THE DRAWINGS. 3.31.3 PIPING SHALL NOT HAVE ANY 45 DEGREE ANGLES. ALL LINES MUST BE RUN AT RIGHT ANGLES OR PARALLEL TO BUIUILDING WALLS. DIAGONAL RUNS ARE PROHINTED UNLESS SPECIFICALLY INDICATED OTHERWISE. 3.3.2A PIPE SIZES ARE SHOWN ON THE REFRIGERATION SCHEDULE AND PLAN. LINES SHALL BE INSTALLED BY THE REFRIGERATION CONTRACTOR AND SHALL RUN WITH THE SLOPE OF THE ROOF OR SLOPED BACK TO THE MACHINE ROOM OR PARALLEL TO THE ROOF JOISTS. 3.3.3 REFRIGERATION PIPING JOINING PROCEDURES 3.3.3.1 ALL PIPING SHALL BE CUT SQUARE TO THE TUBE. 3.3.3.2 ALL PIPING SHALL BE REAMED AND DE -BURRED BEFORE MAKING THE FINAL JOINT. 3.3.3.3 PIPES SHALL NOT BE CLEANED WITH SANDPAPER OR STEEL WOOL. PIPES SHALL ONLY BE CLEANED WITH THE PROPER CLOTH SUCH AS EMORY CLOTH OR EQUAL THAT IS DESIGNED FOR THAT PURPOSE. 3.3.3.4 TO ELIMINATE THE FORMATION OF COPPER OXIDE ON THE INSIDE OF THE TUBING, ALL AR SHALL BE FLUSHED FROM THE LINES AND COMPONENTS BEFORE BRAZING AND A SLOW STREAM (2 CUBIC FEET PER HOUR) OF DRY NITROGEN MUST BE PASSED THROUGH THE TUBING WHILE BRAZING. 3.3.3.5 SYSTEM SHALL BE FLUSHED WITH NITROGEN STARTING FROM THE RACK OR CONDENSING UNIT END OF PIPE TOWARD THE CASE OR EVAPORATOR, BEFORE MAKING THE FINAL CONNECTION. 3.3.3.6 ANY PIPE FITTINGS, VALVES OR OTHER COMPONENTS BURNED OR EXPOSED TO EXCESSIVE HEAT SHALL BE REMOVED AND REPLACED. 3.3.3.7 PIPING INSTALLED WITHOUT NITROGEN FLOW SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PUBLIX MAY TEST CUT (2) TWO SAMPLES PER RACK. 3.3.4 SECONDARY CHILLED GLYCOL AND HYDRONIC HEATING SYSTEM PIPING JOINING PROCEDURES 3.3.4.1 ALL PIPING SHALL BE CUT SQUARE TO THE TUBE. 3.3.4.2 ALL PIPING SHALL BE REAMED AND DE -BURRED BEFORE SOLDERING THE FINAL JOINT. 3.3A.3 PIPES SHALL NOT BE CLEANED WITH SANDPAPER OR STEEL WOOL PIPES SHALL ONLY BE CLEANED WITH THE PROPER CLOTH SUCH AS EMORY CLOTH OR EQUAL THAT IS DESIGNED FOR THAT PURPOSE. 3.3AA SOLDER WITH 95-5 NO -LEAD SOLDER AND WATER SOLVABLE FLUX. DEFECTIVE JOINTS SHALL BE DISMANTLED, CLEANED AND RESOLOERED. ALTERNATE: BRAZE WITH SILVER SOLDER. 3.3.4.5 ANY PIPE FITTINGS, VALVES OR OTHER COMPONENTS BURNED OR EXPOSED TO EXCESSIVE HEAT SHALL BE REMOVED AND REPLACED. 3.3A.6 PRESS CONNECTIONS: COPPER AND COPPER ALLOY PRESS CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE TUBING SHALL BE FULLY INSERTED INTO THE FITTING AND THE TUBING MARKED AT THE SHOULDER OF THE FITTING. THE FITTING ALIGNMENT SHALL BE CHECKED AGAINST THE MARK ON THE TUBING TO ASSURE THE TUBING IS FULLY ENGAGED IN THE FITTING. THE JOINTS SHALL BE PRESSED USING THE TOOLS) APPROVED BY THE MANUFACTURER. 3.3.5 HANGERS AND SUPPORTS 3.35.1 ALL HORIZONTAL PIPE RUNS SHALL BE SUPPORTED AT 5' INTERVALS EXCEPT AT COMPRESSOR. DX PIPING SHALL BE SUPPORTED BY APPROVED PIPE SADDLES. 3.3.5.2 ALL VERTICAL RISERS SHALL BE SUPPORTED AT 10' INTERVALS. 3.3.5.3 NO OTHER TRADE SHALL HANG, ATTACH, WELD OR LIE ON THE REFRIGERATION HANGERS. 3.3.5.4 ALL HANGER SUPPORTS SHALL HAVE NUTS ON BOTH BOTTOM AND TOP SIDE OF STRUT MATERIAL 3.3.5.5 HANGERS SHALL ATTACH TO THE STRUCTURE AT THE TOP CHORD OF BAR JOISTS, 3.4 INSTALLATION OF PIPING INSULATION 3.4.1 REFRIGERATION PIPE INSULATION 3.4.1.1 ALL REFRIGERATION LINES SHALL BE INSULATED FROM EVAPORATOR TO SUCTION MANIFOLD. 3.4.1.2 ALL HEAT RECLAIM LINES SHALL BE INSULATED FROM HEAT RECLAIM COIL TO RACK. 3.4.1.3 ALL INSULATION TO BE GLUED PER MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURE. AVOID STRETCHING OF PIPE INSULATION. 3.4.1.4 FOLLOW MANUFACTURERS SPECIFICATIONS FOR APPLYING PROTECTIVE LAMINATE FOR ALL INSULATED REFRIGERATION LINES EXPOSED TO SUNLIGHT. 3.4.1.5 REFRIGERANT PIPE SHALL BE SEALED WHILE SLIPPING ON INSULATION TO PREVENT FOREIGN MATTER FROM ENTERING THE TUBE. 3.4.1.6 INSULATION IS TO BE SLID ONTO PIPE; LONGITUDINAL SLITTING OF THE INSULATION IS NOT ALLOWED EXCEPT ON MITERED SECTIONS. INSULATION SHALL BE PUSHED ONTO PIPIE, NOT PULLED. 3.4.1.7 INSULATION SHALL BE MITERED, PRE -ADHERED AND LONGITUDINALLY SLR INSIDE THROAT TO FTT OVER ALL P-TRAPS, TEES AND 902 ELBOWS. 3.4.1.8 ALL BUTT JOINTS AND MITERED SEAMS SHALL BE ADHERED WITH FULL COVERAGE OF ADHESIVE ON BOTH SURFACES. INSULATION SHALL NOT BE STRETCHED WHEN ADHERING. 3.4.1.9 INSULATION MUST BE INSTALLED IN AN ADEQUATELY VENTILATED AREA. IT MAY BE NECESSARY TO INCREASE INSULATION THICKNESS IF ADEQUATE VENTILATION IS NOT PRESENT, DO NOT CROWD THE INSULATION, ALLOW FOR ADEQUATE AIR MOVEMENT. 3.4.1.10 AT THE BEGINNING, AT EVERY 12 TO 18 FEET, AND AT THE ENDS OF PIPING RUNS, THE INSULATION SHALL BE ADHERED DIRECTLY TO THE COPPER USING A 2" STRIP OF ADHESIVE. INSULATION SHOULD NOT BE ADHERED TO THE PIPE AT THE EXTREME LOW POINTS IN ANY ANY PIPING RUN. 3.4.2 SECONDARY CHILLED GLYCOL SYSTEM PIPE INSULATION 3.4.2.1 ALL LINES SHALL BE INSULATED FROM THE COILS TO THE PUMP STATION FLANGES. 3.4.2.2 ALL HEAT RECLAIM LINES SHALL BE INSULATED FROM HEAT RECLAIM COIL TO THE PUMP STATION FLANGES. 3.4.2.3 CLEAN AND DRY SURFACES TO RECEIVE INSULATION. REMOVE MATERIALS THAT WILL ADVERSELY AFFECT INSULATION APPLICATION. 3.4.2.4 APPLY INSULATION WITH THE LEAST NUMBER OF JOINTS PRACTICAL APPLY INSULATION WITH TIGHT SEAMS AND END JOINTS. BOND SEAMS AND JOINTS WITH MANUFACTURER RECOMMENDED ADHESIVE. 3.4.2.5 AT INSULATION TERMINATIONS SEAL ENDS WITH A MANUFACTURER RECOMMENDED COMPOUND TO MAINTAIN VAPOR BARRIER. 3.5 DRAINS 3.5.1 ALL CASE DRAINS SHALL BE INSTALLED BY CONTRACTOR. 3.5.2 CASE DRAINS SHALL BE SCHEDULE 40 PVC AND SHALL HAVE A RUNNING TRAP WHICH IS SUPPLIED BY CASE MANUFACTURER. 35.3 ALL WALK-IN COOLERS, FREEZERS AND MARKET COIL DRAINS AND TRAPS SHALL BE 3/4" COPPER PIPE INSTALLED AND INSULATED BY THE CONTRACTOR. 3.6 LUBRICATION 3.6.1 BEFORE ANY MOTORS AND/OR COMPRESSORS ARE TO BE OPERATED, THE LUBRICATION SHALL BE CHECKED AND OIL OR GREASE ADDED WHERE NECESSARY. 3.6.2 THE SYSTEM OIL LEVEL SHALL BE ADJUSTED TO THE FACTORY'S RECOMMENDATIONS. 3.7 PRESSURE TESTING THE SYSTEM 3.7.1 CONTRACTOR SHALL NOTIFY THE FACILITY SERVICE REPRESENTATIVE 24 HOURS IN ADVANCE WHEN OR MORE SYSTEMS WILL BE READY TO TEST. 3.7.2 THE FOLLOWING IS THE APPROVED PRESSURE TEST PROCEDURE UPON COMPLETION OF THE REFRIGERATION CONNECTIONS: 3.7.2.1 SET ALL VALVES IN OPEN POSITION 3.7.2.2 ALL JOINTS SHALL BE CAREFULLY TESTED FOR LEAKS WITH A HALIDE TORCH OR AN ELECTRONIC LEAK DETECTOR. 3.7.2.3 LEAKS SHALL BE MARKED AND REPAIRED. UPON COMPLETION OF REPAIR, REPEAT PRESSURE TEST AND NOTIFY FACILITY SERVICE REPRESENTATIVE FOR APPROVAL 3.7.3.4 ALL REFRIGERATION PIPING, CONDENSING UNITS, CONDENSERS AND REHEAT COILS, AFTER COMPLETION OF INSTALLATION, SHALL BE PRESSURIZED WITH A MIXTURE OF REFRIGERANT AND NITROGEN TO 175 LB OF PRESSURE PER SO, INCH, LEAK CHECKED AND MAINTAINED UNDER THAT PRESSURE FOR AT LEAST A 24 HOUR PERIOD, BEFORE EVACUATION PROCESS SHALL BEGIN. 3.7.3 THE FOLLOWING IS THE APPROVED PRESSURE TEST PROCEDURE UPON COMPLETION OF THE SECONDARY CHILLED GLYCOL CONNECTIONS. 3.7.3.1 LEAVE JOINTS UNINSULATED AND EXPOSED FOR EXAMINATION DURING TEST. 3.7.3.2 FLUSH SECONDARY CHILLED GLYCOL AND HYDRONIC HEATING LINES WITH CLEAN WATER, THEN REMOVE AND CLEAN OR REPLACE STRAINERS OR SCREENS. 3.7.3.3 ISOLATE EQUIPMENT FROM PIPING DURING PRESSURE TEST. 3.7.3.4 WHILE FILLING SYSTEM USE VENTS AT HIGH POINTS TO RELEASE AIR. 3.7.3.5 PRESSURE TEST TO1.5 TIMES THE SYSTEM WORKING PRESSURE. 3.7.3.6 LEAKS SHALL BE MARKED AND REPAIRED. UPON COMPLETION OF REPAIR, REPEAT PRESSURE TEST AND NOTIFY FACILITY SERVICE REPRESENTATIVE FOR APPROVAL 3.7.3.7 DRAIN AND PROCEDE TO 3.9.2 3.8 EVACUATION 3.8.1 ALL REFRIGERATION SYSTEMS (EXCEPT GLYCOL SYSTEMS) SHALL BE EVACUATED WITH AN APPROVED MANUFACTURED VACUUM PUMP WITH A MINIMUM PUMP DISPLACEMENT OF 8 CFM. 3.81 ALL SYSTEMS SHALL BE EVACUATED (3) THREE TIMES. THE FIRST (2) TWO EVACUATIONS TO 500 MICRONS ABSOLUTE PRESSURE. THE FINAL EVACUATION SHALL BE BROUGHT DOWN TO 200 MICRONS ABSOLUTE PRESSURE. 3.8.3 THE FIRST (2) TWO EVACUATIONS SHALL BE BROKEN WITH DRY NITROGEN, 3.8.4 ALL VACUUMS SHALL BE MEASURED WITH AN ELECTRONIC VACUUM GAUGE OR OTHER SUITABLE VACUUM INDICATOR THAT CAN BE READ ACCURATELY BELOW 200 MICRONS. RECOMMENDED TYPES ARE "TELEVAC" OR "AIRSERCO". 3.8.5 THE FINAL VACUUM SHALL BE PROVEN BY HOLDING IT AT LEAST ONE HOUR AT A MINIMUM OF 200 MICRONS AND NO RISE OF MORE THAN 100 MICRONS TO EXCEED THE 200 MICRON MINIMUM FOR THAT HOUR. CERTIFICATION SHALL BE BY PUBUX FACILITY SERVICE REFRIGERATION COORDINATOR. 3.8.6 THE FINAL EVACUATION SHALL BE BROKEN WITH REFRIGERANT CHARGED THROUGH A DRYER. A 20 CUBIC INCH DRYER SHALL BE USED FOR CHARGING 145 POUNDS OF REFRIGERANT. 3.8.7 FOR R-744 SYSTEMS, WITH ALL ISOLATION VALVES OPEN, INCLUDING COMPRESSOR SERVICE VALVES, CHARGE WITH VAPOR ONLY TO L% PSIG. COMPRESSOR SERVICE VALVES SHALL BE CLOSED AND CHARGING WITH VAPOR SHALL CONTINUE TO 250 PSIG. REFER TO HILLPHOENIX INSTALLATION GUIDE FOR COMPLETE DETAILS. 3.9 CHARGING 3.9.1 WITH ALL COMPRESSORS LOCKED ON, ALL CASES AT TEMPERATURE AND HEAT RECLAIM ENERGIZED FOR SO MINUTES, REFRIGERANT LEVEL MUST BE AT 10%OF RECEIVER CAPACITY. 3.9.2 SECONDARY CHILLED GLYCOL SYSTEM AND HYDRONIC HEATING CHARGING - MIX PROPYLENE GLYCOL 35% & DISTILLED WATER 65%PER THE MANUFACTURERS INSTRUCTIONS. VENT AIR FROM SYSTEM. 3.9.3 FOR SECONDARY R-744 SYSTEMS, THE SYSTEM SHALL BE CHARGED TO A LEVEL OF 80% IN THE LIQUID VAPOR SEPARATOR. REFER M MANUFACTURER'S INSTALLATION GUIDE FOR COMPLETE DETAILS. 3.10 START-UP AND ADJUSTMENTS 3.10.1 SUCTION FILTER CORES SHALL BE REMOVED AFTER UNITS HAVE BEEN RUNNING FOR (3) THREE WEEKS THE REFRIGERATION CONTRACTOR SHALL CHECK AND REPLACE THE OIL FILTER AT THIS TIME. 3.10.2 UPON COMPLETION OF THE REFRIGERATION INSTALLATION, THE CONTRACTOR SHALL: CHECK ALL ELECTRICAL CIRCUITS SET PRESSURE CONTROLS SET TEMPERATURES SET & RECORD DEFROST TIMES AND CONTROLS SET SUPERHEAT ON ALL EXPANSION VALVES ESTABLISH CORRECT REFRIGERANT LEVEL FOR EACH SYSTEM TAG ALL VALVES LABEL CASES WITH SYSTEM NUMBERS MARK ALL CONTROLS PROVIDE SYSTEM START-UP AND COMPLETE CHECK OF ALL SYSTEM COMPONENTS. 3.10.3 THE CONTRACTOR SHALL PROVIDE A PERMANENT DATA SHEET FOR EACH RACK THAT SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: REFRIGERANT AND WEIGHT OF CHARGE PRESSURE CONTROL SETTINGS DEFROST CONTROL SETTINGS TEMPERATURE SETTINGS SUPERHEAT SETTINGS DATA SHEETS SHAH BE LOCATED IN MANUFACTURER'S DEDICATED POCKET IN THE CONTROL CABINET. 3.10.4 BEFORE STARTING OF SECONDARY CHILLED GLYCOL AND HYDRONIC HEATING SYSTEMS: INSPECT PUMPS FOR PROPER ROTATION. SET MAKE UP PRESSURE REDUCING VALVES FOR REQUIRED SYSTEM PRESSURE. INSPECT AIR VENTS AND DETERMINE IF ALL ARE INSTALLED AND OPERATING, 3.11 CLEANING 3.11.1 THE CONTRACTOR SHALL ARRANGE FOR THE REMOVAL OF CRATING AND PACKING MATERIALS AND SHALL LEAVE THE UNCRATING AREA, THE COMPRESSOR ROOMS AND MECHANICAL CENTERS CLEAN AND NEAT. CLEAN JOB SITE DAILY. 3.11.2 CONTRACTOR SHALL LEAVE ROOF CLEAN AND IN GOOD CONDITION. 3.11.3 NO STORAGE IS ALLOWED IN MECHANICAL CENTER, WALK-IN COOLERS OR FREEZERS. 3.12 ORDER OF WORK 3.12.1 WALK-IN ARRIVAL (1) ONE WEEK - ALL WALK-INS ARE INSTALLED, COILS PREPIPED AND HUNG AND SHELVING COMPLETE. (2) ALL EVAPORATOR COILS FOR WALKINS CAN BE PREPIPED ON THE FLOOR AND THEN SET INTO THEIR RESPECTIVE LOCATION. 3.12.2 (1) ONE WEEK PRIOR TO CASE ARRIVAL: ALL OVERHEAD PIPING SHALL BE 100%COMPLETE ALL WALK-INS SHALL BE PIPED ALL HEAT RECLAIM PIPING SHALL BE COMPLETE. ALL CONDENSER PIPING SHALL BE COMPLETE. ALL SYSTEMS SHALL BE PRESSURIZED. 3.12.3 AFTER CASES ARRIVE: (1) ONE WEEK -ALL CASES SHALL BE SET (2) TWO WEEKS - ALL DRAINS, TRIM SHALL BE INSTALLED AND PIPING IN PROGRESS (3) THREE WEEKS - ALL CASES SHALL BE PIPED AND PRESSURE TESTING IN PROGRESS. (4) FOUR WEEKS - EVACUATIONS SHALL BE COMPLETED AND START-UP IN PROGRESS. (5) FIVE WEEKS - ALL UNITS SHALL BE RUNNING AND ADJUSTMENTS COMPLETE. 3.12.4 STORE OPENING CONTRACTOR SHALL BE PRESENT AT THE STORE ONE CONTINUOUS WEEK BEFORE THE STORE OPENING DAY, AND ON THE DAY AFTER STORE OPENING. 3.12.5 PUNCH LIST: PUNCH UST SHALL BE COMPLETED BY STORE OPENING DATE. 3.12.6 PROJECT CLOSE OUT REFRIGERATION CONTRACTOR AND PUBLIX REFRIGERATION COORDINATOR SHALL CONDUCT A PROJECT DEBRIEFING (1) ONE WEEK AFTER PROJECT IS COMPLETE AND OPENED. AGENDA FOR THE DEBRIEFING SHALL CONSIST OF, BUT NOT LIMITED TO THE FOLLOWING ITEMS: PLAN AND SPECIFICATION ERRORS AND OMISSIONS PROJECT COMPLICATIONS PUNCH LIST REVIEW TIMELINE REVIEW - COMPARISON OF THE PROJECTED TIMEUNE AND ACTUAL TIMELINE OPPORTUNITIES FOR IMPROVEMENT PROJECT SUCCESS RATING POWER SUPPLY: 208/230 VOLT, 3 PH., 60 HZ. INTERIOR DESIGN CONDITIONS: 75 F AMBIENT / 55RH EXTERIOR DESIGN CONDITIONS: 100 F AMBIENT UNITS SYSTEMS COMPRESSOR DESCRIPTION12 ELECTRICAL DATA FULL LOAD MPS 208/230V CONDENSER SELECTION ��n SYSTEM DESCRIPTION � �� ~ 5� W � Wl.r " '� � 4J1v < � ~4 F- W .- §511nbw � -! CASE ELECT.DATA LINE SIZING DATA y1� g � � .�.. WJ �- W 0 m 9 -' S� Ila, Llazi T_ H - Z � (EXIST) QUAD -MATE UNIT IN MECHANICAL WITH REMOTE CONDENSER EXISTING (1) 3DF3R15ME-TFC (110.0) EXISTING (i) 3DS3R17ML-TFC (122.0) EXISTING (1)3DS3R17ML-TFC (122.0) EXISTING (1) 4OH3R22ML-TFC (165.6) REQ. CAPAC: 461.8 /-20 CAPAC. AVAIL: 519.0 /-20 LOADING:112.4% 115 TC- 303.2 J 400 I .. I 1-48.2 1.59.6 1.59.6 1.82.2 249.6 3PH I -- __ I I0FN6 28.0 3PH I I - __ I AM T.D.LA FAN LOST MITT WCE-105 28.0 3PH 14.8 SANS OR ROW RHI UNIT 01 CIRCUIT MANIFOLD (REMOTE) 461.8 -22 119 8' 05DMH-NRG BEER CASE (NEW) (9.8) -34 E2 TIMED -OFF (N)CDST-4.7 0.56 1 -- I -- 1 0.47 1 -- R-404A 175 % % %2 53 12' PDNUIM SEAFOOD SELF SERVICE CS. (REFURB) (6.8) -22 E2 HOT GAS DT (E) COS EXISTING li, R-404A 150 % % % 52 12' PDNUIM SEAFOOD SERVICE DOME (REFURB) (3.5) -22 1 E2 HOT GAS DT (E) COS EXISTING 0 R-404A 150 37 MEAT PREP ROOM COLS (EXIST) 78.8 -27 E)(2)EFA-22OMD (EX2)SOE-5(2)-SC-5 E2 I TIMED -OFF (E) CDS if EXISTING R-404A 90 2 I/e 1 % 38 SEAFOOD DEPT. COL (EXIST) 36.7 -27 (E)(1)EFA-22OMD (EX9SOE-5(2)-SC-5 E2 TINED -OFF (E) CDS IE EXISTING io R-404A 120 1 % 1 I/g I % 25 24' 05DM DAIRY CASES (REFURB) 33.6 -26 E2 TMED-OFF (E) COS it EXISTING R-404A 135 1 % 1 I/8 19 24' 05OMH BEER CASES (REFURB) 34.0 -29 1 E2 TIMED -OFF I (E) CDS 4 EXISTING 0 R-404A 210 I 1 % 1 % % 20 24' 05DMH BEER CASES (REFURB) 34.0 -29 E2 TIMED -OFF (E) CDS EXISTING R-404A 225 1 % 1 I/8 % 24 23 12' 050M DAIRY CASE (REFURB) 36' ORBR REACH-N RL DAIRY CASES (REFURB) ( 16.8) ( 12.4) -26 -34 E2 E2 TIMED -OFF TIMED -OFF (E) COS (E) CDS EXISTING EXISTING R-404A R-404A 145 170 % 5/8 %%2 %2 HIGH -SIDE LID. PIPING SIZE BEAT uE SIZE tEN6tN 21 24' 050M DAIRY CASES (REFURB) 33.6 -26 E2 TIMED -OFF (E) COS EXISTING R-404A 225 1 % 1 1/g %22 (E) 2 % (E) 2 I/a I (E) 2'/e I (E) 2 ya 155' I 24' 05DM DAIRY CASES (REFURB) 33.6 •26 E2 TIMED -OFF (E) CDS EXISTING R-404A 215 1 % 1 % % 26 12x46x10 (EXIST) DAIRY COOLER 29.7 -22 (EX2)SA36-170 (EX2)SOE-4(2-%2)-SC-5 E2 TIMED -OFF (E) COS EXISTING R-404A 170 1 % T SCl UNIT 02 SU BCOOLING (47.2) -35 -- NOT REO'D (E) ORIT -- -- -- -- -- R-404A 50 1 -- % SC2 UNIT •3 SUBCOOLING (51.3) -35 -- NOT REQ'D (E) ORIT -- -- -- -- -- R-404A 75 1 % -- % NOTE: MARKET CEILING IS EXISTING. -1 I I I I I I -t- --d cv t- Z (EXIST) TRIO -MATE UNIT IN MECHANICAL CENTER WITH REMOTE CONDENSER EXISTING (1) 20A3F23ML-TFC (41.8) EXISTING (1) 3DAY28ML-TFC (50.5) EXISTING (1) 30BY33M.-TFC (59.5) CAPAC: 128.7 /-14 CAP. AVAIL: 151.8 /-14 w/SC LOADING:117.91 110 TC 117.3 150 •- 1.28.8 1-303 1.31.5 3PH -0.85 FANS 3PH 3PH - - 1.0• FAN EXIST WITT WCE•037B -�B 11.2 3PH 9.4 4FANS SGL ROW RH2 UNIT 02 CRCUIT MANIFOLD (REMOTE) 128.7 -11 SP SPARE STUB WITH BALL VALVES (EXIST) -- -- -- -- -- -- -- I -- - -- -- -- -- -- -- 4 5 10 DRS. ORZ-F FROZEN FOOD CASES (REFURB)(12.5) 2)5 DRS. ORZ-F FROZEN FOOD CASES (REFLRB) (12.5) -11 -11 E2 E2 HOT GAS HOT GAS DT DT (E) COS (E) CDS EXISTING EXISTING R-404A R-404A 175 195 1 I/8 1 I/g %g 5� % 6 10 DRS. ORZ-F FROZEN FOOD CASES (REFURB (12.5) -11 E2 HOT GAS DT (E) CDS EXISTING R-404A 160 1 I/8 %g % 8 12 DRS. ORZ-F FROZEN FOOD CASES (REFURB (15.0) -11 E2 HOT GAS DT (E) CDS EXISTING R-404A 205 1 I/e %g % HIGH -SIDE PIPING SIZE K � EWTN 9 12 ORS ORZ-F FROZEN FOOD CASES (REFURB (15.0) -11 I E2 HOT GAS DT (E) COS Q EXISTING R-404A 205 1 I/a %g % LIM I>IS. NA. 10 11 ORS. ORZ-F FROZEN MEAT CASES (REFURB) (13.7) -11 E2 HOT GAS DT (E) CDS EXISTING R-404A 155 1 I/g %g %� (H) 1 cE) 1 cE) 1 <E) 20' 11 11 DRS. ORZ-F FROZEN FOOD CASES (REFURB) (13.7) -11 E2 I HOT GAS DT (E) CDS EXISTING R-404A 165 1 1 %e % % 12 12 DRS. ORZ-F FROZEN FOOD CASES (REFURB (15.0) -11 E2 HOT GAS DT (E) CDS EXISTING R-404A 200 1 %e Y8 13 12 DRS ORZ-F FROZEN FOOD CASES (REFURB] (15.0) -11 E2 HOT GAS DT (E) CDS - EXISTING R-404A 215 1 % YeREQ. 14 3 DRS. ORZH-F ICE CASE (REFURB) (3.8) -11 E2 HOT GAS DT (E) CDS EXISTING R-404A 235 % % % P'-) F- Z (EXIST) QUAD -MATE UNIT IN MECHANICAL CENTER WITH REMOTE CONDENSER EXISTING (1) 2OFY16KL-TFC (22.6) EXISTING (1) 30A3F28KL-TFC l37.1) EXISTING (1) 30BY33KL-TFC (44.3) EXISTING (1) 30SY46KL-TFC (62.01 REQ. CAPAC: 139.8 /-25 CAP. AVAIL: 166.0 /-25 w/SC LOADING: 118.7% 110 TCJ 166.7 200 I __ I '16.8 1-30.3 1.31.5 1-42.0 120.6 3PH I 4-0.85 34 . I 4FA4S-LO 11.2 3PH I 16A I WG. AM 230V-FIJL T.D. FM EXIST WITT WCE-043B .�Pl 11.2 3pH 9.9 4FANS SGIL ROW36 RH3 UNIT 03 CRCUIIT MANIFOLD (REMOTE) 139.8 -22 57 3 DRS.ORZ-C FROZEN BAKERY CASE REFURB) (3.9) -17 E2 HOT GAS DT (E) CDS EXISTING - 0 R-404A 390 % % % 56 80800 (EXIST) BAKERY FREEZER (10.4) -18 (EX1)SG34-105 (EXt)SOE-3(1)-SZP-5 EF E2 HOT GAS DT (E) COS -- I -- -- I Jj,v, I -- R-404A 370 1 I/8 % %8 54 tOxl4x10 (EXIST) BAKERY/ DELI FREEZER (10.0) -17 1 (E)(OSG34-105 (EXlM-3(1)-SZP-5 EF I E2 I HOT GAS DT I (E) COS -- I -- I -- -- R-404A 325 1 I/8 I �e % 3 DRS. ORZ-F FROZEN SEAFOOD CASE REFURB) (3.7) -11 I E2 I HOT GAS DT (E) COS 4 EXISTING R-404A 120 % %2 % 15 12 DRS. ORZ-C ICE CREAM CASES (REFURB) (15.7) -17 E2 HOT GAS DT (E) CDS 4 EXISTING 0 R-404A 245 1 I/8 %g % 16 12 DRS. ORZ-C ICE CREAM CASES (REFURB) (15.7) -17 E2 HOT GAS DT (E) CDS 4, EXISTING 0 R-404A 235 1 I/8 %a % 17 11 DRS. ORZ-C ICE CREAM CASES (REFURB) (14.4) -17 E2 HOT GAS DT (E) COS of EXISTING go R-404A 195 1 1 I/8 Y8 % HIGH -SIDE PIPING SIZE AT REa)N SIR 8 1 12' OWIZ-OWEZ DUAL TEMP ISLAND CS (REFURB) (10.5) -12 E2 HOT GAS DT I (E) CDS mil EXISTING R-404A 125 1 I/8 y8 I % 1.10' 01S' HS'BM 12' OWIZ DUAL TEMP ISLAND CASE (REFURB) (7.6) -12 E2 HOT GAS DT (E) COS 4 EXISTING lo R-404A 145 % % I S/8 (E) 1 % I (E) I % I (E) 1 % I 12 (E) 1 30' I 3 12' OWIZ-OWEZ DUAL TEMP ISLAND CS (REFURB) (10.5) -12 E2 HOT GAS DT (E) COS 4 EXISTING 0 R-404A 160 1 %e % % 7 3 DRS. ORZ-F FEATURE CASE REFIJRB) (3.7) -11 E2 HOT GAS DT (E) COS EXISTING I, R-404A 230 %g % 5/g 27 14x28xlO (EXIST) FROZ FOOD/ ICE CREAM FREEZER (20.0 -22 (E)(2)SG34-K)5 (EX2)S0E-3(l)-SZP-5 EF E2 HOT GAS DT (E) CDS -- -- -- V -- R-404A 155 1 % 1 %g % 28 12x18x10 (EXIST) MEAT FREEZER (13.6) -17 (E)(1)SG44-140 (EX1)SOE-4(1-I/2)-SZP-5 EF E2 HOT GAS DT (E) CDS -- -- -- 4 V -- R-404A 105 1 I/8 % % H I I I I I I I I I I I I I I I I -1 ..,I- Z =) (EXIST) PENTA-MATE UNIT IN MECHANICAL CENTER WITH REMOTE CONDENSER EXISTING (l) 3D63R12M_-TFC (89.5) (1) 3DF3R15NL-TFC (110.0) EXISTING (U 3DS3R17ML-TFC (122.0) EXISTING (1) 3DS3R17NL-TFC (122A) EXISTING (U 4DA3S13ME-TSK (130.0) REQ. CAPAC: 536.8 /-20 CAPAC. AVAIL: 573.5 /-20 LOADING: 106.7% 115 TCj 330.E 400 I -- I I 1-43.6 48.2 1-59.6 1.59.E 1-57.1 268.1 3PH -- -- I I ANS 33.6 3PH 9-1.0 9.0 I I T.D. EXIST WITT WCE-126B -10VE 33.6 3. 132 DBL ROW RH4 UNIT 04 CIRCUIT MANIFOLD (REMOTE) 536.8 -22 140 4' 02.5UM w/REF BOX SUSHI CASE (NEW) (3.6) -26 E2 TIMED -OFF OOMT-4.7 0.18 -- -- 0.16 -- R-404A 100 % % %2 -- I LOOP 51(EXISTING) (28.3) -22 (E) ORIT R-404A -- 15/g % 51D 8x8xl0 (EXIST) BAKERY COOLER (5.6) -22 (EXI)SA26-70 (E)(1)SOE-YU-SC-5 E2 I TIED -OFF EXISTING R-404A 315 -- %2 I/2 51C 20' OSA SERVICE DELI CASES (REFURB) (6.4) -22 E2 TINED -OFF EXISTING 3i, R-404A -- -- % %2 51B 1Oxl2x10 (EXIST) DELI COOLER (PREPARED) (8.8) •22 (E)(1)SA26-115 (E)(1)SOE-3(I)-SC-5 E2 TIMED -OFF EXISTING R-404A -- .- 5/g %2 51A 8x12x10 (EXIST) DELI COOLER (UNPREPARED) (7.5) -22 (E)(1)SA26-87 (EHOSOE-NO-SC-5 E2 TIMED-OFF'pi EXISTING R-404A -- -- %i/2 55 0HV96RSS DESSERT CASE (REFURB) (9.4) -22 1 E2 TIMED -OFF (E) CDS 14 EXISTING R-404A 345 1 I/g < > % %2 58 W BORGEN FLORAL HUTCH (REFURB) (11.3) -22 E2 TIMED -OFF (E) CDS 4 EXISTING 0 R-404A 375 1 %g % %2 49 16' 04LA1-NRG DELI ISLAND CASES (NEW) (15.9) -26 E2 TIMED -OFF (E) CDS 0.72 -- -- 0.64 -- R-404A 1 330 1 f8 I % %8 50 16' 04UM-NRG DELI ISLAND CASES (NEW) (15.9) -26 E2 TMED-OFF (E) COS 0.72 -- -- 0.64 -- R-404A 330 1 I/8 %g % 48 2)12' 04UM-NRG DELI ISLAND CASES (NEW) 23.5 -26 E2 I TIMED -OFF (E) CDS 1.08 -- -- 0.96 -- R-404A 285 1 % %g % 47 32' 05DM PRODUCE CASES (ALTERED-RF) 46.9 -22 E2 TIMED -OFF (E) CDS 3.74 -- -- 5.50 -- R-404A 255 1 % 1 I/8 5/8EXISTING 46 24' 050M PRODUCE CASES (REFURB) 35.2 -22 I E2 TILED -OFF (E) CDS It EXISTING R-404A 220 1 % 1 I/8 HIGH -SIDE PIPING SIZE JIE 'EAT � `wt 40 12x26xI0 (EXIST) PRODUCE COOLER (21.0) -22 (EXI)SA46-230 (EXOSEE-50-SC-5 E2 TIMED -OFF (E) CDS 4 EXISTING R-404A 160 1 I/8 % 43 20' 05DR REAR LOAD ,ICE CASES (REFURB) 29.2 -22 E2 TIED -OFF (E) CDS ez EXISTING 0, R-404A 175 1 % 1 1/842 (E) 2 % (E) 2 % I (E) 2 % I (E) 2 1/a 145' 20' 05DM PRODUCE CASES (REFU RB) 29.3 -22 E2 I TIMED -OFF (E) COS 4 EXISTING 30 R-404A 165 1 �g 1 I/g 5r6 41 16' 03UM LOW PRODUCE CASES (REFURB) (15.9) -22 E2 TIMED -OFF (E) CDS It EXISTING 0 R-404A 165 1 I/8 %g % 45 24' QC-30 GRAB-N-GO CASES (NEW) 36.6 -24 E2 TIMED -OFF I (E) CDS 8.40 -- -- 1 3.60 1 -- R-404A 165 1 1 1 I/8 %g 44 24' QC-30 GRAB-N-GO CASES (NEW) 36.6 -24 E2 TIED -OFF I (E) COS 8.40 1 -- I -- 1 3.60 1 -- R-404A 175 1 1 %g %g 39 5x8x10 (EXIST) SEAFOOD COOLER (7.9) -22 (E)(1)SA26-87 (E)(I)SOE-3(U-VC-5 I E2 TMED-OFF I (E) CDS EXISTING -- 110 % % I/2 33 24' OHM MEAT CASES (REFURB) (32.5) -22 E2 HOT GAS DT (E) CDS EXISTING R-404A 105 1 % 11/8 % 35 IT OM SELF SERVICE MEAT CASE (REFURB) (5.5) -22 1 E2 HOT GAS DT (E) CDS If EXISTING ii, R-404A 75 %2 1 I/2 34 24' OHM MEAT CASES (REFURS) (32.5) 4,22 E2 HOT GAS DT (E) CDS 4 EXISTING 31 R-404A 80 1 % 1 I/8 % 32 24' 05DM PROC. MEAT CASES (REFURB) (36.7) •22 E2 HOT GAS DT (E) COS EXISTING 30 R-404A 125 1 % 1 ye % 29 120200 (EXIST) CHICKEN COOLER (13.9) -22 (E)(1)SG44-140 (EXt)SOE-40-1/2)-SC-5 EF I E2 HOT GAS DT I (E) CDS -- -- I -- 2 -- R-404A 120 %g % % 30 12x2Ox10 (EXIST) MEAT COOLER (18.9) -22 (E)(i)SG54-180 (E)(1)S0E-5(2)-SC-5 EF E2 HOT GAS DT (E) CDS -- -- -- C -- R-404A 110 1 i/8 % % 31 20' 05DM PROC. MEAT CASES (REFURB) (30.7) -22 E2 HOT GAS DT (E) CDS EXISTING R-404A 135 1 % 1 1/8 % * PIPING ADAPTER REQUIRED FOR SUCTION STUB. o DIAMOND SHOWN IN PIPE SIZE SCHEDULE INDICATES A SYSTEM WHERE THE SUCTION RISER IS TWO SIZES SMALLER THAN THE HORIZONTAL SUCTION LINE. RT= ROOFTOP HIGH -SIDE PIPING SIZE DATA LIO.- INDICATES LIQUID LINE SIZE FROM CONDENSER TO RECEIVER. DIS.- INDICATES DISCHARGE LINE SIZE FROM COMPRESSOR TO CONDENSER. H.D. - INDICATES HORIZONTAL DISCHARGE LINE SIZE. NOTES: 1. ALL COILS IN WALK-IN COOLERS AND FREEZERS SHALL BE HUNG WITH CLEARANCE BEHIND THE COIL (DISTANCE FROM BACK OF COIL TO WALL)EOUAL TO THE HEIGHT OF THE COIL. 2.ALL REFRIGERATION BENCHES FOR ROOF MOUNTED UNITS SHALL HAVE A HEIGHT OF NOT MORE THAT 224FROM THE TOP OF THE BENCH TO THE FINISH ROOFING"AND A HEIGHT OF NOT LESS THAN 12-FROM THE BOTTOM OF THE BENCH TO THE FINISH ROOFING. 3.REFRIGERATION CONTRACTOR SHALL LEAVE ROOF CLEAN AND IN GOOD CONDITION. TAKE ALL PRECAUTIONS TO PROTECT ROOF. 4.ALL SELF-CONTAINED REFRIGERATED EOUIPMENT TO BE SERVICED BY THE REFRIGERATION CONTRACTOR. 5.WHEN ALL REFRIGERATION IS COMPLETE. REFRIGERATION CONTRACTOR SHALL ADJUST ALL EXPANSION VALVES AND CONTROLS BEFORE WARRANTY STARTS. 6.ALL REFRIGERATION LINES TO BE INSULATED TO SUCTION MANIFO LD. 7.ALL LINES INSULATED ON ROOF TO BE PAINTED TWO COATS WITH EXTERIOR ELASTOMERIC 'WHITE'PAINT. 8.ALL HAND VALVES TO BE SWEAT TYPE.NO FLANGE TYPE HAND VALVES. (N) = INDICATES NEW (E) = INDICATES EXISTING NOTE 'A' A -- LIOUID LINE SOLENOID VALVE W/ THERMOSTAT ON MARKET COILS SUPPLIED BY REFRIGERATION CONTRACTOR. NOTE: REFRIGERATION CONTRACTOR TO VERIFY IF EXISTING LINE SETS ARE ADEQUATE. REUSE IF FEASIBLE. MAKE CHANGE AS NEEDED. *EXISTING LINE SET SIZES SHOWN FOR FUTURE REFERENCE 1. ENERGY MANAGEMENT SYSTEM INSTALLATION RESPONSIBILITY 2. REFRIGERATION CONTROL EQUIPMENT 3. DESCRIPTION RESPONSIBILITY COMMENTS 4. PUB RM I RIC HC CEM RCM EC I ACM CPC 5. FURNISH ALL TEMPERATURE AND FLUIDITY SENSORS X 6. INSTALL WALK-IN SENSORS I X 7. WIRE TEMPERATURE & HUMIDITY SENSORS X 8. FURNISH AND INSTALL CONDUIT/WIRING FOR REMOTE SENSORS I I X 9. FURNISH AND INSTALL ALL CONDUIT/WIRING BETWEEN CONTROLLERS I X 10. FURNISH AND INSTALL ALL CONDUIT/WRING BETWEEN ALARM PANELS X 11. FURNISH AND INSTALL ALL CONDUIT/WRING TO REMOTE 1/0 BOARDS I X 12. FURNISH REMOTE 110 BOARDS - EMS BOARD X 13. INSTALL REMOTE VO BOARDS I X 14. FURNISH ALARM PANELS (IF APPLICABLE) X 15.INSTALL/WIRE ALARM PANELS (E APPLICABLE) X 16. 17. 18. ENERGY MANAGEMENT SYSTEM LIGHTING CONTROL 19. LIGHTING CONTROL EQUIPMENT 20. DESCRIPTION RESPONSIBILITY COMMENTS 21. PUB RM I RIC HC CEM I RCM EC ACM CPC 22. FURNISH REMOTE 1/0 BOARDS, 8R0'S & W/TRANSFORMERS AND ENCLOSURES X 23. INSTALL/WIRE REMOTE 1/0 BOARS, 8RO'S & W/TRANSFORMERS AND ENCLS. X 24. FURNISH, INSTALL, WIRE AND TERMINATE LIGHTING CONTACTORS W/ENCLS. X 25. FUIRNISH AND INSTALL ALL CONDUIT/WRING FOR LIGHTING CONTROLS I I I I I X 26. 27. 28. HVAC CONTROL EQUIPMENT RESPONSIBILITY 29. HVAC CONTROL EQUIPMENT 30. DESCRIPTION RESPONSIBILITY COMMENTS 31. PUB RM I RIC HC CEM I RCM EC ACM I CPC 32. FURNISH EMS A X 33. INSTALL, WIRE AND TERMINATE EMS A X 34. FURNISH CPC BOARDS, 81/0, 8RO(C),16AI X 35. INSTALL CPC BOARS, 81/0, 8RO(C),16AI X 36. FURNISH ALL PRE -SPECIFIED SENSORS AND CONTROLS X 37. INSTALL ALL PRE -SPECIFIED SENSORS AND CONTROLS I X 38. FURNISH AND INSTALL ALL CONDUIT/WRING TO CPC/RMCC X 39. FURNISH AND INSTALL ALL CONDUIT/WRING TO HEAT RECLAIM I X 40. FURNISH AID INSTALL ALL CONDUIT/WIRING TO ALL REFRIGERATION RACKS X 41. FURNISH AND INSTALL ALL CONDUIT/WIRE TO VAV AND DUMP BOX CONTROLS I X 42. FURNISH AND INSTALL ALL CONDUIT/WIRE TO FURNISHED CONTROLS/DEVICES X 43. FURNISH( CPC VO BOARDS FOR EXISTING HVAC EQUIPMENT RETROFIT X 44.I4STA.L CPC 1/0 BOARDS FOR EXISTING HVAC EQUIPMENT RETROFIT I I X LEGEND: PUB - PUBLIX RM -RACK MANl1FACTUJRER RIC - REFRIGERATION INSTALLATION CONTRACTOR HC - HVAC CONTRACTOR CEM • CONDENSER AND EVAPORATOR MANUFACTURER OEM RCM - REFRIGERATED CASE MANUFACTURER EC - ELECTRICAL CONTRACTOR ACM - HVAC MANUFACTURER CPC -COMPUTER PROCESS CONTROLS EMS INSTALLATION RESPONSIBILITY CHART WAS SPARE STUB. INSTALL NEW CDs VALVE. RUN NEW OVERHEAD REFRIGERATION LINES. * 31E * 3& * WAS SPARE STUB. INSTALL NEW COS VALVE. RUN NEW OVERHEAD REFRIGERATION LIDS. L11 V12 r,a WAS 16.03UM DELI ISLAND CASES. INSTALL NEW RISER AS NEEDED. REUSE k EXTEND EXISTING LINE SET TO NEW LOCATION AS NEEDED.. WAS 16' 03UM DELI ISLAND CASES. INSTALL NEW RISER AS NEEDED. REUSE d EXTEND EXISTING LINE SET TO NEW LOCATION AS NEEDED.. WAS 2)12.03UM DELI ISLAND CASES. INSTALL NEW RISER AS NEEDED. REUSE k EXTEND EXISTING LINE SET TO NEW LOCATION AS NEEDED.. WAS 32' 05DM PRODUCE - 4. ON50M TEA CASE. DISCONNECT k REMOVE 4' ON5DM CASE. REUSE k EXTEND EXISTING LINE SET TO NEW LOCATION AS NEEDED.. * * * WAS SPARE. RUN NEW OVERHEAD REFRIGERATION LINES. WAS SPARE. RUN NEW OVERHEAD REFRIGERATION LINES. W pq 10 10 IN m DATEs JUJLY 05.2019 ROLAND JASMIN ENGMEfb ROLAND JASMIN T 08-12-2019 MAF0f jWfto4IWrniJWe A � c�WANY Hill PHOENIX 14350 Cherokee Ploce Chino, CA 91710 Phone: (909) 270-2111 CA •31581 A �00 00 C1 G1 ( I a $,;�w to m �� g �O 0 1 � a'I ,--N,0-N `' oo -j� SS -1 -8 S Q aJ W WO UZ -) 50 B 0) Z W m 'a Z � N W J I m U) O W c O 2 a C) C - ♦♦ vJ F_ W e W �a N W Q a w ^ ~m, I..L_ = O " X Om U� X W J M Co � aW z ^ I�I� HW U L0 qt' N r t W Z 0 L 2 0 U Q. %. 04 C mIT a- a W Cn N o F- m ppO > V>! J W . co -AI_j-'_ W , w�29a 9 Pco N (04"> m 0 a C) L L. V LLJ to"i 0 m Q W_ 0 LLJ V V�o m 0 Q LLJ W (DV N i_ m gad rn 0 N J D 2 4 2 m m N * rn z tj 0 00 N W h- G U W a C U R2. SPEC VERSION 1.18.17 AUG 2 8 2019 Hawkins Construction, Inc. A 4,4 o CC N .-a r-q ON C� 0-4 24 U U 0 ,46 0.4 w w PIPE CLAMP SCREWED TO WALL BAR JOIST 16' INSULATION PIPE HANGERS REFRIG. CONTR. TO FOAM AT 5'-0' O.C. INVERU RISERTTO SIZE BE 0 Q HEAT RECLAIM OPENING IN � f:3-( J A/C UNIT AFTER HEAT RE- INSULATED LINE HEAT RECLAIM CLAIM LINES ARE PIPED. INVERT --. PIPING, W SPRAYED (FOAM PIPE HANGER TO BE DRAON LONE FASTENED TO WALL AR®��® HEAT R[E�ILAaINI ADDLE 1 0 MINIMUM PIPING ON A/ C UNIT BELOW JOIST •� CL 3/6' ALL -THREAD / LKN1D LINE ° , \ Q DEEP WASHER WITH T AND LM��ETION f UNISTRUT FOAM INSULATION_ 19 z Z rMP .: '�INOTE: DO NOT CLAMP AND COMPRESS THEFACTORY CUT-OFF CHECK VALVE �,INSULATION. SUPPORT IS USED FORINSTALLED �RISER SIZES AS t STABILITY 0 CHECK VALVE VALVE (TYP) rxv SPECIFIED ON , ='sMETAL cHIASE SHEET R-1FACTORYRECEIVER ARFLOWINSTALLED FAN MOTORS DIVERSION HEAT -x TRAPVALVE (MTD. HOKIZ.) 'ORS �� H. B-llne Armaf lx Clamp TRAP ON SUCTION LINE rn EVAPORATOR HEAT RECLAIM PIPES IN WALK-IN 11/2' DIA HOLE THRU TRAP TO BE INSTALLED FREEZER THREADED WALL FOAM AROUND ' THROUGH PITCH PANS UNION FOR PIPES i'� W/REFRIG. LINES LLI N ONLY ELu hGAT PREP 7/6 ' COPPER / I W Lu J of LXKXD LINE TO DRAIN L NOTES NOTES: DE SOLDERED TO 112 ' INS1) ORZ CASES TO 0 1) HEAT RECLAIM PIPING TO w/AUi'INSULATKNN TRAP Y Act GAP COME PIPED UP THE REAR OF CASE. P-TRAP SIZE EQUALS a JQQ�- HAVE /2 INSULATION. 14 CONTRACTOR TO TIE PIPING TOGETHER FULL LOAD PIPING SIZE c 5 2) VALVES TO BE INSTALLED AT CASE AS SHOWN. WHERE 2 CASES WITH MINIMUM INTERNAL IN THE FIELD ARE ONLY FOR NOTE' HUD DRAIN ARE ON ONE SYSTEM VOLUME. RACKS THAT HANDLE A/C MINIMUM CLEARANCE FROM BACK 2) PIPE HANGERS TO BE NO MORE THAN HEAT RECLAIM AND HEAT WALL R TO LOW -PROFILE UNIT COOLER IS TO BE 6' FROM PIPE INVERTS RECLAIM TO TANK. 24' - 38• FOR MEO-PROFILE. TYPOcCAtL DRAON POPONG CON V ENTOONAL PIPING DOAGRAINI HEAT RECLAIM PIPING DOAORAM 2 FOR WALK -ICI$ � FOR MULTO-DECK tCAS EG (*'4�FOAM INSULATION AT BACK OF OAS rs_�DOUBLE ROGER DIA®RAC � TYPOtCAIL VERTOCCAL WALL CLAMP DETAOIL NTS R�.� (REMODEL STORES) NTS (��j.9 NTS NTS (��,`� NTS 3 J., NTS INVERT TO BE RISER SIZE CU POLYPROPYLENE PIPE SADDLES TO AU.•T�AO BE WHITE INSUGUARD OR COOPER 4' C UNISTRUT FASTENED B-LINE SNAP+N SHEILD II TO TOP OF CASE W/ 2 IINISTRur " TEK SCREW eNOTE: THIS IS TYPICAL FOR ALL Lu In 2 AT W-O'CCENTERS REDUCER FITTING RS I/2 ° PIPING ON TOP OF CASE. LMTKUT NEEDS TO EXTEND * OUTSDE OF PAN 2' TO ALLOW TEK •NOTEsPAINT TO MATCHFANS Q W FOR 3/a' ALL THREAD — N . T . S . ALL WALL COLORS. TOGETHER sLICT1oN re T i'l (� ICC A d POPE SADDLE IL SIZE NTS sue. AT RISER HEIGHTS OF SELF -TAPPING W W AP,� SWADDLES '-0' A TRAP/INVERT OR MORE USE PIPE SUPPORT TEKSCREWS cM —gyp �� tla COMBINATION. 1 -0. D.C. _ 31V ALL e oI„� (SAME SIZE AS RISER) a THREAD WELD v HANDVALVE UN THANGERS RISER i 0� � �0 M stzE LOOP PIPING TO RUN X J DO X_ INSIDE CASE. USE FASTEN METAL PLATE TO LOWER w DO SUPPORTS. 4 EDGE OF CASE WITH 'TEK SCREW M d ANGLE BRACKET MTD. a- AM sucrlDN Q 5'-0' 0/C u' § PAN ADJUST HEIGHT PAN 0 TO DE 20 GA. WHITE SIZE U OF UN13TRUi i0 ALLAOM FLIMIS ED I INSTALLED NOTE FITTED TRAPS SHALL � OWTREFRIGERA T aY REFRIGERATION CONTRACTOR. I � I I BE SUCTION SIZE. ONE PIECE EVAPORATOR COIL FIELD SHAPED TRAPS SHALL LWTKUT BE RISER SIZE. PAN SUPPORT HANOVALVE TRAP TO CASE — BE SUCTION SIZE -- T POPE HANGER/ PAN DETAOfL R TYPOtCAL TRAP AND ONVERT rlo PRODUCE WALL CASE LOOP POf ONG 99 MALL (MOUNTED POPE SUPPORT ("02 PAINTED METAL BOX COVER Ro�.9 NTS R J., NTS ��- NTS NTS R -I (BY G.C.) NTS SUPPORT FROM HANGERS TOP CHORD a 5•-0' O.C. INVERT 5' FOR NOTE: 7 3' FOR COPPER AN ALTERNATIVE IS TO INVERT CONT.WELD CONDUIT TUBING ATTACH WITH A BEAM ' DIMPLED I CLAMP TO THE TOP OT HANGERS / RAISED HERE THE ANGLE IRON. a5'-B' D.C. a / I I NVERT I I uMN 18 GA. ST. �/INVERT STEEL , ^ PAINTED METAL II FALSE NOTEi INSULATION REMOVED AND 4• 4' v HANGERS a BOX COVER I ' I I CENTERLINE OF PIPES SHOWN 5'-0. O.C. SEE DETAIL / �/ II REFRIGERATION LINES TO COLUMN FOR CLARIFICATION PURPOSES U BE CLOSELY STRAPPED 04 II TOGETHER TO COLUMN •' TO CASE TO RACK �� I I NOTEi INSULATION REMOVED AHM CENTERLINE OF PIPES SHOWN — 4' 4' ®9 1/2' PIPE �/ i i FOR CLARIFICATION PURPOSES SLOPE N / NOTES INSULATION REMOVED AND II a) SADDLE 10' `� �� 9 CENTERLINE OF PIPES SHOWN I I I �. ' W z CEILI FOR CLARIFICATION PURPOSES II a ` PIPE HANGERS TO BE ® 11 TRAP li 9 O SET AT 5'-O' O.C. TO I I ' I I I I I HANGERS a 5'-0' aC. INVERT PAINTED METAL FOLLOW SLOPE. UNISTRUT W/PVC PIPE REST I I BOX COVER a 5•-O.O.C. 1 I I �1 SEE DETAIL TYPOCAL REFRIGERATION FIDE ELOPE DETAIL —______-- ------___-- TRAP CC -z==---------- ='' — --- - - I ® G R3.� NTS tf O --!� UNISTRUT W/PVC PIPE REST SILICONE BOTH RUN PIPES ALONG Q 5'-8'O.C. TOP OF CASES W SIDES OF WALL o o CASES �/ �,/ �;/ � � � Z o o r] F_ r WM _ PVC P[PE SLEEVE NOTE:LIOUID LINES ARE NOT INDICATED T MALL CASE AS WELL AS INSULATION REMOVED AND o CENTERLINE OF SUCTION PIPE SHOWN FOR CLARIFICATION PURPOSES o o Q O FOAM AROUND p LLD.. PIPE iINSIDEI ON SLEEVE o u.I m J V a 9 E m >` TYPICAL ®o�/®o+Ilz� CASE DETAo� 9� �� �a�U. 9� TS7QaOOA� �R®71fE1� rF®®® �A�E D�TAI� �9/ ®o.t�RAo�I TYPOtCAL IFROZ EN (FOOD CAGE DETAOL T�7�OcCAIL O�(LAN1D MEAT, � D[E(LO AND PRODUCE CASES 9�175 T���CAL ��C POSE CHASE `I�G�R� WALLS R�.9 NTS R ,•p NTS R .9 NTS NTS T�lDaO(CAI. IaOO�IN1(� Da0T�0� �O�I�ET � ^�^ ad W = W NTS o� Ra�i.9 Ro`�.� aNTS 1.L ti N cn Z HANGERS i HANGERS INVERT o 5•-e' D.C.`,�%�GO c0�.... .,. 0 5'-0" O.C. ------- NO 80226 NOTE: INSULATION REMOVED AND I '� � • ,'� ::• CENTERLINE OF PIPE SHOWN � � 7 FOR CLARIFICATION PURPOSES � � -0�PAINTED METAL -A : STATE OF 4UHANGER BOX COVER /a\ � B. SEE DETAIL %O�.••� NOTE LIQUID LINE \�1 a �� S/ ••..... E� �� < �- SUCTION LINE NOTE INSULATION REMOVED AND U ��t�`S,,' ONA1.••���.�\�,, CENTERLINE OF PIPES SHOWN I PF111„`, CEILING �' INSULATION REMOVED AND FOR CLARIFICATION PURPOSES �� CENTERLINE OF PIPES SHOWN I I I UNISTRUT /PVC �•��- FOR CLARIFICATION PURPOSES fPE RES SUCTION AND - i1NVERT COLUMN I o5'-0' O.C. /' /Ole' / - LIQUID LINE �l REFRIGERATION LINES TO �- 12-j___1 1 BOX HINTED R BE INSULATED AND CLOSELY I ' �, �'/, R-3.1 METAL BOX COVER SEE DETAR I NOTE CENTERLINE OFHPIPES SHOWN 9 STRAPPED TOGETHER TO ,I SEE DETAIL 12 ,� FOR CLARIFICATION PURPOSES COLUMN I i 9 , \ , / O.C. ;HANGERS / TRAP as � Lc l o (STRUT W/PVC PIPE REST a 5•-e• D.C. tl ,00 TO RACK CASES 'E N TRA J 1e Koi�0 TYPICAL DAIR�I �1Q�JDOE OR SPECIAL("25TYPICAL DAIRY, JUICE OR SPECIAL � MEAT CASE DETAIL W/ COLUMN �9 TYPICAL D(ELD ISLAND (CASE DETAOL �� TYPICAL ISLAND LOW TEMP CAGE DETAOL �� TY(O�OCCA(L DlEiLO �A�E D[ETAOfL �� (SOT TO ��ED HEAT (CAB[E D[ETAOL � m (FOR HYDRONIO(C) NTS R�•9 NTS Ro�i•� NTS (��• jj NTS R�.� NTS (��j.9 NTS � 03 DATEs JULY 05.2019 tR DRAIN By, JAN SITU FNGINM ROLAND JASMIN DATE ISSLED, 08-12-2019 Ni//p/soors� A � COMPANY Z �- Hill PHOENIX z �14350 Cherokee PloceChino, CA 91710 N W o CA *315809) 270-2111 0- Qo v RECE ED R3. I AUG 2019 Hawk' onstruction, Inc. i --------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- & ----------- ------------ & ----------- & ----------- Y ------------ B------------ a- 0 I I I I i j I I I I I I I i ► I i I i i EXISTING MECHANICAL CENTER SEE SHEET R2.1 FOR DESCRIPTION I I I I I I I I I j I I I I I I I j I I I I I I --- i I I I �❑ I ; j I I I WATER rDP2 jI I I i I I I I I I Tay I I I I I I wR I .. ...... ,.. .. ...,. .,. . .< ...... ...... __ M,Mn CONNECT NEW REFRIGERATION LINES CONNECT NEW REFRIGERATION LINES ' TO UNIT MANIFOLD/UNIT TO UNIT MANIFOLD/UNIT I j I I SEE R2.1 FOR LINE SIZES I SEE R2.1 FOR LINE SIZES I I I I I I j I I I i I I I I I I i I I I I I I I i I j I I --------------------------------------- i------------------------------------------------ E----------------------------------------------- i------- I I I f , Ili i i I I I I N M I I I I I I u u � W � ~ W ~ Z I I I 0 0Z 0 00 of I I I -Zof U� 1 U >- U CrZ wo I ILo I N� J W Z Cn Z� Cn U I I I o f w------ ------ - X--- X �r------------------------------------�---------------------------------------I------------------------------------------------} �w I I I X I I I W I I I I I I I I I I i I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I ALL REFRIGERATION EQUIPMENT ! IS EXISTING j i I UNLESS SPECIFIED EDI i ► i SEE SHEET R2e1 FOR EQUIPMENT i DESCRIPTIOt I ; I I j I i i j i j i i i I j I I I ---------------------------------------i------------------------------------------------C-----------------------------------------------j------------------------------------------------j-------------- I I I I I I j I I I I j I I I I i I I I I j i i i I i i I I ; I j AC-1 i i I , j j I I I I I I I I , j ; I I I j I j I I j i i i I I , I j I I I I I I I i 1--------------------------------------- i------------------------------------------------ f----------------------------------------------- 1------------------------------------------------ -------------- I I AC-6 I I I I I i , I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I j I I I I I I i I I j I I I I j I I I I j I I i j I j I I I I j I I I I j I I I I j I I I I I I i I I ERV-1 I j I I I I j I i ' I , I j i I i I j i I I I I I I I I I i y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ — _ — _ — _ _ _ _ _ _ _ _ _ — _ — - _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _- i j I i i i i i I i i I I i I i i I i I I I I I I I i I I I I I I I I I I I I I I I I I I i I I I I I I j i I i i i i 1 2 3 4 5 6 7 8 --------------- G) _O -o -o -o DULY 95, 2019 JAN SITU ElOaHlb ROLAND JASMIN CATE ISM 08-12-2019 "811ja tossnim A Hill PHOENIX ZgWe ANY 14350 Cherokee Place Chino, CA 91710 Phone: (909) 270-2111 CA •31581 b 00 O O N � r-4 .- .4 01 01 11 r 1 �� �� .4 ` O t-- v- Q aJ w C'n Z 85 .� 0 ZW� Z H o a U F- LU CQ a G CL W W ;: CL O� /♦��^ r VJ R! CM m U1 -J m LLJ0° � aw U %,'(T1 T'ERt����i GEE ..... G'p ♦♦ No 80226 :•o : ; g= :?3'. STATE OF 0 Af F'.40R`OP:N��. TF 401 N J M m co 8 W 8 2019 Hawkins Construction, Inc.