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Permits 985 Atlantic Blvd (vault)CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001393 Date 10/09/09 Property Address 985 ATLANTIC BLVD Application type description COMMERCIAL ADDITION/ALTERATION Property Zoning TO BE UPDATED Application valuation ------------------------ 2000 -------------------------------------------------- -- Application desc REPAIR OUTSIDE FRONT -------------------------- COLUMN HIT BY AUTO -------------------------------------------------- Owner Contractor ------------------------ --------------------- IN, PUBLIX SUPERMARKE --- T THE MALLE COMPANY, INC. STORE NO. 0254 12025 SAN JOSE BLVD P.O. BOX 407 SUITE 1 338 JACKSONVILLE FL 32223 (904) 685-2321 --------------------- Str ucture Information 000 000 ---------------------- Construction Type TYPE I-A Occupancy Type BUSINESS Flood Zone ZONE X ------------------------------------------- -------------------------- Permit ------- BUILDING PERMIT Additional desc REPAIR EXTERIOR COLUMN Permit Fee 40.00 Plan Check Fee 20.00 Issue Date Valuation 2000 Expiration Date 4/07/10 --------------------------------- ------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- ---------- ----------------- -- Permit Fee Total --- 40.00 40.00 .00 .00 Plan Check Total 20.00 20.00 .00 .00 Grand Total 60.00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PSfN.~~'{~'ft,' k°P3r~6r~~''1:'rrLT~ ~t','~krlT~~ 6501 Arlington Expressway, Building B, Suite 201 Jacksonville, Florida 32211-5795 Phone: 904.743.4633 Fax: 904.725.9295 E-mail: jax@aespj.com October 7, 2009 Mr. Chris Lanwehr Equity One Realty & Management FL, Inc. 2970 Hartley Road, Suite 105 Jacksonville, Florida 32257-6245 Re: Atlantic Village Column Damage Project: #309-297 Atlantic Beach, Florida 309:5700"RPT Atlsntlc Vlllega Pub~bt Cdumn Dempa.wyd Dear Chris: Atlantic Engineering Services ofJacksonville (AES) visited the Atlantic Village Shopping Center Publix, Atlantic Beach, Florida, to review damage resulting from the force of an automobile impacting the structure. The impact sheared column on AA-19 off at the top of sidewalk and damaged the stucco wrap around the column. At the time of our site visit, column AA-19 had been temporarily repaired. The temporary repair stabilized the canopy for the applied gravity loads. The stucco veneer above the column at the canopy was damaged. The structure of the canopy could not be fully viewed at the time of our inspection. V isible damage to a few tiles on the wall of the Publix was noted, however there were no signs of structural damage to the wall. The stucco wrap around the column at A-19 was damaged by the impact but there was no damage to the column. However, this column has a significant amount of corrosion at the base. AES recommends repairing the damaged column at AA-19 per the attached details. Remove a small portion of slab as required to remove and repair the damaged section of column. Weld a new sleeve around the column to replace the damaged area. See detail 1IS 1. As an alternative repair, the contractor may leave the temporary repair in place and install new anchor bolts epoxy anchored to the existing pile caps that are 16 inches below the sidewalk. See detail lA/S1. AES also recommends repairing the corroded column at A-19 similarly to detail 1/S1. Remove the slab around the column as required to clean the corroded area and install a sleeve around the area of the column. Finally, it is recommended that AES review the canopy structure above the damaged column after the stucco is removed. It is possible that structural damage occurred when the canopy sagged as the column was sheared off at the base. Please call if you have any questions or comments. Very truly yours, ATLANTIC ENGINEERING SERVICES OF JACKSONVILLE F RID CERTIFI ATE OF AUTHORIZATION #791 T' ' _' --` Jude T. Kostage, P.E. Senior Project Engineer JTK/lab Attachments Pittsburgh • Jacksonville • Washington DC CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Jj3 INSPECTION PHONE LINE 247 -5814 �i� Application Number . . . . . 12- 00000066 Property Address Date 4/12/12 985 ATLANTIC BLVD Tenant nbr, name 1021 LA FITNESS Application type description COMMERCIAL INTERIOR BUILD -OUT Property Zoning COM GENERAL DISTRICT Application valuation . . . 3382748 Application desc LA FITNESS INTERIOR REMODEL Owner Contractor EQUITY ONE ATLANTIC VILLAGE, IMPACT CONSTRUCTION 16 NE MIAMI GARDENS DR MANAGEMENT LLC ATTN: TREASURY DEPT 11513 EAST 116TH ST MIAMI BEACH FL 33179 FISHERS IN 46038 - -- Structure Information 000 000 INTERIOR REMODEL Construction Type TYPE 5 -A Occupancy Type BUSINESS Permit ELECTRICAL PERMIT Additional desc . 1200 AMPS 3 PHASE SERVICE Sub Contractor . THOMAS ELECTRIC COMPANY Permit Fee . . . 325.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 10/09/12 Special Notes and Comments SEPERATE PERMIT REQUIRED FOR SWIMMING POOL ISSUED TO LICENSED POOL CONTRACTOR *2007 FLORIDA BUILDING CODE W/2009 REVISIONS FLORIDA FIRE PREVENTION CODE NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS PERMIT IS AFIlikW lP6NagG WOQNN4ITIVAI PQ , QA,1T�I�PF.CTACFA.CTF.DINNg AND THE FLORIDA BUILDING CODES. A�PIC'BL� iI'QR4 r , ,,; CITY OF ATLANTIC BEACH A 0 ! 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 J13 INSPECTION PHONE LINE 247 -5814 Application Number Pa 2 12- 00000066 Date 4/12/12 Special Notes and Comments *Florida State Health Department shall inspect and sign off on the new indoor pool before a CO can be issued.* Provide chemical details (MSDS Sheet) and amount of chemical. Where are racquetball courts (A.3.2)? Provide voice e -vac fire alarm system. Fire alarm shall take precedence over any stereo or sound system. Other Fees STATE ELEC DCA SURCHARGE 4.88 STATE ELEC DBPR SURCHARGE 4.88 Fee summary Charged Paid Credited Due Permit Fee Total 325.00 325.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 9.76 9.76 .00 .00 Grand Total 334.76 334.76 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: S /4, ./.r / a PERMIT # • JEA INFORMATION REQUIRED ON ALL PERMITS .g AMPS .9 ,142 VOLTS ....� PHASE VALUE OF WORK $ NEW SERVICE Li Overh nder round ❑Residential (Main) Service g Underground up Pole 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps ❑ Commercial (Main) Service P # of Meters 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps Conductor Type Size p Service ff�Or2J amps ❑Multi - Family (Main) Service n0-100 amps n 101- 150amps f1 l 51- 200amps 1 amps # of Unit Meters ❑ Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESS • • Y STR C . ' S, ETC.) ❑ 100 amps ❑ 150amps •0. 8 e1 =• „ -.) t ,, , ps OCT Service �. - amps ADDITIONS, REMODELS, r EPAIRS, B LD -OUTS, ACCESS Q RY STRUCTURES, ETC. Outlets /Switches: ' 1, 0 -3 1 amps 31 -100am Appliances: 1 0 lam 101- ZOOamps A/C Circuits: p A3 1- 100annps 101- 200amps _.A.,t- 61!11 .s , 1- Oa , ps Heat Circuits: # circuits @A ► , Number of Lighting Outlets, Including Fixtures. , / ^ OTHER 3'. C • c, , ' ROJ C ' g ' • o. ❑ i ■, ❑ S ok: ete • ors • r raps o ers I i I Moo ;. FIRE A LARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) IF Qty volts/amps VALUE OF WORK $ REPAIRS/MISCELLANEOUS ❑ Replace Burnt/Damaged Meter Can ❑ Safety Inspection ❑Panel Change ❑ OH to UG Li Other: Permit becomes void if work does not continence within a six mouth period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name L 41'7. I i z - 3 q Phone Number Electrical Company 7 o, m A- S F /cG c '.ro..- :/i7A.Ay Office Phone loci- ,x/6 `coo_ Fax_9_oy -3y Co. Address: Po, 1.5os„._ /Gy r� City d,r State ■ Zip 32 -4'1 License Holder (Print): 1744 A- .15e -t,fr/ .° ,_ 1 r• State Certification/Registration # F Da / ,r1 Notarized Signa,•. - _ 0 2 - ;v � , __ SHIRLEY L. G • • , _ .. - _ ` _ _ _ _ � _ / =.,r , i � MY COMMISSIZI ” D60 / i. r ` EXPIRES: Fel lipm p - 9 577 ld iubscribed • eft me thi _ y � L • ��rifi i 1, or ';�` Bonded Thru Notary Public Underwriters 20/2-- - _ Notary Pub ' _ -.aid. � , r IIII BP250001 CITY OF ATLANTIC BEACH 1/26/12 Application Tracking Step Selection by Revision 08:06:50 Application number . . . : 11 00001115 Address : 985 ATLANTIC BLVD RE number : 177602 -0040 - Application type : CIVIL AND SITE PLAN REVIEW NCR OLD ACCOUNT NUMBERS . : AB20169 Tenant name, number . . . Type options, press Enter. 2= Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - - -- Key Dates - -- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By _ BUILDING DEPT. A 00 Y 12/12/11 12/14/11 12/12/11 FR DW _ PLANNING & ZONING A 00 Y 12/14/11 12/15/11 12/14/11 AP EH _ PUBLIC WORKS A 00 Y 12/14/11 12/16/11 12/15/11 AP DW PUBLIC UTILITIES 1 00 Y 12/14/11 12/15/11 12/15/11 AP DW Bottom F3 =Exit F5 =Land inquiry F6 =Add F7= Revisions F8 =Misc info inquiry F9= Corrections report F1O =View 2 F11 =Sort by agency F24 =More keys or /e2.7(2 S� i1,3 City of Atlantic Beach APPLICATION NUMBER r fi .c2 ,:4 y Building Department (To be assigned by the Building Department.) 800 Seminole Road RECEIVE D // / / 1 . "` =r Atlantic Beach, Florida 32233 -5445 / \J Phone (904) 247 -5826 • Fax (904) 7- 584`>;AN 0 S 20 <p ;;j 9%- E -mail: building- dept @coab.us Date routed: " --- - City web -site: http: / /www.coab.us ; , , 1 Li C_3 APPLICATION REVIEW AND TRACKIN ,�_ FORM 2012 �' By Property Address: (/7a/th c 7NC. De •artment rev require. , No Buu• • : r� Applicant: S = •fanning & Zonin•' — rns rator Project: Vi &)'61-)) rk � �� --P/7W.ie // < Public Safety Fire Services Review fee $ e?-5.- Dept Signature fi--<_ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Cir - one.) 7 t 4 Q4J � ) Comments BUILDING 1 j SJ ? ( rt-V6 !v if:c AtteSS, ih i t ` PLANNING & ZONING t 5 flv , 1 v-tA/ C1445 C1445 - i iOC o4t 4 — Reviewed by: 14 ' �7�f Date: 1 /2-- TREE ADMIN. Review: ►: ' pproved aa•d. (Denied. Second PUBLIC WORKS Comments: n _ /2___ d-.tsx_ cam. PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: i4 Date: l s' FIRE SERVICES Third Review: (Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 ,, City of Atlantic Beach APPLICATION NUMBER �' Building Department (To be assigned by the Building Department.) 800 Seminole Road 1/ /' / / !� !,- Atlantic Beach, Florida 32233 -5445 t---- ! e-� \ � V ~ Phone (904) 247 -5826 - Fax (904) 247 -5845 -'` E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c 6 ---- /Y2 7 aI►7 c i te: htt Department review required Yes No . -- Building . ) Applicant: Planning & Zoning ViE5—).61-) Tree Administrator Project: Public Works Public Utilities / 1' 11)9 Public Safety Fire Services e $ Dept Signature cy Review or Permit Required Review or Receipt Date of Permit Verified By Environmental Protection Transportation Rive" Water Management District ps of Engineers ..n of Hotels and Restaurants fision of Alcoholic Beverages and Tobacco ,they: APPLICATION STATUS ReviE irtment First Review: c2lipproved. ❑Denied. - ) Comments: ( ?) Zvi Sr, v r�. ci I, V-{ ,� ,rces 4� (5 nv ,�►''4 1r{.✓ da 5 /*'�i 6(C a�ft- PLA" '_ONING Reviewed by: ✓k' 67-1 Date: l - - /Z 1IN. Second Review: ❑Approved as revised. ❑Denied. P -RKS Comments: Pi "TIES F Reviewed by: Date: F Third review: proved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05 @ 5200 Belfort Road Suite 220 Letter of Transmuttal Ja Florida 32256 Phone: 904.332.0999 Fax: 904.332.0997 www.cphengineers.com Date: January 3, 2012 To: Debbie White Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 q8 fn An-h ?lv d Re: Atlantic Village Shopping Center — Parking Lot Modifications Atlantic Blvd., Atlantic Beach, FL CPH Project No. E6104z WE ARE SENDING YOU THE ATTACHED ITEMS VIA: FEDEX Priority Standard _ 2 Day Hand Delivery X Courier USPS Other NO. OF COPIES DESCRIPTION 5 Signed and Sealed Construction Plans THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: For Your Use X For Review and Comment As Requested For Signature and Return Erika, The attached plans show the revisions to the previously submitted plans to show 3 additional handicapped parking spaces per your review and comment. Please do not hesitate to contact me at 904.332.0999 or at wadeo • c • hen • in - ers.com, if you have any questions or need any additional information. SIGNED: SIG a•�'` 'szewski, P.E. Sr. V.P. / Associate If enclosures are not as noted, kindly notify us at once. / ,.a , City of Atlantic Beach APPLICATION NUMBER , j , Building Department /, (To be assigned by the BuildingDepartment.) 800 Seminole Road //— / / /�{+' � Atlantic Beach, Florida 32233 5445 J Phone (904) 247 -5826 • Fax (904) 247 -5845 Date routed: _ / Z ' �� - E -mail: building- dept @coab.us City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: .: i W/V D ; - • is ent review required Yes No P/-1 _ - anin.& 9 Applicant: J Tree Administrator Project: J //),' D r ...if, Publ Utili ' Th9-7-)3 L /2 i d i_5 s Public Safety Fire Services Review fee $ 7 Dept Signature gAik Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. <. D enied. (Circle one.) Comments: p( h A t i \ I l z oNLG Gs 4 L D P BUI • ■ �nn,� � c S ,w G Z 70 PV V2.- PLANNING & ZONING l-? / p(058 Reviewed by: � _ -� / I Pa te: 11/IM TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 I, !..J-v r .. City of Atlantic Beach APPLICATION NUMBER i,, (To be assigned by the Building De artment.) 1 � Building Department ( g y - y.. 1` \ 800 Seminole Road 1/— �,/ r Atlantic Beach, Florida 32233 -5445 \ ,.....____/- Phone (904) 247 -5826 • Fax (904) 247-5845 . �� E -mail: buildin de t coab.us Date routed: _ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Qf /h7d 6 C' Wit/d D' ' - ' ent review required Yes No P/--i B - • A plicant: - - ar�ning & ••' g Applicant: Tre- I.. •••nistrator � _ Project: ublic Utili - . 7Jrt. 2. l r s Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: ll APPLICATION STATUS 7 � � 7 d � L 1 t Review: A roved. Denied. A I I win Department First ❑ pp I Reviewing p (Circle one.) Comments: , ice 5 7� / _ BUILDING j T.r-/ A o / i 5 Si s v Or d dr y uo7 •r 5M ' PLANNING &ZONING 04 I ? ,a-/A i Reviewed by: A 6 % re' t ' i " Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. EDenied. Comments: Reviewed by: Date: Revised 05/14/09 TREE & VEGETATION REMOVAL PERMIT APPLICATION INSTRUCTIONS c ,,,; City of Atlantic Beach Department of Community Development (1) Complete and sign this form. A 800 Seminole Road Atlantic Beach, FL 32233 (2) Attach the required supporting exhibits as listed on the application (P) 904 247 -5800 (F) 904 247 -5845 checklist. (3) Contact the Department of Community Development if you have E Single / Two - Family Residential $125.00 questions or need assistance completing the application or determining which exhibits are required for your particular project. E Multi - Family Residential $250.00 (4) Submit this form, along with all required exhibits and payment to r Commercial / Industrial $250.00 the City of Atlantic Beach, and in the appropriate amount accordin to the application fees listed to the right, to the reception desk ail. r Institutional / Other Non - residential $250.00 the Building Department. Application # TREE - SECTION I - SITE INFORMATION PHYSICAL ADDRESS 1021 Atlantic Boulevard, Atlantic Beach, FL 32233 if an address has not been assigned to this property, contact the AB Building Department at (904) 247 - 5826 to request an address. SUBDIVISION See attached BLOCK LOT RE # 177602 -0040 SECTION II - APPLICANT INFORMATION r OWNER 17 LEGAL AUTHORIZED AGENT* NAME OF APPLICANT CPH Engineers, Inc. - Wade P. Olszewski, P.E. ADDRESS OF APPLICANT 5200 Belfort Road, Suite 220, Jacksonville, FL 32256 PHONE (904) 332 -0999 CELL (904) 707 -6780 EMAIL wadeo @cphengineers.com SECTION III - TREE & VEGETATION REMOVAL REQUEST I REQUEST THAT THE TREES & VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL, AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE, CHAPTER 23, FOR THE FOLLOWING REASONS (check all that apply): ✓ Vegetation (trees) are difficult to maintain /owner dislikes. ✓ Trees are dead, diseased or so weakened by age, storm, fire, or other injury so as to pose a danger to persons, property, improvements or other trees. Vegetation (trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to public utility services. ✓ Vegetation (trees) pose a safety hazard to buildings or structures. ✓ Vegetation (trees) completely prevent access or cross access to a lot or parcel. Vegetation and /or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for ✓ the removal of vegetation and /or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and /or trees. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF • TER 23, PROTECTION OF TREES AND NATURAL VEGETATION, AND ALL OTHER APPLICABLE CODES AND • • INA • F T • E CITY OF ATLANTIC BEACH. ��,r Q2/7/// SIGNATU , •F •'P CA'. DATE OR INTERNAL OFFICE USE ONLY FRONTAGE FLU ZVAR ESA DEPTH ZONING UBEX H/H r R E A E ISA WAIV OAB CR Tree & Vegetation Removal Permit Application_versionoi. A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 26, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31 PAGES 16, 16A, 16B, 16C, AND 16D OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 0776'02" EAST ALONG THE WESTERLY RIGHT -OF -WAY LINE OF ROYAL PALMS DRIVE, AS ESTABLISHED AS A 60 FOOT RIGHT -OF -WAY BY OFFICIAL RECORDS VOLUME 1819 PAGE 52 OF SAID PUBLIC RECORDS, A DISTANCE OF 20.55 FEET; THENCE NORTH 85'37'27" WEST ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 OF SAID PUBLIC RECORDS, A DISTANCE OF 80.29 FEET, THENCE SOUTH 00'41'22" EAST ALONG THE WEST LINE OF SAID LANDS AS DESCR /BED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42 A DISTANCE OF 214.92 FEET, THENCE NORTH 89'18'38" EAST ALONG THE SOUTH LINE OF SAID LANDS AS DESCR /BED IN OFFICIAL RECORDS VOLUME 2010 PAGE 42, A DISTANCE OF 147.68 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT -OF -WAY LINE OF ROYAL PALMS DRIVE, SAID RIGHT -OF -WAY LINE BEING A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 515 FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 4474'11" EAST AND A CHORD DISTANCE OF 236.50 FEET TO THE POINT OF TANGENCY OF SAID CURVE;• THENCE SOUTH 5731'02" EAST CONTINUING ALONG SAID WESTERLY RIGHT -OF -WAY LINE A DISTANCE OF 87.05 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 113.55 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A CHORD BEARING OF SOUTH 52'13'15" EAST AND A CHORD DISTANCE OF 20.97 FEET, THENCE SOUTH 8978'38" WEST ALONG 77-IE NORTH LINE OF THE LANDS AS DESCR /BED IN OFFICIAL RECORDS VOLUME 3397, PAGE 69 A DISTANCE OF 126.77 FEET, THENCE SOUTH 00'4122" EAST ALONG THE WEST LINE OF SAID LANDS A DISTANCE OF 62.00 FEET; THENCE NORTH 89'18'38" EAST ALONG THE SOUTH LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3397 PAGE 69 A DISTANCE OF 160.00 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY RIGHT -OF -WAY LINE OF ROYAL PALMS DRIVE, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 113.55 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE. A CHORD BEARING OF SOUTH 05'45'43" EAST AND A CHORD DISTANCE OF 20.08 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 8978'38" WEST ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2219 PAGE 306 AND ALONG THE NORTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2843 PAGE 750 AND ALONG THE NORTH LINE OF THE LANDS AS DESCR /BED IN OFFICIAL RECORDS VOLUME 3231 PAGE 773 A DISTANCE OF 440.00 FEET, THENCE SOUTH 004122" EAST ALONG THE WEST LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 3231 PAGE 773 A DISTANCE OF 160.00 FEET; THENCE SOUTH 8978'38" WEST ALONG THE NORTH RIGHT -OF -WAY LINE OF ATLANTIC BOULEVARD (STATE ROAD A -1 -A) AS NOW ESTABLISHED AS A 100 FOOT RIGHT -OF -WAY, A DISTANCE OF 569.18 FEET, THENCE NORTH 0776'02" WEST A DISTANCE OF 160.00 FEET; THENCE SOUTH 8918'38" WEST PARALLEL WITH SAID NORTH RIGHT -OF -WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 201.42 FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED BY OFFICIAL RECORDS VOLUME 3278 PAGES 176 AND 177 OF SAID PUBLIC RECORDS; THENCE NORTH 1142'30" WEST ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 390.26 FEET; THENCE NORTH 82'43'58" EAST ALONG THE SOUTH LINE OF THE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 A DISTANCE OF 262.48 FEET; THENCE NORTH 13'54'50" EAST ALONG THE EASTERLY L /NE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 2411 PAGE 1171 AND ITS NORTHEASTERLY EXTENSION, A DISTANCE OF 192.81 FEET; THENCE SOUTH 85'37'27" EAST ALONG THE SOUTHERLY LINE OF AFOREMEN7ONED BLOCK 26, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, A DISTANCE OF 37.52 FEET; THENCE SOUTH 0776'02" EAST ALONG THE WEST LINE OF THE LANDS AS DESCR /BED IN OFFICIAL RECORDS VOLUME 1471 PAGE 472, A DISTANCE OF 35.00 FEET; THENCE SOUTH 85'37'27" EAST ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 60.00 FEET; THENCE NORTH 0716'02" WEST ALONG THE EAST LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 1471 PAGE 472, A DISTANCE OF 35.00 FEET, THENCE SOUTH 853727" EAST ALONG THE AFOREMENTIONED SOUTHERLY LINE OF BLOCK 26, A DISTANCE OF 541.85 FEET TO THE POINT OF BEGINNING. CONTAINING 14.04 ACRES MORE OR LESS. EXHIBIT A. LETTER OF AUTHORIZATION Application # TREE - Wade Olszewski, P.E. of CPH Engineers, Inc. is hereby authorized to act on behalf of Equity One Atlantic / age, Inc. the owner(s) of those lands described within the attached alp. • at • n, a • as described in the attached deed or other such proof of ownership as may be required by i e C' of, antic Beach in applying for a development permit. BY: i / Signature o Own-r 11.60 NU/01e-- Printed Name ksSb VIE M ory i &ca✓d CYts Dv. Mailing Address N • tit c3cG{. CZ) lo - lA *)59‘, 4)2.Th Y..-2� 'ems e• v\ hon CeTI Email Signature of Owner Printed Name Mailing Address Phone Cell Email �_ State of Florida Signed and sworn before me on this day of 0 e C' ZD% , by County of Duval 16cv c ' e-- Identification verified: pU 5m,tc.i 1 V- hOiN►�1 1 Oath sworn: s 7, „Ye,s,, No ,5 ' � Notary Si y' � � '� ry gnature ca. = �h�� c �` c My Commission expires: A ,�1. ,fr 111.1 rA '�+ EXHIBITA_Letter ofAuthorization_versionoi.ol.o9 f s' City of Atlantic Beach 7 \ 80 Seminole APPLICATION NUMBER Bldin De Road p artment (To be assigned by the Building De artment.) o r Atlantic Beach, Florida 32233- 5445 C IE D // /// � Phone (904) 247 -5826 • Fax (904 247 -5 2 0 " op , !.):;:,./ E -mail: building- dept @coab.us U 9 Date routed: _ / . I • // City web -site: http: / /www.coab.us n , i`. APPLICATION REVIEW AN 1 ACKING FORM Property Address: g gf.c /i 7-7 71-7 6 W/Vol D , - - •sent review required Yes No P/.1 B' =' Applicant: ar ninq & _ • •' g / Tre- e•l'nistrator Project: L2 7.2 -ii�f 7 i'y / 7' 4 Y Public utui _. 7PJrri$ L/ 1/7itii.. Public Safety Fire Services de Review fee $ -10" Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: /Z - /24( TREE A DMIN. Second Review: ❑Approved as revised. ❑Denied. P•: WOR S Comments: PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 PLANNING & ZONING DEPARTMENT ` PLAN REVIEW CHECKLIST sA r APPLICANT CPH ENGINEERS _:.t f PROJECT LOCATION 985 ATLANTIC BOULEVARD (ATLANTIC VILLAGE SHOPPING CENTER) Js31�' City of Atlantic Beach CONTRACTOR /OWNERCPH ENGINEERS 1 EQUITY ONE 800 Seminole Road Atlantic Beach, FL 32233 E NEW SINGLE- FAMILY r SIGN PERMIT (P) 904.247.5826 E NEW TWO- OR MULTI - FAMILY r FENCE OR POOL PERMIT (F) 904.247.5845 www.coab.us E REMODEL OR ADDITION r LANDSCAPE PLAN r NEW COMMERCIAL r OTHER PRELIMINARY PARKING REV CVPR 11 00001115 Application Number NOTES: EXISTING PARKING FOR ATLANTIC VILLAGE SHOPPING CENTER HAS 544 SPACES, MAJORITY ARE ANGLED; INTENT IS TO RE -ALIGN LOT WITH 90° SPACES, IMPROVE TRAFFIC FLOW, UPGRADE LANDSCAPING. PROPOSED INCREASE IN OVERALL NUMBER OF SPACES TO 587, BUT WITH REDUCTION OF ADA SPACES FROM 11 TO 9 (DEFER TO BUILDING OFFICIAL RE: ADA REQUIREMENTS); PROPOSED TREE REMOVALS / RELOCATIONS / NEW LANDSCAPING IS SUFFICIENT. COMPLIES WITH: COMPREHENSIVE PLAN DESIGNATION? r YES r NO CM ZONING DISTRICT DESIGNATION? r YES r NO CG REQUIRED SETBACKS? r YES r NO N/A MAXIMUM HEIGHT? YES r NO N/A MAXIMUM IMPERVIOUS AREA? r YES r NO NO CHANGES REQUIRED PARKING? r YES r NO 413 CALC REQ # SPACES SIGN PERMIT CHECKLIST ▪ FREESTANDING HEIGHT OF SIGN DIMENSIONS SQUARE FOOTAGE ILLUMINATION DISTANCE FROM PROPERTY LINE(S) FASCIA (WALL) NUMBER OF SIGNS ILLUMINATION METHOD OF MOUNTING ▪ OTHER LANDSCAPE PLAN REQUIRED r YES" [ NO REVIEWED BY: ERIKA HALL, PRINCIPAL PLANNER L ` DATE REVIEWED 12/12/2011 COMMENTS PROVIDED TO APPLICANT: E YES r' NO DATE PROVIDED APPLICATION APPROVED 17 YES r NO DATE APPROVED /12/2011 Version 2.28.2007 ( ‚ . ‚ City of Atlantic Beach *` APPLICATION NUMBER , .. -, S, Building Department s (To be assigned by the Building De artment.) f 800 Seminole Road //_ ///5 . Atlantic Beach, Florida 32233 -544 - Phone (904) 247 -5826 • Fax (90•) 247 -56 >2 /1 7Ur119%- E -mail: building- dept @coab.us Date routed: _ / City web -site: http: / /www.coab.us APPLICATION REVIEW A ''P al ACKING FORM Property Address: 9i i'✓ i-i L' — e/V d D = - - •. ent review required Yes No P/--i B Applicant: ' a nin• & _ • •' g i Tre . Administrator Project: - L i7 / 7 - )/J72 f�7'4 / 11 D y 7PJp Li? F/7;-1/i-6 Public Safety Fire Services Review fee $ a Dept Signature /�- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: BUILDING 1 PLANNING & ZONING 4 i L. lS I/ Reviewed by: Date: / / TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 li o Th DEC 08 2011 ij By ...3// 5200 Belfort Road Suite 220 Letter of Transmittal Ja Florida 32256 Phone: 904.332.0999 Fax: 904.332.0997 www.cphengineers.com Date: December 7, 2011 To: Erika Hall Principal Planner City of Atlantic Beach qg 800 Seminole Road Atlantic Beach, FL 32 Re: • Ian' .ge Shopping Center — Parking Lot Modifications 10 0 i tlantic Blvd., Atlantic Beach, FL CPH "'roject No. E6104 WE ARE SENDING YOU THE ATTACHED ITEMS VIA: FEDEX Priority Standard _ 2 " Day Hand Delivery X Courier USPS Other NO. OF COPIES DESCRIPTION 1 Tree & Vegetation Removal Permit Application 4 Signed and Sealed Construction Plans THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: For Your Use X For Review and Comment As Requested For Signature and Return Erika, The attached plans show the proposed modifications to add landscape islands and more efficient parking to the existing shopping center for the new L.A. Fitness. The entire parking lot will be milled and overlaid with only slight adjustments proposed to existing grades in some areas to fix some ponding. Most of the existing trees will be reused onsite. The sycamores along Atlantic are being removed due to the conflict with existing powerlines. We have included a Tree Inventory plan in lieu of the application exhibits. Please do not hesitate to contact me at 904.332.0999 or at wadeor►c • hen • ineers.com, if you have any questions or need any additional information. / SIGNED: i � 1 _ W ' . • szewski, P.E. Sr. . - / Associate If enclosures are not as noted, kindly notify us at once. DATE: 12/12/11 PLAN REVIEW CORRECTIONS REPORT PAGE 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 APPLICATION NBR . . : 11- 00001115 ADDRESS 985 ATLANTIC BLVD APPLICATION DATE . : 12/09/11 APPLICATION TYPE . . : CIVIL AND SITE PLAN REVIEW OWNER IN, PUBLIX SUPERMARKET STORE NO. 0254 P.O. BOX 407 *ERROR* 338 • CONTRACTOR AGENCY NAME: BUILDING DEPT. DATE ACTION ACTION BY 12/12/11 DISAPPROVED DEBBIE WHITE TOTAL # OF PARKING PROVIDED IS 578 578 X 2% HANDICAPPED = 12 HANDICAPPED SPACES REQUIRED ONLY 9 PROVIDED.. s1 >>;. City of Atlantic Beach Building Department APPLICATION NUMBER 1 (To be assigned by the Building Department.) . 800 Seminole Road = ? Atlantic Beach, Florida 32233 -5445 �. Phone (904) 247 -5826. Fax (904) 247 -5845 b; E -mail: building- dept @coab.us Date routed: 9 cf3` L -1 U I _ City web -site: http: / /www.coab.us AN Od APPLICATION REVIEW AND TRACK! 0 FORM Property Address: 97fs De ■ - rtment review required Yes No . .i .ng Applicant: t Pla, I . 1. & Zon Wirill 111AW inistrator == Project: 0 & )-61—{ ) P ubr i . P/4)—eir). Public Safety Fire Services _- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Cir - • ne.) , Comments: / �� 7� 4 o A ) � � / ,/ _ - _ ( BUILDING ' Lai SLd 7 v1 f , c. (.' J f v �� J /4d i4- rcess;)7 �`1 PLANNING & ZO► t s vv ire✓ -es � t) a'( -lam- e - ` Reviewed by: ✓k ' ( Date: l - 'Q - / TREE ADMIN. Second Review: Approved as revised. ❑ Denie / .. - *Approved WORKS Comments: Z "loth elA, l�c� ; ,, PUBLIC UTILITIES 4d G PUBLIC SAFETY eviewed y: ate: O FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 PLANNING & ZONING DEPARTMENT 0 y11y J,` PLAN REVIEW CHECKLIST APPLICANT CPH ENGINEERS J r PROJECT LOCATION 985 ATLANTIC BOULEVARD (ATLANTIC VILLAGE SHOPPING CENTER) 053.11) ` CONTRACTOR /OWNER CPH ENGINEERS I EQUITY ONE City of Atlantic Beach 800 Seminole Road E NEW SINGLE-FAMILY Atlantic Beach, FL 32233 r SIGN PERMIT (P) 904.247.5826 E NEW TWO OR MULTI - FAMILY r FENCE OR POOL PERMIT (F) 904.247.5845 www.coab.us E REMODEL OR ADDITION r LANDSCAPE PLAN E NEW COMMERCIAL Jx OTHER PRELIMINARY PARKING REV CVPR 11 00001115 Application Number NOTES: EXISTING PARKING FOR ATLANTIC VILLAGE SHOPPING CENTER HAS 544 SPACES, MAJORITY ARE ANGLED; INTENT IS TO RE -ALIGN LOT WITH 90° SPACES, IMPROVE TRAFFIC FLOW, UPGRADE LANDSCAPING. REVISED PROPOSAL INCR IN OVERALL NUMBER OF SPACES TO 586, W/ INCR IN ADA SPACES FROM 11 TO 12; PROP'D TREE REMOVALS / RELOCATIONS / NEW NEW LANDSCAPING IS SUFFICIENT. [REF: DRTV - 11- 00100067] COMPLIES WITH: COMPREHENSIVE PLAN DESIGNATION? r YES r NO CM ZONING DISTRICT DESIGNATION? r YES r NO CG REQUIRED SETBACKS? r YES r NO N/A MAXIMUM HEIGHT? J YES r NO N/A MAXIMUM IMPERVIOUS AREA? r YES r NO NO CHANGES REQUIRED PARKING? r YES r NO 413 CALC REQ # SPACES SIGN PERMIT CHECKLIST FREESTANDING HEIGHT OF SIGN DIMENSIONS SQUARE FOOTAGE ILLUMINATION DISTANCE FROM PROPERTY LINE(S) FASCIA (WALL) NUMBER OF SIGNS ILLUMINATION METHOD OF MOUNTING J OTHER NOT APPLICABLE FOR THIS APPLICATION LANDSCAPE PLAN REQUIRED r YES r NO REVIEWED BY: ERIKA HALL, PRINCIPAL PLANNER DATE REVIEWED 01/04/2012 COMMENTS PROVIDED TO APPLICANT: E YES Jx NO DATE PROVIDED APPLICATION APPROVED v YES r NO DATE APPROVED /04/2012 PREPARED 3/16/12, 14:08:47 PAYMENTS DUE RECEIPT PROGRAM BP820L CITY OF ATLANTIC BEACH APPLICATION NUMBER: 12- 00000066 985 ATLANTIC BLVD FEE DESCRIPTION AMOUNT STATE DCA SURCHARGE 111.69 PLAN CHECK FEES 3723.00 COMMERICAL ALTERATION /OTHER 7446.00 STATE DBPR SURCHARGE 111.69 TOTAL DUE 11392.38 Please present this receipt to the cashier with full payment. PREPARED 3/16/12, 14:08:50 PAYMENTS DUE RECEIPT PROGRAM BP820L CITY OF ATLANTIC BEACH APPLICATION NUMBER: 11- 00100067 985 ATLANTIC BLVD FEE DESCRIPTION AMOUNT DUE TREE REMVL COMM /IND 250.00 TOTAL DUE 250.00 Please present this receipt to the cashier with full payment. PREPARED 3/16/12, 14:08:52 PAYMENTS DUE RECEIPT PROGRAM BP820L CITY OF ATLANTIC BEACH APPLICATION NUMBER: 11- 00001115 985 ATLANTIC BLVD FEE DESCRIPTION AMOUNT DUE ENG REV PRE APP CONSTR PN 150.00 TOTAL DUE 150.00 Please present this receipt to the cashier with full payment. $0~ ~~MIN~~.~ ~C)A~ A`~~AN~'I~ ~~;A~t-t, ~~O~~A 3~~~3 ~~~~~~In~ ~~~~~ ~~1~ X47-~~~~ Application Number Property Address Tenant nbr, name Application description Property Zoning . Application valuation . Owner ------------------------ IN, PUBLIX SUPERMARKET STORE NO. 0254 P.O. BOX 407 . 05-00030198 Date 4/27/05 . 985 ATLANTIC BLVD . INSTALL 1 FIXTURE . PLUMBING ONLY . TO BE UPDATED . 0 Contractor ------------------------ TOUCHTON PLUMBING 416 RYAN AVENUE JACKSONVILLE FL 32254 338 (904) 389-9299 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc INSTALL BACKFLOW PREVENTER Permit Fee 42.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 10/27/05 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.00 42.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.00 42.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A ',. BUILDING OFFICIAL Ruh 22 03 08:13a Information Systems 247-5$45 .,•~-~,~lf,, CITY OF ATLANTIC BEACH ~; , ~: '~ APPLICATION FOR PLUMBING PERMIT s 800•Seminole Road '~ ~ ~ - Atlantic Beach, Florida 3?233 "`-vx ~a (904} 247-5800 Y p. 1 Job Location: ~~ ~ Lj~ sc~Pl/?21~~-~~L~ R g~ A~~~ ~~~~. Owner of Property: LOTU ~ all~(~, ~~(~~ Telephone: ~ ~ 2~ 2 ZZ~ Plumbing C orltractor: ~ ~~ ~ ~~ ~ g ~n ~" Contractor Address: ~~ ~Q ~~~N ~u~ ' -U ~~G-~ ~(~ ~ 2 ~c~~-' State License Number: ~G®~~ ~~ ~ Telephone: ~B~ ` ~ 2 How many of the following fixtures: [~ New or ^ Re-Piped SINKS LAVATORY BATH TUBS URINALS CLOSETS FLOOR DRAINS SEWEE~ SHOWERS WATER HEATERS DISHt~VASEIERS DISPOSALS WASHING MACHINE SHOWER PAr S WATER / RE-PIPE (~LIrnST FIXTURES BEING REPIPED) V OTHER D~•~rC.ltrC.OUI ~.,N~1~.."~ "~nC'~~C GURI ~~L Minimum Permit Fee: $35.00 ,~-r, Total Fixtures: ~ X $7.00 + S35.o0 = ~~~ ~` Signature of Owner: Signature of Contractor: ~/~~_ ~ Installation of plurxilaing and ti~Ytures must be inaccordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (90~ j 247-5826 PSR~3844 1064.8 DEPARTMENT ®F BUILDING CITY OF ATLANTIC BEACH ...,__ p$RMTT IN>~ORMATION __-__ P~*rmit Number: ID648 Permit Type: ELECTRICAL" ~'~.~~~~ of Wor3~: ALTERATION Cnnstr. Type: WOOD FRAME Proposed Use: COMMERGTALjaTHER D~rel I ings : 1 Cade : Q Estimated Value: $r).DO Improv. Gast: ~D>d4 Tata1 Fees; a25.D0 Amotirf` P~~~' S? 5 nrt ~3:~te Paid: 8~~8/95 Wcxrk D~~ c , . RERL~,G>" L IOHTS 4N EXTER I _ .. _ 4WN8R I N~'~}RMAT I ON - _ _ - _ ,. _ Name : ATLAN~' I C u I LLAGE r, Address. 9a5 ATLANTIC savL~vAR A~`~,A3~TI`~ BE`~.rH ~ S'L6RTDA 322' _' '`-- ~`ONTFtAGTOR ~ INFORMA~'I,€~I~ ---- Al-awe: ALL S~R~IICE°`ELEC'TR~C' ~C{} Adclresa: P.C?. BC?~ 166Q4 JACKS~JI~fVTLLE, FL .32245-6694 I.x~~nse: Type: Q .s '-'----- LOCATION INFORMATION ------ . Address: 985 ATLANTIS' BOULEVARD ATLANTIC' BEACH, FLORIDA 32233 -_________ LEt~AL DESCRIPTIQN ------___. Lot: Biock: Sectian: Tawns$ip: RNO; D Sul~divi5ian: ATLANTIC BEAS'H ~R WALLS W i TH Ntr'W FALL PACK L I CHTS -- - - APPLICATION FEES ----_ PERI~.,i~` ~ ~25.OD ~ ~' 'SEt~~E2~ ~ Td~#PACT FEE ~at~~: Df~~ WATER METER/TAP $paQp RADON GAS-H.R.S. $p,QQ .- RADON CAB 5$ :_ Sp .43Q ' CA!'I'~'~L TNl1~~tOVE. $O.DO S)xWER TAP SD . OD CROSS CGtdNECTION $t? , t~t~ SEC H IMPACT FEE $D'00 '='ONS"f' t~U1RC14AYt'C3E _ . ~,?:. ;> NOTES NOTICE -ALL CONCRETE FORMS ANa FOOTINGS MUST BE INSPECTED- BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED. UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH. THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPRQVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVQCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 8JIli/9~ ~t ~ ~i~ ~i2'tr~fll,1 !mil ,. d wa n.cea~ Refrigeration eh^'Air Inc. #Z in Qua£ity and- ~ce££ence June 26, 1998 City of Atlantic Beach 840 Seminole Rd. Atlantic Beach, FL 32233 RE: Publix #254 985 Atlantic Blvd. Atlantic Beach, FL 322.07 To Whom It May concern: Please accept this letter as my authorization for Jeff Haley to sign for and pick up the permit for the above referenced project. ~!'' Thank you for your cooperation in this matter. Sincerely, ADVANCED REFRIGERATION & AIR., INC, ~c~ .~t~~ ~~~Y l . ~ ~ Matt Thurman President Sworn to and subscribed before me this 27th day of May 1998, by Matt Thurman, who is personally. known to me. ~~ Notary Public, State of Florida Daveen Aubin ~,~**r vy4~~ pgVEEN AU91N My Commission Expires: "`"`'°'"t~'~ ~; ~-r so ~~ wu '~ ~ f.~` .,e6a 2555-C Forsyth Road • Orlando, Florida 32807 • (407) 679-0644 • Fax (407) 679-1987 • CMC039597 • CITY OF ~4TL,~NTIC BLALH, FLCJRIDA APPtvv.d I,y •~6'PLICt~ATiOi'r! l:O~ ~Q.I;CT~2I~~A6, PL-irt1~IT ...I TO THE CHIEF ELECTRICAL INSPECTOR: ~ DATE: ~~ 7 ~9 %J'~ IMPO$TANT NOTICE; , ' IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIIIED IN THE FOLLOWING, Y!E HEREDY AGREE 70 PERFORM SAID WORK IN ACCORDANCE WIThI THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART NERL-OF, AND (N'ACCORDANCE WITH THE ELECTt21CAL REGULATIONS, CODES AND CITY OF ATLANTIC [3EACF! ORDfNANCES. .. _ ELECTRICAL FIRM; MAS ER ELECTRICIAN SIGNATURE NAMC A'~ uhf ~ ADDRESS:_r'I~ ~7~ . ~"~'~CClntit. j~I 4`U RFD DOX DLDG. SIZE ! DETWEEN: RES. ( ) APT. ( ) COMM. (v) PUDLIC ( } INDUS, {~ ) NEW- ( ! OLD i ~ REW. ( ) ADD1710N ( ) TRAILER ( ) TEMP. ( ) SIGNS ( } SCI. 1=T. SCRVICE: NEW ( ) INCREASE ( ) REPAIR (/~ FEE CONOtICTOR S17E AMPS COPPER ( 1 AI I1M- ( 1 SWITCH OR DREAKER AMPS P}-I W VOLT f1ACEWAY EXIST. SERV. SIZE "' AMPS ` Phi ~ W Z~~ VOLT ~~ RACL-WAY FECOERS NO. slzE No. slzc No, slzc LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.JO NM!'D. :11.100 AMI'0. SWITCH C3 iNCANDESCEN7 ~~~ FLUORESCENT & M. V. l=lx~~ 0.100 NMPII. OVCIi , ArpunNC~s CsL'-LL TRANSF, AIR H.P. RATING CONDITIONING COMP. MOTOR H,P, RA71NG OTHER MOTORS AMPS ' CCiL HEAT: 1<WHEAT MOTORS 0.1 M.P, ~ VOLTAGE PHS NO, OVER 111•P• VOLTAGf_ pHS MISCELLANEOUS ~~~)[{C:~ e,~C15°t'~~y (,l'giln~5 ~~~ 4-'>E?'~t'TiG ~ e•-~=it~S _ I,,l 1 ~t'(n ~tle~ ii,.9 ~ t t patlG,. Lc~c, h YS 1 TRANSFORMERS: UNDER G00 V, ~•• OVER G00 V. __ .. ,~ / ~~•c.,~ 1.0~. •` ~ J'i:, ~•ll I'S ~ fii:(~lil i;LD Tt ''1,aJ1 Uc u,,~ •.:ful for :any person to install, alter or relocate any ~iL~n, ;nr~r~luue, cr.nvpy, ;:~,•ning yr ~,lher advertising structure permitted under section 20-2 without first ol.~t:~inin~ a ~>ermit from the City A,r~nager and making p,;yment to the City Clerk of the required fee. All illuminated signs shall, in addition, be subject to the provisions of the city Electrical lode c~nd any permit fees required thereunder. (Ord. too. 60-66-1, 4.) iTP_E_UF SIGN 3~'LAT `!_ HORI7.ONTAL PROJECTING ___,~ _,^ ~"ERT'ICAL PROJECTING FOOF POLE ';`l.RQUEE_OR- A_TNING^---- dO ~'.~LL'ATION $ ~ S _ _~ IS THE APPLICA.~vT THE OZ,?~E'R OR THE l.~ ~SSEE ? NA1~1E, AUllRESS & TELEPHONE ivL?,BER OF AI'PLIC.ANT PLEASE PRINT: ,_~i9_r~r y` ~o sf~y,J_S,____, _-___ itiA7.1E, ADDPESS & TELEPHO?~'E P~U?-DER OF .OWNER /aPPRC`,f p' _ r / l'AN i , c ~`~~~'d_.~" EACH IF THE LATTER, SHOk' AUTHORITY FROM THE C;"':ER. ATTACH THE FOLL01ti'ING TO THIS APPLICATION: a) The location of the building, structure or lot to which or upon ~~'hich the sign or other advertising structure is to be attached or erected. b) A Plot plan showing the position of the sign or other advertising structure in relation to nearby buildings or structures. c) A blueprint or ink drawing of the plans and specifications and nethod of construction and attachment to the building or in the ground. d) The nave of the person/contractor erecting the structure. e) Any electrical permit required and issued for such sign. f) Registered engineer's drawings must be subrsitted with applications for roof signs over fifty (50) square feet in area, and for any sign the top of which is more than seven- teen (17) feet above the ground or weighting r.;ore than one thousand pounds (1000), or am solid sign of area ~~ore than thirty square feet, showing that such sign will be erected to withstand a wind pressure of at least thirty-five (35) pounds per square foot and that the weight of such sign will be ~::~ply supported by the roof of the building or the ground support on which it is to be erected. g) Such other infor:ation ss the City '•.anager shall reeuire to show full co_T~pliance with Chapter 20 and all othE laws and ordinances of the city. SIG.."~A'IcRE OF 9PPLIC.AIVT _~~~~Q~-„~ DATE ~~1~,~.~ ~~ ~ ~? 7 i s ,~.~~\ G~ i ~~ ~~ ~ ~ ~~ ~ ~~ ~.: DEPARTMENT OF BUILDING 5 4 5 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD ~ r THIS PERMIT MUST BE POSTED ON JOB ~ ,~` r~ ~~; ~ ~ ~~~. ~~2~ 19 ~~ ~!~ D ate r ~ ~ 3 ~ ~b ~ ~ ~ t,~ ~1 Valuation $ 3 , 502 , y94.75 Fee $ 26-;-f3$-~ ~ F,(r, I„ / L~ ~'~ ';~ ~ This permit not valid until above fee has been paid to City Treasurer, and is ~ -' ?~1 ° ~ ~ t subject to revocation for violation of applicable provisions of law. t;}" ~a?.;+• ! *~sr`t r 1 This is to certify that DYER CONSTRUCTION CO. i~sil ~~ _, ~,t., ~, PO BOX lOlk36 Tallahassee FL t'302 ~ " &l~::t/:1 ~iF.. has permission to build SHOPPING CENTER AS PER PLANS SUB2°TITTED Classification CONI a FACIAL Zone CG Owned by CAi~DLER DEVELOP2~3ENT C:O. Lot Block S/D House No. ATLAt3TIC VILLAGE STOPPING CI,t3TER ~~ ~ ~, i r .~ , ~t ;'~~% ` ~ According to approved plans which are part of this permit ~~,~,.~,~'-" ~ ~- NOTICE-ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ~~ ~-i O Building material, rubbish and debris ~ from this work must not be placed in public space, and must be cleared u hauled away by either con- tr i~'r owner. t ,, ,,: • 1 Lr ,~ Building Official: FOR OFFICE USE ONLY PERMIT NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER fir.. ~ R~ < r. ~_.1 o i~ ~r z>~ i ~ i 1~~~ f r•~at ~ ~ t~~ ,. , i f•1 ~~ ,. t-lfi,tt l: F~,t`dtV^~ v f 1....t.,yr~: f 1iF'~ ?.,: r~.[~ z: "~Y1,'1'','i~.)L I ~;' l;i^il_ faJi. r.1-L l t!I•!'' }= t a F:r r'l.JE-.! .L ~ ~,i Fl_f l.. f`,l'l r r C '/ I t S ~>~f,f ` .f i+,4'h' 11`1(:1 C'I': i`! 1'L.:Ft ,..1_F...P,f`.f-f_:1:t: 1:.,,f r!>~r-~~...1y f=1 ...171: ~::> ~: r:. r~.l 1:7 fa-I" F1... t:ri~;CUF'P~NC'Y i"L.. 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G? !1 i n I~~ as l ,~. n ~:- i r~ ~ ~ h ~-: Y.:d '~ t ~. m . M .~ ~::: i rn ~.~ rn l,i ..i t. ~~~ r .~ <r 1 ,-, ,:_ i ~_ ~J i r. a n y < <"Fy1'JThifCl ~:fJ ~.,Y'";(f"t~ t•IYi)f'>~l1l..TC A1~.1F~,1..Y''~il~i P7. c7 r, `_°~ ~.Jz.-P. TL TL_r ~ F'! f~,i... t u ;~ ~~~~~i r~,ri~r 1 ~ ; ~~ 7 i ..I r~<~;i~ WATER ~lli'F'L~.Y C:LlRl1F': h~+ i ~a 5 .,_ °~ 0 -~- !}~j •~- ~ ~ P t4~-~ ~- R ~ F ~ ~, 7 i y _ ~ 1~) 'r ~"~ C1 . J ~ F~ .'~~ 1. C71 ~ 7 ..•.:~ ~ 1~ TTI ra "~ 1 + \ l! i ~ ~ X " '~:`;. ~8 r."?, 7h"7::'~ ~rmi ±,1 S:~'QI ~prr~ E ; :3Ql-+- r P a T :~5+ 1. `5•~• 1 i?1 •+ ~~ .~_ Cry+-t• __ -~ -- --... -f --._ __.._. ~.~.rn~1! ':7FTstn 4 irfll °itnQl E,t~t''t ~;,c~tn ~:?G'sr/_1 ~rnr,~ 1. Q1~V! DEPARTMENT OF BUILDING 5 4 CITY OF ATLANTIC BEACH, FLORIDA ~ PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 9 g3 41 faril~1 T 8/3 D ate 1 ~ t ~. UUCitT 77f~~ 1 A ~ltl~lf3 Valuation $ Pi. 7MRTN . Fee $ !s 1 b .CIO `1 r, ~+ ~n 741rd t,J •iiUCf^aC This permit not valid until above fee has been paid to City Treasurer, and is ~ 7 ~ 4 P A ~ ~ ~}«'~~ subject to revocation for violation of applicable provisions of law. ~ ~~ This is to certify that TRT-STATE MECHANICAL CANTRACTORS 650 BLOt3NTSTOWN HIGHWAY, TALLAHASSEE, 323114 has permission to TTtS~T- AjiTMRj~jr AS PF:12 Fi.ANS Classification COMMERCIAL Zone CC Owned by (:ANiti.F.R ~F.V _ CO . Lot Block S/D House No. 985 ATLANTIC BLVD. - PUBLTi~ According to approved plans which are part of this permit NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -~ AFTER DATE OF ISSUE ~ --~ ~----~ o Building material, rubbish and debris ~ from this work must not be placed in public space, and must be cleared up and hauled away by either con- = tractor or owner. Building Official. FOR OFFICE USE ONLY PERMIT NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER e~lt /~ r •~ IC~~~.r)c;i ~TG!dNT_/C _Y~L.~EIG'~ _-_~L~~IIX___ ------ -- - r'L l t '? I I:a r I "'~i ~K• "- ~~1.L.+ -,~'«-S=~G.~f-+~r~~1~~_1~~`~L~_~~ ~~©~~~-~-- - - _ ~y~ / ^~i . Y/G-{:~: ter ~ 1~~..~'r.TI G':.~L L I Cc;:S~ y~D. --- - - --- _ -- - -- - --_ _ STf•.~Tt C~>~i 1 r- I C,7 E ?~0._C.~~C©L-~~~~"'___ ___---- --------__ ,- --_--- - - -- - - . ~~ -~ -,~ Cyr ~~~ - / ~, ~ t~J 4_~)f.'s ~..~ ~"l 1 ~ ! 11 J~ -u J' 1~"'~~-~ .1 9 _ ;_~_ c1;, ~ s ,~' . ~R i 5 --fit--~ ~-. - ~-;_.~; cr7 r~ '; _ -----~1 J~V/!~!_J ,,,~..,.~ ,1.~..,.'= --,~ CST.-.=R ~\~° 0~ /~-!:_'t.~~ f ? -Till. :~ C•,'.~:ZT ,.5 1 .=~ ~~ 1 I t`'„'1 L: ;~l_L`.•:~I t:u ~.`:D r I ~` 1-t: ~1=J i ::1~ 1 °` ~ ii nw `~1.:1:::~ ti~'I 1 ~ i r-i= 1-1:151' -~=:~T rDl T1 G'~ C; :;-= S1~?;T:;-r.1. ST. :;:~.'.~D Pt_l,".•~f t•:~ G`~D=. IV SALES TAX 1. Do you acknowledge your statutory responsibility to obtain a p roper sales tax account number before operating a husiness under the license o~u are~h~ereby seeking? ~r~_ Initials:~~~--~"" V RIGHT OF OCCUPANCY 1. Does applicant have a legal rinht of occupancy to the premises sought to be licensedl yes Explain (Include the landlords name and address if applicable Cand'er Development Company Suite 110, 5075 Roswell Road, N.E. - _ _ Atlanta, Georgia 30342 V I HEALTH APPROVAL - TO BE COi; -LE'ED ',,Y 7!IE STATE/COUPdTY HEALTH AU I I;OR I T ! ES Oi;LY Inspection of this establish,;,~nt >>.3s m3dQ on N/A and it ~~~as found that the sanitary facilities of the es:.ablishment ( ) Comply ( ) Do ado t Corp l y with the minimum requirrr.^nts u;~der regulations of the Florida State Sanitary Code, as promulgated under Ch2pter l°366, General Laws of Florida, Sanitarian-County Health Department VII ZONING APPROVAL 1. Is location within the limits of an incorporated municipality? yes 2. This premises is applying for a 2 APS type license. This would authorize sales of alcoholic beverages as follows: Beer/Wine Package Onl~r 3• THIS PORTION IS TO BE COMPLETED 8Y THE LOCAL ZONING AUTHOP,ITIES OtdLY: ^~ X The above location does comply with local zoning ordinance for the sale of alcoholic beverages as stated above. The above location does not comply with local zoning ordinance for the sale of alcoholic beverages as stated above. Signed: ~ ; ,~~~~~~ ~ ~~~*~,,~, Title: City Clerk City Atlantic Beach County Duval Date 9/26/83 VIII FOR ALL APPLICANTS FOR SPECIAL OR CLUB ALCOHOLIC BEVERAGE LICENSES. 1. As a~n applicant for a license pursuant to it is recognized that the following 'requirements must be met and maintained: DEPARTMENT OF BUILDING 5 ~ 9 ~ CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB "~..i, ~ June 7 c4 r`~;`i':1~~`= Date 19 _ /' =11 ii t . ,-,, >' ..a .g s . te: Valuation $ S IG~1 Fee $ 7 • ~ ~ } { ` ~ i f v.s "-t 4z T {6 t`::. . This permit not valid until above fee has been paid to City Treasurer, and is € ~ °`k'`` subject to revocation for violation of applicable provisions of law. This is to certify that JOE GOLDSMITH COI~I5TRUCT IV 3320 Gallocray Road, Lakeland, Fl>omida 3305 has permission tad INSTALL SIG~1 AS PER ~LAi~1S Classification GOT~~~~1CI~''1-' Zone CG Owned by PUBLIX ( FUBLI~ TELLER) Loc Block S1D House No. ~`rT`i ATT.ANT3C: RT.iITI_ According to approved plans which are part of this permit NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE ~ • ~----~ 0 Building material, rubbish and debris ~ from this work must not be placed in public space, and must be cleared up auled away by either con- -t~~ o~'p! owner.. ~ Building Official. FOR OFFICE USE ONLY PERM{T NUMBER DATE t,. '~ CONTRACTOR PLUMBING ELECTRICAL SEWER WATER ,- nrr~~~'~11c•~c fvn ~,vcr f'Lt~II ~~~, / 1't rl,,-Ill .,~ unl.,•:ful, fur .any Pursun to in~:tal1, :,ltcr ur rr'lc~c:,tc ally riJ;n, -.r~}~~lc, r.~,;;,y, `..r~inJ; ur uthr_r :rc)v~•rtising structure j~rl.ittr•d unJcr ~.ection 20-2 w•ithuut tir:.t vLt:~ini::~ a },c• r,-~i [ f roan t ire City' `:.,naJ;c r :and l:,r~1:i n}; r:-~:•r:.~_nt t o the City Clc rl: of the rc q~,i r~•d f r•e. ;,j 1 i]1u..inatc-d siEns sj,a]I, in addition, he suLjc-ct to the Provisions of the city is?r•ct,ical Cod ;end cony }~~ r:~i t Tres rc•~ui red thereunder. (Ord. 1~0. 60-66-1, 4. ) il'PE OF S1Giv }•~.A T }',0};lLU:~'fAL I' ~(.rJ EC'1 I?~G \~E r:1 1 C.AL PkO~ r C'I 1NG kOUF POLE -- -- ------ \': LI'.4 T I ON $_ jS "~:~}E tirPL1C--?~T THE OY;2:ER-__~OR THE ~.F.'.SSi;E - -----2 ?;1,'•fE, Av~fiI~SS b TELEPNO2~E AUI•;BER OF Al'Pj.IC.41~T PL_EAS_E PRINT.' `~ ~ ___ ____ _ , __ ~_~~ _l_~ ~I~d - -~4 ~ ------ - -- -- --- - --- . ~1 3 ~f. ~ ~ --r7 q S~ '_;i•aE, _.'~D~R E_SS b TELr PNO'.~ P;L_~'pER OF 0'~::: ~ R ~~r~.._ _ __ IF THE l_AiIER, SHOD: AU'i"r20KITY FROG: THE -- ~+iTACH THE IULLO::I?~G TO THIS ~-~PLIC~TIO\: a) T'ne locat]on of the bu]ld~ng, structure Or lot t0 L.-'r•]Ch Or upon `.Jfl]C21 ii?e sl~n C`r C~ii advertising St1-UCtiiTe is to be attached or erected. b) A Plot plan s}-rowing the pos]t~on of the s]gn or Other advertising structure in r2'at to nearby buildings or structures. c) A blueprint or ink era`.:?ng of the plans and sped ~ic~tions and ~-ethod of cer.structiol and attachment to the building or in the grotnd. d) Tne r:a~e of the person/contractor erecting the structure. e) ~~~` electrical pei_~it required and issued for such siEm. f) Registered engineer's dr2`~~ings rust be submitted with applications for roof siL^s c~'~ fifty (50) square fEet in area, nad for any sign the top of ~:hich is :ore ti:n. s~~:~m t~ ._n (17) feet abo~~e the around or -.:ei<_•nting ,ore than one t~o`~sand pounes (]OUO), o soled S]Pn OZ area _•ore th2II tlllrty SCl:are fret, sh~`:.]ng that SUCK 51 `P. well be cl~-C to witi:stand a .ai_nd pressure of at least shirt,-give (35) ponds per sc~~~re foot .-nd that the weight of such sign will be a.-.ply supported by the roof of the builc_n; or grow`td support on unich it is to be art=cted. ~ .•___~.-c,=,al nit s' g) Such other infor.ation as t.~e City- .._..~~~-r I r~-;_ire to ,o~. full cc..--n7i:--,ce •.:itl Cr.apter 20 :end all other la•.~s and ordi^.-:nc~s of t;,e city. ` J s ,,~' tijl':.~ i ::~ Ui _~PPLI C-~i~T ' ~s%'„`~7'' _ _- A D~7 E ~~J~ Q ,. `t; '~ ~ ,, i. `.4 ~ w y~ l ~,~ ~'~~~~ ~' ~ • ~ ~ 'U Y s'o ~ .~. ~ 0 oC *"~. _ ~ ~ ~!- ~~".~ ... ~~ `3 ~~ 1 -~ .. _,~ ~- ~ x~ ~' ~~.. ~~~-~~• a o ~ .~ ~n y Z .- t~ s ;- 3 cw s ,e,~ ~ .... 'y 1 "'F~ .i ('~~~ j ~ . ~'~ `~ ~ ' ~ ~ l ~'~ . ~ ~~ `}' ~ it _ t "~ '~ ~ +' t 'i It..-.---"' `- h "" ~ ,'` ` ~ ~ ~l ~L ,~„~ } .P 1 ~ , ~ L~ ~~ ~r 1 ~ N 4' ~ ~ ~ll 1 ~ ~ ~~ M '~ ~s ~ ~ t, ~ 1.-. ~"~ d ~ l_------' 1 = ,. y __-...--°'T' ~ ~~ v' 6~ ~. t ~ 0. '~ J o ~ ~ (~ 1 ~ ~ --~- o a v C-1 t i t '~ d t ^~_ V STATE OF FLORIDA DEPARTIVIENT OF HEALTH A_ND REHABILITATIVE SERVICES y~TV~Teesr,~Tpo~ FOOD OUTLET ESTABLISHMENT INSPECTION REPORT 3. ~ INFv W A ~ _ ~ ~ Authority: ~ t1 P • h ~_,~~ • Chapter 381.031(1) (g) 3 FS °°° WeT"•' Chapter 10D-15 FAC Name ~ , ~,,,,n.,~.Ev~' Address ~ ~ ~ e -~ ~~~'~~ s ~ Telephone Owner Manager Note: Items marked "X" are unsatisfactory and require correction within 72 hours unless specified otherwise under Comments and ! nstructions. SUPPLY 1. Source BUILDING 16. Establishment Lay- WATER 32. Approved System 2. Wholesomeness Out 33. Operation 3. Condition Received 17. Floors 34. Quality 18. Walls, Ceilings 35. Hot & Cold Supply PROTECTION 19. Doors, Windows 36. Ice, Source and 4. Storage Practice 20. Lighting Handling 5. Refrigeration 21. Ventilation 6. Preparation LIQUID WASTE 7. Display TOILETS, LAVATORIES 37. Approved System 8. Dispensing 22. Location 8. Operation 23. Adequate Fixtures 39. Plumbing EQUIPMENT, UTENSILS 24. Good Repair -Clean 9. Adequate 25. Soap, Towels SOLID WASTE 10. Construction/Installation 40. Collection/ 11. Good Repair HOUSEKEEPING Disposal 12. Clean, Sanitized 26. Clean, Orderly 41. Storage 27. Cleaning, Methods 42. Containers PERSONNEL 28. Supplies 13. Disease Control 29. Vermin Control MISCELLANEOUS 14. Clothing 30. Pet Control 43. Outdoor Area 15. Smoking 31. Toxic Substances 44. Unnecessary Articles ITEM COMMENTS AND INSTRUCTIONS ,. Copy of Inspection Report Received by Date of I n Sanitarian my Health Department HRS-H FORM 4002, Aug 78 (Replaces San-414) DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date February 2319 84 sxG~ 7.5Q Valuation $ Fee $ PERMIT NO, V ~t V ?,~~U ~` This permit not valid until above fee has been paid to City Treasurer, and is ~.+~~~~~ y subject to revocation for violation of applicable provisions of law. ~ „} t This is to certify that Quali~Y 8~-1~. Company ~`+~+~~ .GC~C P.Q. Box 2376 Jacksonville, Florida 77,7203 ~ ~' ``!``~~~ 7 ~ has permission to build 8igI1 as '~7~r it=_~gn„B_ Classification Commercial Zone cg Owned by Candler Deve~a~nt - ~ubli Wa1 gr~-o„c Lot Block S/D House No. Atlantic Blvd. According to approved plans which are part of this permit NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE 1~ ~ --~ ~U Building material, rubbish and debris -Zi from this work must not be placed in public space, and must be cleared u u away by either con- e ract ner. f ~ Building Official. FOR OFFICE I PERMIT ( DATE (S,/ CONTRACTOR USE ONLY NUMBER ELECTRICAL SEWER WATER '!~4 S~•c. 20-3. •`%!G': I'}:1:?~f17'S - J:E~~I~I}_ED - - _ _ Tt ~;ha11 he un7;,~wful for :any person to insta]1, :~ning or ullrc~r ;,dvertising structure permitted I,~•rmit from the City Mrrnaler and making payment illrnninated sil;ns shall, in addition, be subjec ;end-any pc•rrnit fees required-thereunder_ (Ord. ~'PE OF S1GN i~7jAT HORL"LONTAL PROJECTING \"ER'1'ICAL PI?0,1ECTING F:00 F POLE t __ '_' ^.RQUEE OR A?_~IING----- alter or relocate nny ~,is,n, ;.:.rquce, c;::-,~i,y, under section 20-2 without first oLt;,inin~; a to the City Clerk of the rf q~iired fc•e. All t to the provisions of the city Electrical Code 1vo. 60-66-1, 4.) NAI`fE, ADDRESS & TELEPHONE NUMBER OF APPLICANT PLEASE PRINT: ~~~_~~~~~~-__--- . -_ __ - NAI.1E, .ADDRESS & TELi/PHO?~'E NUZ:BER OF OI,'NER --- - - - AP~PROV~~ ~'.=~LUATION $ p~ ~> CITY OF ATLANTIC___ _-,,-; _- _ __ --- --- ----- -Bt7T'Cl5lNG OFF, I S THE APPLICANT THE OI;'I~ER OR THE IF THE T.A1 TER, SHOi•; AUTHORITY FROM THE 0~''. ~~:~~,~~~:® '~ ,iTACH THE ~OLLO~,'ItiG TO `THIS APPLICATION: a) T<re Location of the building, structure advertising structure is to be attached b) A Plot plan showing the position of the to nearby buildings or structures. c) A blueprint or ink drawing of Lhe plans and attachment to the building or in th or lot to which or upon which the sign or of:per or eructed. sign or other advertising structure in relztion and specifications and method of construction e ground. d) T'ne nacre of the person/contractor erecting the structure. e) Any electrical permit required and issued for such sign. ` f) Registered engineer's drawings must be submitted with applications for roof signs over fifty (50) square feet in area, and for any sign the top of which is more than seven- teen (17) feet above the ground or ~.~eiohting ,.,ore than one thousand pounds (1000), or aa} solid sign of area .-;ore than thirty square feet, showing that such sign will be erected to withstand a wind pressure of at least thirty-five (35) pounds per square foot and that the weight of such sign will be asply supported by the roof of the building or the ground support on which it is to be erected. g) Such other inforration as the City '•:a::a~;e.r sT:all require to show full co:^pliance with Chapter 20 and all other lasts and ordinances of tine city. z ~ ~- SIG';A1L'RE OF APPLIC.;_~T _ fA°Y~--?•-_~--~-/Cf~._-~s.Z~~~~ DATE ~ - L z - ~ r~ ~_... _,. _ .- .. ~' ., .. ~It:..A7~r:t U~ '"' ~*' Store ~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14-A 14-B is 16 17 18 19 20 ~ 21 22 23-A 23-B 24 zs 26 27 28 29 30 31 32 33 '~" ATLANTIC VILLAGE SHOPPING CENTER STREET ADDRESSES ` ATLANTIC BEACH, FLORIDA 32233 Street Address - 1021 Atlantic Boulevard _.1019 " " f 1017 " " _ 1015 " " .1013 " " 1011 " " ,1009 " " .~ 1007 .. " - 1005 " " -1003 " " /1001 " " - 999 " " - 997 " " 995 " " -- 993 " " .- 9 91 " " _. 989 " " ggj ~~ ~~ `~ 9 8 5 " " 983 " " °' 981 - 979 ~" " -°' 9 7 7 " " 975 " " '' 973 " " _ 971 " " 969 " " .- 967 " " - 965 " " - 963 " " --961 " " - 959 " " 957 " " -955 " " - 953 " " ~""~S ~`? w~v°' Tenant Name v* ~ ,Y ~ 'i l ~ CGC -r~~" / ~ ~1!tld ~ V 4__. ... ~~~ ~~ a /~ /fm..~ F Y~ j ~J ~ ) ~ ~ ~I F{l: It 1 o ~~~~ ~~ ~ // % +~ ` .~ ~ ~ ~ ; 7 `t ~~~ -'. ,.._ ~, ' Z ,~ f ~ j „ `,~~ ,f v ,;, E - .l l~ ~: °) ~ .~ ~ `~ 'y .~ ~ 1 u Wit; f ~ { / CITY OF r~~°~ur-t.~c ~ec~cl - ~eaz~a'a 716 OCEAN BOULEVARD P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-2395 May 19, 1983 Dyer Construction Co. P.O. Box 10186 Tallahassee, FL 32302 Dear Mr. Dyer: ~~ ~~ p~ ~~ This letter is in response to your inquiry of May 17, 1983 concerning permit fees and owners of the property north of the Atlantic Village Shopping Center. The permit fees are as follows: Publix - Building Permit Fees $ 1 877.63 Sewer Connection Charges 13,930.00 Water Connection Charges 4,090.00 tti'ater Meter 250.00 TOTAL 20,147.63 Walgreens - Building Permit Fees $ 887.25 Sewer Connection Charges 580.00 Water Connection Charges 130.00 [ti'ater Meter 85.00 TOTAL 1,682.25 The property owners to the north of Atlantic Village Shopping Center are Beaches Aquatic Club, Inc. and Crofton Builders, Inc.. If you have any further questions, please do not hesitate to contact me. Sincerely, f ~(~ U,,~~ ~ ~t ~ ~ Laurie Stucki Building Department r filling stations, garages, hotels, industrial plants, kindergartens, restaurants, retail stores and theaters; for each area of a building served by one water meter; a basic charge of $12.00 per quarter, plus additional charges related to metered water usage as follows: Add ,2~Q.% of water charges to the basic charge of sewer services. (d) Customers outside City. The rates applied to customers outside the City boundaries shall be one and one-half (1~) times the above rates. Section 2. That Section 19-17 be amended to read as follows: Section 19-17. Established for residential and commer- cial unit . For the purpose of this section, density is rated "high" on living units that contain less than six thousand square feet of land area per living unit. The sewer service connection charge for the following listed living units and commercial units is hereby established: Connection Charge High Residences Low Density Density Single-family $805.00 Apartments 805.00 Trailers and mobile homes 805.OG Office buildings Grocery. stores Retail shops Theatres (based on seating cap.) Restaurants (based on seating cap.) Service stations Beauty parlors, barbershops Coin-operated laundromats Hotels, motels, etc. $1,035.00 1,035.00 1,035.00 Connection Charge $ 30.00 per 100 sq. ft. 35.00 per 100 sq. ft. 290.00 per rest room 3.50 per seat 14.00 per seat 400.00 per rest room 45.00 per chair 60.00 per single load machine 400.00 per rest room Section 3. This ordinance shall become effective October 1, 1982. * * * * * * * * * ~c * * * * * * * ~ a * * x ~ * * ~ * * * ~ Passed by the City Commission on First Reading August 9, 1982 Passed by the city Commission on Second Reading August 23, 1982 Passed by the City Cocninission on Third and Final Redding September 13, 192 A'1TEST: (SEAL) Adelaide x,, Tticker~ city Clerk ?,~ 1 ~~ i~9'.'1E CITY OF r~ >4~i~ttG ~~~i - T~yu~Ct 9160CE.AN BOULEVARD ---- -- ---- P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 _,,(~~ TELEPHONE X904) 249-2395 May 19, 1983 Dyer Construction Co. P.O. Box 10186 Tallahassee, FL 32302 Dear Mr. Dyer: This letter is i n response to your inquiry of May 17, 1983 concerning permit fees and owners of the property north of the Atlantic Village Shopping Center. The permit fees are as follows: Publix - Building Permit Fees $ 1,877.63 Sewer Connection Charges 13,930.00 Water Connection Charges 4,090.00 Water Meter 250.00 TOTAL 20,147.63 Walgreens - Building Permit Fees $ 887.25 Sewer Connection Charges 580.00 Water Connection Charges 130.00 k'ater Meter 85.00 TOTAL 1,682.25 The property owners to the north of Atlantic Village Shopping Center are Beaches Aquatic Club, Inc. and Crofton Builders, Inc. If you have any further questions, please do not hesitate to contact me. Sincerely, ~`~Czu~~~~ ~~ C~.< c ,~.~ Laurie Stucki Building Department 3~ a ~' 3 .~ ~ (rl ( ~ '~ I',UiI.1~1'~G: PLl" ;i 1 `~G: tit: C} L •:1' ! CA ~. ~~ _~~ ELEC'T'RICAL: Z1~:SI3}:ET /~~~~ O -- ~~. ~~------ Per sq. ft. = Q~1~~~g.~ per sq. ft. _ $ per sq. ft. _ $ per sq. ft. _ $ per sq. ft. _ $ per sq. ft. _ $__ EES •~. o~_ L~L•S~ __ ~~ per thousand on thereof $ T3~•sa $_1~~ TIT FEE ........................ _ _ •$ c~ac ~i _~.O( - ~ PERMIT FOR PLAN FILING FEE...........$~~~1 ~"~ TOTAL FEE DUE ............................ ..............$_~_ Q~4,lSZ~ PLUMING PERMIT FEE; MECHANICAL PERMIT FEE: $ ELECTRICAL REST NTIAL: $ ELECTRICAL TEI~iPORARY: $ ~ ;; -- 38a ~. ~. WATER METER SI ~ ~ ~~-s },j'Q FEE: $ '2' 1 S ~~.ov s ~,~ =. SEWER COti.;ECTION CHARGE; SQUARE FOOTAGE: f~,L ,~,~,~ FEE $ ~~-~ijf~i Qov~s /17i ~ WATER CONNECTION CHARGE: FIXTURE UNITS _ ~ `_ ~~'~ @ $10.00 PER UNIT: $u/~!,/~Q, Old ACCOUNT NO.: APPROVED BY: TOTAL $UILDING/PLAN FILING FE ; $ TOTAL WATER METER CHARGE: TOTAL WATER CONNECTION CHARGE: $ TOTAL SEt,'ER CONNECTION CHARGE: $ G~s2 ~~~ ~c~. o ~ !~. ~C GRAND TOTAL DUE: ~t / ,, .~ ~~ D ~ Z~ ~~~' ` ~ y5~•~ ~~ } ,~ ~~ ~,. ~~~ ~~ rates ~. ,~ 3~ ~`` u~~~ i 45~~~~~ ~ ~~ ~ ~ ~~ ;~ .~.~ ~ d ~ • ~.--- ~~ d~°~~ mac) ~.~ ~~ ~~ ~ rc4~~ ~ ~~a,,, J%j l ::P}'LICATI O}: 1S HE~:EBY 'L4llE 7 NE FULLOI:'I':G AZUFE SS FOR CUT-IN CYAkGE OF __ S7 r EET N0. _~~ ~ ~~.~ LUT BLUCI: ACCUL~I~T ;:U:•iISER ~-G'p /U DATE :•L1 ER N0. C1'J~' OF A'I'IJ~J:7 J C 1;I:ACH !~}'YL] CAT) UI: FUR l'A'1 ER CUT-1 NS ... . l~ FOR i ~ -0 -- =- ~~z~° - _~~ DATE I`2STALLED ~~G~ / ~ ~. . i : L ti'A7ER CUT-IN AT UTd1TS. SUBDIVISION ?•~AILING ADDRESS CI'T'Y OF A'I'Ll:?JI'IC B~:ACH APPLICATIOIJ ~R S~'~~Tt,R OO'~^~i.Ei'PI~'QS ArX1~UNr NJ . ~ -~ ~ ~ ~~, ~~ I~O'I' NO. /~' // HL~C IJO. __/) SUBDIVISION_ ~_ i 7t'~'E OF BUILDII~]G / ZL/'~,~C~_~ - 1 _`-'~Z _ -- n=~TE INSPF~"1'F~ BY ,. ~ GENERAL CONTRACTOR COMMERCIAL INDUSTRIAL RESIDENTIAL To r -- ., 3310 GALLOWAY ROAD LAKELAND, FLORIDA 33805 PHONE: (813) 858-7952 Date: ~~~~~ Subject: `-~ CIiY OF .Al'Lt1I~1rIC L'L.A~t Q ~ :~~~ ~ . ` `~ '(;L~UIa • VZOLl1'i'IUhi T~It~1 ~ ' ~ ~ ~, ~ ~.. • ~~~ ' ~ ~r~? ~ . ~ ~ Date /~ -d$ --g ~'. .. . ~ldclress and/or Loca~:i.on o.t V~.oXation ~ ~t,~~ru-'y~ ~~'"~ d~ ~• ~~;, oa~u~t_,nzrtr : ~ /Yt~- ` ~': 3; o ~ ~ ~! ' U~ fE-.,N~ . 141 ~ ~` . UWtleZ aIld,OY' 7•E_'II.~nL O.~ I'rOperty ! C~~~ ~ . ,-. a ~~ _ o ss-~ • • •• szc~inzUi~c or aot~z.,nztanrrr ~~J{r ~ p •~ Phone~~ .. , ,,, . • Date o~ hives ti~aGivli Ca~cittirnis Faul~d / r „( . , r~--~ ~ ~ ... ,' - • Inves ti~gatoi~ ~" ~~„ ., ~ ~. 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L~1T OR CL'SPI- (2 L~:~1 TS) r rUOD DIS_ (L v;y1TS) _ ___ ___ _ -~, DOR (J u, ~ I T) - cl`:: }:1 i C ~i * 1: r /~ Ui~l:~};Ir:G rOL~i:TAZ2; ('-~ L1~IT) .~i h1S ~".SEEP, (2 D?~1TS) ti:".S1£ C",'1'•~+~F ~~ OOF ~ ,x`~ I ?~ S (1 L?:~ 1 T) ~~ T i C,R~• z_ _ ~ '.`,':,i Ur`_- SL~tG':0.':S (2 Ual.1'S) _ ~ . ~=.iii-i s ='?.C!}; _ - - _ _ (2 Li:l iS) SLkG~O:~S cl~}t (3 L~:ITS) (3 ~'%~-' I5) _ YOT Si.ln .-;=i.1' r1.L'SaI*:G it1N. S.I1:}: (b U?;17'S) -- __ c='~llCr S~~ :. .iF;,p - - - - SI`~t: (L 1..3 jS _ ' L~r.I ~: LI_, ;/~La~sT>g~ s1-1>1-101 JET ~~}:,'.A? S ~ ~1.L _ ni _ C.:UUT (b L`;;Ii'S) - / - T ,':AL '.'-~-LL 1.ZP _ __ - ~ ~~ , L'"- ~ , ,..'_~~GiiT (G i''. Lnl':~L "i::OL}GY. FaC}-3 2 ' ' ' . r- -- ,. J`1.~~ ~.C~1;.- ~~S' ---- "SY, SI':}: t;t :,.-_ : I 1 SECIIO;ti (2 L S) - -_ (3 L:;:1 TS) O. r.=itC_TS - "-1 £P. Ct_nj-=i 5, T'_':- .~,~~ ~'~ ::.~ i ~R C; C'~ ~ %S, '.'-=t ~'E (2 i•'. i rS) C.:--~_~~ D (C i';:7.1S) ~ G'=='_'._ED (b L';:1~5) ..CITY OF _: ~_ ..___--_ ____~ . ~ __._ ~-~`~.~,~1'~t~ ,,~ f - moo. 1042.3 ~ , -- - --FLORIDA 4129` 19.83 NAME.. yYER OC?iSTRLCI'ION CO. ADDRESS P.O. 8~x 10186 - , CITY_ TTa1l,hassee,,FL. 32302 . , ,I AGGOtiNT N0. 40-343-3700 47ATER CONNECTION CIiARGE ,: 4•,860.00 . ACCOLhT N0. 41-343-5200 SEWER CONNECTION.Ct1AFGE 14,530..00 19,440.00 SEE PER2•iIT X5845 (WATER & SE[1ER VALIVATED ON PEFI~IIT IN ERROR) • ~, . When Signed, Detect erd Numbered, This Becomes en Official Receipt MAKE CHECKS PAYABLE TO .,,Received Peymerrt CITY OF .ATLANTIC BEACH, FLORIDA .~ TREASURER Y ~~''~~~ ~ ~ 1-YUGf~t~C ~~ - ~~ ~ ~, .,.~ Office of Building Official REQUEST FOR INSPECTION ~' ,.-.- 2 ~^^ ~ f ~ ,, Oate ,,~,J Permit No. ~ Time A'M' / District No. Received d` ^~ ? ~ ~/ i Locality Name _v ~` '~ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANI CAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air. Cond. & ^ Ae Rooting ^ Siab ^ Temp Pole L~'~ _ Top Out ^ Heating lintel ^ (yam Fire Place ^ Pre Fab ~~ REA Y FOR INSPECTIO N A.M. / -vtgp! ~' Tues. ~, +g Wed _ Thurs. 7 fS' ~ /f Friday A.M. P•M• ection Made Ins ~ 'c' P•M• p Ins ector Final Inspection ^ p Certificate of Occupancy Date .rr~ i _ >~'uCifzrtlC I3seG~3iy _ ~i ~+u'c~cL~ Office of Building Official REQUEST FOR INSPECTION Date J ~1~1 ~ Time Permit No. Received A. M. P.M. District No. ___ J Address / Owner's it '/~ j_ locality Name GL~ZC~ ~.~ ~~,t~,, BUi~DING `"" "Contractor CONCRETE ELECTRICAL PLUMBING •raming ^ Footing ^ MECHANICAL 3e Roofing ^ Siab Rough Wiring ^ Rough ^ Air. Cond. & ^ ^ Temp Pole ^ Top Out ^ Heatin Lintel ^ g Fire Place ^ READY FOR INSPECTION Pre Fab a~~ A.M. ----._._~_ P, M. xy Office of BWiding piticiai `~ REQUEST FOR INSPECTION~~~ ,~~'. /~ `J`am ~2''r )ate `---' ~- ~ .3 ~ ~ 7 3~ J 3 ieceived A. M, Permit No, _~Q P.M. District Na. r` 73"9 /-x'69 Job dress r wnar's arse Locality UlLDING ~~ " Contractor ~~ '~" ~~ CONCRETE ELECTRICAL iming 9 ^^ 5labrn$ p Rough Wiring ^ RPoug MBING Roofin MECHANICAL Lintel ^ Temp Pole G~ Top Out ^ Air. Cond. 8, ^ O beating READY FQ({ INSPECTION Fire Place ^ Tues. Pre Fab Wes' Thurs. action Made ,,,~- ~.,~ > ~-~ Friday a1.M, A. M. -------•-__ P. M. actor P. M. Final Inspection q `~--~' ""-"" Certificate of Occupancy Date ~~A/~~ Atlcttic .Qaaclc-~lastdd%~~`~2ers~i~- Date. T1me Received A.M. P. M. Permit No. District // In ~/an en.r. L/ v Job e ~ locality Owner's NF{ne Contractor BU•ILO NG CONCRETE ELECTRICAL PLUMBING MECHANf~I Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air. Cond. & ^ Re Roofing ^ Siab ^ Temp Pole ^ Top Out ^ Heating Lintel ^ Fire Place ~ ^ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P. M. r~ ~ ~ ~ ~ A.M. Inspection Made ` P.M. ~:fTY OF Oiflce o18u11tlin9 Ollielal Office of Building Official REC~UEST FOR INSPECTION ~ ) (1" ~~~~ Inspector Finaiinspectlon ^ Certificate of Occupancy Date CITY OF f4~t~tic f~eacli - ~~ivttzc~ Office of Building Official ~~ ~i/~REQUEST FOR INSPECTION Date ~~''"" Permit No. Time A.M. Recefv P.M. District No. Job Address Locality Owner's ,, Name _ a BUaLDING CONCRETE (~-rLECTRICAL PLUMBING Framing ^ Footing ^ `Rq~gh Wiring. Rough ^ Re Roofing ^ Slab ^ T mp Pole q.~, _ Top OuT ^ lintel ^ ~ Lp,Yf,~ OR INSPECTfON Mon. Tues. Wed. G,~ Thurs. Ilnspection Made P.M. MECHANIQ~L Air. Cond. 8 C5 Heating Fire Place ^ Pre Fab "` A.M. Friday P. M. Inspector Finallnspecpon ^ Certificate of Occupancy Date !i'A9 _~.1. , :.. ~~ ,.. ~, ,~„R~:,. n /.r ~ ~/ -: - -- -FLORIDA ~-Ck' Y.~',~ f ~~2rC - ~/~.~% ~~i ;.[; ~ ~:2~, ,~ 6~2 _1983-- NAME__ PABLO CONSTRUCTION CO. (PUBLIX JOB SITE) AiDDRESS- ------ _--- ----- --------_-_------ - CITY----- _- -- ----- ----------- -- ACCOUNT N ACCOUNT N ', When Signed, Dafed and Nurrtbe;ed, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment Cl~f~- CAF ~~'L~l~T[C QEe~C@~, F~.t.~~t®A -- - _L TREASURER e _ r Date Time Received CITY OF fQ~t~ic /3e~c,~i - ~,~iYiu~ Otfice of Building Official REQUEST FOR INSPECTION Permit No. A. M. p,M, District Na. Job dress ~ Locality Owner's Name ra r BUILDING CONCRETE ELECTRICAL PLUMBING framing ^ Footing ^ Rough Wiring ^ Rough ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Lintel ^ READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday _ A.M. .Inspection Made P.M. l ti L / Inspector Final nspec op~ , Certificate of Occupancy Date MECHANICAL Air. Cond. & ^ Heating Fire Place ^ Pre Fab A.M. P. M. .„~*~, ,~ s / f # e rl CITY OF ATLANTIC BEACH FLORID~+ - a IT~SPECTIUNS _ ..~ ~ ~.~' BUILDING PERMIT NO.~f `~ ELECTRICAL PERMIT NO.~! __ PLLTiBING PERMIT N0.91__ ____ MECHANICAL PERMIT ~~ ,1~ ~ ~,f`~rF JOB ADDRESS ____ ~~~---- 'G~ ~ /~ ~'`.~ `°'` a-- -- COiiTRACTOR -- -- --------------- -------------- --- Oi:'N ER CALLED IN INSPECTED REINSPECTED JEA • APPROVED REJECTED FOL''~ D_A T I ON ''') FOOTING r- ~t~ m~~ °~~~ . l ., ~ ~ TOP-OUT ~ t " SE::'ER _ -- ,~ ~~~~ Ti:•:P-POLE ..~-~~ ----- ~ ~~_-_ ------ ELECTRICAL (R) _ ELECTRICAL (F) _ -__ FR"+~SING PLL"~1BING (F) __ _.~___ LINTEL/BEAM __ - COL .L~.Q, STEEL SHOOT GFA-DES LOT CLEARING OTHER __ FI":AL I,:SPECTIONS _ ----- - --- ~ DEPARTMENT OF BUILDING ~ 1 n O CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO, J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date ~~-22 19~ Valuation $ PLUMING Fee $ ~Q~ >' ~~ This pumit not valid until above fee has been paid to City Treasurer, and is ~ ~~ ~ ~~ subject to revocation for violation of applicable provisions of law. ~ ~~ ~ ~ ~ ~~ s. ~ '~ ri A T 11'r'i T 1 i R LAT.f _. _ _ This is to certify that t`tix.rrx v . ntst-u~z ~ i ~U .1Ji3C~~t WEST FLt~1ZIDA POURNG CO. , I3C. ~~%'~ i d~ i~/Cl~/El; has .permission to 1~i4~; INSTALL $PI~.INKLER SYST~ AS PER PLAi~ Classification ~~ t' t,~~~ Zone (;[: owned by PUBLIX - CA2~DLE.R I~EVELOPM~:~dT -O17. Lot Block S/D House No.~~.S ATLANTIC ,ILVI~- A`I`1,At~TTTC. VIT.T,AC~ S~IOPPI~iG According to approved plans which are part of this permit ~~'N~~R t _ G'j ~,, ca Z~ % Building Official. NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE O Building material, rubbish and debris ~ frorn this work must not be placed in public space, and must be cleared up an auled away by either con- rtra r ner. F ~ ~~ FOR OFFICE USE ONLY PERMIT NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER APPLICATION FOR PLUMBING PERr1IT OWNER'S NAME~V C~l,,.t X ~'A~-~-L~ __ - LOCATION ~--`~ti...tk,.~Ttc ~ i ~.~,t~ c-,t:.. ~P~ atG ~L~t ~_ {~-1'i'c-~'k*-r T- c-t? i_~'D _ _ ~'?_r~-~t7't c ~ c,f-{, F-v~'• MASTER PLUMBER ~l~,i_~-~ t~.__ t-t~~ ~ - CITY OF ATLANTIC BEACH STATE/COUNTY OCCUPATIONAL LICENSE N0. __rLf'~~ S~ - ~ yc~ -- ~~ _ CERTIFICATE N0. f] °~ ~ "Z..~{, ~ ~3 l ~~ "` ~ r_> _ -------___----- - - ---- CONTRACTOR .:> tZ- i~1 C.-• y TYPE OF BUILDING ~~ah.tLu~'..~~ ~L.~r~~ _~ __ ~:~ ~r2. ~^ t~ i ~C~ r~"~~~(2~:~<~ ( 1c~ /t/~ SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS __- DISHWASHERS URINALS DISPOSALS CLOSETS __ WASHING MACHINE / FLOOR DRAINS ~'~_OTHER - 1"~ /zE ~~'2~ i-/~LL t 72 l-y L'~f,~ 5 ~~~ TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. P c ~ ~~~ ~r1~ t~;~ Ft~~`~~4~,-' G"'J1L~S. ~..r 1 ~G> h eA a~ s /`5 , DC~ ~~,p,,~ l~'v r' 0 t~.,J ~t'p .r ~ ~~ ~~ ~~~~~ 6 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH s,. _....-,v E'E#~ti L't' ~F1~'L'tf?t'lA7`Z~1N .. _ ~ -~ -' _ ......, :..._ - - . _ _ ._ ._ _. .. _ i.,QC;ATa(3!~ TNF'O~tCiAT'TON _ ' ` P~s~r~iii~ Number s i3~+~+ ii( ~ ')i'K~E i' ~N ' ~I Ll~ ~ 1a ? A~.ici~~~~ :~' 1' '] ' ~'~x~a-~.t Tyler Bi3IL.DI~iCi ]~j [ ('+ ~ } + j ~ + r '~* / L4 d t..~~AT ~'+.+ L7~G~{..~'fl~ ~GVT1 .Ir ~1'l ~s: A:+~e,J C'l~s~s cif v[~x~ls: i2EPA-IR ,-_...__._.._.__, I~1=C~,L C~E~CRIi'TIf3N ----_--__--_. .. .. Crxt4P3k.r. T~i'aes N.tA 1. cats BI~~~skx w~~:;ki~et; I~rr~pcs~ed tl~~s RIM-°F~f_1®F P1~t C3r:.~uks Pale= O " " f3ra~11S:n~~s d Cc>cl~a: G? A ~ubUivia~.ir.~na ATLAA3TIC B~,AC#i £~i:.I-wa~.,,~ci Va1ua: ~tJ. CiQ _ ._ _ ..._ _ _. _ __ _. L7WNE,R INtr!C?RMATI©N - _ _ _ _ _. _ -.._ I~r~z~uv, Cc~.st s ~~:3~. ©C1 hla~,~~: .~Ai'3E~ CAhiPS~ELL Total I*e~t~~; ~7.~0 Acirir'e~~s 2'"~ IwLEVi/14ITfi ~T~tEET A~s+:aurs#, ~'~,#;+~ ~?. ~C~ A'[`L.AI~t"CZC BEAt;H, i;L,QRII~A ~~23 Dc~i:~ ~',df~tif; 3~~7/~~ l~hrari~es t!~Ct~>;~9~-~~G~~ W+~~°k ~7~~L.. 2..' YIMAR ~##~C13TTIz.CTURt~L F]I i3Efs'CiI.,A~~-'S :"sHlta[Fil..>~~ :t3NTR!-C'PCJRfS) _ ~_,,...r_._._ _ ._, .. i ___.~ AI~F'LIGA'I"~:C-N i{'RE~ ., .._..~_ . - RQO>` TNC~ COIrlPA~tY OR~l~~'f~N i~`El~tt'iIfi ~7. ~O , . i+l'A"I`iFi tt9la'ACT F'>.E ~t~.OC~ ~EV~Efi Ii'lFr,~iCyT F'k".E ~O~ f3C~ WATER l9I'I'~' ~t6]', C?O RAI7CJAI GA~~H. I~.'.'~o `~C7, C~3 rob~4,_f RAG~~3ti GA;~ cif ~t~. CJO 7~:,.-,4~ aEYIEi2 TAP ~C3.OC}~Ia: .t`,;;~; }iYI?FtAULIC aHARE '30.9Q~~ i 3 ''!"`7 FiE'~-INGF'ECT ~E'E ~Oo C)O I',s ENf.,IFIEERI4#L:, ~C3. OC1 ClTNER ~~~. f:?a NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,~ ATLANT~,(,G,hBEACifi BUILDVNG DEt;'ARTMENT .. ~ t ~ ~ ~~ ~ ~` ~ ,~,- ~ ~ ~ ~ ~ L.~,;~-- - ~----- ~ r ~ ` ~~ -~ .~ ._:.,~ CITY OF ATLANTIC BEACIi APPLICATION FOR BUILDING PER1~T ro Owner JAMES c-A,~-rP~£'LL Address ~R~ ~~`~~ . s7. zip Architect Address zip Contractor c~~~s td~ r~,=~, , ~.~ . Address ~~,ar~ (=oxo-~u.~'~ ~T,e . s~.~;7z~,ez~?iP 3~2;-, Phone~~~~-L a=3~ Contractor's License Nturber ~ ~ ~~ ~ ~~~ y Expiration Date ~, 3 Copy on File Lot ~~ B1ock or Section ~~ Subdi~vi.sion _ _ __Zoning__~~ SL-:ceL lie lween Phone ~ ~/~ -ya 3ry Phone side Valuation $ y~ 3 ~; a , ~ Type of Crnzstruction Purpose of Building Number of Units Fireplaces Utility Service: Water Sewer If the City if providing water or sewer service, do we need to make taps? Dimensions: Building Lot! Sz. Piers Sz..-Sills Sz. Ceiling Joists Sz. Floor Joists Sz. Rafters Distance on Centers Distance on Centers and Size Footings Greatest Span Si11s Distance on Centers Method of Heating Solid-Filled Ground Flood Zone If located within a FLOOD HAZARD corrmlete page 2 ~~R~F W~'~ b1S` °~~' . A~Clli~riu'7ur;AL FiE3fRviRSS S~-1~o.tG>L~.S ,~ Maf~ii~1&,0 ~l'7uHi~.a1 SinJC:1.~-nF~ Rif- S~JS i fcM , SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in Place and ready to pour Lootings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB... In case of rejection, reLnspection MUST be called for after corrections are made. . _r Greatest Span Greatest Span Greatest Span tcear iot In consideration of permit given for doing the work as described in the above statement, we w ,hereby agree to perform said work in accordance ro with the attached plans and specifications, which are apart hereof, and in accordance ~ with the building regulations of Atlantic Beach.. Signature Owner Signature Contractor -~- Roof _ 1.'.1,~ ~~ _.~t ~ s e:-~ ~ _ ~` ~~ ~ _, __.~- ~. - ~,,~~`~- "` ~r ,''~ r s ,i CfTY OF ~~~s~~G ~ECcGl2 - ~~.ctZt~-Q. - _ - - - --- -~.~.,_ August 25, 1983 Pre-Service Sec~ion 3rd Floor Jackesnville Electric Authority 233 west Duval Street Jacksonville, Florida 32202 Dear Sirs: 7160CEAN ItOL~l.E~'ARD P. O BGX 26 ATLANTIC BEACH, FIAY.I~.A 32233 TELEPHONE (9041 249-2395 'ine follow°ing final inspections nave been ;Wade and are satisfactory. Fermit i~3775 - 990 Se:^i_nole Road, Atlantic Beach. Permit issued to Bivins Electric Co3pany. Permit x'.-3762 - 985 Atlantic Blvd, Atlantic Beach. Permit issued to All Florida Electric Co_npany. Sincerely, ' i-` ~~1 w V John M. Widdows ,~ Building Inspection Supervisor J~%v~l / r a ~`° ~, ~~ J Y ' -. ~!' ~! :,~A CITY OF ,~.~~; ~r~~ Y~ r~~?c~ic ~eac`i - ~~azu~a ------ January 23, 1984 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval St Jacksonville, FL 32202 Dear Sirs: 716 OCEAN BOULEVARD P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-2395 The following final inspection has been made and is satisfactory: Permit ~~3759 - 985 Atlantic Blvd., Atlantic Beach Permit issued to All Florida Electric Sincerely, '. _,~ x, f John M. tdiddows ,Building Inspection~Supervisor I -- JMW:ra ~ C~~ex~~tfirttfr ~~ (~rr~~~tnr~ CITY OF ~P~rttr#ntrn# of ~nilding ~nsprr#tnn This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Buildfng Code certifying that at the time of issuance this structure ze:as ire compliance with the carious ordinances regulating building construction or use. For the follozoirag: Use Classification Coum~e ~ ~-' 3- ~ Bldg. Permit No. _ 5 84 8 Group Type Construction Fire District_.~~~~ ~~~~4~~z,~,,~~~'-,,,~_~ Owner of Building ~,.Q~..~.Address P-. Q R7t' ? ~ ~~r~-a,i.<3.Liti.wS'I-1)J.1-Y L I Building Address 985 Atlantic $1vd~,li~y Atlantic Beach. _ To n I'S, Wi ~t~[2~ei~ By. ~~+-'~-~--~-_~-- ~~(~ ~T~ ~(~~y[-y.---~ Building Official Date: ~Le~~uF`;~1------}~-*~=SL-- rOET IN A CONSIIGUOU9 TuGE ,,,,1f ' ~ ~ ~`~ ~ 11 1 ' : G l.1111}~ICA1.: BUILD~~.ii7~G P}-~}::•iIT b:U}~}:SHEET H'-~.1'I ED St~L'ARE FUO'I'AGE: _/ / / ~~ @ $ _ ,j~'~`? _ _ --- ----- - --- Per sq. f t . _ $ 3r~i~,-S33..~ GARAGE (PRIVATE/SHED): --------- ---- @ $ - -_-------------------- Per sq. ft. _ $ -----__ CARPORT: --- --- -- ---- -- @ $ ---------- - Per sq . f t . _ $.- ---,- - - PORCHES: -1~~-~~~_------ @ $ -- ~=USA------------ Per sq. ft. _ $- ~gf?~01•y~ - er s ft. OF CK • -- - - -- --- -- --- $ - -- - - - - -- --- --- --- - -- p q • _ per sq. ft. _ $ PATIO • - --- ---- ---- - - - - - @ $ --- -- - - -- ---- - - --- - - --- ---- TOTAL 1'ALUATION: $_3 ~~~`~r~U PER`1IT FEES 'TUTtAL `.'ALUATION DATA 1st $- ~Q~r.C?C~ - - 3 vv ~ . 9~ ~l . ~ s ~ ;~S a. a~ $_ ~f~5a. ------ ------- -- -- ------~--------- ~ er thousand RE:~,AI'~DER VALUATION @ $ - p or portion thereof TOTAL BUILDING PE}::•tIT FEE ........... . .. . ........ ........ $ o?~_/_~g._7~_ PLUS i THE BUILDI\G PERi•lIT FOR PLAN FILING FEE........... $ % ~CItC.~, ~~ -22- TOTAL FEE DUE ............................................ $ ~• ~~3~ I-.1 _ t - PLL 'BI.vG PERi`lIT FEE: $ '•}FCiu~~ICAL PEF:?1IT FEE: $- __-_ _______ ____ _ ___ ELECTRICAL RESIDE'~TIAL: $ ELECTRICAL TE'_•iPOR4R~ : $ EATER iETER SIZE: ( .. ~ ~__ FEE: $--~s'D. yo `_ o2~97D~0 ~^ SEWER CO?\NECTION CHARGE ~ SQUARE FOOTAGE: _ FEE $ ___ t1ATER CO?~'~ECTION CHARGE: FIXTURE UNITS __-,~'~C @ $10.00 PER UNIT: $_ ~ B~D,OD ACCOti;\T NO.: .4I'rI'R01`ED BY APPRf2VE© OITg ~~LDIr~G~OFr ~c~Cii APR 2 ~ 1983 TOTAL BL'ILDI`:G%PL~N FILI~'G FEES: T0'TAL !;ATER :•'E ~ ER CF~~Y.GE: TOTAL [;ATER CO::_:EC'TIO;t Cr;..",RGE: TOTAL SE[•;ER CO':':ECTION CHARGE: GP.ASD TOTAL DUE: $_ ~~ ~~^~7~.r S --->~~"~~! J ~r ~ ~` `r '--) , `J ~ S ~ ~", ~~% `~ • ;r CITY C3F ATLANTIC BEACH, FLORIDA p.o,~.d by APPLICATION FOR lLECTItICAL PERMIT ~, TO'THE CHIEF ELECTRICAL.INSPECTOR: DATE; ~' ~ / ~ 19 ~~ IMPORTANT NOTICE: IN CONSLDERATION OF PERMIT :GIVEN fOR .DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFiCATtONB, WH1CH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF, ATLANTIC BEACH ORDINANCES. €lECTRICAL fIRM• MASTER ELECTi~toClAtN^ IGNATURE p JOURNEYMAN° NAME ~Ll,~ ~ 1 }C ADDRESS: t ~ J ~~ I ~ t7 ~ Vc~ RFD BOX BLDG. SIZE '~ ! , 7 ~t~ ~ ' BETWf EN: RES.1 1 APT. ( 1 COMM.~G PUBLIC ( - INDUS. ( 1 NEW Y`~ OLD 1 C REW. ADDITION 1 1 TRAILER ( 1 TEMP.1 1 SIGNS ( 1 SQ. FT.' 8ERVICE; NEW ~ INCREASE ( 1 REPAIR ( 1 FEE `.r.-- CONDUCTOR SIZE /~'' S~ ~ AMPS 3~~t) COPPER ALUM. '-~ i~ RAC. WAY TCH OR BREAKER, ,~ 00 AMPS ~~ PH W ~.0~3 V0 T '7' U_~ I ,1 LXIST. SERV. SIZE AMPS PH W VOLT RACEWAY v FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUT4ETS CONCEALED OPEN TOTAL ~~~ RECEPTACLES J.3 5 CONCEALED a` T OPEN ~ TOTAL O•'JO AMPB. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED o.+oo LAMPS. OVER wpPUnNCES BELLTRANSF. z AIR H.P. RATING H.P. RATING ~,~ CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: _ KW-HEAT 0.1 OVER MOTORS H.P.' VOLTAGE PHS NO. 1 H.P.' VOLTAGE PWS s , - ~ - s - S.s. ~, d 1 MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 800 V. C~~ CITY. C.OF ~4 L~NTIC BEACH FLORIDA T App-o~ by APPLICATION FOR ELECTRICAL PERMIT.. TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~ ~ ~ 19 ~J IMPORTANT NOTICE: iN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORKIN ACCORDANCE`WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF 'ATLANTIC BEACH ORDINANCES. _ /~~~ ..,,~~ / ! NAME ADDRESS: .,~~f~G j V RFD EtOX BLDG. SIZE BETWEEN: RES. I APT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. 1 1 NEW 1 l OLD ( 1 REW. ( ADDITION I 1 TRAILER ~ TEMP. (}O SIGNS ( ) SQ. FT. SERVICE:.. NfW ( 1 INCREASE ( 1 REPAIR ( 1 FEE tJ- CONDUCTOR SIZE AMPS ~~ COPPER ALUM. ~' SWITCH OR EiREAKER AMPS- PH W VOLT R CEWAY E;XiST. SE6RV. 31ZE AMPS PH W VOLT ACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN. TOTAL O.SO AMPS. - ~t•f00`AMPS. ~wlrctlEs INCANDESCENT RLUORESCENT & M. V. FIXED 0.1:00 AMP S, BVER APPLIANCES BELL TRANS F. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P, RATING " OTHER MOTORS AMPS ` EIL HEAT:. KW-HEAT MQTORS 0.1 H.P. VOLTAGE PHS NO. OVER 1 HAP. VOLTAGE PHS MISCELLANE OUS TRANSFORMERS: UNDER 600 V. ' OVER 600 V. CITY OF ATLANTIC BEACH, FLORIDA App-L owdjby APPLICATION FOR ELECTRCAI. PERMIT TQ THE CHIEF ELECTRICAL INSPECTOR: DATE: 19C.~-~ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE. FOLLOWING WE HEREBY AGREE TO PERFQRM .SAID WORK IN ACCORDANCE WITH "THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULA710NS, CODES AND Ct1'Y' OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FlAM: < M ER E E TRICIAM i NAMF~j~L- '~~-~ ~-~~~ADDRESS; /[~~ ~~L~7~ C._ T.~LIJ~RFD BOX BLDG. SI2E T.~/12 ~ ~ BETWEEN; RES. l 1 APT. ( b COMM. (~) PUBLIC ( i INDUS. ( 1 NEW ( 1 OLD ( - flEW. ( ) ADDITION ( ! TRAILER ( 1 TEMP..) SIGNS ( 1 SQ. FT. 8ERYICE: NEW (. INCREASE ( i REPAIR ( 1 FEE CONDUCTOR SIZE 23 AMPS 'Z~ COPPER ALUM SWITCH OR BREAKER O AMPS PH W L d V LT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. S12E NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPB. 31.100 AMPS. 3W ITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMP B. QYER APP~1AtvCES BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW,HEAT MOTORS u H •r .P. VOLTAGE PHS NO. ov~R 1 N.P. VOLTAGE PHS MISCELLANEO US TRANSFORMERS: UNDER 600 V. OVER 600 V. CITY OF ATLANTIC H, FLORIDA t o~ X APPLICATION ' FOR EtECTRiCAI. PERMIT ~,~ ~ -~~ T 'THE CHIEF ELECTRICAL i TE: ~ .~.- / ~ 19 ~3 ~~ O NSPECTOR. DA IMPORTANT' NOTICE: IN CONSIDERATION-OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED JN THE FOLLOWfNG, WE HEREBY AGRfE TO PERFORM SAID WORK IN ACCORDANCE WITH'THE ATTACHED PLANS AND SPECIFICATIONS, WHICH' AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,. CODES AND-CITY OF ATLANTIC BEACH ORDINANCES. BLDti. SIZE ~~ 7` ~~ .~~ETWEEN: RES. ( ) APT. 1 1 COMM. PUBLIC ( ) INDUS.1 1 NEW ( ) OLD 1 1 REW. f 1 ADDITION ( 1 TRAILER ( 1 TEMP. 1 I SIGNS ( ) SQ. FT. SERVICE::. NEW ~! INCREA8E 1 1 REPAIR ( ) FE/E~ CONDUCTOR SI2E AMPS COPPER 1 ALUM. l./ ~ SWITCH OR BREAKER D C~ AMPS ~ PH W b~ VOLT RACEWAY / EXIST. SERV. S12E AMP'S PH W VOLT RACEWAY FEEDERS NO. S12E NO. S12E NO. S12E LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES. CONCEALED OPEN TOTAL 0.90 AMPS. 9 f - OO AMP&. ~~o ~' ' YESSkr~ ~r~iu~ ~i ~~s ~k Yh.~'d. FIXED 0.100 AMPS. AVER APP~taNCES BELL TRANS F AIR CONDITIQNING H:P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CElL HEAT:' . KW-HEAT _. MOTORS 0 H .1 ,P. VOLTAGE PHS NO. OVER 1 H•P VOLTAGE PHS MISCELLANE OUS w / p ho t~t.yk TRANSFORMERS: UNDER 600 V. OVER 600 V. ANTI t INDEX NOTE: This Index is for convenience only. Its completeness and accuracy are not guaranteed, and it is not to be considered as part of the specifications. In case of discrepancy between the Index and the specifications, the specifications shall govern. TITLE PAGE INDEX DIVISION TITLE PAGE NOS, 1 General Conditions and Requirements , 1 - 4 2 Excavation and Site Work , . 4 - 6 3 Concrete Work and Waterproofing , r 7 - 8 4 Masonry Work . , 9 - 10 5 Structural and Miscellaneous Steel . 10 - 12 6 Roof Decking , , , , , . , , 12 - 13 7 Roofing, Flashing and Sheet Metal. 13 - 15 8 Carpentry, Millwork, Metal Studs , 16 - 17 9 Drywall System , 17 - 18 10 Lathing and Stucco 18 - 19 11 Glazing and Aluminum Sash , 20 - 21 12 Ceiling Tiles and Panels , 21 - 22 13 Resilient Tile, Hard Tile, and Terrazzo 23 - 23 14 Paint and Finish Schedule , . 24 - 25 15 Miscellaneous and Specialties , 25 - 27 16 Plumbing - General 2$ - 31 17 Electrical - General 32 - 37 18 Heating and Air Conditioning - General , . 38 - 39 19 Mechanical and Electrical - General - Walgreen 40 - 44 20 Electrical - Walgreen . . 45 - 50 21 P1 umbi ng - Walgreen , 5,0 - 55 22 Automatic Sprinkler System - Walgreen 55 - 58 23 Air Conditioning, Heating & Ventilating - Walgreen 59 - 65 Publix 38M Specifications ,Divisions 1 - 21 CHARLES N. JOHNSON ARCHITECT DIVISION I GENERAL CONDITIONS AND REQUIREMENTS 1. A. "The General Conditions of the Contract for construction", AIA Document A201, Standard Form of the American Institute of Architects, Latest Edition, is hereby, except as the same be inconsistent herewith, made a part of these specifications, to the same extent as if herein written out in full. These "General Conditions" may be examined at the Architect's office. 6. Where any article of the A.I.A. General Conditions is supplemented here- by, the A.I.A, provisions of such article shall remain in effect. All the supplemental provisions shall be considered as added thereto. Where any such article is amended, voided or superseded thereby, the pro- visions of such article not so specifically amended, voided or super- seded shall remain in effect. C. The complete Publix 38.M Specifications dated August 30, 1982 shall be- come a part of this specification as if written in full, and shall be consulted for additional materials and methods for Publix. 2. DEFINITION OF TERMS A. "Owner" shall mean Candler Development Co., Atlanta, GA, authorized representative. 6. "Architect" shall mean Charles N. Johnson, or authorized representative. C. "Contractors" shall mean the General Contractor and all sub-contractors under his job contract. 3. SPECIFICATIONS EXPLANATION For convenience of reference and to facilitate the letting of contracts and sub-contracts, these specifications are separated into titled sections. Such separation shall not, however, operate to make the Architect an arbiter to establish limits to the contracts. See also all specification notes on drawings. See also supplementary specification sheets as issued for additional tenants. 4. MATERIALS AND METHODS A. Each bidder obligates himself to the use of brands, makes and models of materials and apparatus as named in these specifications and on the accompanying drawings, unless substitute approval is obtained prior to the contract signing. Should contradicting specifications occur in plans or specifications regarding any items, the greater of the two shall be used. -1- B. Where the words "or equal", "equal to", "approved", or other synonymous terms are used in reference to material or methods, it is to be dis- ,,, tinctTy understood that the approval of such substitutions is vested in the Architect whose decision shall be binding and final to all con- cerned. The term "typical" where used on drawings serves to indicate that all similar arrangements or circumstances are to be handled equally and similarly unless specified otherwise. C. Due to current circumstances involving delivery of many items, it is important for the successful contractor to order materials as soon as possible. 5. INSURANCE A. General Contractor and all sub-contractors hereby agree to be wholly responsible for their work; all loss or damage occurring before accept- ance by Owner shall be made good by contractors at their own expense, and no counter claim shall relieve said contractors from such responsi- bility. Each is to be solely answerable for and shall promtly make good ail damage or delay to other contractors, injury to other contractors, to neighboring premises, or to persons or property under his charge, whether in contract or extra work. General Contractor shall maintain Builders Risk Insurance and Certificate of Insurance shall call for Notice of Cancellation to Recipient. B. Each contractor shall take out and shall maintain during the life of ~s contrac t e statutory Workmen's Compensation fvr all of his em- ployees to be engaged in work on the project under this contract, and in case any work be sublet, each sub-contractor shall require their sub- contractor similarly to provide Workmen's Compensation and Employer's Liability Insurance for all the Tatter's employees to be engaged in such work, unless such employees are covered by the protection afforded by the sub-contractors Workmen's Compensation Insurance. C. General & Automobile Liability and Property Damage Insurance shall be maintained during the life of this contract, General Liability in the amount of not less than $500,000.00 for injuries to each person, includ- ing accidental death to any one person, and in an amount of not less than $500,.000.00 on account of one accident; Property Damage Insurance in the amount of not less than $500,000.00 as protection for performance of work covered by this contract; same dollar limits for Auto Liabil- ity, including owned, hired or non-owned cars. General Contractor shall maintain a Hold-Harmless Agreement as part of the policy, endorsed onto Certificate of Insurance. 6. PERMITS, ORDINANCES AND CODES A. Contractors shall give proper authorities all requisite notices relating to work under their contract, obtain official permits, licenses for tem- porary obstruction, pay all proper fees for same, and secure certif- icates of inspection. .,,~ -2- B. Attempt has been made to incorporate in these specifications the rules and regulations of City, County and State Ordinances and Codes, pertain- ing to the work covered by these plans and specifications and these are minimum requirements. However, failure of these plans to meet all code requirements does not relieve each contractor from his responsibility to install all work fully per these codes, per his knowledge and at his expense. 7. SHOP DRAWINGS Submit four (4) copies of all shop and setting drawings and schedules re- quired for the work to the Architect for approval (see also Publix specifi- cations); no work fabricated save at contractor's risk until such approval is given. Shop drawings shall be issued to Architect by the General Con- tractor only after they have been reviewed for compliance. Due to current circumstances i olving delivery of items, shop drawings shall be handled expeditiously. Approval of shop drawings by the Architect does not relieve the contractor of responsibility for deviations from drawings or specifica- tions, or from responsibility for errors in shop drawings or schedules. 8. TEMPORARY REQUIREMENTS A. General Contractor shall furnish currently accepted type, hygenic port- able toilet f acilites and maintain same. B. Plumber will furnish temporary water supply, and Electrical Contractors shall furnish temporary electric service, all as required. C. General Contractor shall pay operating costs of all temporary facilities. 9. GUARANTEE AND REQUIREMENTS A. Each contractor shall guarantee all work performed under this contract to be free from defective materials and workmanship for a period of one year from date of final acceptance of the building, and agree that he will at his own expense repair and replace all such defective work, and all other work damaged thereby which becomes defective during the guar- antee period. B. General Contractor shall furnish Owner with proof of payment of monthly sub-contract amounts, and with all Lien Releases before making applica- tion for final payment. 10. DRAWINGS FURNISHED The "General Conditions of the Contract" shall be amended a follows, involy- ing copies of contract documents furnished: "The Architect will furnish the General Contractor a maximum of 24 (Twenty-Four) sets of plans and specifi- cations for use and for distribution to sub-contractors for bidding and for construction. All other copies of plans and specifications required will be furnished at a cost of $40.00 per set of drawings and specifications. -3- 11. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) It shall be the responsibility of all contractors on the job to adhere to and be responsible for all of the Hazard and Safety Requirements of the current rulings of OSHA, and be responsible for all record keeping, reports, claims, etc. 12. TENANT REPRESENTATIVES Contractors shall consult with and work with field representatives of Publix Markets and Waigreen Drug Company, and others, as required to produce space fully satisfactory to said Tenants. DIVISION 2 EXCAVATION AND SITE WORK 1. SCOPE A, This part of contract shall include all earth work, fill or cut, grad- -~.,~ ing, paving, curbs, walks, and all other work adjacent or connected to the buildings, as required to complete the work shown on the drawings unless specifically excepted thereon. PILING will be required, per plans and specifications. B. Contractor shall visit site before bidding and accept site as he finds it and do all work required and specified to objective of the finished product as on the drawings, and specified herein. C. The soft, loose layer of clay containing some organic material in the low areas of site (identified on drawings) shall be removed, and any part free of organic material may be stockpiled for use beneath parking areas. See Para. 2, below. D. Install curbs and paving as shown and as specified herein and patch and repair any existing curbs and paving as damaged or as required to meet new curbs. E. Excavations and backfilling for utilities (water, sewer, and etc.) are included in other Divisions. F. Provide protection around all work areas, including proper illumination at night. G. Fine grading in this contract; landscaping and sodding by Owner. Fine -* grading to include min. 18" of clean top soil in landscape areas. -4- 2. STRIPPING AND FILLING For filling to finish sub-grades or grades, for paving or buildings, the following step by step. program shall be used: A. Strip all surf ace vegetation and organic material from the building area extending at least 10 feet beyond exterior wall lines. B. Remove all loose or soft surface soils to an average depth of three feet below existing grade. A Soils Engineer should be present during the stripping to minimize the quantity of soil to be removed. C. Local dewatering may be required to lower the water table to at least one foot below bottom of stripped surf ace. D. The exposed, stripped bottom of the excavation shall be compacted with heavy compaction equipment, such as tractor-towed sheep foot rollers where predominantly clayey soils are present or heavy rubber tired rollers where sands are encountered. The surface soils shall be com- pacted until a density of at least 95 percent of the Standard Proctor (ASTM D-698) maximum dry density has been achieved in the surface 8 inches. E. The filling process shall continue under the control of a Soils Engineer and adequate density tests shall be made to assure that compaction meets the specification requirements. F. Borrow material used to elevate the buildings above existing grade shall be placed in 8 inches layers and compacted until a density of 95 percent for clayey soils and 98 percent of the Standard Proctor maximum dry density for sandy soils has been achieved. G. PARKING AND DRIVEWAYS Fill will be required to elevate a substantial portion of the parking areas. Prior to filling, all organic soils should be removed. No stripping, however, is necessary where non-organic loose or soft surf ace soils are present. However, prior to filling, the existing ground surface shall be compacted to a depth of eight inches to 93 percent of the Standard Proctor. Fill shall be placed in layers and compacted to 93 percent for clayey soils and 95 percent for sandy soils. Density tests should be made periodically throughout the filling process. H. UNIT PRICE Contractor shall submit a unit price for the fill dirt to be brought onto the job, price per cu. yd., in place, compacted. 3. CONCRETE WORK A. Exterior concrete walks, steps, landings, shall be one course monolithic concrete as detailed or called for, to lines and grades as shown on drawings or hereinafter specified. Install concrete splash blocks at all downspouts. -5- B, Concrete walks shall be mixed, placed, and of materials as specified in Division 3, "Concrete Work", and unless otherwise shown on plans, shall ,,,~ be 4" thick and reinforced as specified in Division 3. Install in 16' - 20' sections at column lines, separated by 1/2" expansion joint material. Slope sidewalks to drain away from building. Ramps shall have rough, broom finish for non-slip surface. (Walgreen: ramp at front to have sidewalk silicone abrasive added, as by "Carborundum Co"). Tamp and spade concrete well into forms and screed concrete level and true to grade, bringing sufficient mortar to surf ace for finishing, and give wood float finish before concrete sets. C. Publix sidewalk at front of store shall be colored, as shat] other ground floor rooms as scheduled. Use Lambert Co., Orlando, FL., "Colorbrite". Finish sealer shall be Lambert Co. "Plexguard" in same color, applied in two coats: First Coat applied one day after concrete is poured and colored; Second Coat at direction of Publix personnel, just prior to opening store. Color shall be BROWN. 4. PAVING AND CURBS AND STRIPPING A, Furnish and install smooth asphaltic surface in paved areas, consisting of: Base: 6" compacted lime rock with 0.20 gal./sq.yd. Prime coat of #RC-70 Bituminous material. (6" means after compaction). Top: 1-1/2" of modified Type II (Fla. S.R.D.) Smooth Asphaltic Concrete Surf ace: 20% Slurry; and 60% #14 stone. Sealer: One coat of recommended and approved top sealer. B, Curbs: One piece monolithic concrete, min. 6" x 18" with #4 bar top and bottom, 5" to 6" above paving. C. Painting Stripes: Apply 4" wide paint stripes to define parking stalls and guide lines as shown and/or directed. Include "In-Out" arrows, stop, etc. Use Murphy Fast Dry Traffic Paint, or Pittsburgh Traffic Paint, or Tremac Traffic Paint--white color. -6- DIVISION 3 CONCRETE WORK AND WATERPROOFING 1. MATERIALS A. Cement - shall be Florida Portland Cement conforming to "Standard Specifications for Portland Cement" (A.S.T.M., C-150, latest edition), or equal, of domestic manufacture. B. REINFORCING STEEL (1) Best quality American manufacture; bars 3/8" round and larger shall be of deformed type. (2) Bar supports: Metal reinforcement shall be held in place by approved metal chairs, or other means to give satisfactory spacing. Min. concrete coverage: 3" in footings; 3!4" in slabs. (3) Welded Steel Wire fabric reinforcement shall be in accordance with the Standard Specifications of the A.S.T.M., A185, latest edition, 6" x 6" No. 10. Lap mesh min. 6" and tie sufficiently to hold in place. C. Expansion Joint Filler - premoulded material composed of fibreboard impregnated with asphalt, 112" thick at outside walls, equal to 112" Celotex "Flexcell". 2. CONCRETE A. Transit-mixed concrete shall be used. It shall be mixed and delivered in accordance with the requirements set forth in Standard Specifications for Ready Mixed Concretes of the A.S.T.M. C94, latest edition. B. Aggregates and cement shall be proportioned by weight, water by volume, maximum 6 gallons per sack of cement. The proportions of aggregates to cement for concrete of any water-cement ratio shall be such as to pro- duce concrete that works readily into the corners and angles of the form, and around the reinforcements without excessive puddling or spad- ing and without permitting the materials to segregate or free water to collect on the surf ace. The combined aggregate shall be of such compo- sition of sizes that when separated by the No. 4 standard sieve, the weight retained on the sieve shall not be less than one-third nor more than two-thirds of the total, nor shall the amount of coarse material be such as to produce harshness in placing or honeycombing in the structure. C. Strength of concrete in slabs and foundations shall be 3000 psi (28 days) unless noted, and 3000 psi in poured concrete columns, walls, and beams, of mix established by approved testing laboratories, unless otherwise noted on plans. Mix shall produce strength at a workable consistency, with a 3 to 5 inch slump. -7- D, Before placing concrete, contractor must verify all rough-ins with Architect or Tenant or representatives. Place concrete as soon as prac-,,,~ ticable after mixing and in no event shall it be placed after it has contained its water content for more than 45 minutes. Convey concrete to forms by methods which will prevent segregation or loss of ingredi- ents and deposit as nearly as practicable in its final position. There shall be no free vertical drop greater than 3 feet. E. No partially hardened or contaminated concrete shall be deposited on the work, nor shall retempered concrete be used. Concrete shall be thor- oughly worked around reinforcing, around all embedded fixtures, and into the corners of the forms. F. Set Anchor Bolts and other imbedded items as provided by Steel Contrac- tor or others. 3. FINISHES A. Floor slabs generally shall be screeded and steel troweled to a smooth, hard, dense surf ace and level within a tolerance of 1/8 inch in 4 feet, except in areas where there is a topping. Floors around floor drains shall have positive pitch to drains. Floors receiving hard the and walk-in coolers (Publix) shall have smooth steel trowel finish. B, All concrete shall be protected from premature drying and freshly placed concrete protected against wash by rain. Keep slabs wet for seven days. C. Floor slabs where scheduled shall have color finish, as Para. 3C Div. 2. D, Walgreen Drug slabs to be exposed shall have "Trazseal" treatment as manufactured by Masury-Young Company, Boston, Massachusetts. 4. WATERPROOFING Under floor slabs on grade install "Visqueen" No. 6, per manufacturer's directions; minimum 8" laps, all edges. 5. TERMITE TREATMENT Under ail slabs and around footings as follows, using Aldrin, BHC, or Chloradane: A. Under all slab areas at a rate of one gal. per 10 sq. feet. B. Along perimeter foundation walls at rate of one gal. per Z-1/2 linear feet, per foot of depth. C. Around all holes or voids. D. Provide written guarantee to Owner, from installer. 6. REFRIGERATION TRENCHES Wherever refrigeration piping is run in shallow trenches or underground pipe, trench and pipe must be kept free and clear of all plumbing lines or electrical conduit. -8- nrvr~rnN a MASONRY WORK 1. MATERIALS A. Concrete Blocks (1) - shall be hollow, load bearing concrete masonry uni s con orm~ng to Standard Specifications, A.S.T.M. C90 latest edition, of approved manufacture, well seasoned and dry, and with a smooth, sand finish texture approved by Architect, Standard 8" x 12" x 16", 8" x 8" x 16" and other sizes as required. (See also Publix spec.). Concrete Blocks (2) - shall be hollow, load bearing units, manufactured inn compliance with U.L. Bulletin 618, and as manuf actured by Maples Concrete Company, Tallahassee; these shall be used in walls designated as four hour fire walls. B. Cement - Florida Portland Cement, or equal of domestic manufacture. C. Lime - At least 92% hydrated or quick lime passing No. 20 sieve. D. Sand - Sharp, clean, sell graded, passing No. 8 sieve. E. Wall Reinforcement - Standard Dur-O-WaI, truss-type, with deformed side ro s, ga van~ze @ max. 24" o.c. (No substitutes without Architect's approval). F. Block Fill Insulation - Zonolite Masonry Fill Insulation, by W. R. Grace ompany. nsert u yin all Publix exterior and party walls, and in Walgreen side walls. G. Brick - Equal to "Mossy Oak" as by Cherokee Brick Company, standard ~j$'' x 4" x 8" nominal; allow $240/M. Paver Brick, 4" x 8" x 1/2", matching color #900 Buff or a dark brown color; allow $180/M. (Distributed by Builders Mart of Florida, Jacksonville). H. An approved brand of mortar mix may be used upon Architect's approval, such as Magnolia Mason's Mix, by Southern Cement Company. 2. WORKMANSHIP A. Lay concrete block units in full beds of mortar, plumb, level and true to line in regular bond; all joints 3!8", Cross partitions shall have masonry bond with exterior walls. All walls shall have all interior joints cut smooth and rubbed smooth, and be plumb and true to satisf ac- tion of Architect. This approval must be given before block is painted. B. Lay Brick in standard half bond, with 3I8" joints, gray mortar. Lay Paver Brick as detailed on drawings. Do not expose saw cut edges. Install Dur-O-WaI reinforcing @ 24" o.c. C. In General (1) Precast concrete lintels of approved manuf acture and design may be used where practicable, in interior, plastered or paneled walls. -9- (2) Provide openings in masonry required for installation of work of other trades as shown or as required. ,,,~ (3) All exposed cutting by carborundum saw. (4) Inset Dur-O-WaI in all brick or block masonry walls, at 24" o.c., lap 16". (see also Publix spec.). (5) Wall Vents, if shown, shall be precast "Air Brock" concrete louvers. Provide 1/2" mesh galvanized hardware cloth and aluminum insect screen behind vents, in wood frame. (Cement Products & Supply Co., Lakeland, FL). (6) Fill all blocks solid with concrete from floor line down, on exterior walls and as noted or required. DIVISION 5 STRUCTURAL AND MISCELLANEOUS STEEL 1. SCOPE OF WORK This contractor shall furnish and erect all structural and related stee] as described by the plans and these specifications and controlled by the current specifications of the American Institute of Steel Construction Code of Standard Practice for Steel Buildings and Bridges, using Structural Steel A-36 (ASTM). 2. FABRICATION (General) - In general, the A.I.S.C. Specifications shaTT be 0 owed. The workmanship and finish shall be equal to the best practices in modern structural fabricating work. Shearing and chipping shall be to view neatly and accurately done and all portions of the work exposed to view neatly finished. No column splices permitted. All bolt holes are to be accurately drilled or punched. In compression joints, depending on contact bearing, the surf aces shall be truly faced, so as to have even bearing after adjoining members are perfectly aligned and set up complete. Continuous members shall have positive, furl connections. 3. PAINTING - STRUCTURAL STEEL (Not open web joists). S~ho~_Coat - All stee] work before leaving the shop shall be thoroughly e ne~o~' all loose mill scale, rust and foreign matter and given one coat of Tnemac No. 99 Red Metal Primer, as manufactured by Tnemac Co., Inc., ,,,.,~ Kansas i y, issouri, or equal, well worked into all joints. Painting shall be done only when the surf ace of the metal is perfectly dry. -10- Places and parts which are not accessible for painting after erection shall have an additional coat of Tnemac before being set in place, preferably of a different color. All milled surf aces shall be protected with a coating of heavy oil or grease. Touch up weld spots and abrasions after erection with Tnemac 99, or equal. 4. ANCHOR BOLTS - Provide all anchor bolts and plates at size as s own or detailed on the structural drawings, maximum load of columns, per A.I.S.C. loan minimums. Contractor. 5. WELDING - In general, all welding shall conform to th owe or Arc and Gas Welding in Building Construction American Welding Society as amended to date. all steel columns of a or as _~re_gu~i r~ed_ for ~o~ts set 6y general e requirements of the as prescribed by the Publix will require an Engineer's inspection of structural frame, including radiographic inspections of welds, all by approved engineer as selected by Publix. Publix bears cost of initial inspection and pictures of food welds; General Contractor responsible for costs of pictures of bad welds in initial inspection, and of all costs in subsequent inspections. ~'dvance notice and scaffolding furnishe y eneral Contractor. 6. SHOP DRAWINGS - For all structural steel and bar joists; furnish in tripli- cate~o pproval, prior to fabrication, showing all details of fabrication and erection. 7. ERECTION - All steel shall be erected plumb and level, as rapidly as the progress of the work permits.. Provide all temporary bracing required for proper alignment and stability during erection. Grout material for column setting shall be Lambert Co. "Vibropruf", or Master Builders Co. "Embeco", proportioned; one part Embeco or Vibropruf, to one part Florida Portland Cement, to one part coarse, clean sand mixed wit~ater (Max. 5-1/2 gals.). 8. STEEL JOISTS A. The specifications for steel joists, "H & LH Series" as currently recom- mended by the Steel Joist Institute shall be followed. (Shop drawings shall be submitted in triplicate for approval before fabrication). 6. Joists bearing on .steel shall have full bearing as per SJI, and shall be welded to structural steel with two welds min., two inches (2") long at each bearing. Joists may be placed side by side if required to obtain full bearing. Where bearing on masonry, proper bearing plates and anchor bolts shall be provided. Furnish and install all clips, hangers as required. C. Joist bridging shall be strut bridging, using angles. (Unless otherwise shown). D. Joists shall be spray painted with one shop coat of zinc chromate or dipped in an asphaltic bitumen paint containing not over 10% carbon pigment and not over 10% saponificable material. -11- 9. STEEL STUDS Equal to Pennmetal "Lightsteel" double studs, punched webs, 14 gauge, ~'" 3-5/8" depth; include all required tracks, headers, bridging, etc., shop coat as specified by Pennmetal Company. (Strap-steel is equal). All studs furnished by Structural Contractor. 10. MISCELLANEOUS A. These items furnish by Steel Contractor but erected by General Contrac- tor; channel door frames; corner guards; 6" pipe columns for door and downspout guards, traffic posts, ladder and cage, and steel studs. B. Access ladders to roof, 2' wide, made of 2-1/2" x 3/8" flat bar stringers and 3/4" round rod rungs. Approved cage around ladder required above elevation of +7'0". C. Pipe railings - 1-1/2" standard pipe; all welded connections. D. Furnish and install ail hangers and channels for all curtain walls; install level and straight. E. Securely install steel rods over all roof fan or vent or A/C openings, for security of the openings. Use #5 steel rods at 6" o.c., both directions, welded into a steel mesh with connection at intersection of all rods. Install in metal frame as shown in detail. (See also Publix spec.). ".,, F. Furnish air conditioning unit support frames on roof as shown or as required. Work with Air Conditioner Contractor. One unit required for each Tenant (except Market and Drug, as shown). DIVISION 6 ROOF DECKING Furnish and install decking for entire shopping center, as follows: 1. Publix - See Publix specifications, Div. 6 for full specification for installation of Zonolite Roof Deck, over Publix store only. 2. Remainder of center shall be covered with metal decking: A. Metal Roof decking equal to Granco Type A, 1-1/2" thick. 22 gauge steel painted. Deck capable of supporting 45#/sq. ft. uniform total load over 5'0" clear span. ~" B. Erect decking per approved shop drawings, and weld fully per all loca] codes and approved decking standards. -12- nrvr~rnN ~ ROOFING, FLASHING AND SHEET METAL 1. SCOPE A. Furnish and install built-up roofing over entire area and all roof and miscellaneous flashing, and all pitch pockets. All roof penetrations by this Roofing Contractor. 8. Furnish and install roofing tiles and the felt underlayments under roofing tiles as shown or required for waterproof installation, as well as under the metal on back of parapets, etc. C. Air Conditioning and Ventilation ducts by others, unless noted; all other sheet metal furnished and installed by this contractor. (Utility sinks by others). D. Furnish 5 year Roof Service Guarantee and 5 year option Renewal for all built-up roofing and for flashing. E. Install all exhaust fans on roof; fans supplied by Others. Cut holes in deck for hoods, ducts, and hatches and install same. Install curbs and pitch pockets. F. Furnish and install all gutters, downspouts, and all gravity vents on roof . G. Furnish and install rigid roof insulation board, (and cant strips equal to Celotex Co., min. 4"). ki. Do all flashing; lead flashings for all roof drains and vents supplied by plumber, shall be installed by this contractor. Cooperate with all trades. I. Furnish and install walkway system on Publix and Walgreen roofs as shown on roof plans. J. Furnish and install .040 ga. bronze aluminum cap flashing where shown, detailed and called for. 2. PREPARATION OF DECK Roof decks shall be smooth, broom clean, free from dirt and loose material and thoroughly dry. 3. INSULATION BOARD A. Insulation board over Walgreen area shall be equal to 1.4" Thermax R-10. Board aver remainder of center (excluding Publix) shall be equal to 1.5" Celotex Insulation Board. Insulation shall be laid with edges parallel to flutes bearing on deck surf ace and shall not terminate un-supported over a channel. Insurance Company requires mechanical fasteners around entire roof perimeter in a 4' wide strip. -13- B. Insulation to be installed with Lexsuco Insulation Clips (6 clips per 2' x 4' board) and in accordance with Lexsuco nailing spec. No. 1-10, Mopping on is not approved. "" 4. BUILT UP ROOFING AND FLASHING A. Roofing for Zonolite deck of Publix shall be equal to GAF Co #212-N or #203-AN, as per Publix Spec. Div. 7, which becomes a part of this specification. B. For remainder of center, install four plies of GAF #203-A, or Fiberglas Perma Ply-R, in shingle fashion (starter sheet is first ply), lapping 24 2/3" into uniform solid mopping of hot asphalt, using a nominal 30#/100 ft. sq. per ply. C. Cover top ply fully with hot asphalt per above and embed not less than 400 lb./sq, ft. of gravel, or 300 lb./sq. ft. of slag into appropriate grade of hot asphalt, using not Tess than 60 lb. of asphalt per 100 sq. ft. of roof area. The application of aggregate to the roof system should be delayed until the roof system, including the flashing, is complete. D. Cant strips equal to Celotex Impregnated Fiber, minimum 4", or as detailed. E. Eave flashing and gravel stops and drip shall be of 24 ga. ga1v. iron, one piece, installed as detailed or recommended by manufacturer. Six inch lap joints shall be installed at approximately 30' centers. Fascia flashing as detailed, or as required, of .040 ga. bronze aluminum. F. Wall flashing behind parapet walls, etc. as shown shall receive composition flashing using the membrane felts, fully as approved and recommended by roofing manuf acturer. 5. ROOFING TILES A. Furnishing and install roofing tiles on facades as shown and detailed, providing all required shapes and sizes and installation requirements, all fully per manufacturer's specifications. B. Tiles shall be "Monray Villa 200 series Roof Tile" as manuf actured by Monier Company, Box 1763, Lakeland, FL 33802, (1-800-282-7894) in color as selected by Architect. C. Tile installed by nailing, fully per manufacturer's recommendations over 1 x 2 P.T. wood battens @ 24" o.c., over one layer of 43 lb. mineral felt underlayment, over 5/8" solid plywood sheathing. All tiles shall be nailed! Nail sizes, types, and nailing techniques alas recommended by Monier Company. Fully secure all tiles and cap, rake or ridge tiles. D. Flash entire the installation with 26 ga. corrosion-resistant metal, as ~ recommended by Monier Company. E. All cracked or broken tiles shall be satisf actorily replaced before project will be accepted by Owner. -14- 6. WALKWAY SYSTEM Furnish and install 36" x 72" x 1/2" "Carey-Tred" walkway tiles as manufactured by Celotex Corporation, and as shown on roof plan of Publix and Walgreen. Apply fully as recommended by manfacturer to not void roof guarantee. 7. GRAVITY VENTS Furnish and install all roof gravity ventilators, equal to Loren-Cook Type PR, aluminum (or similar low profile style). 8. DOWNSPOUTS, GUTTERS & SCUPPERS On fronts of stores, furnish and install .040 gauge, bronze aluminum gutters and downspouts, sized as shown. On rear of stores, furnish and install 24 gauge G.I. downspouts and gutters, sized as shown. Support cutters at maximum 36" o.c. and downspouts at 10' o.c. All joints soldered. 9. BIRD SCREENING Furnish and install l/2" mesh, galvanized wire cloth as bird screening, over all roof fan, ventilation or fresh air openings. 10. WORKMANSHIP All work under-this Division shall be installed by skilled workmen approved by the manufacturer furnishing the material and in strict accordance with these spec if icat ions and manufacturer' s specifications and recommendations . This contractor responsible for own cutting, patching and hanging. Test holes may be required by Owner, paid for by Owner. 11. ROOF SERVICE GUARANTEE Upon completion of the aforementioned built-up roofing, the contractor shall furnish the Owner with a 5 year Roof Service Guarantee plus 5 year renewable option for built-up roofing and flashing as herein specified. Guarantee shall be properly signed by roofing manufacturer, and roofing sub-contractor. -15- DIVISION 8 CARPENTRY, MILLWORK, METAL STUDS 1. MATERIALS A. Framing lumber shall be No. 2 Southern Yellow Pine, or Fir, or Cedar, kiln-dried, free from all loose knots and defects that would impair strength, dry, well seasoned and straight. Members not straight, shall be removed from job. (12X max. moisture content). Lumber shall be fire treated if used for demising partitions, and elsewhere as required by local code. B. Plywood, except as otherwise specified or provided, shall conform to requirements of American Plywood Association, and bear the DFPA-AC grade trademark. Plywood shall be of exterior grades on exterior and where noted; CDX sheathing grade for s eat ing. C. Wood doors shall be 7 ply solid all wood flush doors, with 2-1/2" top and bottom rails, 1-1/8" stiles, all of kiln-dried western softwoods; wood core of solid wood blocks, edge glue in interlock fashion; skins of 1/8", 3 ply plywood, consisting of face veneer, crossband and back veneer. Face finish as selected for finishes required. (equal to Embler Door Company, Varnville, S.C.). D. Interior exposed wood trim shall be C-grade Fir, clam-shell style for painting except as otherwise specified. Wood base should be 1 x 4. -e•~,,, Trim shall match any natural wood doors, and/or panel finish walls, and be one piece material, where natural finish is scheduled. E. Wood cased openings shall be framed with nominal 2 x 4 frame, and wood casing trim of clear fir, or gum. All wood door jambs shall be 5/4 jambs "C" grade Fir. Casings shall match natural wood doors, or paneled walls. F. Exterior wood panelings shall be equal to Georgia-Pacific cedar 1 x 6 & 1 x 8, T. & G., V-Joint, smooth face out. G. Exterior finish plywood in beams, ceilings, etc. shall be equal to G-P Rough Sawn Cedar Plywood, 1/2" thick, Kerf-Grooved at 6" o.c., unsanded. H. Facade trusses as shown and detailed shall be factory-manuf actured type, by approved governing standards for a total design live load of 30 lb./ sq. ft. Shape and style and members sizes determined by manfacturer's standards. I. Install 3-1/2" Fiberglas Insulation Blanket from floor to one foot above ceiling level in steel stud walls between all Tenants, and similarly in other areas specified on drawings, such as storefront wall areas, etc. J. Interior, and demising partitions generally will be of steel stud construction, studs specified in Division 5, Structural. '*~, K. Furnish and install all furring members and blocking members required, to be pressure treated against masonry or concrete. (wood cleats for roof tiles supplied by Roofing Contractor). -16- L. Provide gr illes in doors where scheduled, a]uminum. M. Provide all Rough Hardware, of style and size to fully secure members involved. Provide and install all Finish Hardware, as required generally and as noted specifically on Walgreen or Publix plans. Provide Hardware Schedule for approval, in quadruplicate. Hardware shall be selected from: Yale, Russwin, Schlage, Hager, Stanley, Norton, Von Duprin, Glynn Johnson, Detex, Remko, and others as required. N. Furnish and install Sanspray aggregate panels on sidewalk column covers and tenant divider details, as shown. 2. PUBLIX Refer to Publix specifications, Division No. 8 for additional applicable specifications. 3. WALGREEN All Stockroom shelving, platforms, cabinets, etc. shall be built of #2 Ponderosa Pine. Shelving, platforms, etc. as manufactured by "Myers Industries Lundia, P. 0. Box 483, Jacksonville, Illinois 62650" may be used. DIVISION 9 DRYWALL SYSTEM 1. SCOPE Furnish all labor, materials and scaffolding to satisfactorily complete all drywall work shown on drawings or specified, as per manuf acturer's specifications and recommendations. 2. MATERIALS A. Gypsum Wallboard, equal to U.S. Gypsum Firecode "C" or Gold Bond Fire- shield, 5/8" thick, long edges tapered, along with all corner beads, casing beads and trim of galvanized steel. B. Joint reinforcing tape shall be perforated or sparked. Joint compound shall be ready mixed. -17- C. Channels for steel frame ceilings shall be with Gold Bond self drilling Drywall Screws suspended ceiling to be #8 gauge. 3. INSTALLATION A. Walls Drywall Furring Channels, 1" long. Hanger wire for Wall studs at 16" o.c., (by others); screws shall be located 3/8" min. and 1/2" max. from edges and ends of board, and max. 12" o.c. Screws shall be driven home with heads slightly below surf ace of board, with paper face unbroken. B. Walls or Ceilings (1) A uniformly thin layer of Joint Compound shall be applied over joints approximately 4" wide. The tape centered over joint and imbedded into compound leaving sufficient Joint Compound under tape to provide proper bond. Ceiling and wall angles and inside corner angles shall be reinforced with the tape folded to conform to the angle and imbedded in the compound. (2) 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 and edges feathered approximately 3" beyond preceding coat. (3) Coat the corners, and nail or screw heads additionally as per manufacturer's specifications. (4) Entire areas shall be installed neatly and clearly and ready to receive finish as scheduled. Jointing which is not of very best workmanship will not be accepted. (5) Sheetrock - ceilings shall have standard sheetrock spray coat finish. DIVISION 10 LATHING AND STUCCO 1. SCOPE Stucco exterior walls of Publix Market building, and build security walls at each end of sidewalk ceiling over Publix. (See also Publix Spec. Div. 10). -18- 2. MATERIALS A. Metal Lath - Gold Bond Diamond mesh copper alloy steel, at 3.4 pounds per square yard, galvanized. B. Stucco - An approved brand of cement plaster, using Florida Portland e~nt. ASTM C150. C. Lime - Approved brand of dry hydrated finish lime. D. Water - Shall be clean, fit to drink. E. Sand - Sharp, clean, well graded. ASTM C35. 3. MIXING AND PROPORTIONS A. Employ mechanical mixing. Use no partially set or lumpy material. B. Stucco on exterior masonry to be two coat work totaling 1/2", consisting of a combination scratch and brown coat, and a finish coat wood troweled to smooth, level, sand finish. Work neatly to all corners. Keep stucco wet for at least three (3) days after finishing. Mix integral water- proofing into final coat of stucco. C. Mix: one (1) bag Portland cement, to one (1) bag mortar, to 3-1/2 cubic feet sand D. First coat (scratch) applied on masonry wall with second (final) coat applied minimum of 24 hours later. E. Use grounds and temporary screeds to form clean straight lines with even thickness within 118" tolerance in 10', and with square corners. F. Where stucco abuts other materials, score stucco to V-joint. 4. SECURITY WALLS All precaution must be taken to completely isolate Publix store from all others. In particular, the area over the sidewalk ceiling must be walled off from adjoining stores at both sides of the building, by a minimum of a metal stud, lath and stucco partition, totaling 314" thickness each side of studs. -19- DIVISION 11 GLAZING AND ALUMINUM SASH 1. SCOPE A. Furnish and install all glass and related items, for proper completion of project. Obtain sizes from job. B. Furnish and install aluminum doors and glazing, aluminum sash and trim, storefront breakmetal, and aluminum above Stanley door package in Publix. C. Where noted, cover columns in storefront walls & interiors, with .051 thick aluminum, Alcoa finish - 204 A-1-R-1. D. See also Publix specification, Division 11, and Para. 4 herein. 2. MATERIALS - GENERAL A. Aluminum & glass entrance doors and frames shall be Amarlite Model '72',or approved equal, bronze anodized aluminum finish, and glazed with 1/4" tempered glass; -- overhead closers, and standard push and pull, and cylinder locks. B. Fixed sash glazing shall be with 1/4" plate-glass, tempered where required by code. Fixed sash members shall be Amarlite or Kawneer or ,,,~ equivalent, sized and as detailed on drawings, in bronze anodized aluminum finish, unless noted. Breakmetal shall be .051 gauge, color to match. C. Bronze aluminum finish to be equal to Alcoa Duranodic 313-A1, dark bronze. 3. CLEANING AND ACCEPTANCE A. Upon completion of projection, replace all cracked, stained or broken glass, at no cost to Owner. Remove all traces of paint, etc. and thoroughly clean all sash before final acceptance of project. B. Improperly set glass or glass not meeting grade standard will not be accepted and must be replaced to satisf action of Owner. C. All work under this Division shall be sound and waterproof and guar- anteed free of defects in material and workmanship for a period of one year from date of final acceptance. 4. WALGREEN DRUG STORE A. All aluminum storefront construction Pittsburgh, Amarlite, or equal. All Kawneer Permanodic #28 Medium Bronze be permitted on exterior face of any front framing and connections shall wind pressure. shall be product of Kawneer, storefront sash shall be equal to aluminum. No exposed screws will .,,~ portion of storefront. All store- ~e capable of withstanding 30 PSF -20- B. Aluminum entrance doors and frames shall be product of Kawneer, Amarlite, Pittsburgh or approved equal. Frames minimum 4-1/2" deep, of extruded members. Doors installed complete with aluminum thresholds and hardware as billed on plans. Bottom cylinder deadlocks shall be Adams Rite MS 1850. All entrance door locks shall be keyed alike, but not master keyed. Door checks shall be standard checks without hold-open feature. C. Storefront glazed with best quality 1/4" thick polished plate glass; glass at entrances, including doors, center and side-lights, shall be tempered plate glass. D. All glass and metal work shall be cleaned to satisfaction of Walgreen representative. DIVISION 12 CEILING TILES AND PANELS 1. SCOPE Furnish and install ceiling tiles or panels where scheduled, as specified herein, on suspension system specified. 2. MATERIALS - GENERAL A. Acoustical Tile - Owens-Corning fiberglas textured surface ceiling board, 5/8" x 24" x 48"; or, Safetone Acoustiform Mineral Fiber Lay-in panels as manufactured by Celotex Corporation. All panels shall meet the requirements of Federal Specification SS-S-118A, Class 25. The material shall also be classified by Underwriters Laboratories, Inc., under Hazard Classification for a Flame Spread of 0-25. The material shall have a factory applied washable white finish, and a Light Reflection of Class I. 6. G psum Panels - U.S. Gypsum Co. 24" x 48" x 1/2" prefinished Gypsum ane oar s. C. Sus ension S stem - Eastern Products Corp., System "L" and "N", baked w ite ename~~in -sh, with Eastern #6349 steel beam main runners; or "' National Suspension System with #ML-8000AW main runners and #ML-6148 cross tees. -21- D. WALGREEN DRUGS: Sales area ceiling shall be Armstrong Minabord, fis- sure esign ceiling board, 24" x 48" x 5/8", factory finished in wash- able white. Ceiling shall be integrated type combining exposed grid system and recessed fluorescent strip lighting. Ceiling pattern shall be in accordance with electrical layout using DB main tees on 12" centers where recessed lighting fixtures are located. E. PUBLIX MARKET: See Publix specification Division 13 for full specification to follow. 3. ERECTION A. Install all suspension systems as per manufacturer's recommendations, securely and sufficiently. Hang from joist, main runners front to back of store, parallel to sides, using minimum #10 gauge hanging wire. B. Cooperate with Electrical Contractor as required for fixture instal- lation (see detail) to see that proper support and spacing is obtained. Cooperate and consult with other contractors also, as required. C. All ceiling tiles within 30 feet of front entrance doors to be clipped down. 4. WORKMANSHIP A. General - Acoustical the shall be installed under temperature and umi ,ty conditions closely approximating those which will exist when .,, the building is occupied. Tile shall not be installed when buildings are cold and damp or dry and hot. All windows and doors shall be in place and glazed. Sheetrock or concrete work shall be completed and allowed to dry before the installation of acoustical tile. Application shall not begin until all roof installation has been completed and building completely enclosed. B. Suspension system to 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 reflected ceiling plan. C. Board shall be carefully fitted around diffusers and other ceiling outlets and fixtures. Cooperate with sprinkler, mechanical and electrical contractors to coordinate work of this division with their work. D. Following installation, clean soiled or discolored surfaces of tiles. Replace damaged or improperly installed units. -22- DIVISION 13 RESILIENT TILE, HARD TILE AND TERRAZZO 1. SCOPE A. Furnish all labor and materials to install vinyl the and ceramic the floors and walls and bases in Walgreen Drug; plus all vinyl-asbestos tile, vinyl base, stair treads, Quarry tile, ceramic tile, granite sills and Terrazzo floors in Publix area, and front exterior wall tile. 8. Provide one year warranty on all work and material. Clean work before turning over to Tenant and replace all damaged or improper materials. C. All floor finishes in other Tenant shops are by the Tenant. 2. MATERIALS A. PUBLIX: See Publix specification, Division 15 complete, and Para. D. B. WALGREEN: Ceramic Tile Floors: American Olean 2" x 2" non-slip (Beach Tan). Ceramic Wall Tile: American Olean 4-114" x 4-1l4", (#46 Buckwheat). Vinyl Floor Tile: Armstrong Excelon Supreme Vinyl Tile (#55502 Warm White), 12" x 12" x 1/8". Base: 6" high, Kencove Brown Vinyl. Materials: All the setting materials shall be new and of high quality. Asphalt Tile Institute standards for soft the work. All workmanship and materials to be guaranteed for one year. All the work installed in direct accordance with standard specifica- tions of Asphalt Tile Institute. Skilled mechanics must be used. One full box of the installed vinyl the shall remain in the store for Tenant use. Ceramic floor set in an approved "Thin-Set", with epoxy grout. C. TERRAZZO Publix Specification, Division 14, "Terrazzo", shall be included herein in total, as if written herein in full. D. PUBLIX - FRONT EXTERIOR WALL Ceramic tile, equal to American Olean Co. "Siena" glazed tile, "'' 6 x 6 x 5116", in three color pattern as shown on plans; equals accepted as approved by Architect. Adhesive as recommended by manufacturer; matching grout. -23- nTVTCTnN 14 PAINT AND FINISH SCHEDULE 1. SCOPE A. This specification is to be used with plans and Room Finish Schedules as issued for each Tenant. Contact Architect for colors not listed herein, or on plans. B. Work covers all painting or finishing of any and all interior or exterior materials that require a finish, including finish coats for shop coated materials. Tenant equipment painting by others. C. All required sandin caulking, puttying, retouching, etc., must be accomplished under this contract. Any surf aces that have finish applied before sanding will be rejected, and refinishing must be done to Architect's satisfaction. Sand or steel wool before and between coats. D. All materials shall be in original containers, labels intact and seals unbroken. Mix at job site. All workmanship of highest quality, by skilled mechanics experienced in the trade. E. No spray painting permitted inside. F. Entire Publix Specification, Division 16, "Paint and Finish Schedule" is -* made a part of this specification. 2. MATERIALS AND FINISHES A. All painting materials shall be of quality equal to current ASTM specification and equal to S-W (Sherwin-Williams), Glidden, Pittsburgh. B. Remove dirt, grease and rust from metal surfaces completely, and touch-up as required before final finishing. C. Exterior masonry surf aces shall be finished with two coats S-W, A-100 Gloss Latex House and Trim. D. Interior Block Masonry Surf aces: One coat S-W PC Bloc-Tex, tinted plus one coat PC Quali-Kote Latex Flat. E. Exterior or interior metal - one coat S-W PC Kromik Metal Primer, plus one coat S-W CC Kem Lustral Enamel. (Prime galvanized surf aces with S-W G.I. Primer.). F. Interior drywall surfaces - one coat S-W PC Fast-Dri Latex Wall Primer (tinted) plus one coat S-W PC Quali-Kote (or gloss finish where scheduled or in wet areas). G. Interior Wood Surfaces-PAINT: one coat S-W PC Enamel Undercoater, plus one coat PC Hi-Hide Latex Semi-Gloss Enamel. H. Interior Wood Surf aces-NATURAL: two coats satin varnish preceded by stain to match adjoining paneling, if necessary. -24- I. Exterior Doors - one coat S-W Undercoater #451, and one coat of S-W ~,.- Gloss House Paint. Finish all edges same as face. J. Exterior Cedar Siding - 2 coats, Olympic Clear Primer Sealer, or Sherwin-Williams #A14T5. K. Exterior Cedar Plywood - one coat of Rez or Olympic Stain, color selected by Architect. L. PAINT ALL Electric Panel boxes, and conduit exposed, same as wall. M. No painting shall be done without prior sanding, cleaning, and smoothing as required to produce a professional finish!! 3. WALGREEN DRUG See Painting Schedule on plans for extent of work. Painting shall be three coat work unless specified otherwise. All Decor paint shall be Latex paint, flat, except as noted or prepared paints, subject to Walgreen approval. All exposed ductwork and hoods in painted areas are to be painted two coats of lead and oil paint. Column or Wall Covering (if indicated on plans): Furnished by Walgreen Company and installed by Painting Contractor. DIVISION 15 MISCELLANEOUS AND SPECIALTIES 1. SCOPE General Contractor shall be responsible for the furnishing and installation of the following items: A. PUBLIX: entire Publix Specification, Division 17 (Miscellaneous and Specialties) shall be included herein as if written out in full. 6. WALGREEN: specific items shall be provided as specified below, or on the drawings identified as "By Contractor". C. GENERAL SHOPING CENTER: As specified herein. -25- 2. WALGREEN A. Wire mesh stockroom partitions shall be installed where indicated on plans. Metal studs shall be 3-5/8" metal Cee studs, 25 gauge, @ 24" o.c. complete with all tracks, headers, etc. Wire mesh shall be #10 x 3/4" black, expanded metal mesh. See Detail on plans. B. METAL DOORS: All swinging steel doors shall be Fenestra Hollow Metal Doors, or approved equal. All doors 1-3/4" thick; Frames minimum #16 ga. rolled steel, 5-1/2" wide and 2" on inside and outside faces, and formed with integral stops and rebates. A1T hardware furnished and installed by door manufacturer, as indicated on plans. Hardware finish indicated on plans. All doors in back rooms and stockroom shall have locks 'Keyed Not Alike' and Not Master Keyed, C. TOILET STALLS AND SCREENS: All toilet stalls and screens shall be steel, with bottom 1'-0" above floor. Doors equipped with standard chrome plated hardware, including coat hook. Provide grab bars for handicapped where indicated, equal to Bobrick #B 493-48" long with concealed fasteners. Partitions shall be of porce]ain metal panels and doors, with chrome hardware, as manufactured by -- Accurate Partitions, American Sanitary, Global Steel, or approved equal. Partitions floor mounted - beige color. Chrome toilet paper holder shall be Ft. Howard #571-20, Double Dispenser. 3. GENERAL A. HOLLOW METAL DOORS AND FRAMES Furnish and install hollow metal doors and frames, equal to Fenestra, Pioneer, Steelcraft or Amweld, complete with hardware. Doors full flush, multi-rib construction. Frames shall be 18 ga. steel, roll-formed, mitered lock joint, with integral stops and back bands. Doors shall be factory prime painted. Frames shall be bonderized and receive (1) shop coat of baked on metallic primer. Hinges shall be full mortise, .122 ga. steel, prime painted, one pr./door. Equal to Stanley - Fu11 Mortise - FB8179 3-I/2" - USP. B. ROOF HATCH Bilco type S-20 Galv. Paint Bond, 14 ga. cover and curb, 22 ga. cover •,, and liner with ladder to hatch per OSHA standard. (Exterior handle removed on Publix, and hasp and staple provided inside. Publix Division 5, Para. 12.6). -26- C. ROLLING DOORS Steel rolling doors as manufactured by Atlas Steel Products; Cornell Iron Works; Kinnear Division, Harsco Corporation; J.G. Wilson; Jim Walters; Moeschel-Edwards; Overhead Door Company; Windsor Door Company, or equal. Wind load of 20 psf with mos. deflection of 1/120 of opening width. Product fully per manufacturer's specifications, and installed per manufacturer. Submit data. D. FIRE SPRINKLER SYSTEM Only the PUBLIX area and WALGREEN area will be fire sprinklered. See Publix Specification, Division 17, Para. 11, for complete Publix information. In Walgreen, furnish and install an automatic fire sprinkler system per standards of Factory Mutual Association and required Underwriter of Walgreen Drugs. Submit drawings for approval. Include all fees for tap-ins to water supply, and for any alarm systems that must be included. -27- DIVISION 16 PLt1MBING - GENERAL 1. SCOPE A. Furnish all labor, materials and equipment required for complete installation of the sanitary and water systems lines, as indicated on Plumbing Site Plan. Visit site before bidding. B. This initial contract shall include sanitary and water services complete as shown, for all tenant locations and service to Publix and Walgreens which shall be complete and ready for operation as shown on Publix drawings and Walgreen drawings. C. See Publix 38M Specification book for additional specifications. See Divisions 19 and 21 for Walgreen Drug additional specifications. Pt1BLIX AND WAL6REEN DRAWINGS AND SPECIFICATIONS SHALL BE FOLLOWED EXPLICITELY, UNLESS DEVIATION APPROVAL IS OBTAINED FRON THEIR RESPECTIVE REPRESENTATIVES. D. GENERAL Piping shall be coordinated with other trades, and this Contractor shall be responsible for routing his work to clear work of other trades. Runs of piping are in part diagrammatic and Contractor shall, without extra cost, run piping as directed at time of installation to best fit field conditions. Field verification of scale dimensions on drawings is required, since actual locations, dimensions, and levels shall be governed by architectural draw- ings and actual field conditions. It shall be noted that a piling support system will be used under these buildings. E ui ent shall be installed so that connecting and disconnecting of pip- ing an accessories can be made readily and parts are easily accessible for inspection, operation, maintenance and repair. Valve boxes shall be pro- vided where required. Cuttin and Patchin Contractor shall cut and patch where necessary to proper y insta wor Completed work shall present a neat appearance. Excavation and backfii~lin~: Contractor shall trench and pit excavate and ac i as require -for~iis work. This includes shoring, bracing, pumping and protection of persons and property. Backfilling shall be compacted in layers not exceeding 6 inches per layer and shall conform to surrounding grade or finish grade in accordance with requirements in Division 2 - Sitework. E. Test all lines and install all work per local code requirements. F. Obtain all permits and inspections and deliver certificate to Architect. G. Maintain and submit "As-Built" drawings to Owner. -28- 2. MATERIALS Other materials shall be as specified in appropriate sections of these specifications. Should a material for a specified use not be mentioned, Contractor shall supply best material suitable for use intended as may be approved. 3. EXTERIOR PLUMBING: A. Sewer S stem; Sanitary piping 5 feet beyond building walls shall be vii ri ie c ay pipe and fittings, standard strength, bell and spigot with factory-applied joints. Pipe and fittings shall conform to ASTM C-200-65-t. (Where required by plumbing code, exterior sanitary piping 5 feet beyond building walls shall be cast iron, service weight or extra heavy as required, with caulked hubs and spigot joints). 1. Installation: Bottom of trench shall be shaped to give uniform ci~rcu Vie' r dial support at lower third of each length. Pipe laying shall proceed upgrade with spigot ends pointing in direction of flow. Trenches shall be kept free from water until joint has set. 2. Jointin for vitrified cla i e: Factory-molded joints shall be wipe ree o us it an o er foreign matter before and after application of joint lubricant. Factory-applied joint shall be connected by brushing proper lubricant sealer on mating surf aces as recommended by pipe supplier. Pipes shall be joined no later than 5 minutes after application of lubricant sealer. 3. Jointin for cast iron soil ipe: Joints shall be firmly packed wit oa um an ~nis a w~ pure lead not less than one inch deep, well caulked. B. Water service shall be PVC type. Water meters shall be provided and installed by water department having Jur~s ic~ion. These shall be planned now, but installed at time of contract of individual stores. C. Manholes and catch basins shall be constructed of reinforced concrete or ric , comp e e wit rame and cover in accordance with drawings. Concrete shall comply with Division 3 - Concrete Work for Class A con- cue. Brick: Common brick shall conform to ASTM C-62-50 grade and shall be a~-in mortar consisting of one part Portland cement and 3 parts sand. Plasteri~n~s shall consist of one part Portland cement and 2 parts fine saw- of r brick work, lime may be added to mortar in the amount of not more than 25X of volume of cement. D. cleanouts shall be provided as indicated and required. Straight lines s~ia1T-Pave cleanouts as required by code. Exterior cleanouts: Combination wye and 1/8 bends with pipe terminating at grade in osam 58310 cleanout box shall be used; set in 18 inch square, minimum 8 inch deep, concrete pad flush with finish grade. 4. INTERIOR PLUMBING A. Furnish water service line and meter box to each tenant location as shown in drawings. Furnish water distribution system as required, for use now, or for future connecting. -29- B. Furnish a system of soil and waste drains, vents and connections to sewer lines and to all fixtures, or capped for future fixtures. ...~ C. Furnish and install plumbing fixtures, as specified on Tenant drawings. D. Do all cutting, chasing, etc., as required for your work, or provide proper chases for installation by others. E. Interior soil, waste and vent lines of coated service weight cast iron, joints caulked with lead and oakum, or no-hub joints of approved manuf acturer. Waste arms and vents 2 inches and smaller of galvanized pipe with screwed fittings. F. Water piping of standard weight galvanized steel with screwed galvanized malleable fittings, or Type L copper with silver solder fittings. Piping below grade or in concrete -- coated with Lions Seal Kote. G. Install cleanouts as required by codes, with Josam fittings, tops, etc. H. Provide air chambers within 6 feet of each fixture, of twenty-four inch minimum length and full pipe size. I. Provide escutcheons of chrome plated brass, at all openings through walls or floors. J. Fasten all pipe securely into place with proper size straps, at maximum 1.0 ft. on centers, and where required to secure all faucets. .,~ K. All piping shall be tested and proven tight in full accordance with local and national codes. L. Flashings: All vents and roof drains shall be lead flashed by Roofing Contractor with lead flashing as furnished by Plumbing Contractor. Flashing shall turn down 2" into vent pipes. M. Insulation shall be installed over any hot water lines. N. Make connections and rough-in to fixtures and equipment as shown as furnished by others, as directed and required. 0. Clean and disinfect water piping according to Sec. 10, Chapter 8, of Sanitary Code of State of Florida. 5. SUBMITTALS: Within 10 days after award of contract, submit to Architect for approval 5 copies of shop drawings and other data showing manuf acturer and model number of material and equipment to be used, except for pipe and fittings. Valves shall be included in shop drawings. -30- 6. TESTING: Testing equipment shall be provided by Contractor. He shall conduct tests prior to backfilling or concealment in the presence of the Architect, his designated representative or the local plumbing inspector. Additional test as may be required by the plumbing code, plumbing inspector or fire department shall be satisfactorily passed. Certificate of approval shall be obtained from inspection bureau and delivered to the Architect. A. Water lines shall be tested to a hydrostatic pressure of 125 psi for 24 ours, or as approved by code. B. Sian tam i in After installation of sanitary piping and before pip- ~ng is concea ed, ends of system shall be capped or plugged and all lines shall be filled with water to 10 feet and allowed to stand until a thorough inspection has been made - a minimum of 3 hours. Should any leaks appear, they shall be remedied and the test repeated until the system is tight. 7. TECHNICAL DATA At completion of project, submit to Architect three bound brochures of technical data for all installed equipment. 8. GUARANTEE "' Contractor shall guarantee all materials, equipment and workmanship to be in strict accordance with specifications and drawings and shall replace free of charge for one year after date of final acceptance of work any material or equipment which becomes worthless or inoperative because of defects of material or workmanship. Any necessary cutting, patching or painting which may be required due to replacement of materials or equipment shall be performed by Contractor at his expense and to the satisfaction of the Architect. 9. STANDARDS, CODES, REGULATIONS AND PERMITS All equipment, devices, apparatus, piping and all installations shall be in full compliance with all applicable standards, requirements, rules, regula- tions, codes, statutes and ordinances of City, County, and State govern- ments, the Owner's insurance company, local utilites and labor regulations. Any changes required to conform to any of the above shall be made without any increase in contract price, after approval in writing by Architect. This contractor shall, at his own expense, obtain all necessary permits and pay all necessary pollution charges, legal fees and other charges pertaining to his portion of the work. 10. AS-GUILTS Complete As-Built drawings shall be submitted to Architect in triplicate, on new prints as furnished by Architect. See also As-Built requirements of Publix and Walgreen. -31- DIVISION 17 ELECTRICAL - GENERAL 1. SCOPE: A. Furnish all labor, materials, services and skilled supervision necessary for construction, erection, installation and connection of all elec- trical wiring, accessories, or equipment specified herein or shown on drawings, in a first class manner. Failure to mention any specific items necessary for a complete operating system shall not excuse Sub- contractor from furnishing and installing same. B. Initial contract shall include all work as shown on Sheets 13, 14 and 15 of contract documents, plus all work required for complete operation of Publix Supermarkets and Walgreen Drug, as shown on their individual drawings, and per their individual specifications included herewith. Subsequent work to individual Tenants shall be in future contracts. C. Do all work in strict accordance with latest requirements of National Board of Fire Underwriters, National Electrical Code, City and County Electrical Codes and any other governmental agencies having jurisdiction. D. Obtain and pay for all permits, and deliver certificates to Architect. E. Submit shop drawings and brochures on all equipment and lighting fix- tures in quadruplicate. Submit three (3) bound brochure booklets of instruction and maintenance care, at end of project. F. Maintain and submit "As-Built" drawings at end of project in triplicate, on new prints as furnished by Architect. 2. INTENT A. It is the intention of these specifications and drawings to call for finished work, tested and ready for operation. Wherever the word "provide" is used, it shall mean "furnish and install complete and ready for use". The term "Sub-Contractor" and all general, installation, material and system specifications in Electrical Division refer to requirements to be met by Electrical Contractor or Sub-Contractor. Work or materials by others will be specifically indicated. B. Items called for, implied or normally part of a system, as indicated by either plans or specifications, shall be provided as if called for by both. Minor details not usually shown or specified, but necessary for the proper installation and operation, shall be included in the work, .the same as if herein specified. C. Drawings are diagrammatic and indicate the general arrangement of equip- ment and systems included in the contract. Drawings are not to be scaled. The architectural drawings and details shall be examined for exact location of fixtures and equipment. Where fixtures and equipment are not definitely located, the information shall be obtained from the Architect. -32- PUBLIX AND WAL6REEN DRAWINGS AND SPECIFICATIONS SHALL BE FOLLOYED EXPLICITELY, UNLESS DEVIATION APPROVAL IS OBTAINED FROM THEIR RESPECTIVE REPRESENTATIVES D. The Sub-Contractor shall carefully examine the Architectural, Struc- tural, Electrical and Mechanical Drawings prior to submitting his bid and notify the Architect of discrepancies, omissions, conflicts or interferences which occur between drawings and specifications. If directed by the Architect, the Sub-Contractor shall, without extra charge, make modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. E. The Sub-Contractor shall be responsible for providing proper protective measures when working in all areas. He shall repair, replace or touch up all finished surf aces which may be damaged as a result of his work or operations. F. The Sub-Contractor shall carry suitable insurance as prescribed by law and as required under the General Conditions paragraphs for the protec- tion of his employees, other persons, materials and equipment on the building site. G. All cutting and patching of walls, partitions, floors, concrete, pits and chases in wood and masonry, will be done by the Sub-Contractor as provided in the drawings or as directed by the Architect. All cutting of main structural parts must be approved by the Architect prior to cutting. Any damage done by the Sub-Contractor shall be repaired by the Sub-Contractor to the satisf action of the Architect. H. The Sub-Contractor shall perform any excavation and backfill required for work in this Division. Cutting, replacement and restoring of curbs, walks, concrete and paving required by the excavation shall be done by the Sub-Contractor. It shall be noted that a piling support system will be used under these buildings. 3. MATERIALS A. Use only new materials, equipment and apparatus of latest and best de- sign and manuf acture. All materials shall be Underwriters Laboratories approved and shall bear their label. B. Materials and equipment are shown or specified by a single or by mul- tiple manufacturers to indicate quality, material and type of construc- tion desired. It shall be the Sub-Contractors' responsibility to ascer- tain that manufacturer's products specified are identical or compatible with equipment; and that size and arrangement of equipment is suitable for installation. C. All requests for substitutions shall clearly and specifically indicate any and all differences or omissions between the product specified as basis of design and the product proposed for substitution. If the ap- proved substitution contains differences or other omissions not specifi- cally called to the attention of the Architect, the Architect reserves the right to require equal or similar features to be added to the sub- stituted product at the Sub-Contractor's expense. -33- 4. SHOP DRAWINGS Before ordering any materials or equipment, and within 15 days after award of Contract, the Sub-Contractor shall submit to the Architect one complete """ schedule showing the make type, manuf acturer's name and trade organization of all equipment. This schedule shall be accompanied by six (6) copies of the manfuacturer's printed specifications and shop drawings for each piece of equipment or specialty and shall give dimensions, capacity or rating, kind of material, finish, guarantee, etc., and such other detailed informa- tion as the Architect may require. 5. WIRING INSTALLATION A. Ail wiring shall be installed in heavy wall schedule 40 PVC conduit, rigid steel conduit or thinwall conduit (EMT). Conduit shall be run concealed in general, unless otherwise shown or indicated on the drawings. B. Lighting home runs may be indicated as individual conduit runs for the purpose of identification. C. All conduit, panel board and equipment shall be grounded. Color code shall be adhered to for a]1 grounding and grounded conductors. D. Where sizes are not indicated or shown on the drawings for junction boxes, a 4" square galvanized junction box with blank cover shall be used. E. The Sub-Contractor upon completion of the installation, shall make tests '"" for operation, short circuits, and ground faults with and to the satis- f action of the Owner and the Architect. F. Provide grounding for the entire electric installation as indicated on the drawings and specified herein, as required by Codes. 6. CONDUCTORS A. Conductors for 120 and 208 volt circuits shall be soft drawn copper wire with 600 volt insulation. Type TW or THW as indicated on plans. B. Use no wire smaller than No.12 AWG for 120 and 208 volt circuit. Branch circuits shall be color coded. C. Make splices and taps with approved solderless lugs and taped connectors. 7. CONDUIT AND CONDUIT INSTALLATION A. Below ground, in concrete slab-on-grade conduit shall be as follows: Heavy wall Schedule 40 PVC or rigid galvanized steel conduit. All con- duit shall be continuous to first outlet or panel. Transition to thin- wall conduit (EMT) at floor level. Underground conduit shall be a mini- mum of two (2) feet below construction grade or as indicated on the -34- plans. Minimum size underground conduit shall be 3/4". Concrete en- casement of conduit shall be a minimum of one inch (1"), conduit not en- ~,,, cased in a minimum of one inch (1") of concrete shall be considered as underground. B. Above grade or above slab-on-grade, install thinwall galvanized conduit (EMT). Conduit connectors and couplings shall be compression type. No set-screw connectors and couplings will be allowed. Tubing bushings and connectors with insulating molded throats shall be used. C. Where it is impractical to use conduit or tubing, short runs may be used with approved galvanized flexible conduit. Where flexible conduit is used outdoors it shall be liquid tight with approved fittings. D. Where conduit enters boxes, clamp rigidly to box by bushing lock-nut inside and lock-nut outside. Conduit shall enter box squarely. E. Run conduit in straight lines at right angles to or parallel with walls, beams or columns. Support conduit with conduit straps, suitable clamps or hangers to provide rigid installation. Perforated strap hangers will not be accepted. F. All conduit runs are diagrammatic; exact locations shall be determined in the field. G. Where conduit straps, cabinets, boxes, etc., are to be fastened to walls, slabs, etc., same shall be securely fastened by means of lead ,,, cinch anchors and expansion bolts or approved equal anchors. Bolts for exposed work shall be cadmium plated. 8. SWITCHES AND RECEPTACLES A. For safety or disconnect switches, use only heavy duty rated fused or unfused switches. Outdoor enclosures shall be NEMA 3R. B. Use 3-wire grounding type receptacles for convenience outlets; duplex combination 3-wire 20 AMP, 125 Volt; capable of receiving either standard 2-prong plug or 3-prong polarized grounding plug. Duplex outlets shall be BRYANT N0. 5352 with cover plate BRYANT N0. 63101 or approved equal. 9. TELEPHONE The cable installation for telephones shall be provided by the telephone company. Cabinets and conduits shall be provided and installed by the Electrical Sub-Contractor, as shown on the plans. Individual tenants in-store work not included in this initial contract, except for Publix and Walgreens. 10. LIGHT FIXTURES A. Provide light fixtures as indicated on the plans. Catalog numbers are for convenience only. An error, catalog changes or obsolescence shall not excuse the Sub-Contractor from furnishing units of type, quality and -35- style given in the plans. Consult with the Architect for any request for substitutions. Failure to order fixtures in time will be no cause for substitutions. B. Lighting fixtures shall be installed complete with all hangers, coup- lings, end plates, hardware and lamps. Additional support or inde- pendent metal hangers shall be provided to avoid deflection of ceiling system by the lighting fixtures. Recessed fixtures shall be flush and without visible cracks between ceiling and trim. Exterior fixtures shall have gaskets to prevent entrance of insects; masonry joints shall be filled with grout under fixtures bases. C. Mounting or trim hardware in contact with sprayed acoustical plaster shall have finish which will prevent corrosion of the metal parts. 11. PANELBOARDS A. Furnish and install circuit breaker panelboards as indicated in the panelboard schedule and where shown on the plans. B. Panelboards shall be of a dead-front safety type, equipped with thermal- magnetic molded case circuit breakers with frame and trip ratings as shown on the schedule. C. Bus bar connections to the branch circuit breakers shall be the "distributed phase" or "phase sequence" type. All current carrying parts of the bus assembly shall be plated. Mains ratings shall be in the panelboard schedule in the plans. D. Terminals for feeder conductors for the panelboard mains and neutral shall be UL listed for the type of conductor specified. Terminals for branch circuits wiring, both breaker and neutral, shall be UL listed for the type of conductor specified. E. The panelboard bus assembly shall be enclosed in a steel cabinet. The size of the wire gutters and gauge of steel shall be in accordance with NEMA Standards and UL Standards for panelboards. The box shall be fabricated from galvanized steel or equivalent rust resistant steel. F. Fronts shall include doors and have flush, brushed stainless steel, cylinder tumbler-type locks with catches and spring loaded door pulls. Door shall be mounted by completely concealed steel hinges. Fronts shall not be removable with door in locked position. G. A circuit directory card with a clear plastic covering shall be provided on the inside of door. The directory card shall provide a space of at least 1/4" high by 3" long or equivalent for each circuit. The direc- tory shall be typed to identify the load fed by each circuit. H. Panelboard shall be listed by Underwriters Laboratory and bear the UL 1 abel . ", -36- 12. GUARANTEE A, The Sub-Contractor shall guarantee all materials, workmanship and successful operation of all apparatus installed by him, for a period of one year from the date of final acceptance of the whole work. The Sub-Contractor shall guarantee to repair or replace at his own expense any part of the apparatus which may show defect during that time, provided such defect is, in the opinion of the Architect, due to imperfect material or workmanship and not due to carelessness or improper use.. B. Equipment shall be started and tested, adjusted and placed in proper operating condition. Proper operating instructions shall be made available to Owner and Tenants. 13. RUBBISH REMOVAL At the completion of his work, the Sub-Contractor shall remove from the buildings and the premises all rubbish and debris resulting from his operations and shall leave all material and equipment furnished by him and spaces occupied by them absolutely clean and ready for use. -37- DIVISION I8 HEATING AND AIR CONDITIONING - GENERAL I. SCOPE A. Furnish and install complete, operating systems for Public Market and Walgreen Drug, fully per their plans and specifications. B. Figure the cost of furnishing and installing a complete system for each additional Tenant, as shown on plans and specified herein, noting that the unit installations wi1T be at this time, but individual store grilles, registers, thermostats, etc., though included in this price, will not be finally installed until Tenant plans are drawn and construc- tion begun. C. All duct work, registers, grilles and equipment shall be installed in locations only as shown on Air Conditioning plans. Any piping or duct work sizes not specifically shown shall be as per good, proper trade practices, for the unit capacities and sizes and they wiT1 be checked. D. Furnish and install alT controls and starters, thermostats per plans and requirements. E. Submit shop drawings to Architect for approval, before fabricating. 2. DUCT WORK Install as shown on plans. Visit job and make sure that ducts can be run substantially as shown. Any serious deviation shall be approved in writing before making such change. All ductwork shall be Owens-Corning Fiberglas 1" duct, type HD-FR, or galvanized sheet metal with 1" rigid insulation inside, or as specifically directed by Publix or Walgreens. 3. AIR DEVICES Shall be Metalaire, or equal, of series and sizes as shown on plans, or as specified by Publix and Walgreens. 4. E UIPMENT A. Equipment sha1T be Trane, Carrier or other as noted. 6. Furnish and install electric strip heaters, of proper voltage, in supply dUCt system, per proper trade practices, wherever scheduled. Electrical connection by Electrical Contractor. C. Furnish all temperature control equipment, magnetic motor starters, contactors for electric strip heaters, and wiring diagrams and instructions. Direct the installation work of Electric Contractor. -38- D. Work by Others (1) Unit supports by General Contractor, as directed by A/C Contractor. (2) Roof Flashing by Roofer. (3) A/C System wired complete by Electrical Contractor, under direction of A/C Contractor, who will supply all temperature control equipment, etc. as stated above. 5. COMPLETION OF WORK The intent of these plans and specifications is to convey as reasonable as possible the requirements for a complete job ready for the stores to operate. All contractors are to contemplate necessary minor work or adjustments associated with finishing to completion. The contractor shall request clarification of any items of which he might not clearly understand before submitting bids. 6. GUARANTEES All air conditioning systems shall be guaranteed for a period of one year. This guarantee shall include, in addition to replacment due to manufacturing defects, the refrigerant and any necessary labor for replacement of any parts of the system, and any necessary adjusting and balancing of systems required for proper operation. -39- DIVISION 19 MECHANICAL AND ELECTRICAL GENERAL CONDITIONS WALGREEN DRUG 1. GENERAL INSTRUCTIONS FOR ALL MECHANICAL AND ELECTRICAL CONTRACTORS This section applies to all mechanical and electrical work. The general specifications are a part of these specifications and the Mechanical and Electrical Contractors shall consult them. The specifications are such that a specific section may have detailed information with regard to other trades, therefore, it is imperative that all sections be checked to get a complete picture of all other trades and work required. 2. INTENT OF PLANS AND DRAWINGS The Walgreen drawings, which constitute an integral part of this contract shall serve as the working drawings. They indicate the general layout of the complete Mechanical and Electrical system. "Field verification of scale dimensions on plans is directed since actual locations, distances and levers will be governed by actual field condi- tions." A11 measurements shall be verified at the site. The Mechanical and Electrical Contractors shall check architectural, struc- tural, plumbing, heating and ventilating plans to avert possible installa- tion conflicts. Should drastic changes from original plans be necessary to resolve such conflicts, the contractors shall notify the Architect and Walgreens, and secure written approval and agreement on necessary adjustments before the installation is started. Discrepancies shown on different plans or between plans and actual field conditions, or between plans and specifications, shall promptly be brought to the attention of Walgreens for a decision. The drawings and specifications are intended to cover the completed instal- lation of systems to function as described. The omission of the expressed reference to any item of labor and material necessary for the proper execu- tion of the work, in accordance with present day practice, codes, etc. shall not relieve the contractor from providing such additional labor and materials. The contract drawings serve as working drawings for the general layout of the various services, etc. However, layout equipment accessories, special- ties, piping systems and conduit run, are diagrammatic unless specifically dimensioned and do not necessarily indicate every required valve, fitting, transition, turning vane, junction box, pull box, conduit size, etc. It will be the contractor's responsibilit to provide all s stems complete and o era e. a contractor to ma a ie veri ication on a services, systems, etc. so that total work required and cost to be included in his base bid. -40- 3. RECORD DRAWING Each Contractor shall furnish Walgreens with an accurately marked "As Built" prints showing the location of all concealed or underground lines, controls, valves, tanks, and other equipment. 4. CUTTING AND PATCHING All cutting required shall be done by the Contractor whose work is involved, without extra cost to Walgreens. All patching and restoration including the furnishing and installation of access panels in ceiling, walls, etc. within the buildings lines shall be done by the General Contractor. No cutting of structural steel, concrete or wood shall be done without prior approval and explicit directions of the Architect and Walgreen Company. All duct openings in walls, floors, ceiling and roof shall be cut and patched by the General Contractor. 5. (WALGREEN SPEC. NOT APPLICABLE) 6. (WALGREEN SPEC. NOT APPLICABLE) 7. FLOOR SLEEVES The Plumbing Contractor shall furnish all floor sleeves as shown on the plans. Sleeves shall be extended 2" above the floor unless noted otherwise and shall be galvanized steel pipe and of the sizes and locations indicated on the drawings. The Contractor responsible for running the pipes in the sleeves shall caulk all the space between pipes and sleeves with oakum and seal with mastic cement. 8. ELECTRICAL MOTORS Each Contractor shall provide all electrical motors and magnetic starters as required for his work. Check voltage of building before ordering each unit. 9. ELECTRICAL WIRING The Electrical Contractor shall furnish all wiring required for the opera- tion of motors and controls. 10. GAS PIPING The Heating Contractor shall (unless local jurisdiction requires the Plumb- ing Contractor) who shall then provide a complete system of gas piping ex- tending to each and every piece of equipment requiring same, including valves, pipe fittings, hangers, supports, and all other necessary appur- tenances, including gas pressure regulators. Also piping for automatic shut-off controls on all gas service equipment below grease hoods. This contractor shall rough-in and connect all fixtures and equipment to be furnished by Walgreens. This shall include all gas piping required to completely connect the equipment as indicated on the plans. All gas piping shall be standard weight black steel with standard weight malleable fittings. -41- 11. WORKMANSHIP AND INSTALLATION The work under the Mechanical and Electrical Contracts shall be performed by workmen skilled in that particular trade and include all work necessary to properly complete the installation in a workmanlike manner so as to present and a neat and finished appearance. Walgreens shall decide whether or not the finished piece of work is satis- factory and in their judgement, if any material or equipment has not been properly installed or finished, this contractor is obligated to replace the material or equipment wherever required and to reinstall the material or equipment in a manner entirely satisf actory to Walgreens, without costs to Walgreens, and at this Contractor's expense. 12. DAMAGE TO OTHER WORK Each contractor will be held rigidly responsible for all damages to the work of his own or any other trades resulting from the execution of his work. All damages as a result of each contractor's operations shall be repaired or the damaged portions replaced by the respective trade having originally performed the work, all to the entire satisfaction of Walgreens, and all cost, therefore, shall be borne by the contractor responsible for the damage. This shall include damage to the building, etc. 13. CONCRETE FOUNDATION (if required) Concrete foundations for General Contractor, but foundation bolts and all prior to the pouring of shall be as indicated or 14. LARGE APPARATUS ail mechanical equipment shall be provided by the the respective mechanical contractors shall furnish essential information and shall check the work concrete to insure acceptable results. Foundations as recommended by the equipment manuf acturers. All large pieces of equipment which are to may be too large to pass through stairways, brought on the job and placed in the proper structure is completed, unless arrangements to permit access at a later date, resulting Walgreens. 15. ROUGHING IN FOR CONNECTION TO EQUIPMENT be installed in the building that doorways, or shaft, shall be space before the enclosing are made with other contractors in no additional cost to It shall be the responsibility for each contractor to study the Architec- tural, Structural and Electrical drawings as well as the Mechanical draw- ings, and confer with the various trades involved and also check with the suppliers of equipment in order to properly rough -in for all equipment. Roughing-in shall include electrical conduit, hot and cold water piping and waste and vent piping, gas piping, air piping, steam or hot water piping, refrigeration or cooling piping and the ductwork. Roughing-in shall include pipes or ducts stubbed into finished space and accessible for later connec- tion to equipment. -42- 16. GUARANTEE Each contractor shall guarantee each complete system, for a period of one year from the date of acceptance of the work by Walgreens and Owner to be free of defects of material and workmanship and that any faulty materials or workmanship will be replaced or repaired at no cost to Walgreens or Owner. 17. COOPERATION There shall be complete cooperation with all other trades in the matter of planning and execution of the work. Every reasonable effort shall be made to prevent conflict as to space requirements, dimensions, locations, leaving of openings, or other matters tending to obstruct or to delay the work. 18. VIBRATION ELIMINATORS Rotating or reciprocating equipment ducts, piping, etc., shall be isolated from the structure by means of approved vibration absorbing units as provided or recommended by the equipment manufacturer, or Architect. 19. MATERIAL AND EQUIPMENT All materials and equipment shall be new and of the best quality used for the purpose in good commercial practice, and shall be the standard product of reputable manuf acturers. The material and equipment must meet approval of state and local codes in the area it is being used. 20. SPECIFICATION BY BRAND NAME Where materials, equipment, apparatus or other products are specified by manufacturer, brand name, type or catalog number, such designation is to establish standards of desired quality and style and shall be the basis of the bid. Materials so specified shall be furnished under the contract, unless changed by mutual agreement. Where two or more designations are listed, choice shall be optional with the contractor. 21. MATERIAL SUBSTITUTION The name of an article or its make, as given in the Specifications and draw- ings, is used to establish a standard for the guidance of the Contractor. He may propose substitution of other material or equipment (unless specifi- cally stated no substitute accepted). Should the contractor propose to furnish materials and equipment other than those specified, as permitted by the "or equal" clauses, he shall submit a written request for any or all substitutions to Walgreens, through the Architect. Such a request shall be accompanied with complete descriptive and technical data for all items (manuf acturer, brand name, catalog number, descriptive literature and capacity tables) stating in each case what addition to or deduction from the main bid is to be made if such alternates are accepted. Where such substitutions alter the design or space requirements indicated on the plans, the contractor shall include all items of cost for the revised design and construction including cost of all allied trades involved. -43- Walgreen Drug Stores Facilities Planning and Design 200 Wilmot Road Deerfield, IL 60015 Acceptance or rejection of the proposed substitutions shall be subject to the approval of Walgreens, and if specific approval in writing is not received, it is understood that the requirements as outlined in the Walgreens plans and specifications are to be met. 22. ACCESSIBILITY Place no valves, traps, controls, unions, pull boxes, etc. in any system at a location that will be inaccessible after construction is completed. Maintain accessibility for all components in duct, electrical and piping systems. 23. VISIT TO SITE Each contractor is directed to visit the site to verify dimensions and existing conditions, and will thoroughly inform himself regarding grades, space conditions, limitations and peculiarities of construction required for the building and site, and will give due consideration to same in preparing his proposal, as no exceptions will be considered after award of a contract, nor will the contractors be entitled to any extra compensation for their failure to verify conditions at the site. 24. PERMITS, INSPECTIONS AND TESTS All work is to be executed in compliance with, and each contractor is to observe and abide by, all applicable laws, regulations, ordinances, and rules of the National, State, County and Local governing agencies, or any other duly constituted Public Authority. Each contractor will, at a]1 times, maintain proper facilities and provide safe access for inspection to all parts of the work and to the shops wherein the work is in preparation. No work will be enclosed or covered until approved by the Architect, and should any work be enclosed or covered before all necessary inspections are completed, same will be opened for examination at the contractor's expense. 25. CONSTRUCTION SUPERINTENDENT The term "Construction Superintendent" shall herein be referred to synonymously as Walgreens Construction Superintendent. 26. PERFORMANCE OF WORK All work outlined in the various mechanical sections shall be done by the Landlord and the term "Contractor" shall herein be referred to synonymously as the Owner's Contractor. -44- DIVISION 20 ELECTRICAL WORK - WALGREEN DRUG 1. GENERAL INSTRUCTIONS The party performing the work as outlined in this section shall be herein referred to as the Electrical Contractor. The General specifications and Division 19, Mechanical and Electrical General Requirements, shall be considered a part of these specifications. 2. SCOPE OF WORK The work covered by this Specification shall include furnishing all labor, tools, material, equipment and services to construct and install the com- plete electrical system as shown on the accompanying plans and as specified herein. This work shall include: A. Service entrance equipment to be copper, including main distribution equipment, metering, transformers, secondary distribution equipment and feeders. Aluminum gear, wiring, etc. is not approved. B. Complete copper distribution system for lighting including the necessary transformers, feeders, distribution panelboards, branch circuits, lighting fixtures, control switches and. receptacles. C. Complete copper distribution system for power including the necessary transformers, feeders, distribution panelboards, and disconnect switches. D. Empty raceways for the telephone system and sound system as required. E. Receiving, handling, setting and connecting motors and controls. F. (Not Applicable). G. Furnish and install a complete emergency lighting and/or Exit lighting system. H. Furnish and install all conduit and wiring for temperature control system. Wiring to be copper. 3. WORK NOT INCLUDED Certain lighting fixtures and equipment specified on the drawings will be furnished and/or installed by others. Parties responsible for this work or portions of this work, shall be as shown and described on the drawings. 4. CODES, ORDINANCES AND PERMITS All permits, licenses, stamping, approvals and other arrangements for work shall be obtained by the Electrical Contractor at his own expenses. All electrical work shall be executed in strict accordance with the latest edition of the National Electrical Code, the National Electrical Safety Code; all electrical ordinances of the city, county and state; and -45- all other applicable local and state Any conflict between drawings, local shall be brought to the attention of time the bids are submitted. 5. TEMPORARY LIGHT AND POWER codes are the minimum requirements. power company or codes, laws, etc. the Architect by this contractor at the Electrical Contractor shall furnish all labor and material required to provide temporary light and power. The Genera] Contractor shall pay all charges for electric current used for temporary lighting and power. 6. ELECTRICAL SERVICE Electrical service and meters shall be installed as shown on plans and shall conform to the requirements of serving utility and codes. The type and voltage must be checked with serving utility and any conflict between drawings and utility shall be immediately brought to the attention of the Architect. 7. PANELBOARDS AND CABINETS Electrical Contractor shall furnish and install copper power and lighting panelboards and cabinets as shown on the drawings and as further specified herein. Panelboards shall be manuf actured by G.E., Westinghouse, I-T-E. Provide switches sized at 600 volts which are fusible type, horsepower rated, quick-make, quick-break, designed for use with current limiting fuses of 100,000 ampere fault current capacity or per codes but in no case less than 50,000 amperes symmetrical. Distributions panels shall be of the "dead front" fusible type, enclosed in code gauge cabinet with proper gutter supports, hinged doors and tumbler lock-in handle. These shall be pull-out type as manuf actured by above manufacturers. Distribution panelboards shall be similar and equal to General Electric Co. (copper) Type CCB. Provide a laminated Bakelite nameplate on the front of each breaker. Panelboards shall be assembled complete with Type AB bolted-in circuit breakers and spare spaces as indicated. Breakers shall be rated for service voltage as applicable and shall be equipped with both thermal and magnetic trip elements. Circuit breakers shall have interrupting capacity for avail- able short circuit, per codes but in no case shall be less than 10,000 amperes symmetrical of rated voltage. Lighting panelboards, with cabinets, shall be breaker type with thermo magnetic trip quick-make and quick-break and trip free handles. For circuits that are not to be turned off, use handle lock off. Breakers for 120/208/240 volt panels shall be similar to General Electric Bolted-in as furnished in NLTQ lighting panels. Breakers for 277/480 volt panels shall be similar to General Electric Bolt-in Type TEF as furnished in NHB lighting panels, Panels to be sized for minimum 15~ spare spaces. 8. SWITCHES - DISCONNECT AND SAFETY The Electric Contractor shall furnish and install fusible and/or non-fusible safety switches where indicated on the plans or required by code. Switches shall be of the positive-action, quick-make, quick-break, type with -46- interlocking cover that prevents opening door when the external operating handle is in "on" position. Switches outside the building shall be NEMA type 3R raintight enclosures. 9. CONDUIT Unless otherwise noted, all conduit shall be hot dipped, galvanized rigid steel. Conduit shall be sized as indicated on the plans, or required by the NE code for number and size of conductors installed. All conduit joints shall be cut square, threaded, reamed smooth and drawn up tight. Bends or offsets shall be made with standard conduit ells, field bends made with an approved bender or hickey, or hub-type conduit fittings. Number of bends per run shall conform to NE code limitations. Conduits shall be continuous from outlet to outlet, from outlets to cabinets, pull or junction boxes and shall be secured to all boxes with locknuts and bushings (insulating type) in such manner that each system shall be electrically continuous throughout. Conduit ends shall be capped to prevent entrance of foreign materials during construction. Conduits shall be securely and rigidly supported. If approved by code, electrical metallic tubing will be accepted for conduit, but shall not be buried in concrete slabs, run underground, installed exposed to the weather or in damp locations, or where subject to damage from striking after installation. 10. BOXES All outlet boxes shall be standard galvanized steel type. Furnish and install pullboxes and junction boxes where necessary in the raceway system to facilitate conductor installation. 11. CONDUCTORS All wire and cable for feeder and branch circuits shall conform to the requirements of the current edition of the NE code. All conductors shall be soft drawn copper and unless otherwise noted on the plans, branch circuit conductors shall be type "TW" insulated. Service entrance, panel feeders, wire larger than #10 shall be type THW insulated. 12. RECEPTACLE CIRCUITS No wire smaller than #12 shall be used for any branch circuit supplying convenience outlets. Branch circuit wiring shall be sized to limit the voltage drop to National Electrical Code requirements. All wire to be copper. Receptacle circuits shall be circuit breaker controlled as indicated on the plans. Receptacle for specific areas shall be of the size and type indicated on the plans and specified herein. -47- 13. LIGHTING CIRCUITS No wire smaller than #12 shall be used for any lighting branch circuit. Branch circuit wiring shall be sized to limit the voltage drop to National Electrical Code requirements. No 120 volt lighting shall exceed 1500 watts. No 277 volt lighting circuit shall exceed 3600 watts. 14. WIRING DEVICES Electrical Contractor shall furnish and install wiring devices as shown on the drawings, and specified on the schedule sheet. Wiring devices shall include all receptacles and wall switches with cover plates. Light switches shall be Hubble (A.C. rated) 1200 or 1220 series, H&H "A.C." switches, Bryant, P&S, or G.E. equals. 15. LIGHTING FIXTURES Fixtures and lamps shall be furnished as noted on plans and details. See fixture schedule and specifications herein. The Electrical Contractor shall furnish all labor and materials required to install all lighting fixtures including those furnished by others in the manner indicated in the plans and details. A. Recessed Ceiling Fixtures: The fixtures shall be Lithonia No. RC248 or RC296 recessed lighting fixtures. (U.L, listed and labels I.B.E.W.-A.F. of L.). These fixtures shall have 425 M.A. ballasts and be provided with baked white enamel reflector. The ballasts to be class "P" rated, energy saving and non-resetting protector in the power capacitor. See mounting detail on Electric Detail Sheet. No substitution of ceiling fixtures will be accepted. Guarantee one year against mechanical defects in manufacture. The STimline lamps shall be F48T12CW/SS & F96T12CW/SS as made by Sylvania. 16. INTERIOR SIGNS Interior signs, hanging brackets and receptacle shall be furnished by Walgreen. Outlet and final connections by this contractor. EXTERIOR SIGNS Exterior signs shall be furnished and installed by Walgreens sign contrac- tor, who shall make final connections to same. The Electrical Contractor shall provide outlets to the exterior face of the building or canopy as shown on the drawings. -48- 17. TESTING After wires are in place and connected to devices and equipment, the system shall be tested for shorts and grounds. All hot wires, if shorted or grounded shall be removed and replaced if trouble is within circuit. Any wiring device, apparatus or lighting fixture furnished under this con- tract if grounded or shorted, shall be removed and the trouble rectified by replacing all defective parts of materials as directed. 18. EXIT LIGHTS AND EMERGENCY LIGHTING SYSTEM Furnish and install a complete emergency lighting and/or (Exit Lighting) system. 19. TEMPERATURE CONTROL WIRING All control wiring for mechanical equipment, including unit heaters circu- lating pumps, air conditioning equipment and ventilation fans, will be installed by the Electrical Contractor, also see Division 23 in these specifications. The Electrical Contractor shall install all conduit and wiring for the air conditioning temperature control as directed and supervised by Temperature Control Contractor. 20. EQUIPMENT CONNECTIONS All equipment provided under this section of the specifications or other sections of these specifications requiring electrical service, including all equipment furnished and installed by Walgreens as indicated on the accompanying plans, shall be completely wired and connected under this Section. 21. TELEPHONE PROVISIONS All public phones and store phones shall be provided with conduit from telephone cabinet to telephone outlets. Provide 100 watt (non switch) outlet at telephone cabinet. Check with local phone company on details. 22. STARTERS, SWITCHES, ETC. Electrical Contractor shall install all starters, switches, and electrical equipment furnished under other contracts and shall furnish and install all disconnect switches and electrical items that are required for the completion of the job. -49- 23. CIRCUITING The Electrical Contractor shall provide necessary riser diagrams, panel layouts, circuiting and wire sizing, complying with all codes. Walgreens to approval final layouts, etc. before any work has started. 24. SIGN PANEL Provide sign panel as indicated on drawings to control outside lighting and signs, complete with a timer (24 hour) and switch for this panel. 25. NON-SWITCH CIRCUITS Provide lock ons for all non-swatch circuits as indicated on plans. 26. LABELING: All circuits shall be labeled, chart shall be securely mounted on the inside of electric panel box doors. DIVISION 21 PLUMBING WORK - WALGREEN DRUG 1. GENERAL INSTRUCTIONS The party performing the work as out]ined in this section shall be herein referred to as the Plumbing Contractor. The general specifications and Division 19, Mechanical and Electric General Conditions, shall be considered a part of these specifications. 2. CODES, ORDINANCES AND PERMITS AT1 permits, connection fees, tap fees, licenses, approvals and other arrangements including plumbing, riser diagrams, if required, shall be obtained by the Plumbing Contractor at his own expense. Should any changes be necessary in the drawings or specifications, to secure such approval, this contractor shall include in his bid all costs for such changes to comply with these departments, without extra cost to Walgreen Drug Stores or Owner. It will be this contractor's responsibility to provide all systems complete and operable. -50- 3. PIPING IN GENERAL All pipes shall be run with proper grades to provide for easy draining. They must be thoroughly reamed and cleaned before installation. This con- tractor shall consult and cooperate fully with the other Piping Contractors as to obtain the proper grouping of pipes and to avoid interference. Pipes run overhead shall be placed as close to the ceiling as possible to maintain proper headroom and to present a neat appearance, all consistent with the correct pitching of pipes. The plumber shall consult construction superin- tendent before installation of any pipe lines which will reduce the proper headroom in any way. Piping shall be run as shown on the drawings, but the construction superintendent reserves the right to make slight changes, with- out extra charge, to avoid interference with other work, or unforeseen structural interference. 4. COMPRESSOR WASTE Condenser wastes from refrigeration compressor and condensate waste from air conditioning units, etc. shall discharge into minimum 3 inch trapped vented open funnel drains connected to the sewer. 5. SCOPE OF WORK The party performing the work of this section, herein referred to as the "Plumbing Contractor", shall furnish all materials, tools, equipment, labor and services and shall pay all costs of whatever nature, as may be neces- sarily expended, for a proper workmanlike and operable installation, and the completion of all plumbing and related work as shown in the drawings, as herein specified and/or as reasonably implied thereby. The work shall include if applicable: A. Complete system of sanitary, soil waste and vent piping connecting each and every plumbing fixture or other piece of equipment requiring same, with sanitary sewer including grease-traps, pipe, floor drains, fit- tings, and other necessary appurtenances. B. Complete system of storm water drainage including downspouts, roof drains, pipe, floor drains, fittings and other necessary appurtenances. C. Complete system of cold water supply and distributing piping of hot and cold water connecting to each and every plumbing fixture, cooling tower, evaporative condenser, or other pieces of equipment requiring same, including shut-off valves, (for each piece of equipment); hangers, supports, and other necessary appurtenances. D. Cold water supplies to refrigeration condensers. E. Funnel or other drains for air-conditioning units, refrigeration and fire protection piping. F. All floor sleeves as shown on plans. G. All plumbing fixtures, except as hereinafter noted. H. All pipe covering. -51- I. Hot water heater (see Paragraph 17 herein). J. Also inc]uded are the connections to the supply lines of the fixtures and outlets for equipment furnished by Walgreens as indicated on the accompanying plans. K. Complete systems noted above to be connected to adequate source of supply or disposal, unless otherwise specified sha]1 be the local public utility company or municipality commonly serving the area. It will be this contractor's responsibility to provide all systems complete and operable. 6. VENT PIPES All vent pipes that pass through roofs shall be kept reasonably distant from the walls to permit proper application of build up roofing and base and counter-flashings. All vent pipes shall be flashed with 3 lbs. sheet lead turned down into pipe. 7. FLOOR DRAINS Furnish and install all floor drains; unless otherwise indicated on draw- ings, drains shall be 3" Jos am #303-35ASF, Zurn-415 cast iron body, caulked outlet, 6" diameter, nickel-bronze strainer, Smith or Wade equals. 8. PIPE COVERING All exposed and concealed hot and cold water piping shall be covered with Armstrong's Armaflex 22 pipe insulation 1/2" thickness. All joints shall be sealed with Armstrong 520 adhesive. Al] fittings to be insulated with miter cut pieces of insulation assembled on the job using Armstrong 520 adhesive. All lines running outdoors shall have insulation protected from weather by two coats of Armstrong Armaflex finish. Manufacturers installation instruc- tions shall be adhered to. Owens-Corning 0-C Flexible tubing 1/2" thickness, 0-C 500 adhesive and Benjamin Fosters BF-57-68 coating may be used in place of Armstrong's. 9. COLD WATER SUPPLY Provide a cold water supply and meter, or meters. If water pressure exceeds 60 PSI this contractor to furnish and install pressure reducing valve on main service line set for 50 PSI. 10. HOT WATER SUPPLY See "Hot Water Specification", Paragraph 17. 11. TOILET PARTITIONS See "Architectural Specifications". 12. CLEAN OUTS Full sized brass screw plug, cleanout plugs shall be furnished and installed at the foot of all soil and waste stacks, and at all points where shown on -52- drawings and where necessary to permit the entire drainage system of being rodded out easily. Provide cleanouts at every turn in the sink wastes. cleanouts appearing in finished floors to be Zurn Z-1326-1 which must finish flush with finished floor. cleanouts appearing in finished wall to be Zurn Z-1350-2 which must finish flush with finished wall. Soil and waste piping run in the earth under the first floor slab shall have cleanouts of double eight bends and finish flush with floors. All cleanouts must be in accessible positions. Equal cleanouts by Josum, Wade, or Smith acceptable. 13. PLUMBING FIXTURES AND SCHEDULES The Plumbing Contractor shall furnish and install all plumbing fixtures indicated on the drawings and as specified in the Schedule below, checking each unit specified to see that all local codes, etc., are met. (Kohler, Crane or Eljer equals). 14. PLUMBING FIXTURES SCHEDULE A. Closets American Standard No. 2222.016 "Madera" elongated, siphon jet, vitreous china water closet complete with church, solid plastic, black, open front seat with check hinge, less cover, china bolt caps, Sloan "Crown" 110FYV flush valve with vacuum breaker and screw driver stop, etc. Provide one American Standard No. 9468.018 complete with seat, faucets, etc., for elderly in each of two toilet rooms. B. Lavatories American Standard No. 4300.042 "Ledgewood" 19" x 17" acid-resisting enamel, cast iron, wall hung lavatory, complete with combination supply and pop-up drain fitting with aerator, 2303.154 3/8" flexible supply pipes with stops, 1-1/4" No. 4401.014 C.P. cast brass P-trap, wall hanger, etc. C. Urinals American Standard No. 6500.011 "Washbrook" vitreous china wall hung urinal complete with Sloan "Crown" 186 VVQYF flush valve with vacuum breaker and screw driver top, wall hanger, etc. D. Service Sink: American Standard No. 7692.046 "Lakewell" cast iron acid-resisting enameled, 22" x 18", 8340.242 double faucet with vacuum breaker, bucket hook and hose end spout, 7798.176, 3" trap standard and 8379.018 Wm. Guard. E. Rx Sink: (see Detail #MD-13) This shall be a special Rx cabinet sink complete with faucet, etc., furnished by Walgreens with store fixtures. -53- 15. PIPING MATERIALS A. All sanitary sewers below floor shall be standard weight cast iron soil pipe. B. All waste lines within building to 5'-0" outside of building shall be standard weight cast iron pipe. All inside downspout lines from roof drains to 6" above floor shall be schedule 40 galvanized steel with cast iron drainage pattern fittings. C. Sewer pipe underground more than 5'-0" outside of building shall be vitrified clay pipe and fittings or asbestos cement building sewer pipe and fittings. D. Drain the shall be standard form the to conform with ASTM standards. Drain the shall be placed with open joint sand wrapped with building paper, set true to grade, and pitched to drain to sump. All the shall be encased with a minimum of 6" clean gravel. E, All roughing-in for plumbing fixtures, including all waste lines and all branch soil pipe below floor from plumbing fixtures shall be standard weight cast iron pipe. F, All waste and vent piping above floor to be schedule 40 galvanized steel pipe with cast iron drainage pattern fittings. G. Water main 3" diameter and over in the ground shall be class 150 cast iron water main pipe and fittings. Buried water 2" diameter and under shall be type "K" copper pipe wrought copper fittings. H. All hot and cold water lines above floor shall be heavy weight copper tubing with copper fittings, type "K". All fittings and couplings shall be soldered. I. The Contractor to check above piping materials as all must meet State and Local codes, etc. All changes must be submitted for approval with Contractor's base bid. J. Plastic pipe and fittings not approved. 16. CONNECTIONS TO EQUIPMENT FURNISHED BY WALGREENS This Contractor shall rough-in and connect all fixtures and equiment to be furnished by Walgreens as indicated on the accomanying drawings. This shall include all hot and cold water, waste, and vent piping required to completely connect the equipment. 17. WATER HEATER Provide one water heater which shall be Ruud No-RH-40-44X equipped at the factory with magnesium rods to counteract corrosion, providing hot water at 120° F. A. Furnish 3" stainless steel or transite vent flue extending to draft diverter with 3" stainless steel or transite vent connection from the diverters and continue as shown on the drawings. -54- B. Provide hot and cold water piping as shown on the drawings. A 3/4" line shall be run to each outlet, diminishing in size to suit the outlets served. C. Accessories - provide the following: (1) Thermometer in top of hot water range 30° to 24~' F. (2) Combination temperature and pressure relief valve, McDonnell and Miller #202-NF 125-195°, or Watts #140-210° where fusible plug type is required by local code. (3) Install valve with close nipple to jacket of heater. Pressure setting to be 125 lbs. (4) Pipe relief outlets to drain. DIVISION 22 AUTOMATIC SPRINKLER SYSTEM WALGREEN DRUGS 1. GENERAL CONDITIONS The Mechanical Work Division 1.9, and the General Specifications are apart of this specification. 2. SCOPE Furnish and install complete with all related items, fire protection auto- matic sprinkler system, designed and fabricated by a firm regularly engaged in this type of work and employing workmen skilled in the trades involved. Systems shall be in accordance with the latest standards of Factory Mutual Fire Insurance Company, the NFPA, the State Inspection Bureau and all local agencies having jurisdiction. It will be this contractor's responsibility to provide all systems complete and operable. Fabrication and installation shall be by experienced, competent workmen regularly engaged in the work. Work shall include, but shall not necessarily be limited, to the following: A. Connection to service main, including all required fittings, valves, etc. Service main to be brought into the building. B. Overhead sprinkler systems for entire building and all required items. The contractor shall obtain permits and pay all fees required for the work. -55- 3. DESIGN Piping in areas having ceilings shall be concealed. Piping may be exposed elsewhere but kept high as possible and working into Walgreen layout. Installation of piping and location of sprinkler heads shall be coordinated with all other items in the construction and shall not obstruct lights, air outlets, access doors and other items requiring access. Check with complete set of drawing for this location. All piping shall be free of rust and clean. Sprinkler heads in areas with finished ceilings shall be chrome plated. In Prescription Department provide sprinkler heads in lower luminous ceil- ing, 9'0" above finished floor, and upper ceiling, 10'10" above finished floor. Check location of light strips, etc. Anti-free2e systems shall be provided where required and permitted. Piping over the Sales Area shall be carefully coordinated with the ceiling suspension system, ductwork, piping and electrical work. Risers shall be located where indicated on the drawings and be equipped with variable pressure alarm valves. Valves shall be complete with all necessary items, fittings, etc. The total system to meet Walgreens and Landlord's approval. Identification tags or plates, and accessories, including alarm valve and water motor gong. Design shall allow for suitable venting and drainage of same. A11 to meet with the approval of the State Inspection Bureau and/or Factory Mutual. Provide Siamese fire department connections with drain where shown on the drawing. Hose threads shall be same as those used by the City Fire Depart- ment. Provide brass hose inlet plug with chain as approved by local fire department. Provide an outside water motor alarm with drain. Electric alarm shall be provided only if shown on the drawings or required by local code. Designs requiring cutting of structural members for passage of sprinkler pipes or hangers shall be avoided. When design, due to economy, appearance and similar aspects, denote the necessity of cutting, it shall be held to an absolute minimum, and done only with the Architect's written approval. Furnish and install all electrical devices as required. Piping at the system entrance shal] be as compact as possible to conserve floor space. -56- 4. DRAWINGS Shop drawings consisting of the following shall be furnished to the Architect: A. Layout drawing of complete overhead sprinkler system indicating relationship of all other overhead items, including lights, ducts, and ceiling air diffusers. Location of risers, piping, etc., shall be inconspicuous as possible; provide a pleasing overhead appearance and still fulfill all functional requirements. Any deviation from the drawings or specifications shall be clearly noted on the shop drawings. B. Plot Plan indicating location of all underground connections, control valve, piping and all related items. C. Location of exposed structures within 15'O" of the store and any other items or data deemed necessary by the State Inspection Bureau. D. Complete details and sections as required to clearly define and clarify the design indicated by the aforementioned layout and plot plan. E. All shop drawings prior to being sent to the Architect, must bear the State Inspection Bureau's Stamp of acceptance and/or Factory Mutual. Furnish and install, next to the sprinkler riser mains, a printed sheet, protected by glass or a transparent plastic cover, giving brief instructions regarding control, emergency procedure and other data as deemed necessary and approved by the State Inspection Bureau andlor Factory Mutual. Upon completion of the work, accurately mark a drawing (furnished by the Architect) showing location of all underground fire protection system piping, valves, meters, etc., as finally installed. The Contractor shall furnish the Architect with three (3) sets of the above shop drawings, stamped as indicated, and shall furnish the City with the number of drawings they require. 5. INSTALLATION Excavation, trenching and backfilling shall be in accordance with require- ments of Division 19 of the specification. Where piping passes through walls, floors, ceilings, or other building con- struction, sleeves must be used. Where exposed piping passes through finished work, chrome-plated or other finish acceptable to the Architect, solid wall plates or escutcheons shall be installed to fit snugly around piping. Where finish is not a problem, suitable plates shall be provided at each hole to assure effectiveness of construction as afire stop. All openings for piping should be anticipated and indicated on the approved and accepted shop drawings. Any additional cutting of openings must have the written approval of the Architect. The cost of cutting additional openings shall be borne by the Contractor. -57- All drain valves shall be accessible and drains carried to the nearest floor drain and arranged for full flow. Upon completion of the job, the Contractor shall furnish and install where directed, a 12 head emergency cabinet containing 21 sprinkler head, includ- ing any special heads reQuired and one head wrench. 6. TESTS Prior to connecting to the overhead sprinkler piping, the underground main should be flushed to meet the approval of the State Inspection Bureau. After completion of the installation, the entire system shall be tested to meet the approval of the State Inspection Bureau. Test papers should be forwarded to Factory Mutual. 7. ACCEPTANCE The State Inspection Bureau, after satisfying itself that the installation is satisfactory in all respects, will issue a letter of final acceptance. Letter shall be addressed to the sprinkler company responsible for the installation, prepared in triplicate and given to the Owner. After completion of all installation, texts, etc. and prior to the store opening date, the Sprinkler Contractor shall instruct the store manager in the operation of the sprinkler system. Special care shall be taken to make sure the Store Manager: A. will immediately recognize whether the main valve is in an open or closed position. B. will know how to drain the system. C. will know how to test the alarm valve. 8. GUARANTEE The entire installation shall be guaranteed fora period of one year from the building acceptance date. The contractor shall repair or replace, as directed, any defects found during the guarantee period at no additional cost to the Owner. 9. SPECIAL CONDITIONS Where .plans show curtain wall and soffit above shelving in Sales Area, this contractor to provide recessed heads in soffit. See Detail Section on location of cornice lighting, etc. -58- DIVISION 23 AIR CONDITONING, HEATING AND VENTILATION - WALGREEN DRUG 1. General Conditions The General Specifications Division 19, Mechanical and Electrical General Conditions shall be considered a part of these specifications, as shall Division 1, General Conditions. All Walgreen requirements as specified herein shall be complied with unless specifically excepted. 2. Codes, Ordinances and Permits This contractor shall promptly obtain all permits and arrange for all necessary inspection and furnish a certificate of inspection and approval from the public authorities having jurisdiction at his own expense, before any work has been started. Should any changes be necessary in the drawings or specifications to secure such approval, this contractor shall include in his bid all costs for such changes to comply with these departments without extra cost to Owner. 3. Scope of Work: This contractor shall furnish all labor, equipment, material, tools and appliances, and perform all operation in connection with the installation of all systems in accordance with the specifications and drawings. The work shall include: A. Air conditionin s stems including fresh air ducts, return ducts, insu anon, gr~ es, supp y unit, filters, fans, motors, controls, supply ducts, diffusers, fire dampers and heaters. B. Exhaust Ventilation, including fans, blowers, ducts, grilles, diffusers, ampers, etc. as s own on plans. C. Balancing of the ventilating and air conditioning systems. D. Gas piping complete. 4. ROOF-TOP AIR CONDITIONING UNITS General Sales Area Two (2) Carrier 48DD016 roof top air conditioning units, 6000 C.F.M., 5 H.P., 14.5 F.L. amps, 208 VAC, 3 phase, 60 cycle fan motor. 63.5 F.L. amps, 208 VAC, 3 phase, 60 cycle compressor. Two (2) 3/4 H.P., 4.5 F.L. amps, 208 VAC, single phase, 60 cycle condenser fans. Twelve (12) - 15"x20"x2" throw away type filters. Furnace with 180,000 B.T.U. input and 135,000 B.T.U. output. -59- Provide 5 year warranty on air conditioning compressor and 10 year warranty on heat exchanger. Provide magnetic starters, vibration eliminators, flexible connections and turn vanes. Provide screened and hooded outside air intake in return air duct. Duct to be sized for a minimum of 20% outside air unless code requires a greater quantity. Provide a hand damper in outside air intake, set for 10% outside air. All supply and return air ducts above roof to have internal insulation and sealed with G.E. Sealant. Contractor to submit air conditioning and heating equipment warranties to Walgreen's Superintendent upon completion of work. Include third thermal overload protection on all compressor motors. Compressor shall be heavy-duty, accessible for service, semi-hermetic, reciprocating type and shall not operate at speeds in excess of 1750 R.P.M,, forced feed lubrication, with minimum one stage of unloading. Provided with back seating, cap sealed suction and discharge valves, crankcase heaters and oil level sight glasses. Housings shall be weatherproofed with gasketed access doors and factory insulated. Provide with one year warranty with extended four year warranty on compres- sors with a 10 year warranty on furnaces. 5. UNIT HEATERS, RECEIVING, STOCK, CORRIDOR, ENTRANCE 1 - Hastings F-50-A, gas fired unit heater with remote thermostat. 50,000 B.T.U. input, 40,000 B.T.U. output. 1/40 H.P,, 120 VAC, single phase, 1050 R.P.M. fan motor. Provide stainless steel flue with weather cap. Provide all other usua] controls to make up a complete unit heater package. 1 - Hastings F-75-A, gas fired unit heater with remote thermostat. 75,000 B.T.U. input, 60,000 B.T.U. output. 1/40 H.P,, 120 VAC, single phase, 1050 R.P.M. fan motor. Provide stainless steel flue with weather cap. Provide all other usual controls to make up a complete unit heater package. 1 - Hastings F-100, gas fired unit heater with remote thermostat. 100,000 B.T.U. input, 80,000 B.T.U. output. 1/15 H.P., 120 Volts, single phase, 60 cycle fan. 1050 R.P.M. Provide stainless steel flue with weather cap and all other usual controls. 6. GRILLE, REGISTERS A. Supply grilles shall be Metal-Aire No. 6004 with rear opposed blade damper front louvers paralleled to short dimensions, or Kruger equals, see plan. B. Return grilles shall be Metal-Aire No. 7000, PCR-6-D-7 0° deflection, or Kruger equals, see plan. -60- 7. CEILING DIFFUSERS Shall be Metal-Aire No. 7000 PCS-CB6 with dampers, or Kruger equals. See plan for sizes, etc. 8. MOTORS Where required provide electric motors. Motors shall be N.E.M.A. standard design for quiet operation and of ample size to operate at their proper load and full speed continuously without causing undue noise or vibration. A11 motors to be drip-proof construction and have ball bearings. Provide all belted motors with guide rails, adjusting screws, anc or bolts and cast iron bed plates. Furnish standard size V belts and pulleys. Provide full voltage magnetic starters for all 3 phase motor driven equipment. (General Electric CR7006 or Allen-Bradley Bu1.709). 9. BELT GUARDS For each belt drive furnish a guard consisting of an angle iron frame with 1" mesh heavy wire guard supported and securely bolted in place, etc. to comply to local codes. 10. EXHAUST AND SUPPLY FANS All exhaust and supply fans and blowers as shown on drawings shall be furnished and installed by this contractor, unless noted otherwise. Exhaust fans shall be as manuf actured by Ilg, Greenheck, Jenn-Aire, Acme. 11. ROOF CURBS FOR DUCT OPENINGS All roof curbs required for duct openings through roof shall be furnished and installed by the General Contractor, but this contractor shall determine the exact size and locations and shall provide counterflashing. 12. GAS PIPING This contractor shall furnish all gas piping and make final gas connections to all equipment requiring gas piping including valves, pipes, fittings, hangers, supports and all other necessary appurtenances. This contractor shall rough-in and connect all fixtures and equipment to be furnished by Walgreens. This shall include all gas piping required to com- pletely connect the equipment. Also piping (see Section No. 45 in Specifi- cations) for automatic shut-off controls on gas equipment below grease hoods. All gas piping shall be standard weight black steel with standard weight malleable fittings. 13. AIR FILTERS Furnish and install 2" throwaway type replaceable filters of the size required. Provide filters for fan operation during construction, and maintain them in good condition. When construction is completed, thoroughly clean filter box, equipment and install new filters. -61- 14. LOUVERS A1T fresh air intake, combusion air intake and exhaust louvers will be furnished and installed by this contractor. Ducts ending above the roof shall be terminated with Acme "relief-vents-air- intakes: Model LA with bird screen, Jenn-Aire or Ilg equals. 15. GAS FIRED HEATERS This contractor shall furnish and install Hastings, Reznor, Janitrol, Trane, or Modine gas heaters of the BTU input capacities indicated on the drawings. Installation shall be made in accordance with the manufacturer's printed instructions. The units shall be A.G.A, approved and be complete, automatic heaters. Controls furnished with the unit shall be supplied for the specific gas type and specification and in accordance with local utility regulations. The heat exchanger shall be an integral, completed welded unit of aluminized steel composed of venturi shaped, baffle free sections welded to top and bottom header plates. In addition the following specific requirements must be met: A. Unit Heaters Controls to include summer/winter fan switch, fan and limit controls, safety pilot with 100 shut-off, electric valve, pressure regulator, main and pilot shut-off cocks. 16. FLUES This Contractor shall furnish and install all flues from heating equipment specified herein and shall be constructed of stainless steel, transite or metalbostos. Flues shall be sized and run as indicated on the drawings, or as per manufacturer's specifications. Ail interior flues to be installed. 17. SHEET METAL DUCT WORK All duct work shown on the drawings, specified or required for mechanical ventilating and air conditioning systems shall be constructed of sheet metal and erected in a first class workmanlike manner. The drawings do not attempt to show all offsets in ducts as necessary for the installation of the work. Where offsets are required, the angle of the offsets shall be as small as possible. Duct sizes indicated on the drawings are net inside dimensions. ATT ducts where shown in plan are marked with dimensions seen first. Equivalent duct sizes may be used for economy, for installation, or to avoid structural interferences, but must be submitted to Walgreens for approval. All joints to be made tight and all changes in direction shall be of the double lock type and the cross seams shall have slip cleats for top and bottom and drive cleats for the sides with the ends turned down. Where square corners are used, they shall be provided with Barber-Coleman or Titus factory built thickness turning vanes. -62- United States standard gauge shall be used to designate duct weight of all sheets. The gauge of sheets for duct sizes shall be as per latest ASHRE guides. The entire duct system throughout the building shall be rigidly supported and so constructed as to eliminate vibration or any objectionable noise when the ventilation machinery is in operation. The horizontal and vertical surfaces of duct work shall have stiffener angles of size, weight and spacing, per ASHRE guides. This contractor shall thoroughly clean out all ductwork manually and after this is completed, blow out the entire system with built-up velocity so as to properly clean the interior of all ductwork, leaving same free from all foreign matter. The above work shall be done before any painting is done or acoustic ceilings installed. Wherever branches are taken off, provide deflectors or splitters to regulate the air flow. On each deflector provide a regulator to lock the deflector in a fixed position, where accessible through access panel. Where not accessible through panel, provide a Young regulator with indicator and ceiling plate to be key operated. Furnish and install on the suction and discharge side of all fans and units, at least 4" of 10 oz. canvas with heavy clamping bands. Asbestos materials to be used on grease exhaust ducts. Fire Dam, emirs,: Provide fire dampers at all locations in ducts where required by local authority. Dampers shall be constructed as required by the local authority. Ducts shall be enlarged where fire dampers are installed to maintain free area through damper frame same as unobstructed RUH of duct. Provide access to service fire dampers. Provide tight sheet metal access doors (with gasket) hinges .and bar locks where shown or where access to plenum spaces of ducts is necessary. Access doors shall be of adequate size, and installed per local codes, see plans. 1$. DUCT INSULATION A. Ventilation Duct Work Below Roof This Contractor shall furnish and install insulation on the exterior surf ace of all supply ducts, and the outside air duct. The insulation shall consist of one layer 1" thick of Owens-Corning Fiberglass flexible ,duct insulation, Type IV with reinforce foil faced flame resistant Kraft Paper. The insulation shall be applied to the duct surf ace by means of "Laykold" or equal adhesive. The insulation shall be wrapped over the adhesive, making sure that the edges butt tightly at the joints. Apply adhesive to all joints and cover with 4" tape which matched the facing. B. Ventilation Ductwork Above Roof Line Provide 1" thick Aeroflex coated, interior duct insulation with holding clips per manufacturer's specifications on all supply and return ducts. Ductwork seams and joints shall be made up and seal with G.E. Silicone Sealant, so that it is completely waterproof. -63- 19. BALANCING AND TESTING OF THE SYSTEM The heating, ventilating and/or cooing systems installed under this contract shall be tested to demonstrate that specified capacities of the various parts of the system as shown on the drawings can be met. A direct reading velocity instrument that has been recently tested and calibrated shall be used to test the air flow in the various duct inlets and outlets. The contractor shall regulate and adjust all splatters, deflectors and dampers so that the inlet or outlet shall deliver or remove the required number of cubic feet of air per minute at the respective openings. This shall include setting up damper position for minimum outside dampers and shall be marked as same. All tests shall be conducted in the presence of the Walgreen's Construction Superintendent, or his representative and he shall be notified 2 days prior to the time of testing. The contractor shall furnish all instruments, testing equipment and personnel that may be required for the tests. The Owner shall furnish all fuel, water and electricity. The contractor shall submit to Walgreen's Mechanical Engineer Z copies of his final certified test readings with the following information: A. The quantities of air at each inlet and/or outlet, for all exhaust and supply systems. B. Static resistance in inches of water intake and discharge for each system. C. The RPM of each fan, or unit. D. The volume of air handled by each fan, or unit. MAIL T0: Walgreen Drug Stores Facilities P]annang & Design 200 Wilmot Road Deerfield, IL 60015 20. TESTING AND CHARGING REFRIGERANT SYSTEM The piping shall be pressure tested and leak tested twice in the presence of the construction superintendent, and then blown out with dry nitrogen. Expansion valves and compressor crank case are not to be pressure tested. Evacuate the system with a high vacuum pump for 24 hours, break the vacuum with the refrigerant to be used and evacuate again to 29" of mercury and reduce the moisture content to under 100 microms. Install new cartridges in the drier and charge the system with required amount of refrigerant and oil. -64- Replace any refrigerant or oil lost from the system during the guarantee (1 year) period at no expense to Walgreen Drug Stores. 21. AUTOMATIC TEMPERATURE CONTROLS A. System control wiring shall be as per these specifications and Wiring Diagram Details MD-2C2 and MD-2S2 as shown on drawings, all by this contractor unless noted otherwise. B. This contractor shall submit to Walgreen Drug Stores a complete shop drawing of the entire control system before starting work. Upon completion of all work, he shall provide four copies, As-Built, dia- grammatic layouts of the control system to Walgreen Drug Stores Engineering Department. C. All wiring and mounting of temperature control devices shall be provided under the electrical contract and shall be in accordance with all existing codes. The Electrical Contractor shall run all conduit in accordance with schematic diagram. This contractor shall provide final job wiring drawings to the Electrical Contractor for installation. D. Day-Night Sequence of Control Provide 24 hour Paragon timer which shall operate the fan continuously during the day cycle. During the night shut down cycle, the system shall not function. Provide a time for each air conditioning unit. E. Sequence of Operation Space thermostats shall maintain a room temperature of 72° F. as follows: 1. Outside temperature below 56° F. Cooling shall not be available, and furnace controls shall be energized, making heating available. The heating space thermostat (one for each unit) shall step control the furnaces. 2. Outside temperature above 56° F. Furnace controls shall be de- energized and heating not available. The cooling space thermostat (one for each unit) shall control the cooling cycle to maintain the space temperature. -65- f 38-M SPECIFICATIONS DATED: AUGUST 30, 1982 INDEX TITLE PAGE DI`/ISION TITLE DIVISION PAGE N0. 1 GENERAL CONDITIONS AND REQUIREMENTS 1-1 THRU 1-11 2 EXCAVATION AND SITE WORK 2-1 THRU 2-6 3 CONCRETE WORK AND WATERPROOFING 3-1 THRU 3-7 4 MASONRY WORK AND INSULATION 4-1 THRU 4-3 5 STRUCTURAL AND MISCELLANEOUS STEEL 5-1 THRU 5-4 6 ROOF DECK 6-1 THRU 6-2 7 ROOFING, FLASHING AND SHEET METAL 7-1 THRU 7-4 8 CARPENTRY AND MILLWORK 8-1 THRU 8-11 9 DRYWALL SYSTEM 9-1 THRU 9-2 10 LATHING AND STUCCO 10-1 THRU 10-3 ;1 GLAZING AND ALUMINUM SASH 11-1 THRU 11-2 12 STANDARD PUBLIX FRONT 13 CEILING TILES, PANELS AND INSULATION 13-1 THRU 13-4 14 TERRAZZO 14-1 THRU 14-3 15 RESILANT TILE, HARD TILE AND GRANITE 15-1 THRU 15-4 SILLS 16 PAINT AND FINISH SCHEDULE 16-1 THRU 16-11 17 MISCELLANEOUS AND SPECIALTIES 17-1 THRU 17-5 18 SUPPLEMENTARY GENERAL CONDITIONS 18-1 TH~2U 18-6 FOR MECHANICAL AND ELECTRICAL WORK 19 PLUMBING SPECIFICATIONS 19-1 TH2U 19-14 20 ELECTRICAL SPECIFICATIONS 20-1 THRU 20-17 ;?1 HEATING, VENTILATING AND AIR 21-1 THRU 21-12 CONDITIONING SPECIFICATIONS DATED: AUGUST 30, 1982 DIVISION 1 GENERAL CONDITIONS AND REQUIREMENTS 1. GENERAL CONDITIONS 1.1 "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.LA. DOCUMENT A201, STANDARD FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS, LATEST EDITION, IS HEREBY, EXCEPT AS THE SAME MAY BE INCONSISTENT HEREW[TH, MADE A PART OF THESE SPECIFICATIONS, TO THE SAME EXTENT AS IF HEREIN WRITTEN OUT IN FULL. THESE "GENERAL CONDITONS" MAY BE EXAMINED AT THE ARCHITECTS OFFICE. 1.2 WHERE ANY ARTICLE OF THE A.I.A. GENERAL CONDITIONS IS SUPPLEMENTED HEREBY, THE A.I.A. PROVISIONS OF SUCH ARTICLE SHALL REMAIN IN EFFECT. ALL THE SUPPLEMENTAL PROVISIONS SHALL BE CONSIDERED AS ADDED THERETO. WHERE ANY SUCH ARTICLE IS AMENDED, VOIDED OR SUSPENDED THEREBY, THE PROVISIONS OF SUCH ARTICLE NOT SO SPECIFICALLY AMENDED, VOIDED OR SUPERSEDED SHALL REMAIN IN EFFECT. 2. DEFINITION OF TERMS 2.1 "OWNER" SHALL MEAN, AUTHORIZED REPRESF_NTATIVE(S) OF PUBLIX SUPER MARKETS, INC., LAKELAND, FLORIDA; OR, IN THE CASE WHERE THE STORE IS BEING LEASED BY PUBLIX FROM ANOTHER PERSON, CORPORATION, OR OTHER LEGAL ENTITY, THE OWNER SHALL BE THAT PERSON, CORPORATION, OR OTHER LEGAL ENTITY WITH WHICH THE LEASE AGREEMENT FOR THE PUBLIX STORE IS MADE." 2.2 "ARCHITECT" SHALL MEAN, PUBLIX SUPER MARKET'S ARCHITECT OR HIS AUTHORIZED REPRESENTATIVE. 3. SPECIFICATIONS EXPLANATION 3.1 FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTS AND SUB-CONTRACTS, THESE SPECIFICATIONS ARE SEPARATED INTO TITLED SECTIONS. SUCH SEPARATION SHALL NOT, HOWEVER, OPERATE TO MAKE THE ARCHITECT AND ARBITER TO ESTABLISH LIMITS TO THE CONTRACTS. 4. INSTRUCTIONS TO BIDDERS 4.1 QUALIFICATION: OWNER RESERVES RIGHT TO REJECT ANY BIDDER WHO IS UNABLE TO SA"TISFY OWNER, IF REQUESTED, AS TO 1-1 QUALIFICATION OF FINANCIAL RESOURCES, PREVIOUS EXPERIENCE, ADEQUATE PLANT, AND ORGANIZATION TO PERFORM TYPE AND QUALITY OF WORK SPECIFIED AND TO COMPLETE PROJECT WITHIN TIME SPECIFIED. 4.2 OUT-OF-STATE CORPORATIONS: CORPORATIONS BIDDING ON WORK WHICH INVOLVES EMPLOYMENT OF FLORIDA LABOR MUST BE LICENSED UNDER LAWS OF STATE OF FLORIDA. SAID BIDDERS SHALL SUBMIT SATISFACTORY EVIDENCE THAT THEY HAVE BEEN DULY LICENSED TO DO BUSINESS IN THE STATE OF FLORIDA. 4.3 BIDDERS REVIEW OF CONSTRUCTION SITE: BIDDER SHALL VISIT PROJECT SITE TO ACQUAINT HIMSELF WITH SURROUNDING TERRITORY, MEANS OF APPROACH TO SITE, CONDITIONS OF ACTUAL JOB SITE, AND FACILITIES FOR DELIVERY, STORAGE, HANDLING AND PLACING OF MATERIALS AND EQUIPMENT. BIDDER SHALL ALSO COMPARE DRAWINGS AND SPECIFICATIONS WITH WORK IN PLACE IN ORDER TO BE FULLY INFORMED OF ALL CONDITIONS AFFECTING EXECUTION OF HIS WORK. FAILURE TO VISIT SITE OR FAILURE TO EXAMINE ANY AND ALL CONTRACT DOCUMENTS WILL IN NO WAY RELIEVE SUCCESSFUL BIDDER FROM NECESSITY OF FURNISHING ANY MATERIALS OR EQUIPMENT, OR PERFORMING ANY WORK, THAT MAY BE REQUIRED TO COMPLETE WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER. ALSO, NEGLECT OF ABOVE REQUIREMENTS WILL NOT BE ACCEPTED AS REASON FOR DELAY IN WORK. 4.4 BIDDERS REVIEW OF DOCUMENTS: BIDDER SHALL EXAMINE ENTIRE SET OF DRAWINGS AND ALL SECTIONS OF SPECIFICATIONS AND SHALL INCLUDE IN HIS PROPOSAL ALL WORK CALLED FOR IN HI5 SECTION OF SPECIFICATIONS, REGARDLESS OF WHETHER IT IS SHOWN ON "ARCHITECTURAL", "STRUCTURAL", "MECHANICAL", OR OTHER DRAWINGS. 4.5 LISTING OF SUBCONTRACTORS: UPON NOTICE OF AWARD, BIDDER SHALL FILE WITHIN TEN DAYS AND PRIOR TO EXECUTION OF OWNER-CONTRACTOR AGREEMENT, A COMPLETE LIST OF SUBCONTRACTORS HE PROPOSES TO CONTRACT WITH, IN QUADRUPLICATE TO ARCHITECT FOR APPROVAL OF ARCHITECT AND OWNER. 4.6 CODES, PERMITS AND FEES: EACH CONTRACTOR, AS IT APPLIES TO HIS CONTRACT SHALL COMPLY WITH ALL APPLICABLE STATE CODES, LAWS, AND REGULATIONS AS AFFECTS EXECUTION OF WORK FOR HIS CONTRACT. HE SHALL OBTAIN ALL REQUIRED CERTIFICATES, LICENSES, PERMITS, PAY ALL TAXES, CHARGES AND FEES AND POST BONDS AS REQUIRED. 4.7 TAXES: EACH BID PROPOSAL SHALL INCLUDE ALL TAXES AND SALES TAX IN EFFECT AT TIME BID IS SUBMITTED. BIDDERS WHO ARE UNCERTAIN AS TO WHAT ITEMS ARE SUBJECT TO TAX, OR REQUIRE FURTHER EXPLANATIONS OR CLARIFICATIONS, ARE REQUESTED TO CONTACT APPROPRIATE STATE AUTHORITIES. I-2 4.8 EACH BIDDER OBLIGATES HIMSELF TO THE USE OF BRANDS, MAKES AND MODELS, MATERIALS AND APPARATUS AS NAMED IN THESE SPECIFICATIONS AND ON THE ACCOMPANYING DRAWINGS, UNLESS SUBSTITUTE APPROVAL IS OBTAINED IN THE MANNER DESCRIBED HEREIN. SHOULD CONTRADICTING SPECIFICATIONS OCCUR IN PLANS OR SPECIFICATIONS REGARDING ANY ITEMS, THE GREATER OF THE TWO SHALL BE USED. 4.9 ALL ITEMS, FOR WHICH THERE IS A SPECIFIC PRODUCT OR BRAND DESIGNATED, SHALL BE SUPPLIED WHERE THE WORDS "OR EQUAL", "EQUAL TO", "APPROVED", OR OTHER SYNONYMOUS TERMS ARE USED IN REFERENCE TO MATERIAL OR METHODS, IT IS TO BE DISTINCTLY UNDERSTOOD THAT THE APPROVAL OF SUCH SUBSTITUTIONS IS VESTED IN THE ARCHITECT WHOSE DECISION SHALL BE BINDING AND FINAL TO ALL CONCERNED. 4.10 PRIOR TO BIDDING IF ANY BIDDER DESIRES TO HAVE CONSIDERATION GIVEN TO INDIVIDUALS, FIRMS, MATERIALS, BRANDS, MAKES AND ETC., OTHER THAN SPECIFIED, HE SHALL AT ANY TIME PRIOR TO FIVE DAYS BEFORE THE HOUR AND/OR DAY SET FOR RECEIVING OF BIDS SUBMIT IN WRITING, SUCH REQUEST. REQUESTS SHALL CLEARLY DEFINE AND DESCRIBE THE REQUESTED SUBSTITUTION, AND SHALL BE ACCOMPANIED BY MANUFACTURER'S LITERATURE, SPECIFICATIONS, DRAWINGS, AND PERFORMANCE DATE ALL CLEARLY MARKED, WHERE SAME IS NECESSARY TO COMPLETELY DESCRIBE THE REQUEST. REQUESTS NOT FULLY DESCRIBED WILL BE GIVEN NO CONSIDERATION. 4.11 IF REQUESTS SHALL RECEIVE ARCHITECT'S APPROVAL, OR IF ARCHITECT OR OWNER SHOULD DECIDE TO ENLARGE OR MODIFY THE SPECIFCATIONS OR DRAWINGS, SUCH APPROVALS OR ADDITIONAL INFORMATION WILL BE MADE BY ADDENDUM ONLY ISSUED TO EACH BIDDER. 4.12 AFTER BIDDING: NO SUBSTITUTIONS WILL BE CONSIDERED, EXCEPT IN CASES NECESSITATED BY STRIKES, BANKRUPTCY, DISCONTINUANCE OF A PRODUCT, ETC. SUCH REQUESTS SHALL BE IN WRITING AND BE ACCOMPANIED BY FULL DESCRIPTIVE DATA. APPROVAL WILL BE GIVEN IN WRITING. IF THE OWNER REQUESTS A CHANGE ORDER, THE CONTRACTOR WILL PROVIDE AN ITEMIZED LIST OF THOSE TRADES INVOLVED WITH THE COST OF EACH ITEM. THIS LIST SHALL ALSO INCLUDE THE OVERHEAD AND PROFIT FOR THE SUB-CONTRACTOR OR GENERAL CONTRACTOR RESPECTIVELY, NOT TO EXCEED 7%. THE SUBMITTAL OF THIS CHANGE ORDER PRICE FROM THE GENERAL CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND APPROVAL IN WRITING SHALL BE OBTAINED BEFORE WORK COMMENCES. 4.13 THE TERM "TYPICAL" WHERE USED ON THE DRAWINGS SERVES TO INDICATE THAT ALL SIMILAR ARRANGEMENTS OR CIRCUMSTANCES ARE TO BE HANDLED EQUALLY AND SIMILARLY UNLESS SPECIFIED OTHERWISE. 1-3 4.14 UNLESS OTHERWISE SPECIFIED EACH ITEM SHALL BE INSTALLED ACCORDING TO ITS MANUFACTURER'S SPECIFICATIONS AND/OR DIRECTIONS. 5. INSURANCE 5.1 EACH SUB-CONTRACTOR HEREBY AGREES TO BE WHOLLY RESPONSIBLE FOR HIS WORK; ALL LOSS OR DAMAGE OCCURING BEFORE ACCEPTANCE BY OWNER SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE, AND NO COUNTER CLAIM SHALL RELIEVE SAID CONTRACTOR FROM SUCH RESPONSIBILITY. HE IS TO BE SOLELY ANSWERABLE FOR AND SHALL PROMPTLY MAKE GOOD ALL DAMAGE OR DELAY TO OTHER CONTRACTORS, INJURY TO OTHER CONTRACTORS, TO NEIGHBORING PREMISES, OR TO PERSONS OR PROPERTY OF THE PUBLIC, BY HIMSELF OR HIS MEN, OR THROUGH ANY OPERATION UNDER HIS CHARGE, WHETHER IN CONTRACT OR EXTRA WORK. 5.2 BUILDERS RISK INSURANCE SHALL BE CARRIED BY THE GENERAL CONTRACTOR FOR THE REPLACEMENT VALUE OF IMPROVEMENTS IN PLACE AND EVIDENCE OF SUCH INSURANCE SHALL BE SUBMITTED TO THE OWNER BY THE GENERAL CONTRACTOR ON REQUEST. 5.3 EACH SUB-CONTRACTOR SHALL TAKE OUT AND SHALL MAINTAIN DURING THE LIFE OF THIS CONTRACT THE STATUTORY WORKMEN'S COMPENSATION FOR ALL OF HIS EMPLOYEES TO BE ENGAGED IN WORK ON THE PROJECT UNDER THIS CONTRACT AND IN CASE ANY WORK BE SUBLET, EACH SUB-CONTRACTOR SHALL REQUIRE THEIR SUB-CONTRACTOR SIMILARLY TO PROVIDE WORKMEN'S COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE FOR ALL THE LATTER'S EMPLOYEES TO BE ENGAGED IN SUCH WORK, UNLESS SUCH EMPLOYEES ARE COVERED BY THE PROTECTION AFFORDED BY THE SUB-CONTRACTOR'S WORKMEN'S COMPENSATION INSURANCE. 5.4 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE: EACH CONTRACTOR SHALL TAKE OUT AND MAINTAIN, DURING THE LIFE OF THIS CONTRACT, PUBLIC LIABILITY INSURANCE IN THE AMOUNT OF NOT LESS THAN $500,000.00 FOR INJURIES, INCLUDING ACCIDENTAL DEATH TO ANY ONE PERSON AND SUBJECT TO THE SAME LIMIT FOR EACH PERSON AND IN AN AMOUNT OF NOT LESS THAN $500,000.00 ON ACCOUNT OF ONE ACCIDENT, AND PROPERTY DAMAGE INSURANCE IN AN AMOUNT OF NOT LESS THAN $500,000.00 AS PROTECTION FOR HIM WHILE PERFORMING WORK COVERED BY THIS CONTRACT, FROM CLAIM FOR DAMAGES FOR PERSONAL INJURY INCLUDING ACCIDENTAL DEATH, AS WELL AS FROM CLAIMS FOR PROPERTY DAMAGE, WHICH MAY ARISE FROM OPERATIONS UNDER THIS CONTRACT, WHETHER SUCH OPERATIONS BY HIMSELF OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM. 1-4 5.5 EACH SUB-CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS CONTRACT UNTIL HE HAS OBTAINED THE INSURANCE REQUIRED UNDER THIS HEADING AND SUCH INSURANCE HAS BEEN APPROVED BY THE OWNER. HE SHALL BE REQUIRED TO-FILE WITH OWNER A CERTIFIED STATEMENT OF THE INSURANCE CARRIER THAT HE IS CARRYING INSURANCE AS HEREIN SPECIFIED. HE SHALL KEEP SUCH INSURANCE IN FORCE DURING THE ENTIRE LIFE OF THIS CONTRACT. 6. SHOP DRAWINGS 6.1 CONTRACTOR SHALL SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS OWN WORK OR IN THAT OF ANY OTHER CONTRACTOR, ENOUGH COPIES OF ALL SHOP OR SETTING DRAWINGS AND SCHEDULES SO THAT PUBLIX MAY RETAIN THREE (3) COPIES AFTER THEIR APPROVAL. 6.2 ARCHITECT'S APPROVAL OF SUCH DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS, OR SCHEDULES, OR FOR DIMENSIONS WHICH SHOULD BE CHECKED AT THE JOB. ALL SUBMITTALS SHALL BEAR THE CONTRACTOR'S APPROVAL BEFORE SUBMITTAL TO THE ARCHITECT. ALL SUBMITTALS SHALL ALSO BE BOUND TOGETHER IN SINGLE SETS FOR SPEED OF HANDLING. 6.3 IF MATERIALS TO BE ORDERED ARE EXACTLY AS SPECIFIED, THE CONTRACTOR MAY ORDER WITHOUT APPROVED SHOP DRAWINGS. HOWEVER, SHOP DRAWINGS WILL STILL BE REQUIRED BEFORE FINAL PAYMENT. CONTRACTOR IS STILL RESPONSIBLE IF MATERIAL IS DELIVERED OR INSTALLED INCORRECTLY. 7. PERMITS, ORDINANCES, CODES 7.1 CONTRACTORS SHALL GIVE PROPER AUTHORITIES ALL REQUISITE NOTICES RELATING TO WORK UNDER THEIR CONTRACT, OBTAIN OFFICIAL PERMITS, LICENSES FOR TEMPORARY OBSTRUCTION AND OBTAIN OFFICIAL PERMITS, AND PAY ALL FEES FOR THE ABOVE ITEMS, INCLUDING BUT NOT NECESSARILY LIMITED TO ENVIRONMENTAL IMPACT FEES. 7.2 THE CONTRACTORS SHALL SECURE ALL CERTIFICATES OF INSPECTION THAT MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION. THEY SHALL DELIVER SAME TO THE OWNER UPON COMPLETION OF THE WORK. 7.3 ATTEMPTS HAVE BEEN MADE TO INCORPORATE IN THESE SPECIFICATIONS THE RULES AND REGULATIONS OF CITY, COUNTY AND STATE ORDINANCES AND CODES, PERTAINING TO THE WORK COVERED BY THESE PLANS AND SPECIFICATIONS. THESE ARE PUBLIX MINIMUM REQUIREMENTS. WHERE LOCAL CODES ARE MORE RESTRICTIVE, IT SHALL BE THE RESPONSIBILITY OF BIDDERS 1-5 TO FIGURE ALL WORK PER THESE HIGHER STANDARDS, AND TO SATISFACTION OF LOCAL AUTHORITIES. 8. TAXES 8.1 PROPOSALS SHALL INCLUDE PAYMENT OF ANY SALES TAXES OR OTHER TAXES REQUIRED FOR COMPLETION OF THE WORK. 9. RESPONSIBILITIES OF CONTRACTORS 9.1 CONTRACTORS SHALL LAY OUT THEIR WORK, MAKE ALL LEVELS AND MEASUREMENTS REQUIRED, AND BE RESPONSIBLE FOR THE ACCURACY OF SAME. THEY SHALL CHECK OVER ALL DRAWINGS AND SPECIFICATIONS AND REPORT INACCURACIES, INCONSISTENCIES, OR ERRORS APPEARING THEREIN, BEFORE COMMENCING WORK. MEASUREMENTS SHALL BE FOLLOWED IN ALL CASES IN PREFERENCE TO SCALE, BUT ALL MEASUREMENTS SHALL BE CHECKED BEFORE INSTALLATION OF ANY WORK. NO ADVANTAGE SHALL BE TAKEN BY EITHER A CONTRACTOR, OR THE OWNER, OF MANIFEST CLERICAL ERRORS OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR REPORTING SAME TO ARCHITECT UPON DISCOVERY. 9.2 EACH CONTRACTOR SHALL CONSULT WITH ALL OTHER CONTRACTORS ON THE JOB AND ARRIVE AT A THOROUGH UNDERSTANDING AS TO THE LOCATION OF ALL PIPING, ETC., SO THAT THERE WILL BE NO INTERFERENCE WITH OTHER WORK. HE SHALL SUBMIT ANY CORRECTIONS NECESSARY TO BE MADE IN THE PLANS ON THIS ACCOUNT TO THE ARCHITECT FOR APPROVAL. 9.3 IN THE EVENT OF ANY QUESTION ARISING RESPECTING THE TRUE MEANING OF THE DRAWINGS AND SPECIFICATIONS, THE MATTER SHALL BE REFERRED TO THE ARCHITECT WHOSE DECISION SHALL BE CONCLUSIVE UPON ALL PARTIES TO THE CONTRACT, SUBJECT, HOWEVER, TO PRINTED CONDITIONS WITH RESPECT TO ARBITRATION. 9.4 IF AN ITEM OR PHASE OF CONSTRUCTION IS DETERMINED UNACCEPTABLE OR NOT IN ACCORDANCE WITH THE PLANS AND SPECS, BY THE ARCHITECT OR PUBLIX FIELD INSPECTOR, IT SHALL BE THE IMMEDIATE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE, REPAIR OR RECONSTRUCT THAT ITEM OF PHASE TO THE SATISFACTION OF THE ARCHITECT OR PUBLIX FIELD INSPECTOR. 9.5 EVERY CONTRACTOR SHALL ALLOW ANY OTHER CONTRACTOR OR WORKMEN AUTHORIZED BY PUBLIX OR THE OWNER, TO COME UPON THE PREMISES TO PROSECUTE ANY PART OF ANY CONSTRUCTION NOT INCLUDED IN THIS CONTRACTOR'S WORK, OR TO INSTALL ANY FIXED OR MOVABLE EQUIPMENT. SHOULD CONTRACTOR FOR ANY BRANCHES OR WORK DELAY OTHER 1-6 CONTRACTOR'S WORK, SUCH OTHER CONTRACTORS ARE TO NOTIFY THE ARCHITECT PROMPTLY IN WRITING OF SUCH DELAY, SUCH NOTIFICATION TO BE IN ACCORDANCE WITH THE GENERAL CONDITIONS. 9.6 THE CONTRACTOR SHALL AT ALL TIMES HAVE A COMPLETE UP TO DATE SET OF DRAWINGS IN THE CONSTRUCTION TRAILER. IT SHALL BE HIS RESPONSIBILITY THAT ALL OUT OF DATE PLANS OR VOIDED SETS HAVE BEEN REMOVED FROM THE JOB AND RETURNED BY SUBCONTRACTORS. 10. TEMPORARY REQUIREMENTS 10.1 GENERAL CONTRACTOR SHALL FURNISH TWO CURRENTLY ACCEPTED TYPE HYGENIC PORTABLE TOILET FACILITIES, AND MAINTAIN SAME. 10.2 PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 3/4" PIPE FOR TEMPORARY WATER SUPPLY. 10.3 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY ELECTRIC SERVICE FOR POWER AND LIGHTING. (220 VOLT, 200 AMP. 10.4 ALL TEMPORARY FACILITIES SHALL BE REMOVED WHEN THEIR USE IS NO LONGER REQUIRED. l0.5 GENERAL CONTRACTOR SHALL PAY OPERATING COSTS OF ALL TEMPORARY SERVICES. 10.6 FIELD OFFICE TO PROVIDE WEATHERTIGHT SHED OR TRAILER WITH RAISED FLOORS WITH ADEQUATE SPACE FOR CONTRACTOR'S NEEDS AND ARCHITECT'S NEEDS. 10.7 TELEPHONE TO BE INSTALLED IN FIELD OFFICE FOR DURATION OF CONSTRUCTION WORK WITH OUTDOOR BELL OR BELLS TO PERMIT HEARING RING FROM ANY PART OF CONSTRUCTION SITE. 10.8 STORAGE WILL BE PROVIDED BY A WEATHERTIGHT SHED FOR ALL MATERIALS REQUIRING PROTECTION FROM WEATHER, WITH RAISED FLOORS FOR STORAGE OF CEMENT, LIME AND SIMILAR ITEMS. 11. SUPERINTENDENT 11.1 THE GENERAL CONTRACTOR SHALL HAVE PRESENT ON THE PROJECT A PERSON (NORMALLY REFERRED TO AS THE SUPERINTENDENT) AT ANY TIME ANY WORK IS BEING DONE, EITHER BY THE CONTRACTOR'S OWN FORCES OR BY SUB- CONTRACTORS. THIS SUPERINTENDENT SHALL BE FAMILIAR WITH THE WORK UNDER WAY AND COMPETENT TO SUPERVISE THAT WORK, REPRESENTING THE CONTRACTOR IN ANY AND ALL 1-7 MATTERS RELATIVE TO THE PROJECT IN THE ABSENCE OF A PERSON SUPERIOR TO HIM IN THE CONTRACTOR'S ORGANIZATION. 12, PROTECTION OF THE WORK 12.1 AS CONTAINED UNDER GENERAL CONDITIONS ARTICLE !0 AND PROVIDED HEREIN, DURING THE COURSE OF CONSTRUCTION AND UNTIL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL MATERIALS OR EQUIPMENT DELIVERED TO THE SITE OR INCORPORATED IN THE WORK INCLUDING ITEMS FURNISHED BY OTHERS FOR INSTALLATION BY THE CONTRACTOR. MATERIAL OR EQUIPMENT SUBJECT TO DAMAGE BY VANDALISM OR WEATHER SHALL BE SECURELY STORED OR OTHERWISE PROTECTED FROM DAMAGE. 12.2 TEMPORARY BRACING OR SHORING SHALL BE USED AND MAINTAINED AS NECESSARY TO SUPPORT ALL CONSTRUCTION LOADS AND TO RESIST WINDS OF HURRICANE FORCE UNTIL.THE WORK HAS PROGRESSED TO A POINT WHEN THE WORK CAN RESIST THESE LOADS WITHOUT TEMPORARY ASSISTANCE. 13. CLEAN-UP 13.1 CONTRACTORS SHALL CLEAN CONSTRUCTION SITES DAILY OF ALL RUBBISH AND TRASH WHICH MIGHT BREED MOSQUITOES AND OTHER VERMIN, OR IS HIGHLY COMBUSTIBLE. TRASH WHICH CANNOT BE BURNED BECAUSE BURNING IS NOT ALLOWED BY LOCAL ORDINANCES, OR BECAUSE IT IS NON-COMBUSTIBLE, SHALL BE REMOVED FROM THE SITE AT LEAST WEEKLY. 13.2 THE CONTRACTOR SHALL CLEAN SWEEP THE TERRAZZO FLOOR EVERY DAY AND BE SURE NOTHING IS LAYING ON THE TERRAZZO THAT WILL STAIN IT. ALSO A DAILY CHECK OF ROLLING EQUIPMENT SHALL BE MADE FOR OIL OR BATTERY ACID LEAKS. THE CONTRACTOR SHALL CAUTION ALL SUBCONTRACTORS ABOUT PROTECTING THE TERRAZZO FROM STAINING MATERIALS SUCH AS: OIL, ACID, CHEWING TOBACCO, CIGARETTES, COFFEE, COKE AND TIRE SKID MARKS FROM ROLLING EQUIPMENT. 13.3 BEFORE CERTIFICATE OF SUBSTANTIAL COMPLETION WILL BE ISSUED, THE ENTIRE WORK AND SITE SHALL BE THOROUGHLY CLEANED OF ALL TRASH AND UN-USED MATERIAL. ALL EQUIPMENT, FIXTURES, GLASS, METAL ETC. SHALL BE CLEANED DOWN READY FOR USE WITH ALL SHIPPING LABELS, MANUFACTURER'S REMOVABLE LABELS, ETC. REMOVED. 13.4 ALL FLOORS SHALL BE MADE READY FOR USE INCLUDING WAXING AND BUFFING OF VINYL ASBESTOS TILE AND MOPPING OF CERAMIC TILE AND QUARRY TILE FLOORS AND SWEEPING DOWN FLOORS ?O RECEIVE CARPET. 1-8 14. REQUIREMENTS AND GUARANTEE 14.1 EACH CONTRACTOR SHALL PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED, REQUIRED, OR SCHEDULED ON THE DRAWINGS AND/OR HEREIN, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, AND INCIDENTALS NECESSARY AND REQUIRED FOR THEIR COMPLETION. 14.2 FURTHER, EACH CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT, TO BE FREE FROM DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE BUILDING, AND AGREE THAT HE WILL AT HIS OWN EXPENSE REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK. DAMAGED THEREBY WHICH BECOMES DEFECTIVE DURING THE GUARANTEE PERIOD. 14.3 THIS CONSTRUCTION PROJECT IS CLASSIFIED AS A "HARD HAT" AREA. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILI' AND OR HIS SUPERINTENDENT TO INSURE THAT ALL WORKERS, AN APPROVED "HARD HAT". THE GENERAL CONTRACTOR SHALL KEIrP AT ALL TIMES IN HIS "TEMPORARY OFFICE" ON THE SITE A MINIMUM OF THREE (3) "HARD HATS" SUITABLE FOR AUTHORIZED VISITORS. THESE HATS. SHALL ALSO BE KEPT IN A CLEAN AND PRESENTABLE CONDITION. THE CONTRACTOR/SUPERINTENDENT SHALL INSTRUCT ALt INDIVIDUALS WITHOU"T "HARD HATS" TO LEAVE THE SITE. i 15. ITEMS BY PUBLIX: THE FOLLOWING ITEMS WILL BE FURNISHED BY PUBLIX BUT INSTALLED AND CONNECTED BY THE PROPER TRADES UNDER THIS CONTRACT: 15.1 WATER COOLERS, WATER HEATERS, HOT WATER STORAGE TANKS AND WATER SOFTENER. 15.2 REFRIGERATED CASES, COOLERS, FREEZERS. 15.3 CLOCK (WALL CLOCK IN SALES AREA). 15.4 AL' L UTILITY TYPE SINK5 (STAINLESS STEEL). 15.5 SUPPLY AND EXHAUST FANS, INCLUDING F-1 THRU F-10 AND SF-1 AND SF-2. 15.6 SIGNS UN FACADE AND UNDER CANOPY. 15.7 ALL FIBERGLASS AND TRIM FOR WALLS IN DELI DEPT. (ROOM ~~117). 15.8 STAINLESS STEEL COUNTER TOP IN DELI DEPARTMENT AND STAINLESS STEEL BELOW HOOD IN DELI KITCHEN. 15.9 DURUS DOORS. 1-9 .cur 14. REQUIREMENTS AND GUARANTEE 14.1 EACH CONTRACTOR SHALL PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED, REQUIRED, OR SCHEDULED ON THE DRAWINGS AND/OR HER , INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, AND CIDENTALS NECESSARY AND REQUIRED FOR THEIR PLETION. '~ 14.2 FUR ER, EACH CONTRACTOR SHALL GUARANI ~ LL WORK PERF ED UNDER THIS CONTRACT, TO BE F ROM DEFEC E MATERIALS AND WORKMANSHIP A PERIOD OF ONE YEAR FR THE DATE OF THE FINAL ACC NCE OF THE BUILDING, D AGREE THAT HE WILL AT OWN EXPENSE REPAIR AND REPLA ALL SUCH DEFECTIVE W ,AND ALL OTHER WORK DAMA D THEREBY WHICH B ES DEFECTIVE DURING THE GUARANI PERIOD. 14.3 THIS CONSTRUC N PROJECT ASSIFIED AS A "HARD HAT" AREA. IT WILL BE E GENER ONTRACTOR'S RESPONSIBILITY AND OR HIS SUPERI ENDS INSURE THAT ALL WORKERS VISITORS ETC. THA TE E WORK AREA WEAR AT ALL TIMES AN APPROVED "HARD HE GENERAL CONTRACTOR SHALL KEEP AT ALL TIMES IN EMPORARY OFFICE" ON THE SITE A MINIMUM OF THREE (3) RD HATS" SUITABLE FOR AUTHORIZED VISITORS. THESE HAT L ALSO BE KEPT IN A CLEAN AND PRESENTABLE CON N. HE CONTRACTOR/SUPERINTENDENT SHALL INSTRUCT NDIV ALS WITHOUT "HARD HATS" TO LEAVE THE SITE. 15. ITEMS BY PUBLIX: TH LLOWING ITEMS ILL BE FURNISHED BY PUBLIX BUT INSTALLED AND NNECTED BY THE OPER TRADES UNDER THIS CONTRACT: 15.1 WATER LERS, WATER HEATERS A HOT WATER STORAGE TANK ~`` 15.2 REF ERATED CASES, COOLERS, FREEZ S. 15.3 C K (WALL CLOCK IN SALES AREA). 15.4 L UTILITY TYPE SINKS (STAINLESS STEEL). 15.5 SUPPLY AND EXHAUST FANS, INCLUDING F-1 TH F-10 AND SF-1 AND SF-2. 6 SIGNS ON FACADE AND UNDER CANOPY. 5.7 ALL FIBERGLASS AND TRIM FOR WALLS IN DELI DEPT. OM 4117). 15.8 STAINLESS STEEL COUNTER TOP IN DELI DEPARTMENT A STAINLESS STEEL BELOW HOOD IN DELI KITCHEN. 1-9 15.9 DURUS DOORS. 15.10 LIGHT FIXTURES AND LAMPS. 15.11 EMERGENCY GENERATOR AND TRANSFER SWITCH. 15.12 FRONT ENTRANCE DOORS. THEIR FRAMES AND OPERATORS WILL BE FURNISHED AND INSTALLED BY PUBLIX; (GLAZING AND ELECTRICAL CONNECTIONS SHALL BE IN THIS CONTRACT). 15.13 DECORATIVE PLASTIC VERTICAL PANELS IN PRODUCE AND BAKERY DROPPED CEILING AREAS AS INDICATED ON PLANS. 15.14 TERMINAL BOARD PANELS. 15.15 AIR CONDITIONING CONTROL PANEL AND HONEYWELL PANEL. 15.16 CARPETING IN MANAGERS OFFICE. 15.17 OTHERS AS NOTED HEREIN, OR ON PLANS. 15.18 PIPING FOR ALL REFRIGERATED CASES, WALK-IN COOLERS AND FREEZERS. 15.19 SAFES AND ATM MACHINES. 15.20 VACUUM CLEANER, PIPING AND FITTINGS. 15.21 BURGLAR ALARM SYSTEM (FURNISHED do INSTALLED BY PUBLIX) 15.22 REFRIGERATION FIBERGLASS PITS. 16. REFRIGERATION TRENCHES 16.1 WHEREVER REFRIGERATION PIPING IS RUN IN SHALLOW TRENCHES, AND IN UNDERGROUND PIPE, AS SHOWN AND DETAILED ON THE DRAWINGS, TRENCH AND PIPES MUST BE FREE AND CLEAR OF ALL PLUMBING OR ELECTRICAL LINES. 17. PARTIAL PROGRESS PAYMENTS 17.1 ALL REQUESTS FOR PARTIAL PAYMENTS OR "DRAWS" SHALL BE ACCOMPANIED BY A "TRADE PAYMENT BREAKDOWN". 17.2 THE GENERAL CONTRACTOR UPON SUBMITTING THE "TRADE PAYMENT BREAKDOWN" SHALL ALSO SUBMIT PROPERLY EXECUTED PARTIAL OR FINAL RELEASE OF LIENS FROM ALL SUB- CONTRACTORS AND SUPPLIERS DOING WORK OR SUPPLYING MATERIALS TO THE DATE OF THE PAYMENT REQUEST. 17.3 A 10% RETAINAGE WILL BE KEPT ON ALL COMPLETED WORK. 1-10 18. PROJECT CLOSE OUT 18.1 PUNCH LIST: PRIOR TO FINAL INSPECTION, A PUNCH LIST OF ITEMS TO BE COMPLETED AND/OR CORRECTED WILL BE PREPARED BY PUBLIX. FINAL INSPECTION WILL NOT BE PERFORMED UNTIL ALL ITEMS ON THE PUNCH LIST HAVE BEEN DISPOSED OF TO THE SATISFACTION OF PUBLIX. 18.2 FINAL INSPECTION: AFTER APPROVAL OF ALL ITEMS ON THE PUNCH LIST, A FINAL INSPECTION DATE WILL BE DETERMINED. THE CONTRACTOR SHALL ARRANGE TO HAVE REPRESENTATIVES OF MECHANICAL-ELECTRICAL SUB-CONTRACTORS PRESENT TO START ALL EQUIPMENT IN THE PRESENCE OF THE ARCHITECT AND OWNER. ANY DISCREPANCIES NOTED DURING THIS INSPECTION MAY BE CAUSE FOR WITHOLDING ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION AT THE DISCRETION OF THE ARCHITECT DEPENDING ON THE SERIOUSNESS OF THE DISCREPANCY. OTHERWISE, A CERTIFICATE OF SUBSTANTIAL COMPLETION WILL BE ISSUED WITHIN TEN (10) DAYS OF THE FINAL INSPECTION. 18.3 FINAL PAYMENT: IN ADDITION TO ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION, THE FOLLOWING ITEMS MUST BE COMPLETED BEFORE AUTHORIZATION OF FINAL PAYMENT WILL BE ISSUED. 18.3.1 RECEIPT OF ALL REQUIRED AS-BUILT DRAWINGS AND WIRING DIAGRAMS. 18.3.2 RECEIPT OF ALL OPERATING MANUALS AND PART DATA AND SERVICE INSTRUCTION. 18.3.3 RECEIPT OF ALL GUARANTEES AND WARRANTEES. 18.3.4 ISSUANCE OF CERTIFICATE OF OCCUPANCY. 18.3.5 POSTING OF ALL REQUIRED OPERATING INSTRUCTION FOR EQUIPMENT. 18.3.6 POSTING OF TYPEWRITTEN PANEL BOARD SCHEDULES. 18.3.7 LABELING OF ALL LINES AND CONTROLS AS REQUIRED. 18.3.8 RECEIPT OF ALL SERVICE CONTRACTS REQUIRED. 18.3.9 RECEIPT OF FINAL RELEASES OF LIENS FROM SUB- CONTRACTORS AND SUPPLIERS. 18.3.10 RECEIPT OF GENERAL CONTRACTOR'S FINAL RELEASE OF LIEN AND AFFIDAVIT OF RELEASE OF LIENS AND PAYMENT OF DEBTS AND CLAIMS. 1-11 DIVISION 2 EXCAVATION AND SITE WORK 1. SCOPE 1.1 THIS PART OF CONTRACT SHALL INCLUDE ALL EARTH WORK, GRADING, WALKS, STEPS, AND ALL OTHER WORK ADJACENT OR CONNECTED TO THE BUILDINGS, AS REQUIRED TO COMPLETE THE WORK SHOWN ON THE DRAWINGS UNLESS SPECIFICALLY EXCEPTED THEREON. 1.2 CONTRACTOR SHALL ACCEPT SITE AS HE FINDS IT AND DO ALL WORK SPECIFIED TO OBJECTIVE OF THE FINISHED PRODUCT AS SHOWN ON THE DRAWINGS. REMOVE ALL GRASS, CONCRETE AND ASPHALT WITHIN THE AREA, UNLESS OTHERWISE ADVISED. ANY DAMAGE TO ADJOINING PROPERTY DRIVES, FENCES AND ETC. SHALL BE REPLACED OR REPAIRED AT NO COST TO THE OWNER. THE CONTRACTOR SHALL INCLUDE FURNISHING ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT TO EXCAVATE, REMOVE AND SATISFACTORILY DISPOSE OF ALt MATERIAL OF WHATEVER NATURE EXCAVATED FROM THE AREAS OF WORK OR TO HAUL, FILL GRADE AND COMPACT MATERIAL NECESSARY TO FORM THE ROADWAYS' SHAPE AND GRADE INCLUDING CURB AREAS, IF AND AS REQUIRED. INCLUDED IN THIS WORK IS MATERIALS AND SITE PREPARATION FOR DEPOSITING OF EXCAVATED MATERIALS, AND SHELL STABILIZATION MATERIAL. (NO ORGANIC OR INORGANIC MATERIALS OR WASTES SHALL BE BURIED ON THE SITE, INCLUDING ROCKS LARGER THAN 6" IN SIZE). 1.3 EXCAVATIONS AND BACKFILLING FOR UTILITIES (WATER, SEWER, AND ETC.) ARE INCLUDED IN OTHER DIVISIONS. 1.4 PROVIDE PROTECTION AROUND ALL WORK AREAS, INCLUDING PROPER ILLUMINATION AT NIGHT. 1.5 FINE GRADING AND PAVING. (VERIFY). 2. EXCAVATION AND SITE GRADING 2.1 PERFORM ALL EXCAVATION AND CUTTING NECESSARY TO ACCOMMODATE THE WORK SHOWN ON THE PLAN. FOOTING EXCAVATIONS MAY BE MADE TO ACCURATE SIZES AND FORMS OMITTED IF CONCRETE IS POURED TO CLEAN CUT TRENCHES WITHOUT CAVE-INS. 2.2 NO FILLING WILL BE ALLOWED UNDER FOOTING EXCEPT WITH CONCRETE. BOTTOM OF EXCAVATIONS SHALL BE TRUE AND LEVEL TO PROVIDE LEVEL BEARING. 2.3 REMOVE DEBRIS AND DELETERIOUS MATERIALS FROM EXCAVATIONS BEFORE BACK-FILLING. BACK-FILLING SHALL BE WELL TAMPED AND SLUSHED WITH WATER TO AVOID SETTLEMENT. 2-1 2.4 FILLS UNDER CONCRETE FLOOR SLABS AND DRIVE5, WALKS AND ETC., SHALL BE DEPOSITED IN LAYERS NOT EXCEDDING TWELVE INCHES (12) WITH EACH LAYER THOROUGHLY COMPACTED WITH TAMPERS AFTER SPRINKLING WITH WATER. TAMPING AND PUDDLING SHALL BE DONE AT LEAST 24 HOURS BEFORE CONCRETE IS LAID. COMPACTION SHALL REACH 9896 (MODIFIED PROCTOR) ON ALL FILL AREAS. 2.5 SUITABLE EXCAVATED MATERIALS SHALL BE USED FOR BACKFILL AND FILL. SOIL WITH DECAYED VEGETABLE, ROCK, BLOCKS OF CONCRETE, MASONRY, ETC. WILL NOT BE ALLOWED FOR FILLS. IF MORE FILL MATERIAL IS REQUIRED THAN IS ACQUIRED BY EXCAVATION AND GRADING, ACCEPTABLE MATERIAL SHALL BE FURNISHED BY THIS CONTRACTOR. EXCESS FILL MATERIAL SHALL BE ACCEPTABLY DISPOSED OF BY THE CONTRACTOR. 3. FIELD DENSITY TESTS AND SAMPLES 3.1 AFTER INITIAL FILLING AND COMPACTION THE TESTING LABORATORY SHALL PERFORM NECESSARY TESTS ON SAMPLES OF FILL AND EXISTING SOIL TO DETERMINE REQUIRED MOISTURE- DENSITY RELATIONSHIPS. IT SHALL BE THE LABORATORY'S RESPONSIBILITY TO KEEP BOTH ARCHITECT AND GENERAL CONTRACTOR ADVISED IF SAMPLES DO NOT CONFORM WITH PHYSICAL REQUIREMENTS OF THESE SPECIFICATIONS. 3.2 THE NUMBER OF SOIL SAMPLES, AND LOCATIONS OF WHERE SAME SHALL BE OBTAINED, SHALL BE AS DIRECTED AND/OR APPROVED BY ARCHITECT. 3.3 AS DIRECTED AND/OR APPROVED BY ARCHITECT, A SUFFICIENT NUMBER OF FIELD DENSITY TESTS SHALL BE TAKEN TO ASCERTAIN THAT SOIL COMPACTION HAS BEEN ADEQUATELY AND PROPERLY EXECUTED. SAMPLE SPECIMEN5 SHALL BE RECOVERED BY THE "SHELBY TUBE" OR THE "SAND CONE" METHOD, OR AS OTHERWISE DIRECTED BY ARCHITECT. THEN MOISTURE-DENSITY RELATIONSHIP DETERMINED BY WEIGHT IN ACCORDANCE WITH STANDARD RECOGNIZED LABORATORY PROCEDURES. 3.3.1 DENSITY TESTS SHALL BE SECURED AT VERTICAL INTERVALS NOT EXCEEDING 18" IN THE COMPACTED EXISTING SOIL AND COMPACTED BACKFILL. THE NUMBER OF FIELD DENSITY TESTS SHALL GENERALLY CONFORM WITH HORIZONTAL FREQUENCIES SET FORTH BELOW, HOWEVER, LOCATION AND FINAL DECISIONS RELATIVE TO FREQUENCY TO BE APPROVED BY ARCHITECT. FOUNDATION LOCATIONS 50 FT. INTERVALS FLOOR SLABS ON COMPACTED EARTH SUBGRADE 4,000 SQ. FEET 2-2 AREAS REQUIRING COMPACTED FILL THAT SUPPORT SMALL INDEPENDENT SLABS SHALL HAVE DENSITY TESTS AT VERTICAL INTERVALS OF 18" IN THE EVENT THIS IS A SEPARATE COMPACTION PROCEDURE. 3.3.2 ALL FIELD DENSITY TESTS LOCATIONS SHALL BE SELECTED BY A REPRESENTATIVE OF THE ARCHITECT AND SHALL BE REFERENCED HORIZONTALLY TO CLOSEST COLUMN CENTER LINE OR OTHER SUITABLE REFERENCE POINT. THE SPECIFIC ELEVATION AT WHICH THE TEST IS TO BE TAKEN SHALL ALSO BE INDICATED AND INFORMATION SUPPLIED TO TESTING LABORATORY SO THAT TESTS MAY BE TAKEN AT PROPER LOCATIONS AND ELEVATIONS. RESULTS OF ALL TESTS SHALL BE FURNISHED VERBALLY TO BOTH ARCHITECT AND GENERAL CONTRACTOR WITHIN 24 HOURS AFTER SAMPLING. WRITTEN TEST RESULTS SHALL INCLUDE ABOVE INFORMATION AND TEST NUMBER, DRY DENSITY, MOISTURE CONTENT, PERCENT, PERCENT COMPACTION AND PROCTOR COMPACTION CURVE TO WHICH EACH TEST IS REFERENCED. THE TESTING LABORATORY SHALL ALSO CALL ATTENTION, BY A SEPARATE SYMBOL. TO THOSE TESTS WHICH DO NOT CONFORM WITH THESE SPECIFICATIONS. 4. ASPHALT PAVING 4.1 GENERAL 4.1.1 ALL WORK SHALL CONFORM TO STATE OF FLORIDA STANDARDS FOR ROADS AND BRIDGES, 1977 EDITION, INCLUDING THE JULY 1979 SUPPLEMENTAL EDITION. 4.1.2 STABILIZE SUBGRADE. 4.1.3 FURNISH AND INSTALL LIMEROCK BASE. 4.1.4 FURNISH AND INSTALL ASPHALTIC CONCRETE SURFACE. 4.2 SUBGRADE STABILIZATION 4.2.1 STABILIZE SUBGRADE TO A DEPTH OF EIGHT INCHES. 4.2.2 FURNISH MATERIAL NECESSARY TO BRING SUBGRADE TO REQUIRED ELEVATIONS AND TO PROVIDE COMPACTION TO 98% DENSITY AND A FLORIDA BEARING VALUE OF 60 POUNDS PER SQUARE INCH. 4.3 LIMEROCK BASE 4.3.1 PROVIDE LIMEROCK BASE COMPACTED TO A THICKNESS OF SIX INCHES TO 98% DENSITY AASHO T-180 SPECIFICATION. 4.3.2 BASE. SHALL BE GRADED TO UNIFORM SLOPES BETWEEN ELEVATIONS SHOWN SO THAT SURFACE WILL FINISH TO 2-3 ELEVATIONS SHOWN. LIMEROCK BASE MUST HAVE AN AVERAGE THICKNESS OF SIX INCHES WITH NO AREAS LESS THAN FIVE INCHES THICKNESS. ANY AREA THAT CONTINUES TO BE LESS THAN THE REQUIRED THICKNESS WILL BE SCARAFIED AND LIMEROCK ADDED TO ATTAIN THE REQUIRED THICKNESS AT NO ADDITIONAL COST TO OWNER. 4.3.3 PRIME WITH RC-70 BITUMINOUS MATERIAL AT THE RATE OF APPROXIMATELY 0.15 GALLON PER SQUARE YARD. 4,4 SURFACE 4.4.1 SURFACE SHALL BE 1 1/2 INCH THICK ASPHALTIC CONCRETE, TYPE 2-1, APPLIED WITH A POWERED SPREADER. 4.4.2 ROLL TO A SMOOTH UNIFORM SURFFCE WITH A FIVE TO EIGHT TON TANDEM STEEL WHEEL ROLLER. FOLLOW. STEEL WHEEL ROLLER WITH A RUBBER TIRED TRAFFIC ROLLER UNTIL ALL SURFACES ARE COMPLETELY COVERED AND A 98% DENSITY IS ATTAINED. THE OWNER WILL TAKE CORES AT APPROXIMATELY 500 SQUARE YARD INTERVALS. .ANY AREA FOUND TO BE UNDER ONE INCH THICKNESS WILL BE OVERLAID WITH A MINIMUM ONE INCH THICK SURFACE COURSE AT NO ADDITIONAL COST TO OWNER. IF THE AVERAGE CORE TAKEN IS LESS THAN 1 3/8 INCH THICKNESS, PAYMENT FOR THE SURFACE WILL BE ADJUSTED ACCORDINGLY. 4.5 TESTING 4.5.1 TESTING LABORATORY TO PROVIDE WRITTEN TEST RESULTS TO ARCHITECT FOR SUBGRADE STABILIZATION, LIMEROCK BASE AND SURFACE ASPHALTIC CONCRETE. THE PAVING CONTRACTOR WILL PAY FOR ALL TESTS THAT PASS, FAIL OR RETEST. 4.5.2 ALL TEST SHALL BE MADE AT 500 SQUARE YARD INTERVALS. 4.6 SLOPES: SLOPE FROM SIDEWALK CURB AT FRONT OF STORE TO A LINE 100 FEET FROM THE CURB SHALL BE A MINIMUM OF 1% !MAXIMUM OF 3%. NO DRAIN INLET SHALL BE LOCATED LESS THAN 100 FEET FROM THE FRONT SIDEWALK CURB. MAXIMUM PAVEMENT SLOPE ON PROPERTY SHALL BE 6%. SLOPES IN TRUCK UNLOADING AREAS SHALL BE APPROVED BY PUBLIX, BUT NOT TO EXCEED 8" IN 60'0". 4.7 PAINTING STRIPES: APPLY 4" WIDE PAINT STRIPES TO DEFINE PARKING STALLS AND GUIDE LINES AS SHOWN ON DRAWINGS. PAINT SHALL BE MURPHY FAST DRY TRAFFIC PAINT, PITTSBURGH TRAFFIC AND ZONE MARKING PAINT, OR TNEMEC TRAFFIC PAINT. COLOR, WHITE OR YELLOW AS SELECTED BY ARCHITECT. 2-4 5. TERMITE TREATMENT: TREAT SOIL UNDER ENTIRE AREA OF PUBLIX STORE, AND ADDITIONALLY ALONG PERIMETER WALLS, AND ETC., AS FOLLOWS, USING ALDRIN OR CHLORDANE. 5.1 ALDRIN 0.5% CHLORDANE 196 5.2 UNDER ALL FLOOR ARE AT RATE OF ONE GALLON PER TEN SQUARE FEET. 5.3 ALONG PERIMETER WALLS AND ALL FOUNDATION WALLS THRU THE SLAB, AT RATE OF ONE GALLON PER 2 1/2 LINEAR FEET, PER FOOT OF DEPTH. 5.4 AROUND ALL HOLES OR VOIDS-ONE GALLON PER FIVE LINEAR FEET. 6. GUARANTEE OF TREATMENT: UPON COMPLETION OF THE SOIL TREATMENT AND AS A CONDITION FOR ITS FINAL ACCEPTANCE, THE BUILDER SHALL FURNISH TO THE OWNER A WRITTEN GUARANTEE PROVIDING; 6.1 THAT THE CHEMICAL HAS AT LEAST THE REQUIRED CONCENTRATION AND THE RATE AND METHOD OF APPLICATION COMPLIES IN EVERY RESPECT WITH THE STANDARDS CONTAINED HEREIN. 6.2 THAT THE APPLICATOR GUARANTEES THE EFFECTIVENESS OF THE SOIL TREATMENT AGAINST TERMITE INFESTATION FOR A PERIOD OF NOT LESS THAN FIVE YEARS FROM DATE OF TREATMENT. ANY EVIDENCE OF RE-INFESTATION WITHIN THE GUARANTEE PERIOD WILL REQUIRE TREATMENT WITHOUT COST TO THE OWNER. 7. CONCRETE WORK 7.1 EXTERIOR CONCRETE WALKS, STEPS, LANDINGS, SHALL BE ONE COURSE MONOLITHIC CONCRETE AS DETAILED OR CALLED FOR, TO LINES AND GRADES AS SHOWN ON DRAWINGS OR HEREINAFTER SPECIFIED. INSTALL CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS WHERE CONCRETE PAVING DOES NOT OCCUR. 7.2 CONCRETE WALKS SHALL BE MIXED, PLACED, AND OF MATERIALS AS SPECIFIED IN DIVISION 3, "CONCRETE WORK", AND UNLESS OTHERWISE SHOWN ON PLANS SHALL BE 4" THICK AND REINFORCED AS SPECIFIED IN DIVISION 3. INSTALL IN SECTIONS SEPARATED BY VULCO SCREED JOINTS, AS SHOWN ON PLANS. SLOPE SIDEWALKS TO DRAIN AWAY FROM BUILDING. (INSTALL NO SCORED JOINTS WITHIN WIDTH OF ENTRANCE-WAY AT CENTER OF BUILDING). RAMPS AT FRONT OF STORE SHALL HAVE ROUGH, BROOM FINISH FOR NON-SLIP SURFACE. ALL OTHER SIDEWALKS TO HAVE A MEDIUM BROOM FINISH. IF VERIFICATION ON "MEDIUM BROOM FINISH" IS REQUIRED, THIS SHOULD BE MADE WITH PUBLIX REPRESENTATIVE. 7.3 TAMP AND SPADE CONCRETE WELL INTO FORMS AND SCREED 2-5 CONCRETE LEVEL AND TRUE TO GRADE, BRINGING SUFFICIENT ~RTAR TO SURFACE FOR FINISHING, AND GIVE WOOD FLOAT ISH BEFORE CONCRETE SETS. 7.4 P X SIDEWALKS AT FRONTS OR SIDES OF STORES SHAL CO D, AS SHALL OTHER GROUND FLOOR ROOMS A SCH ED. USE LAMBERT COMPANY, ORLANDO, F IDA, COLO E. FINISH SEALER SHALL BE LAMBERT PANY (PLEXG ) IN SAME COLOR, APPLIED IN TWO TS; FIRST COAT APPLIED AY AFTER CONCRETE IS POU AND COLORED; SECOND C T DIRECTION OF PUBLIX P NNEL, JUST PRIOR TO OPENING E. CONTRACTOR SHAL RIFY IF "GREEN" OR "BROWN" IS US ERIFY EACH STORE 7.5 CURBS, ONE PIECE OLITHIC, 6" "WITH ~~4 BAR TOP AND BOTTOM. ALL TOP O RBS TO XACTLY 8" ABOVE FINISHED PARKING LOT FINISHE EM NO PRECAST CURBS SHALL BE r rcar~ 7.6 WHERE ALL SIDE WALKS C DIRECTION OR END, PROVIDE AN APPROVED RAMP FOR W LC SAND CARTS. 8. FINISH GRADING: (IF SHO G CENTER ISO BY PUBLIX-VERIFY) 8.1 ALL PARKING AND PERIMETER PLAN REAS SHALL HAVE A MINIMUM OF ' OF CLEAN TOP SOIL, SUITA ,R PLANTING. NO LIME ROC OTHER BASE MATERIAL SHALL TIN THESE AREAS. ~ ~~~, 8.2 GEN L CONTRACTOR SHALL NOTIFY PUBLIX REPR ~ ATIVE T , E WEEKS BEFORE PARKING LOT CURBS ARE TO BE I LLED, NG TIME FOR UNDER GROUND SFRINKLER SYSTEM TO OUGHED IN. 2-6 CONCRETE LEVEL AND TRUE TO GRADE, BRINGING SUFFICIENT MORTAR TO SURFACE FOR FINISHING, AND GIVE WOOD FLOAT FINISH BEFORE CONCRETE SETS. 7.4 PUBLIX SIDEWALKS AT FRONTS OR SIDES OF STORES SHALL BE COLORED, AS SHALL OTHER GROUND FLOOR ROOMS AS SCHEDULED. USE LAMBERT COMPANY, ORLANDO, FLORIDA, COLORBRITE. FINISH SEALER SHALL BE LAMBERT COMPANY (PLEXGUARD) IN SAME COLOR, APPLIED IN TWO COATS; FIRST COAT APPLIED ONE DAY AFTER CONCRETE IS POURED AND COLORED; SECOND COAT AT DIRECTION OF PUBLIX PERSONNEL, JUST PRIOR TO OPENING STORE. CONTRACTOR SHALL VERIFY IF "GREEN" UR "BROWN" IS USED. VERIFY EACH STORE. 7.5 CURBS, POURED CONCRETE 6" X 18" WITH ~~4 BAR TOP AND BOTTOM. ALL .TOP OF CURBS TO BE EXACTLY 8" ABOVE FINISHED PARKING LOT FINISHED .PAVEMENT.. NO PRECAST CURBS SHALL BE USED 7.6 WHERE ALL SIDE WALKS CHANGE DIRECTION OR END, PROVIDE AN APPROVED RAPvIP FOR WHEELCHAIRS AND CARTS. $. FINISH GRADING: (IF SHOPPING CENTER IS OWNED BY PUBLIX-VERIFY) 8.1 ALL PARKING LOT AND PERIMETER PLANTING AREAS SHALL HAVE A MINIMUM OF 18" OF CLEAN TOP SOIL, SUITABLE FOR PLANTING. NO LIME ROCK OR OTHER BASE MATERIAL SHALL BE LEFT IN THESE AREAS. 8.2 GENERAL CONTRACTOR SHALL NOTIFY PUBLIX REPRESENTATIVE THREE WEEKS BEFORE PARKING LOT CURBS ARE TO BE INSTALLED, GIVING TIME FOR UNDER GROUND SPRINKLER SYSTEM TO BE ROUGHED IN. 2-6 DIVISION 3 CONCRETE WORK AND WATERPROOFING 1. SCOPE OF WORK 1.1 INCLUDES FURNISHING ALL MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY AND INCIDENTAL TO COMPLETE INSTALLATION OF CONCRETE WORK INDICATED, IMPLIED ON CONTRACT DRAWINGS OR AS SPECIFIED. 1.2 THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES REGARDING INSTALLATION OF EMBEDDED ITEMS, AND OBTAIN INSERTS FROM OTHERS FURNISHING SAME SUCH AS PLUMBING, HEATING, ROOFING, ETC., AND INSTALL UNDER THIS SECTION. 1.3 GROUT FILL OF HOLLOW MASONRY UNITS AND HOLLOW MASONRY PILASTERS IS SPECIFIED UNDER MASONRY. 1.4 CONSULT ARCHITECT: IF ANY CHANGE WHATSOEVER IS CONTEMPLATED. THIS APPLIES PARTICULARLY CONCERNING ELECTRICAL OR MECHANICAL CONTRACTORS CUTTING OR DRILLING FOR PIPES, CONDUIT, PANELS, FIXTURES, EQUIPMENT, ETC. UNLESS AUTHORIZED IN WRITING BY ARCHITECT, IT IS FORBIDDEN TO CUT, BORE, PLACE INSERTS OR CHANGE ANY STRUCTURAL SECTION OR ALTER THE DESIGN STRENGTH OF THE STRUCTURE. NOTIFY ARCHITECT AND OWNER'S INSPECTOR OF INTENTION TO POUR 48 HOURS IN ADVANCE OF POURING ANY AND ALL CONCRETE. 1.5 IF PILING REQUIRED CONTACT ARCHITECT. 2. CODES AND CONSTRUCTION CRITERIA 2.1 ALL CONCRETE WORK REQUIRED SHALL BE DESIGNED, MANUFACTURED AND ERECTED IN STRICT ACCORDANCE WITH CURRENT REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION ENTITLED "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)", AS WELL AS ALL APPLICABLE ASTM SERIAL DESIGNATIONS APPLICABLE THERETO. SO LONG AS ASTM DESIGNATIONS DO NOT CONFLICT WITH ACI CODE. ALL REINFORCING STEEL SHALL BE FABRICATED, PLACED, TIED, ETC., IN STRICT CONFORMITY TO CURRENT ACI STANDARDS AND SPECIFICATIONS. 3. MATERIALS 3.1 ALL MATERIALS SHALL BE DELIVERED, STORED AND HANDLED TO PREVENT INCLUSION OF FOREIGN MATERIALS AND DAMAGE BY WATER OR BREAKAGE. PACKAGE MATERIALS SHALL BE DELIVERED AND STORED IN ORIGINAL PACKAGES. 3-1 3.2 CEMENT: SHALL BE FLORIDA PORTLAND CEMENT CONFORMING TO "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT" (A.S.T.M., CL50, TYPE 1, LATEST EDITION), OR EQUAL OF DOMESTIC MANUFACTURE ONLY. 3.3 AGGREGATES: SHALL RANGE FROM FINE TO COARSE AND CONFORM TO A.S.T.M. C33; I.E., SAND PASSING NO. 100 SIEVE TO GRAVEL OR STONE PASSING 3/4" SIEVE (1/2"SIEVE FOR WALKS, STEPS AND FLOOR SLABS). THEY SHALL BE FREE FROM CLAY AND OTHER DELETERIOUS MATERIALS. 3.4 WATER: FOR CONCRETE SHALL BE POTABLE AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES. 3.5 ANCHORAGE ITEMS: SLOTS, INSERTS, FOR ANCHORING MASONRY, MECHANICAL ITEMS TO CONCRETE; STANDARD DOMESTIC MANUFACTURE. 4. MINIMUM REIIVFORCING REQUIREMENTS UNLESS OTHERWISE SPECIFIED OR CALLED FOR, PROVIDE THE FOLLOWING MINIMUM REINFORCING: 4.1 2 - ~~3 BARS CONTINUOUS REINFORCEMENT FOR ALL CONCRETE STOOLS, SILLS, OR CAPS. PRECAST SILLS MAY BE USED. 4.2 1 - ~~3 BAR IN EACH CONCRETE STAIR NOSING (EXCEPT METAL PAN STAIRS). 4.3 6" X 6" NO. 10 WELDED WIRE MESH IN FLOOR SLABS, EXTERIOR SLABS AND WALKWAYS. LAP WIRE MESH A MINIMUM OF 6 INCHES AND TIE SECURELY AT SUFFICIENT INTERVALS TO MAINTAIN PROPER POSITION. NOTE EXPANSION JOINTS. '',~ 4.4 3 - ~~5 BARS IN WALL FOOTINGS. 4.5 2 - ~~5 BARS IN TIE BEAMS OR SPANDRELS, AND DOOR AND WINDOW LINTELS. 4.6 PILING CAPS, IF ANY, SHALL BE AS CALLED FOR AND DETAILED ON DRAWINGS. 5. MIXING CONCRETE 5.1 TRANSIT-MIXED CONCRETE .MAY BE USED. IT SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN STANDARD SPECIFICATIONS FOR READY MIXED CONCRETES OF THE A.C.I. 304, LATEST EDITION. 5.2 AGGREGATES AND CEMENT SHALL BE PROPORTIONED BY WEIGHT, WATER BY VOLUME, MAXIMUM 6 GALLONS PER SACK OF CEMENT. 3-2 THE PROPORTIONS OF AGGREGATES TO CEMENT FOR CONCRETE OF ANY WATER-CEMENT RATIO SHALL BE SUCH AS TO PRODUCE CONCRETE THAT WORKS READILY INTO THE CORNERS AND ANGLES OF THE FORM, AND AROUND THE REINFORCEMENTS WITHOUT EXCESSIVE PUDDLING OR SPADING AND WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR FREE WATER TO COLLECT ON THE SURFACE. THE COMBINED AGGREGATE SHALL BE OF SUCH COMPOSITION OF SIZES THAT WHEN SEPARATED BY THE NO. 4 STANDARD SIEVE, THE WEIGHT RETAINED ON THE SIEVE SHALL NOT BE LESS THAN ONE-THIRD NOR MORE THAN TWO-THIRDS OF THE TOTAL, NOR SHALL THE AMOUNT OF COARSE MATERIAL BE SUCH AS TO PRODUCE HARSHNESS IN PLACING OR HONEYCOMBING IN THE STRUCTURE. 5.3 STRENGTH OF CONCRETE IN SLABS AND FOUNDATIONS SHALL BE 2500 PSI (28 DAYS) AND 3000 PSI IN POURED CONCRETE COLUMNS AND BEAMS, OF MIX ESTABLISHED BY APPROVED TESTING LABORATORIES, UNLESS OTHERWISE NOTED ON PLANS. MIX SHALL PRODUCE STRENGTH AT A WORKABLE CONSISTENCY, WITH A 3 TO 5 INCH SLUMP. NO CONCRETE SHALL BE POURED WITH MORE THAN A 5" SLUMP. 6. REINFORCING STEEL 6.1 BEST QUALITY AMERICAN MANUFACTURE, CONFORMING TO "STANDARD SPECIFICATIONS FOR RAIL STEEL CONCRETE REINFORCEMENT BARS" (SERIAL DESIGNATION A305 LATEST) OF A.S.T.M. METAL REINFORCEMENT BARS 3/8" ROUND AND LARGER SHALL BE OF DEFORMED TYPE, GRADE 60. 6.2 BAR SUPPORTS, METAL REINFORCEMENT SHALL BE HELD IN PLACE BY APPROVED METAL CHAIRS, OR OTHER MEANS TO GIVE SATISFACTORY SPACING. 6.3 WELDED STEEL WIRE FABRIC REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE A.S.T.M., A185, LATEST EDITION. 7. EXPANSION JOINT FILLER 7.1 PREMOULDED MATERIAL COMPOSED OF FIBRE-BOARD IMPREGNATED WITH ASPHALT, 1/2" THICK AT OUTSIDE WALLS. 8. FORMS 8.1 CONSTRUCT WOOD FORMS SUBSTANTIALLY AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE SO THAT THE FINISHED CONCRETE WILL CONFORM TO THE SHAPES, LINES, GRADES, AND DIMENSIONS AS CALLED FOR ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURACY OF LOCATIONS AND DIMENSIONS. FORMS FOR WORK TO BE LEFT EXPOSED SHALL BE DRESSED SMOOTH. 3-3 8.2 FORM FOR ALL CHASES AND PROVIDE ALL NECESSARY OPENINGS AS INDICATED ANDiOR DIRECTED OR REQUIRED FOR PLUMBING, HEATING, AND ELECTRICAL WORK AND EQUIPMENT. 8.3 BUILD INTO THE CONCRETE WORK ALL BOLTS, ANCHORS, ETC., THAT ARE SHOWN AND AS ARE REQUIRED BY OTHER TRADES, BEDDING AND SECURING AS REQUIRED. 9. SHOP DRAWINGS 9.1 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REINFORCING STEEL. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF SLEEVES, OPENINGS AND ETC. 10. INSPECTIONS 10.1 AFTER REINFORCING STEEL HAS BEEN PROPERLY TIED AND PLACED, AND BEFORE SIDE FORMS OF COLUMNS AND/OR BEAMS ARE ERECTED, CONTRACTOR SHALL NOTIFY PUBLIX REPRESENTATIVE FOR INSPECTION OF STEEL PLACEMENT. 10.2 CONTRACTOR SHALL GIVE PUBLIX REPRESENTATIVE 48 HOURS ADVANCE NOTSCE FOR ALL STEEL INSPECTIONS. 10.3 ADDING WATER TO A TRANSIT POWER TYPE MIXER AT JOB SITE WILL NOT BE PERMITTED UNLESS UNDER DIRECT SUPERVISION OF THE ARCHITECT. RETEMPERING OF CONCRETE WITH ADDITIONAL WATER, OR REMIXING OF PARTIALLY HARDENED CONCRETE WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 11. PLACING CONCRETE 11.1 BEFORE PLACING CONCRETE, REMOVE ALL DEBRIS FROM AREAS. PLACE CONCRETE AS SOON AS PRACTICABLE AFTER MIXING AND IN NO EVENT SHALL IT BE PLACED AFTER IT HAS CONTAINED ITS WATER CONTENT FOR MORE THAN 60 MINUTES. CONVEY CONCRETE TO FORMS BY METHODS WHICH WILL PREVENT SEGREGATION OR LOSS OF INGREDIENTS AND DEPOSIT AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION. THERE SHALL BE NO FREE VERTICAL DROP GREATER THAN EIGHT FEET. 11.2 NO PARTIALLY HARDENED OR CONTAMINATED CONCRETE SHALL BE DEPOSITED ON THE WORK, NOR SHALL RETEMPERED CONCRETE BE USED. CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCING, AROUND ALL EMBEDDED FIXTURES, AND INTO THE CORNERS OF THE FORMS. 11.3 SALES AREA SLAB SHALL BE POURED IN AS MANY SECTIONS AS REQUIRED FOR COMPLETE CONTROL OF CONCRETE LEVEL AND AVAILABILITY AS SHOWN ON THE PLANS. METAL SCREED JOINTS 3-4 SHALL BE VULCO SCREED JOINTS, 24 GA. GALV. OR BURKE KEYKOLD JOINT 24 GA. GALV. STEEL SUPPORTED BY STEEL STAKES PER MFGR. RECOMMENDATIONS. 11.4 ALL CONCRETE POURED SHALL BE ELECTRICALLY VIBRATED, EXCEPT FOR ON GRADE FLOOR SLABS. 12. FINISHES 12.1 FLOOR SLABS GENERALLY SHALL BE SCREEDED AND STEEL TROWELED TO A SMOOTH, HARD, DENSE SURFACE AND LEVEL WITHIN A TOLERANCE OF 1/8 INCH IN 4 FEET, EXCEPT IN AREAS WHERE TERRAZZO IS A TOPPING, THIS SHALL HAVE LIGHT BROOM FINISH. MEAT CUTTING KOOM AND OTHER AREAS WHERE HARD TILE IS TO BE INSTALLED SHALL RECEIVE A STEEL TROWEL FINISH. FLOORS AROUND FLOOR DRAINS SHALL HAVE POSITIVE PITCH TO DRAINS, AND BE A MINIMUM OF A 5'-0" RADIUS. ALL FLOORS IN WALK~IN COOLERS SHALL HAVE A SMOOTH STEEL TROWEL FINISH. ALL CONCRETE FINISHES SHALL BE TROWELED DOWN SMOOTH WITH THE TOPS. OF FLOOR DRAINS AND EVEN WITH CLEANOUTS. WHERE VINYL TILE IS PLACED FLOORS TO BE TROWELED DOWN 1/8" BELOW FLOOR DRAINS AND 5/8" BELOW DRAIN WHERE QUARRY TILE OCCURS. 12.2 FLOOR SLABS IN ROOMS SO SCHEDULED, SHALL HAVE COLORED GREEN CONCRETE SAME AS DIVISION 2, PARAGRAPH 7.4. 13. PROTECTION 13.1 ALL CONCRETE SHALL BE PROTECTED FROM PREMATiJRE DRYING AND FRESHLY PLACED CONCRETE PROTECTED AGAINST WASH BY RAIN. ROOF MUST BE DRIED IN BEFORE CONCRETE IS POURED. 14. REMOVAL OF FORMS 14.1 PATCHING: DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TTE WIRES AND STAPLED ENDS SHALL BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED; CUT TIES FLUSH WITH FINISHED SURFACES OF ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS AND ROUGH PLACES; REMOVE ALL LOOSE CONCRETE AND FILL HONEYCOMBING SURFACES; STONE POCKETS; AND OTHER IRREGULARITIES WITH CEMENT MORTAR. CONTRACTORS SHALL NOT PATCH ANY SURFACES UNTIL EXAMINATION HAS BEEN MADE BY ARCHITECT, OR HIS DELEGATED REPRESENTATIVE, AND PERMISSION GIVEN. BEFORE PUBLIX MAKES THE NEXT INSPECTION FOR POURING CONCRETE, ALL PREVIOUSLY POURED CONCRETE MUST BE POINTED UP BEFORE THE NEXT POUR WILL BE ALLOWED. 14.2 ALL HONEYCOMBED CONCRETE SHALL BE INSPECTED BY ARCHITECT OR PUBLIX FILED REPRESENTATIVE, AND APPROVAL RECEIVED, BEFORE ANY HONEYCOMBED SURFACES ARE FILLED IN. 3-~ a'"s SHALL BE VULCO SCREED JOINTS, 24 GA. GALV. OR BURKE KEYKOLD JOINT 24 GA. GALV. STEEL SUPPORTED BY STEEL STAKES PER MFGR. RECOMMENDATIONS. 11.4 L CONCRETE POURED SHALL BE ELECTRICALLY VIBRATED, E EPT FOR ON GRADE FLOOR SLABS. 12. FINISHES 12.1 FLOOR SL S GENERALLY SHALL BE SCREEDED AND STEEL TROWELED A SMOOTH, HARD, DENSE SURFACE AND LEVEL WITHIN A TO RANCE OF 1/8 INCH IN 4 FEET, EXCEPT IN AREAS WHERE TERR ZO IS A TOPPING, THIS SHALL HAVE A TOLERA E OF 1/8 INCH IN FEET. MEAT CUTTING ROOM AND OTHER AS WHERE HARD TI IS TO BE INSTALLED SHALL RECEIVE A L TROWEL FINISH. OORS AROUND FLOOR DRAINS SHA AVE POSITIVE PITCH T RAINS, AND BE A MINIMUM OF A RADIUS. ALL FLOORS IN WA -IN COOLERS SHALL HAVE A S TH STEEL TROWEL FINISH. AL ONCRETE FINISHES SHALL ROWELED DOWN SMOOTH WITH E TOPS OF FLOOR DRA ND EVEN WITH CLEANOUTS. WHERE YL TILE IS PLACED F RS TO BE TROWELED DOWN 1/8" OW FLOOR DRAI ND 5/8" BELOW DRAIN WHERE QUARRY E OCCURS. 12.2 FLOOR SLABS IN ROOMS S CHEDUL HALL HAVE COLORED GREEN CONCRETE SAME AS NISI ,PARAGRAPH 7.4. 13. PROTECTION 13.1 ALL CONCRETE SHALL BE TE ED FROM PREMATURE DRYING AND FRESHLY PLACED CRETE OTECTED AGAINST WASH BY RAIN. ROOF MUST BE DIN BEF E CONCRETE IS POURED. 14. REMOVAL OF FORMS 14.1 PATCHING: DI TLY AFTER FORMS HA BEEN REMOVED, ALL EXPOSED TIE ES AND STAPLED ENDS S LL BE REMOVED FROM CONCRETE FACES TO BE EXPOSED; CU IES FLUSH WITH FINISHED FACES OF ALL OTHER CONCR E. RUB SMOOTH OR CUT OFF SAND ROUGH PLACES; REMOVE L LOOSE CONCRETE AND FI ONEYCOMBING SURFACES; STONE CKETS; AND OTHER IRRE ARITIES WITH CEMENT MORTAR. CON ACTORS SHALL NOT TCH ANY SURFACES UNTIL EXAMINATIO AS BEEN MADE BY CHITECT, OR HIS DELEGATED REPRESENTA VE, AND P ISSION GIVEN. BEFORE PUBLIX MAKES THEN T INSPECTION ;, POURING CONCRETE, ALL PREVIOUSLY POURS CONCRETE '' UST BE POINTED UP BEFORE THE NEXT POUR WILL BE ALLOWED. ALL HONEYCOMBED CONCRETE SHALL BE INSPECTED BY _„~,. ARCHITECT OR PUBLIX FILED REPRESENTATIVE, AND APPROVAL,,, RECEIVED, BEFORE ANY HONEYCOMBED SURFACES ARE FILET ""` w,. 3-5 i 5. QUALITY ASSURANCE 15.1 CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ACI 304 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". 15.2 CONCRETE TESTING SERVICE: 15.2.1 THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A TESTING LABORATORY EXPERIENCED IN DESIGN AND TESTING OF CONCRETE MATERIALS AND MIXES TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES. 15.2.2 TESTING AGENCY SHALL MEET THE REQUIREMENTS OF A.S.T.M. E 329. 15.2.3 SELECTION OF A TESTING LABORATORY MUST BE APPROVED BY THE ARCHITECT IN WRITING. 16. FIELD QUALITY CONTROL 16.1 QUALITY CONTROL TESTING DURING CONSTRUCTION: SAMPLING AND TESTING FOR FIELD QUALITY CONTROL DURING THE PLACEMENT OF CONCRETE SHALL INCLUDE THE FOLLOWING: 16.1.1 SAMPLING FRESH CONCRETE; ASTM C 172, EXCEPT MODIFIED FOR SLUMP TO COMPLY WITH ASTM C 94. 16.1.2 SLUMP: ASTM C 143; ONE TEST FOR EACH CONCRETE LOAD AT POINT OF DISCHARGE; AND ONE FOR EACH SET OF COMPRESSIVE STRENGTH TEST SPECIMENS. 16.1.3 AIR CONTENTS: ASTM C 173, VOLUMETRIC METHOD FOR LIGHT WEIGHT CONCRETE; ASTM C 231 PRESSURE METHOD FOR NORMAL WEIGHT CONCRETE; ONE FOR EVERY OTHER CONCRETE LOAD AT POINT OF DISCHARGE, OR WHEN THE INDICATION OR CHANGE REQUIRES. 16.1.4 CONCRETE TEMPERATURE: TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEGREES F. AND BELOW, AND WHEN ~.,,,.,~ 80 DEGREES F. AND ABOVE; AND EACH TIME A SET OF COMPRESSION TEST SPECIMENS MADE. ,.~ 'x.1.5 COMPRESSION TEST SPECIMENS: ASTM C 31; ONE SET OF 3-6 FOUR STANDARD CYLINDERS FOR EACH COMPRESSIVE STRENGTH. CAST AND STORE CYLINDERS FOR LABORATORY CURED TEST SPECIMENS AND FIELD-CURED TEST SPECIMENS AS SPECIFIED IN ASTM C 31, 16.1.6 COMPRESSIVE STRENGTH TESTS: ASTM C 39; ONE SET FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF, OF EACH MIX DESIGN PLACED IN ANY ONE DAY OR FOR EACH 3,000 SQUARE FEET OF SURFACE AREA PLACED; ONE SPECIMEN TESTED AT SEVEN DAYS, ONE SPECIMEN TESTED AT 14 DAYS, ONE TESTED AT 28 DAYS, AND ONE SPECIMEN RETAINED IN RESERVE FOR LATER TESTING IF REQUIRED. WHEN THE FREQUENCY OF TESTING WILL PROVIDE LESS THAN FOUR STRENGTH TESTS FOR A GIVEN MIX DESIGN, CONDUCT TESTING FROM AT LEAST FOUR RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FOUR ARE USED. 16.2 TEST RESULTS WILL BE REPORTED IN WRITING TO THE ARCHITECT, CONTRACTOR, AND CONCRETE SUPPLIER ON THE SAME DAY THAT TESTS ARE MADE. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONTRACTOR, NAME OF CONCRETE SUPPLIER AND TRUCK NUMBER, NAME OF CONCRE"fE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN THE STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS; COMPRESSIVE BREAKING STRENGTH AND TYPE OF BREAK FOR BOTH SEVEN-DAY TESTS AND 28-DAY TESTS. 16.3 ADDITIONAL TESTS: THE TESTING SERVICE WILL MAKE ADDITIONAL TESTS OF IN-PLACE CONCRETE WHEN TEST RESULTS INDICATE THE SPECIFIED CONCRETE STRENGTHS AND OTHER CHARACTERISTICS HAVE NOT BEEN ATTAINED IN THE CONCRETE OR THE STRUCTURE, AS DIRECTED BY THE ARCHITECT. THE TESTING SERVICE SHALL CONDUCT TESTS TO DETERMINE THE STRENGTH AND OTHER CHARACTERISTICS OF THE IN-PLACE CONCRETE BY COMPRESSION TESTS ON CORED CYLINDERS COMPLYING WITH ASTM C 42, OR BY LOAD TESTING SPECIFIED IN ACI 318, OR OTHER ACCEPTABLE NON- DESTRUCTIVE TESTING METHODS, AS DIRECTED. THE CONTRACTOR SHALL PAY FOR SUCH TESTS CONDUCTED, AND ANY OTHER ADDITIONAL TESTING AS MAY BE REQUIRED. 3-7 DIVISION 4 MASONRY WORK AND INSULATION 1. SCOPE 1.1 PROVIDE EACH ITEM MENTIONED HEREIN OR INDICATED ON DRAWINGS; PERFORM ALL OPERATIONS PRESCRIBED AND PROVIDE ALL NECESSARY LABOR, EQUIPMENT AND INCIDENTALS, ALL SUB3ECT TO QUALITY AND METHODS AS HEREIN SPECIFIED. NO USED MATERIALS WILL BE ALLOWED. 2. MATERIALS 2.1 CONCRETE BLOCKS: SHALL BE HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS CONFORMING TO STANDARD SPECIFICATIONS, A.S.T.M. C90 GRADE N, TYPE I, LATEST EDITION OF APPROVED MANUFACTURE, WELL SEASONED AND DRY, AND WITH A SMOOTH, SAND FINISH TEXTURE APPROVED BY PUBLIX. STANDARD 8" X 12" X 16", 8" X 8" X 16" AND OTHER SIZES AS REQUIRED. UNITS SHALL BE SOUND AND FREE FROM CRACKS, CHIPPED EDGES OR OTHER DEFECTS THAT MAY INTERFERE WITH THEIR PROPER SETTING OR IMPAIR THE STRENGTH OF DURABILITY OF THE CONSTRUCTION. WHERE USED AS A FINISHED SURFACE, UNITS SHALL BE FREE FROM SURFACE DEFECTS THAT ARE NOTICEABLE AT A DISTANCE OF 12 FEET FROM THE FINISHED WALL. 2.2 CEMENT: FLORIDA PORTLAND CEMENT, OR EQUAL OF DOMESTIC MANUFACTURER. 2.3 LIME: AT LEAST 92% HYDRATED OR QUICK LIME PASSING NO. 20 SIEVE. 2.4 SAND: SHARP, CLEAN, WELL GRADED,. PASSING NO. 8 SIEVE. 2.5 CONCRETE LOUVERS: PRECAST CONCRETE "AIR BLOCK" LOUVERS WITH ALL REQUIRED STARTERS AND CAPS. 2.6 WALL REINFORCEMENT; STANDARD DUR-O-WALL WITH DEFORMED SIDE RODS, PLACED EVERY OTHER HORIZONTAL COURSE. 3. MORTARS 3.1 AN APPROVED BRAND OF MORTAR MIX SHALL BE USED AND CONFORM TO A.S.T.M. C270, LATEST EDITION TYPE S ONLY FOR ALL WORK. MAKE SURE TO HAVE AN EASY WORKING MORTAR WITH HIGH WATER RETENTION. 4-1 4. 5. 4.1 L CONCRETE BLOCK UNITS IN FULL BEDS OF MORTAR, PLU , LE LAND TRUE TO LINE IN REGULAR BOND; ALL JOINTS 3/ CR S PARTITIONS SHALL HAVE MASONRY BOND WITH EXT IOR WAL ` . ALL WALLS SHALL HAVE ALL JOINTS CUT SMOOT ND RUB SMOOTH, AND BE PLUMB AND TRUE TO SATISF ION OF PURL REPRESENTATIVE, OR BE TORN DOWN AND RE ID. THIS APPR L OF PUBLIX MUST BE GIVEN BEFORE BLOC S PAINTED. WEDGE ITS TIGHT WHERE THEY TERMINATE AG ST BEAM AND SLAB SO TS. FILL BACK OF METAL BUCKS SET MASONRY. MORTAR TEMPERING NOT ALLOWED AFTER 2 2 HOURS FROM TIME OF M NG. 4.2 PROVIDE LI S FOR ALL MASONRY OPE GS AS SPECIFIED OR CALLED FOR PLANS. STEEL LINTELS T EXTEND AT LEAST 6 INCHES ON EA SIDE OF OPENINGS AN ASONRY LINTELS AT LEAST 8 INCHE 4.3 PRECAST REINFO D CONCRETE TELS WILL BE ACCEPTABLE IF STANDARD DESIG D REINFOR MENT MAINTAINED IN MANUFACTURE. 4.4 PRECAST CONCRETE S HAS LINTELS, VENT BLOCK, ETC., TO CONFORM TO FEDE ECIFICATION SS-S-721, TYPE 1, AND TO FEDERAL SPECIFICATIO -8-71 RELATIVE TO REINFORCEMENT. 4.5 PROVIDE OPENINGS IN AS Y REQUIRED FOR INSTALLATION OF WORK OF OTHER TR ESA OWN OR AS REQUIRED. 4.6 ALL CUTTING BY RBORUND SAW. 4.7 FILL ALL BLO SOLID WITH CO ETE FROM FLOOR LINE DOWN, ON EXTERIO ALLS AND AS NOT R REQUIRED. 4.8 INSERT D -O-WALL IN ALL MASONR ALLS, AT 16"O.C., LAP 16" (EVERY HER COURSE). ~ 4.9 GRO MATERIAL FOR COLUMN SETTING LL BE MASTER BUI ERS COMPANY "EMBECO" ~~636. GRO HALL BE PREPARED A APPLIED PER MANUFACTURERS SPECIF TIONS. GROUT ALL BE INSTALLED AS SHOWN OR REASONA Y IMPLIED ON RAWINGS AND BE OF SUFFICIENT STRENGTH DEQUATELY SUPPORT AND TRANSFER THE LOADS IMPOSED U NIT. CL NING AND POINTING K • P ALL MASONRY WORK AS CLEAN AS POSSIBLE DURING PR GRESS OF ORK. CLEAN WORK DAILY, AND IMMEDIATELY AFTER CLEAN G, ANY PERFECT JOINTS AND ALL HOLES SHALL BE REFILLED AND PO TED UP DAILY. 4-2 4. WORKMANSHIP 4.1 LAY CONCRETE BLOCK UNITS IN FULL BEDS OF MORTAR, PLUMB, LEVEL AND TRUE TO LINE IN REGULAR BOND; ALL JOINTS 3/8". CROSS PARTITIONS SHALL HAVE MASONRY BOND WITH EXTERIOR WALLS. ALL WALLS SHALL HAVE ALL JOINTS CUT SMOOTH AND RUBBED SMOOTH, AND BE PLUMB AND TRUE TO SATISFACTION OF PUBLIX REPRESENTATIVE, OR BE TURN DOWN AND RELAID. THIS APPROVAL OF PUBLIX MUS"i BE GIVEN BEFORE BLOCK IS PAINTED. WEDGE UNITS TIGHT WHERE THEY TERMINATE AGAINST BEAM AND SLAB SOFFITS. FILL BACK OF METAL BUCKS SET IN MASONRY. MORTAR RETEMPERING NOT ALLOWED AFTER 2 1/2 HOURS FROM TIME OF MIXING. 4.2 PROVIDE LINTELS FOR ALL MASONRY OPENINGS AS SPECIFIED OR CALLED FOR ON PLANS. STEEL LINTELS TO EXTEND AT LEAST 6 INCHES ON EACH SIDE OF OPENINGS AND MASONRY LINTELS AT LEAST 8 INCHES. 4.3 PRECAST REINFORCED CONCRETE LINTELS WILL BE ACCEPTABLE IF '' STANDARD DESIGN AND REINFORCEMENT MAINTAINED IN MANUFACTURE. 4.4 PRECAST CONCRETE UNITS SUCH AS LINTELS, VENT BLOCK, ETC., TO CONFORM TO FEDERAL SPECIFICATION SS-S-721, TYPE 1, AND TO FEDERAL SPECIFICATION 00-8-71 RELATIVE TO REINFORCEMENT. 4.5 PROVIDE OPENINGS IN MASONRY REQUIRED FOR INSTALLATION OF WORK OF OTHER TRADES AS SHOWN OR AS REQUIRED. 4.6 ALL CUTTING BY CARBORUNDUM SAW. 4.7 FILL ALL BLOCKS SOLID WITH CONCRETE FROM FLOOR LINE DOWN, ON EXTERIOR WALLS AND AS NOTED OR REQUIRED. 4.8 INSERT DUR-O-WALL IN ALL MASONRY WALLS, AT 16"O.C., LAP 6" (EVERY OTHER COURSE). 4.9 GROUT MATERIAL FOR COLUMN SETTING SHALL BE MASTER BUILDERS COMPANY "EMBECO" ~~636. GROUT SHALL BE PREPARED AND APPLIED PER MANUFACTURERS SPECIFICATIONS. GROUT SHALL BE IN5TALLED AS SHOWN OR REASONABLY IMPLIED ON DRAWINGS AND BE OF SUFFICIENT STRENGTH TO ADEQUATELY SUPPORT AND TRANSFER THE LOADS IMPOSED UPON IT. 5. CLEANING AND POINTING KEEP ALL MASONRY WORK AS CLEAN AS POSSIBLE DURING PROGRESS OF WORK. CLEAN WORK DAILY, AND IMMEDIATELY AFTER CLEANING, ANY IMPERFECT JOINTS AND ALL HOLES SHALL BE REFILLED AND POINTED UP DAILY. 4-2 6. CUTTING AND PATCHING AND OPENINGS FOR OTHER TRADES 6.1 CUTTING AND PATCHING MASONRY TO ACCOMMODATE WORK OF OTHER TRADES SHALL BE DONE BY MASONRY MECHANICS ACCORDING TO BEST PRACTICE. 6.2 WHERE REQUIRED TO PROVIDE HOLES FOR INSTALLATION OF WORK BY OTHERS IN EXPOSED LOCATIONS SUCH AS ELECTRICAL OUTLETS, CONDUIT, PIPING, ETC., CUT SUCH HOLES NEATLY WITH MASONRY SAW. CHIPPING WILL NOT BE ALLOWED. HOLE SHALL BE ONLY LARGE ENOUGH TO ACCOMMODATE ITEM AND NOT EXTEND BEYOND EXCUTCHEON OR COVER PLATES. 7. MASONRY INSULATION 7.1 DESCRIPTION: THE BLOCK OR CAVITY WALL INSULATION SHALL BE ZONOLITE MASONRY INSULATION AS PRODUCED BY W.R. GRACE ~ CO., A SPECIALLY TREATED, WATER REPELLENT, FREE-FLOWING VERMICULITE, PROCESSED FOR THE SPECIFIC PURPOSE OF INSULATING MASONRY WALLS OR APPROVED EQUAL. 7.2 SCOPE: ALL EXTERIOR AND OR PARTY MASONRY WALLS SHALL 8.F- FILLED FROM SLAB TO ROOF TIE BEAM WITH INSULATION AS SPECIFIED. 7.3 MATERIALS: BLOCK AND CAVITY WALL INSULATION MATERIAL SHALL CONFORM TO A.S.T.M. SPECIFICATION C516-76, SPECIFICATION FOR VERMICULITE LOOSE FILL INSULATION, OR FEDERAL SPECIFICATION HH-I-585C, AND BE TREATED FOR WATER REPELLENCY. 7.4 INSTALLATION: INSULATION SHALL BE POURED FROM THE BAG INTO THE CONCRETE BLOCK CAVITY DIRECTLY OR VIA A HOPPER PLACED ON TOP OF THE WALL. POURS MAY BE MADE AT ANY CONVENIENT INTERVAL. BUT THE HEIGHT OF ANY POUR SHALL NOT EXCEED 20 FEET. RODDING OR TAMPING IS NOT NECESSARY. BLOCK JOINTS AT PILASTERS OR OTHER VERTICAL MEMBERS SHALL BE MORTARED IN BY THE MASON. 4-3 DIVISION 5 STRUCTURAL AND MISCELLANEOUS STEEL 1. SCOPE OF WORK THIS CONTRACTOR SHALL FURNISH AND ERECT ALL STRUCTURAL AND RELATED STEEL AS DESCRIBED BY THE PLANS AND THESE SPECIFICATIONS AND CONTROLLED BY THE CURRENT SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. MORE SPECIFICALLY, THIS WORK SHALL INCLUDE ALL ANCHOR BOLTS, COLUMNS, BEAMS, GIRDERS, SPANDREL BEAMS, LOOSE LINTELS, CHANNELS, BAR JOISTS, JOIST BRIDGING, METAL STUDS, ANGLES, BRACKETS, TIE-RODS, HANGERS, PLATES, CONNECTIONS, TRUSSES, STAIRS, ROOF OPENING FRAMES, ROOF HATCH, LADDERS, COOLER ARMOR PLATE, BRACING, AND ETC., THE ABOVE SPECIFIC ITEMS ARE INTENDED AS A GUIDE ONLY AND ARE NOT NECESSARILY CONCLUSIVE. 2. MATERIALS (DOMESTIC MANUFACTURE ONLY) ALL MATERIAL SHALL BE NEW, CLEAN AND FREE FROM SCALE OR RUST. IT SHALL BE ABLE TO MEET ALL THE REQUIREMENTS AS SET UP BY THE A.S.T.M. UNDER THEIR RESPECTIVE SERIAL DESIGNATIONS AS DESCRIBED IN THE A.I.S.C., SPECIFICATIONS AS AMENDED TO DATE, AND SHALL BE STRUCTURAL STEEL A-36, (ASTM). 2.1 STEEL COLUMNS, BEAMS, PLATES, ETC. A.S.T.M. A-36. 2.2 BOLTS: A.S.T.M. A-325 2.3 ARC WELDING ELECTRODES: AS SPECIFIED BY AMERICAN WELDING SOCIETY "STEEL ARC WELDING ELECTRODES", E-60 OR E-70 SERIES OF ASTM A-233, AND A-15C. 2.4 STEEL TUBES: COLD FORMED, MINIMUM YIELD POINT 39,000 PSI, ASTM A500 GRADE "B". 2.5 NO SUBSTITUTIONS PERMITTED EXCEPT BY WRITTEN APPROVAL OF ARCHITECT. 3. FABRICATION (GENERAL): IN GENERAL THE A.I.S.C. SPECIFICATIONS SHALL BE FOLLOWED. 3.1 IN GENERAL ALL 5HOP AND FIELD CONNECTIONS SHALL BE BOLTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY, UNLESS OTHERWISE SHOWN OR NOTED OR DETAILED. 3.2 ALL CONNECTIONS MUST BE DESIGNED TO DEVELOP THE FULL STRENGTH OF THE BEAM SECTION SHEAR. ALL ERECTION BOLTS ARE TO BE SET UP RIGHT AND LEFT IN PLACE. ALL BOLTED 5-1 CONNECTIONS CARRYING STRESS SHALL HAVE WASHERS UNDER ALL NUTS AND FULL GRIP WHEN NUTS ARE TURNED TIGHT, AND CONFORM TO "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 SOLTS." 3.3 ALL BOLTS TO HAVE FULL SHANKS EXTENDED THROUGH ALL CONNECTING MEMBERS. 3.4 THE WORKMANSHIP AND FINISH SHALL BE EQUAL TO THE BEST PRACTICES IN MODERN STRUCTURAL FABRICATING WORK. SHEARING AND CHIPPING SHALL BE NEATLY AND ACCURATELY DONE AND ALL PORTIONS OF THE WORK EXPOSED TO VIEW NEATLY FINISHED. NO COLUMN SPLICES PERMITTED. NO SPLICES PERMITTED IN BEAMS, EXCEPT FOR FIELD CONNECTIONS SHOWN ON PLANS. 3.5 ALL BOLT HOLES ARE TO BE ACCURATELY DRILLED OR PUNCHED. THE SEVERAL PIECES FORMING ONE BUILT MEMBER SHALL BE STRAIGHT AND FIT CLOSELY TOGETHER, EXPECIALLY 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 PERFECTLY ALIGNED AND SET UP COMPLETE. CONTINUOUS MEMBERS SHALL HAVE POSITIVE, FULL CONNECTIONS. 4. LINTELS: LINTEL ANGELS, IF ANY, SHALL HAVE 1" OF BEARING ON MASONRY AT EACH END FOR EACH FULL FOOT WIDTH OF OPENING, BUT NOT LESS THAN 6", NO SPLICES IN BEAMS UNLESS SHOWN ON PLANS. 5. PAINTING-STRUCTURAL STEEL (NOT OPEN WEB JOISTS) 5.1 SHOP COAT: ALL STEEL WORK BEFORE LEAVING THE SHOP SHALL BE THOROUGHLY CLEANED OF ALL LOOSE MILL SCALE, RUST AND FOREIGN MATTER AND GIVEN ONE COAT OF TNEMAC NO. 99, SERIES 88 AZERON, RED METAL PRIMER, AS MANUFACTURED BY TNEMAC CO., INC., KANSAS CITY, MISSOURI, OR SOUTHERN COATINGS COMPANY, SUMTER, SOUTH CAROLINA, NO. RIP-476, WELL WORKED INTO ALL JOINTS. PAINTING SHALL BE DONE ONLY WHEN THE SURFACE OF THE METAL IS PERFECTLY DRY, AND COMPLY WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) - SP3. 5.2 PLACES AND PARTS WHICH ARE NOT ACCESSIBLE FOR PAINTING AFTER ERECTION SHALL HAVE AN ADDITIONAL COAT OF PAINT BEFORE BEING SET IN PLACE, PREFERABLY OF A DIFFERENT COLOR. 5.3 ALL MILLED SURFACES SHALL BE PROTECTED WITH A COATING OF HEAVY OIL OR GREASE. TOUCH UP WELD SPOTS AND ABRASIONS AFTER ERECTION WITH TNEMAC 99, OR SOUTHERN COATING NO. RIP-476. 6. ANCHOR BOLTS: 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 A.I.S.C. LOAD MINIMUMS. BOLTS SET BY GENERAL CONTRACTOR. 5-2 7. WELDING: 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. 7.1 ALL SCALE MUST BE REMOVED BY THE WELDER AND THE SURFACE LEFT CLEAN AND READY FOR PAINTER. 7.2 GENERAL CONTRACTOR SHALL NOTIFY PUBLIX THREE (3) DAYS IN ADVANCE OF TIME STRUCTURE WILL BE READY FOR INSPECTION. 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED BY THE STEEL FABRICATOR AND SUBMITTED TEN (10) DAYS PRIOR TO FABRICATION FOR APPROVAL BY PUBLIX. 9. CHANGES IN STRUCTURE: IF CHANGES IN THE STRUCTURE ARE REQUIRED, REFER TO THE GENERAL CONDITIONS. 10. ERECTION: THIS SHALL INCLUDE THE ERECTION OF ALL STRUCTURAL STEEL, BAR JOISTS, ETC. AS CALLED FOR ON THE DRAWINGS AND AS SPECIFIED. 10.1 THIS CONTRACTOR SHALL SET COLUMN BASES AND BEAM PLATES TO ACCURATE ELEVATIONS, USING WEDGES AND SHIMS AS REQUIRED. ALL STEEL SHALL BE ERECTED PLUMB AND LEVEL, AS RAPIDLY AS THE PROGRESS OF THE WORK PERMITS. PROVIDE ALL TEMPORARY BRACING REQUIRED FOR PROPER ALIGNMENT AND STABILITY DURING ERECTION. 11. STEEL JOISTS (DOMESTIC MANUFACTURE ONLY) 11.1 THE SPECIFICATIONS FOR STEEL JOISTS, "J, H, LJ, AND LH SERIES" AS CURRENTLY RECOMMENDED BY THE STEEL JOIST INSTITUTE SHALL BE FOLLOWED. ALL JOISTS SHALL BE OF SIZE AND SPACING AS INDICATED AND/OR NOTED ON DRAWINGS. STEEL SHALL MEET REQUIREMENTS OF THE CURRENT A.S.T.M. SPECIFICATIONS. 11.2 JOISTS SHALL BE HOT-ROLLED SHAPES, ELECTRICALLY WELDED TOGETHER TO FORM "WARREN" TRUSS. 11.3 JOISTS BEARING ON STEEL SHALL HAVE FULL BEARING AS PER S.J.I, AND SHALL BE WELDED TO STRUCTURAL STEEL WITH TWO WELDS MINIMUM, TWO INCHES LONG AT EACH BEARING. JOISTS MAY BE PLACED SIDE BY SIDE IF REQUIRED TO OBTAIN FULL BEARING. WHERE BEARING ON MASONRY, PROPER BEARING PLATES AND ANCHOR BOLTS SHALL BE PROVIDED. FURNISH AND INSTALL ALL CLIPS, HANGERS AS REQUIRED. 11.4 JOIST BRIDGING SHALL BE AS SHOWN ON PUBLIX DRAWINGS, AND BE WELDED AS TO KEEP JOISTS STRAIGHT AND NOT BOWED MORE THAN 2" EACH JOIST. 5-3 11.5 JOISTS SHALL BE SPRAY PAINTED WITH ONE SHOP COAT OF ZINC CHROMATE OR DIPPED IN AN ASPHALTIC BITUMEN PAINT CONTAINING NOT OVER 10% CARBON PIGMENT AND NOT OVER 10% SAPONIFIABLE MATERIAL. 12. MISCELLANEOUS 12.1 ACCESS LADDER TO ROOF, 18 INCHES WIDE, MADE OF 2-1/2" X 1/2" FLAT BAR STRINGERS AND 7/8" ROUND ROD RUNGS. 12.2 PIPE RAILINGS IF REQUIRED: 1-1/2" STANDARD PIPE; ALL WELDED CONNECTIONS. 12.3 FURNISH AND INSTALL ALL HANGERS AND CHANNELS FOR CURTAIN WALLS; INSTALL AS SHOWN ON DRAWINGS. 12.4 SECURELY INSTALL STEEL RODS OVER ALL ROOF FAN OR VENT OPENINGS, FOR SECURITY OF THE OPENINGS. USE 4~5 STEEL RODS @6" O.C., BOTH DIRECTIONS, WELDED INTO A STEEL MESH WITH CONNECTION AT INTERSECTION OF ALL RODS. INSTALL IN METAL FRAME AS SHOWN, FOR ALL FANS, AIR HANDLER UNITS AND VENTS EXCEPT F-2 AND F-7 (THESE ARE GREASE LADEN). 12.5 THESE ITEMS FURNISHED BY STEEL CONTRACTOR BUT ERECTED BY GENERAL CONTRACTOR: CHANNEL DOOR FRAMES; CORNER GUARDS; 6" PIPE COLUMNS FOR DOOR AND DOWNSPOUT GUARDS; TRAFFIC POSTS. 12.6 PROVIDE AND INSTALL BILCO ~~5-20 ROOF HATCH WITH EXTERIOR HANDLE REMOVED & HASP AND STAPLE ON INSIDE. 5-4 DIVISION 6 ROOF DECK 1. SCOPE AN APPLICATOR APPROVED BY THE CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE AND COMPANY, SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SUPERVISION FOR INSTALLING THE COMPLETE ROOF DECK IN ACCORDANCE WITH W.R. GRACE AND COMPANY 5PECIFICATION ~~WRD 1-A AND APPLICABLE DRAWINGS. 2. MATERIALS 2.1 INSULATING CONCRETE 2.1.1 VERMICULATE AGGREGATE SHALL BE ZONOLITE BRAND CONCRETE AGGREGATE MANUFACTURED BY THE CONSTRUCTION PRODUCTS DIVISION W.R. GRACE AND COMPANY, EXPECIALLY FOR USE IN ZONOLITE ROOF DECKS. (REFERENCE SPECIFICATIONS ASTM C-332 GROUP AND ASTM C-29). 2.1.2 PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1, 11, OR 111. 2.1.3 WATER SHALL BE POTABLE, CLEAN AND FREE OF THE TYPE AND QUANTITY SPECIFIED BY W.R. GRACE AND COMPANY, PREGENERATED FOAM, CHLORIDES, OR OTHER ADDITIVES ARE NOT PERMITTED. 2.2 INSULPERM INSULATION BOARD: ZONOLITE INSULPERM INSULATION BOARD SHALL BE 1" THICK, MANUFACTURED BY THE CONSTRUCTION PRODUCTS DIVISION, W.R. GRACE AND COMPANY, INSULPERM INSULATION BOARD SHALL BE FACTORY FABRICATED IN 24" X 48" BOARD SIZE FROM NOMINAL ONE POUND DENSITY PREMIUM CELLULAR POLYSTYRENE WITH A TOTAL OF 60 SLOTS AND CIRCULAR HOLE OPENINGS IN EACH SHEET. FACTORY MUTUAL APPROVED INSULPERM INSULATION BOARD SHALL BE DELIVERED TO THE JOB SITE WITH FACTORY MUTUAL LABELS ON EACH BUNDLE. 2.3 CORRUGATED METAL DECK: GALVANIZED (ASTM A-525, G-60 MINIMUM) HIGH TENSILE STEEL CENTERING SHALL BE A SLOTTED OR PERFORATED (MINIMUM 1.5% OPEN AREA) PERMANENT FORM OF THE PROPER GAUGE TO CARRY LIVE AND DEAD LOADS PER LOAD TABLES SUBMITTED BY INDIVIDUAL STEEL MANUFACTURERS. CORRUGATED CENTERING SHALL BE 26 GAUGE AND SLOTTED TYPE CONFORMING TO MANUFACTURER'S SPECIFICATIONS AND MUST BE APPROVED BY THE CENTERING MANUFACTURER FOR USE WITH ZONOLITE ROOF DECKS. 6-1 2.4 ERECTION ac WELDING PLACE SHEETS END-TO-END BEGINNING AT CORNER OF BUILDING, MAINTAINING ALIGNMENT. WHEN ONE ROW IS PLACED END-TO-END, BEGIN ANOTHER, MAKING ALIGNMENT ADJUSTMENTS IF NECESSARY. PLACE SHEETS WITH EDGES UP AND END LAPPED TO A MINIMUM OF 2 INCHES FOR WELDED CONSTRUCTION OR TOP CHORD WIDTH FOR CLIP ATTACHMENT. CENTER END LAPS OVER SUPPORTS AND MAKE SIDE LAP ONE-HALF CORRUGATION. SHEETS SHALL BE ATTACHED TO SUPPORTS BY WELDING THROUGH APPROVED WASHERS. MINIMUM WELDING REQUIREMENTS ARE AS FOLLOWS: 2.4.1 END LAPS -EACH LAP IS FASTENED USING A WELD WASHER AT EACH SIDE LAP PLUS ONE INTERMEDIATE WELD (3 WELDS PER SHEET). 2.4.2 INTERMEDIATE SUPPORTS -WELD SHEET AT SIDE LAPS AT EACH INTERMEDIATE SUPPORT. 2.4.3 SELF-TAPPING SCREWS MAY BE USED PER MANUFACTURER'S RECOMMENDATIONS. 3. 2..5 WASHERS SHALL BE WHEELING ~~3207 OR APPROVED EQUAL. IlVSTALLATION 3.1 PHYSICAL PROPERTIES OF MIX: ZONOLITE CONCRETE SHALL CONFORM TO THE FOLLOWING MIX SPECIFICATIONS: CEMENT TO AGGREGATE RATIO 1.6 C.F. MINIMUM COMPRESSIVE STRENGTH 125 P.S.I. WET DENSITY 44-60 P.C.F. DRY DENSITY 22-28 P.C.F. 4. 3.2 ZONOLITE CONCRETE SHALL HAVE A MINIMUM THICKNESS OF TWO INCHES. 3.3 BEFORE INSULPERM IS INSTALLED OVER METAL DECK, THE CORRUGATIONS SHALL BE FILLED WITH ZONOLITE CONCRETE TO A MINIMUM OF 1/8" OVER THE TOP OF THE CORRUGATIONS. ROOF DECK PERFORMANCE WARRANTY 4.1 PROVIDE A TEN (10) YEAR ZONOLITE ROOF DECK PERFORMANCE WARRANTY ISSUED BY W.R. GRACE AND COMPANY WHEN ALL WARRANTY REQUIREMENTS HAVE BEEN MET IN ACCORDANCE WITH GRACE SPECIFICATION ~~WRD 1-A. 6-2 DIVISION 7 ROOFING, FLASHING, AND SHEET METAL 1. SCOPE 1.1 FURNISH AND INSTALL ROOFING OVER ENTIRE AREA, AND MISCELLANEOUS FLASHING, AND ALL PITCH PANS. ALL ROOF PENETRATIONS BY ROOFING CONTRACTOR. 1.2 FURNISH AND INSTALL ALL RELATED SHEET METAL WORK WITH 7HE FOLLOWING EXCEPTIONS: 1.2.1 STAINLESS STEEL UTILITY SINKS TO BE FURNISHED BY PUBLIX. 1.2.2 ALL AIR CONDITIONING AND VENTILATION DUCTS AND HOODS WILL BE BY OTHERS. 1.3 INSTALL AND SUPPLY ALL CURBS FOR FANS, VENTS, AND FRESH AIR INTAKES. ALL CURBS SET BY ROOFING CONTRACTOR 1.4 FURNISH AND INSTALL ALL SCUPPERS, OVERFLOW SCUPPERS, GUTTERS, AND DOWNSPOUTS. i.5 LEAD STACK FLASHINGS FOR ALL ROOF DRAINS AND VENTS WILL BE SUPPLIED BY PLUMBING CONTRACTOR AND SHALL BE INSTALLED BY THIS CONTRACTOR. COOPERATE WITH ALL TRADES. 1.6 ALL ROOF CURBS FOR AIR CONDITIONING SYSTEMS TO BE SET LEVEL. (FURNISHED AND SET BY A/C CONTRACTOR). 1.7 SUPPLY ALL CAREY-TRED AND INSTALL PER MANUFACTURERS INSTRUCTIONS. SEE DRAWING A-11 FOR TRED PATTERNS. 1.8 FURNISH AND INSTALL ALL PITCH PANS AND PITCH POCKETS AS SHOWN ON SHEET A-1 i. CUT HOLE THRU DECK AND STEEL PAN AS REQUIRED. 2. PREPARATION OF DECK ROOF DECKS SURFACE SHALL F5E SMOOTH, BROOM CLEAN, FREE FROM DIRT AND LOOSE MATERIAL AND THOROUGHLY DRY. 3. CANT STRIPS CANT STRIPS EQUAL TO CELOTEX IMPREGNATED FIBER, MINIMUM 4". 7-1 4. BUILT-UP ROOFI~ 4.1 THE APPR MANUFACT ROOFING MEMBRANES ARE: t SPECIFICATION GAF CORPOR TION GAF CORPOR TION OWENS-CORNI G FIBERGLAS JOHNS-MANVIL E JOHNS-MANVIL TAMKO 4.2 THERE ARE NO E CI MEMBRANES. 4.3 ROOF ROCK SHALL 4.4 ALL PITCH PANS TO MANUFACTURED BY 5. APPLICATION 212-N 203-AN 423-WGI 4-ALA 4-G PTIONS OR SUBSTITUTES ~R THESE APPROVED dFORM TO A.S.T.M. -1863-64. FILLED COMPL LY WITH NOAH'S PITCH AS ,LOTEX. (NOS STITUTES ALLOWED). 5.1 THE ZONOLITE ROOF DE S MU BE SURFACE DRY AND REASONABLY SMOOTH PR R ROOFING. THE ZONOLITE ROOF DECK CAN AND SHOULD B OFED WITHIN 48 HOURS FROM PLACEMENT. IF THE DECK PPORTS FOOT TRAFFIC WITHOUT INCURRING SURFACE DAM 5.2 THE FIRST PLY OF ALL PRO D ROOFING MEMBRANES SHALL BE NAILED TO THE ZONOL E ROO ECK WITH THE ZONOLITE BASE PLY FASTENER. REFS TO THE RRENT RECOMMENDATIONS OF THE APPROPRIATE I IVIDUAL R FING MANUFACTURER FOR SPECIFICS REGARD G NAILING PA TERNS, INSTALLATIONS OF THE REMAINING PLIES SWELL AS THE P POUR AND AGGREGATE SURFACING. 6. ROOF FLASHING 6.1 ONE OFT FOLLOWING APPROVED FLASH G SYSTEMS SHALL BE USED AT L VERTICAL WALL SURFACES: MANU CTURER SPECI CATION ~~ GA ORPORATION TY 6 O NS-CORNING FIBERGLAS PERMA SH JOHNS-MANVILLE FE-1 METAL COUNTERFLASHING SHALL BE MINIMUM 26 GAUG GALVANIZED IRON AND SHALL LAP DOWN A MINIMUM OF INCHES. SAID FLASHING SHALL BE INSTALLED EXACTLY AS SPECIFICATIONS. CAP FLASHING TO BE INSTALLED AT 12" A (4) ''* 7-2 4. 5. STORAGE do HANDLING 4.1 ALL ROOF SYSTEM MATERIAL SHOULD BE PROPERLY STORED IN A DRY LOCATION PRIOR TO APPLICATION. 4.2 WHEN MATERIALS ARE STORED OUTSIDE, THEY SHOULD BE PLACED ON PLATFORMS THAT ARE RAISED OFF THE GROUND OR ROOF DECK, AND THEY SHOULD BE COVERED WITH WATERPROOF COVERINGS (SOME WHICH MAY BE SHRINK WRAPPED COVERINGS) THAT HAVE BEEN PROPERLY SECURED. COVERINGS THAT ARE "BREATHABLE" (SUCH AS CANVAS) ARE PREFERRED. 4.3 ALL ROLL MATERIALS SHOULD BE STORED ON END TO PREVENT THEIR BECOMING DEFORMED OR .DAMAGED. 4.4 IT IS RECOMMENDED THAT ROOFING MATERIALS BE DELIVERED TO THE JOB SITE JUST PRIOR TO ROOF INSTALLATION WHEN POSSIBLE OR STORED IN CLOSED VANS. 4.5 ROOFING kITUMENS MAY BE STORED UNPROTECTED ON THE GROUND. HOWEVER, MOISTURE & DIRT SHOULD BE REMOVED FROM ROOFING BITUMENS BEFORE THEY ARE HEATED. 4.6 LIDS SHOULD BE RE-PLACED ON CANS OF MATERIAL STORED ON .THE JOB SITE. 4.7 INSULATION MATERIALS SHOULD BE HANDLED WITH CARE. 4.8 SOME INSULATION MATERIALS ARE EXTREMELY LIGHT AND MUST BE WEIGI-ITED IN STORAGE TO PREVENT WIND DAMAGE. BUILT-UP ROOFING 5.1 THE APPROVED ROOFING MEMBRANES ARE: MANUFACTURER GAF CORPORATION OWENS-CORNING FIBERGLAS MANVILLE MANVILLE TAMKO SPECIFICATION # 104-GN 423-WGD 4-ALG 4-GLG 401 5.2 THERE ARE NO EXCEPTIONS OR SUBSTITUTES FOR THESE APPROVED MEMBRANES. 5.3 ROOF ROCK SHALL CONFORM TO A.S.T.M. D-1863-64. 5.4 ALL PITCH PANS TO BE FILLED COMPLETELY WITH NOAH'S PITCH AS MANUFACTURED BY CELOTEX. (NO SUBSTITUTES ALLOWED). 7-2 6, APPLICATION 6.1 THE ZONOLITE ROOF DECKS MUST BE SURFACE DRY AND REASONABLY SMOOTH PRIOR TO ROOFING. THE ZONOLITE ROOF DECK CAN AND SHOULD BE ROOFED WITHIN 48 HOURS FROM PLACEMENT. IF THE DECK SUPPORTS FOOT TRAFFIC WITHOUT INCURRING SURFACE DAMAGE. 6.2 THE FIRST PLY OF ALL APPROVED ROOFING MEMBRANES SHALL BE NAILED TO THE ZONOLITE ROOF DECK WITH THE ZONOLITE BASE PLY FASTENER. REFER TO THE CURRENT RECOMMENDATIONS OF THE APPROPRIATE INDIVIDUAL ROOFING MANUFACTURER FOR SPECIFICS REGARDING NAILING PATTERNS, INSTALLATIONS OF THE REMAINING PLIES, AS WELL AS THE TOP POUR AND AGGREGATE SURFACING. 7. ROOF FLASHING 7.1 ONE OF THE FOLLOWING APPROVED FLASHING SYSTEMS SHALL BE USED AT ALL VERTICAL WALL SURFACES: MANUFACTURER SPECIFICATION ~f GAF CORPORATION TYPE 6 OWENS-CORNING FIBERGLAS PERMA FLASH JOHNS-MANVILLE FE-1 METAL COUNTERFLASHING SHALL BE MINIMUM 26 GAUGE GALVANIZED IRON AND SHALL LAP DOWN A MINIMUM OF FOUR (4) INCHES. SAID FLASHING SHALL BE INSTALLED EXACTLY AS PER SPECIFICATIONS. CAP FLASHING TO BE INSTALLED AT 12" ABOVE ROOF (EXCEPT AT FRONT FACADE WHERE METAL CAP FLASHING SHALL BE AS DETAILED). 7.2 SAVE FLASHING AND GRAVEL STOP AND DRIP SHALL BE OF 24 GAUGE GALVANIZED STEEL ONE PIECE, INSTALLED AS DETAILED. SIX INCH LAP JOINTS SHALL BE INSTALLED AT APPROXIMATELY 30 FOOT CENTERS. 8. CAREY-TRED PROVIDE AND INSTALL A WALKWAY SYSTEM ON THE ROOF CONSISTING OF 36" X 72" X 1/2" THICK CAREY-TRED AS MANUFACTURED BY "THE CELOTEX CORPORATION" SEE SHEET A-11 OF PUBLIX PLANS FOR CAREY-TRED PATTERN. CAREY-TRED ROOF WALKWAY IS APPLIED TO THE SMOOTH- SURFACE ROOF OR FELTS (PRIOR TO GRAVELING) WITH CELOTEX S.I.S. ADHESIVE OR WITH THE SAME BITUMEN BEING USED IN THE BUILT-UP ROOF CONSTRUCTION(ASPHALT OR PITCH). CAREY-TRED PANELS SHOULD BE SPACED LIKE STEPPING STONES, WITH A MINIMUM SIX (6) INCH BETWEEN PANELS. (NO SUBSTITUTIONS) 7-3 9. WORKMANSHIP ALL WORK UNDER THIS DIVISION SHALL BE INSTALLED BY SKILLED WORKMEN APPROVED BY THE MANUFACTURER FURNISHING THE MATERIAL AND IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. THIS CONTRACTOR IS RESPONSIBLE FOR OWN CUTTING, PATCHING, AND HANGING; ALSO CUTTING THROUGH POURED ROOF AND METAL DECK FOR PITCH PANS. 10. ROOF SERVICE GUARANTEE UPON COMPLETION OF THE AFOREMENTIONED BUILT-UP ROOFING, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A FIVE (5) YEAR ROOF SERVICE GUARANTEE FOR BUILT-UP ROOFING AND FLASHING AS HEREIN SPECIFIED. BOND SHALL BE PROPERLY SIGNED BY ROOFING MANUFACTURER. 11. DOWNSPOUTS AND GUTTERS AND SCUPPERS FURNISH AND INSTALL 22 GAUGE GALVANIZED DOWNSPOUTS AND GUTTERS ON EXTERIOR, SIZED AS SHOWN ON DRAWINGS. SUPPORT GUTTERS AT MAXIMUM 36" O.C. AND DOWNSPOUTS AT FIVE (5) FEET ON CENTER. ALL JOINTS MUST BE SOLDERED. 12. TESTING AND INSPECTION PUBLIX RESERVES THE RIGHT TO REQUIRE THE TESTING OF THE FINISHED ROOF. IF THE ROOF, AS TESTED, MEETS THE REQUIREMENTS AS SET FORTH IN THESE SPECIFICATIONS, PUBLIX SHALL PAY THE CONTRACTOR $50.00 FOR EACH TEST SAMPLE. THIS PRICE INCLUDES CUTTING AND PATCHING SAtVIPLE AREA. IF THE ROOF AS TESTED FAILS TO MEET THE REQURRMENTS AS SET FORTH IN THESE SPECIFICATIONS, ALL COSTS INVOLVED SHALL BE BORNE BY THE CON?RACTOR. PUBLIX SHALL DESIGNATE THE POINTS AT WHICH 8" X 40" SAMPLES SHALL BE CUT BY THE CONTRACTOR FROM THE FINISHED ROOFING. ACTUAL TESTING OF SAMPLE SHALL BE DONE AND REPORT SUBMITTED BY APPROVED TESTING LABORATORY. AREAS WHERE SAMPLES ARE TAKEN SHALL BE PATCHED AND MADE WATER TIGHT BY THE CONTRACTOR IMMEDIATELY AFTER THE SAMPLES ARE APPROVED. PUBLIX SHALL PAY FUR INDEPENDENT TESTING COSTS, IF SAMPLE MEETS SPECIFICATIONS; AND THE CONTRACTOR SHALL PAY IF TEST IS UNSATISFACTORY. 7-4 '" DIVISION 8 CARPENTRY AND MILLWORK 1. SCOPE 1.1 SEE PLANS, ROOM SCHEDULES AND DETAILS FOR MATERIALS, ETC. FRAME FOR ALL CONCRETE BEAMS, SLABS, ETC., DO ALL WOOD FURRING REQUIRED. 1.2 NO USED LUMBER OR OTHER MATERIALS WILL BE ALLOWED. ALL MATERIALS SHALL BE PROPERLY PROTECTED AFTER DELIVERY TO JOB SITE. 1.3 ALL INTERIOR PARTITIONS ARE OF 20 GA. 3 1/2" STEEL STUDS @ 16" O.C., UNLESS OTHERWISE SHOWN OR NOTED. 1.4 ALL STEEL STUDS TO BE EQUAL TO U.S. GYPSUM OR INRYCO GALVANIZED SCREWABLE CHANNEL TYPE STUDS OF SPECIFIED SIZE. ALL INTERIOR METAL STUDS TO BE A MINIMUM OF 20 GAUGE. 1.5 INSTALL ALL STAINLESS STEEL AND COUNTER TOPS AS FURNISHED BY PUBLIX, AS SHOWN AND HEREIN SPECIFIED. STAINLESS STEEL COLUMN COVER, AND JAMBS, FURNISHED AND INSTALLED BY CONTRACTOR. ALL STAINLESS STEEL TO BE 18 GAUGE, TYPE 304 WITH NUMBER THREE POLISH, OF DOMESTIC MANUFACTURE. 1.6 WHERE REQUIRED BY CODE, DRAFT STOP SHALL BE PROVIDED BY GENERAL CONTRACTOR AND SHALL BE A PART OF THE BUILDING CONTRACT. gARRIER5 SHALL BE FROM ROOF DECK DOWN TO CEILING TILE, CONSTRUCTED OF 1 7i8" STEEL STUDS WITH ONE LAYER OF 1/2" SHEETROCK ON ONE SIDE. ARRANGE DRAFT STOP WALLS SO THAT CEILING TILES ARE REMOVABLE IF REPLACEMENT IS REQUIRED. 1,7 PROVIDE & INSTALL ALL KEMLITE 3/32" FIBERGLASS REINFORCED POLYESTER PANELS, GLUE, DIVIDER STRIPS AND INSIDE AND OUTSIDE CORNERS (EXCEPT IN DELI DEPARTMENT WHICH WILL BE SUPPLIED BY PUBLIX) 1.8 FIBERGLASS REINFORCED POLYESTER PANELS SHALL BE AS MANUFACTURED BY KEMLITE OR MARLITE. ANY OTHER iVIANUFACTURER SHALL HAVE PRIOR WRITTEN APPROVAL. 2. MATERIALS 2.1 ALL STUD (AND/OR) JOIST FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE AND GAUGE AS SHOWN ON THE PLANS AND SHALL BE MANUFACTURED BY THE MILCOR DIVISION OF INRYCO, INC. OR U.S. GYPSUM OR PRIOR APPROVED EQUAL. 8-1 2.2 ALL GALVANIZED 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE A, WITH A MINIMUM YIELD OF 33,000 PSI. 2.3 ANY LUMBER USED IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED. 2.4 PLYWOOD, EXCEPT AS OTHERWISE SPECIFIED OR PROVIDED, SHALL CONFORM TO REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD SHALL BE OF EXTERIOR GRADES GROUP 1, FIR AC AS MFG. BY APA. SHEATHING GRADE PLYWOOD SHALL BE FIR OR PINE, 4 PLY, EXTERIOR GLUE. 2.5 ROUGH HARDWARE, INCLUDING 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. 2.6 ALL INTERIOR EXPOSED WOOD TRIM SHALL BE C-GRADE FIR. BASE SHALL BE 1 X 4 C-GRADE FIR WITH 45 DEGREE SANITARY CUT TOP. 2.7 INTERIOR HORIZONTAL CEDAR TO BE "COASTAL WESTERN RED CEDAR" 7/ 16" X 6" KILN DRIED, T. & G., V-JOINT ON SMOOTH SIDE WITH ROUGH BACK SQUARE EDGE. WOOD LAID AT HORIZONTAL OR 45 DEGREE AS SHOWN ON DRAWINGS. GRADING: W.C.L.B. (WEST COAST LUMBER INSPECTION BUREAU)-GRADE RULE ~~16, REVISED 12/1/76 PARAGRAPH ~~149. VARIATIONS IN WOOD COLOR TO BE EXPECTED AND DESIRED. GRADE "D" AND BETTER. 2.8 INTERIOR WOOD DOORS SHALL BE EQUAL TO 1 3/4" SOLID BIRCH WOOD CORE FLUSH DOORS, SUPPLIED WITH ANY LIGHT OPENINGS OR LOUVERS AS DETAILED OR CALLED FOR ON DRAWINGS; VENEER MATERIALS, BIRCH 1/8", SUITABLE FOR PAINTING. 2,9 WOOD CASED OPENINGS SHALL BE FRAMED WITH NOMINAL 2 X 4 FRAME, AND WOOD CASING TRIM OF CLEAR FIR, OR POPLAR. ALL WOOD DOOR JAMBS SHALL BE 5/4 JAMBS "C" GRADE FIR, EXCEPT DURUS DOORS SHALL HAVE 1-1/2" THICK JAMBS (SEE DETAILS ON PLANS). 2.10 FURNISH AND INSTALL USG 1/2","FIRECODE C" SHEATHING, OR GOLD BOND "FIRE SHIELD" AND "M R" BOARD 1/2" THICK, WHERE CALLED FOR, AND AS PER MANUFACTURER RECOMMENDATIONS. 2.11 FIBERGLASS PANELS: SHALL BE 3/32" THICK, IN 48" INCH WIDE SHEETS BY ROOM HEIGHT LONG. INSTALL WITH APPROVED CONTACT CEMENT OVER 1/2" DRYWALL. FIBERGLASS PANELS SHALL BE INSTALLED VERTICAL WITH "T" MOLD BETWEEN SHEETS AND INSIDE AND OUTSIDE CORNERS AS REQUIRED. NO WATER BASE CONTACT CEMENT WILL BE APPROVED. WHERE 12' HIGH CEILINGS OCCUR FIBERGLASS PANELS SHALL BE 4' X 12'. NO HORIZONTAL JOINTS WILL BE ACCEPTED IN FIBERGLASS PANELS. 8-2 2.12 PANELINGS USED SHALL BE AS FOLLOWS: "CHAMPION WOOD PRODUCTS", "CRAFTSMAN II LIGHT HICKORY" PREFINISHED V- PLANK, 3 PLY 1/4" THICK. INSTALL OVER 1/2" THICK SHEETROCK. 2.13 INSULATE WALLS AROUND MEAT CUTTING, PACKAGING ROOM, EMPLOYEE LOUNGE OVER MANAGER'S OFFICE, AND REST ROOMS AS INDICATED ON PLANS WITH 3-1/2" GATT INSULATION. 2.14 INSTALL SHEETROCK J-MOLD AT CEILING AND WALL JUNCTURE WHERE REQUIRED. 3. WORKMANSHIP 3.1 STEEL STUD FRAMING COMPONENTS MAY BE PREASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING. 3.2 ALL FRAMING COMPONENTS SHALL BE CUT 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 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. 3.4 STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. 3.5 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. 3.6 WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT S"CUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE, WALLS UP TO 10'0" HEIGHT: ONE ROW AT MID-HEIGHT. WALL EXCEEDING 10'0" HEIGHT: BRIDGING ROWS SPACED NOT TO EXCEED 5'0" ON-CENTER. 3.7 CAREFULLY LAY OUT, CUT, FIT AND SECURELY ERECT ALL FRAMING AND ALL OTHER ITEMS OF CARPENTRY. DO CUTTING OR OTHER CARPENTRY WORK NECESSARY FOR BUILDING IN WORK OF ALL TRADES. ADEQUATE AND SUBSTANTIAL FURRING, BLOCKING, GROUNDS, AND SUPPORTS PROPERLY ANCHORED, SHALL BE PROVIDED FOR ALL PANELING, TRIM AND ETC. 3.8 ACCURATELY FI"t ALL DOORS: SWING DOORS TO HAVE 1/8" CLEARANCE AT SIDES AND TOP, 3/16" AT BOTTOM UNLESS NOTED TO BE UNDERCUT. 8-3 3.9 PROVIDE AND INSTALL 7/8" 20 GAUGE GALVANIZED STEEL DRYWALL FURRING CHANNELS VERTICALLY AT 16" O.C. FOR ALL PANELED WALLS ON MASONRY, AND OTHERS AS REQUIRED. ALL BLOCKING, ETC., AS REQUIRED FOR ALL STORE FRONT SASH AND ASSOCIATED ITEMS SHALL BE PRESSURE TREATED WOOD. 3.10 PANELING WOODWORK, TRIM, DOORS, HARDWARE, ETC., SHALL BE PROTECTED AFTER DELIVERY TO JOB AND AFTER INSTALLATION. 3.11 ALL TRIM, PANELING ETC., TO BE FINISHED SHALL BE SMOOTHED AND SANDED SUFFICIENTLY TO PRODlJCE A SMOOTH FINISH SURFACE AND A GENERAL FIRST CLASS APPEARANCE. WHERE ROOM CEILING HEIGHTS ARE TEN FEET AND ON STAIR WALLS, PANELING SHALL BE IN TEN FOOT LENGTHS. 3.12 AT THE EDGE OF ALL PLYWOOD THERE SHALL BE EITHER A VERTICAL STUD OR A HORIZONTAL .BACKING TO NAIL INTO. 3.13 ANCHORAGE: ALL WOOD FRAMING MEMBERS IN CONTACT WITH STEEL, CONCRETE OR MASONRY TO 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 INSTALLF_D AS THE WORK PROGRESSES. 3.14 GROUNDS AND NAILING STRIPS: FURNISH AND SET DRESSED WOOD GROUNDS FOR ALL TRIM. CHECK FOR PERFECT ALIGNMENT WITH LONG STRAIGHT EDGE. 3.15 BLOCKING: FURNISH AND SET ALL WOOD BLOCKING AND BACKING AS REQUIRED FOR THE PROPER INSTALLATION OF PLUMBING AND FIXTURES, CABINETS, MISCELLANEOUS ACCESSORIES, ETC. BLOCKING BETWEEN STUDS MUST BE PROVIDED AT JOINTS BUTTING TWO PIECES OF PLYWOOD OR OTHER MATERIAL. 3.16 PROTECT FINISHED MILLWORK AND WOOD WORK FROM INJURY AFTER I7 HAS BEEN SET IN PLACE UNTIL COMPLETION AND ACCEPTANCE. 4. PRESSURE TREATMENT 4.1 WOOD IN CONTACT WITH CONCRETF_ OR MASONRY SHALL BE WOLMANIZED PRESSURE TREATMENT, AS PER ROBBINS MFG. CO. 5. _MEAT CUTTING ROOM, MEAT WRAPPING ROOM, DELI KITCHEN, DELI DEPARTMENT, PRODUCE WORK ROOM AND BAKERY WALLS 5.1 GENERAL CONTRACTOR SHALL FURNISH 1/2" EXTERIOR, GRADE PLYWOOD, SECURELY AND TIGHTLY NAILED TO THE STUD WALLS AS GROUNDS FOR SHELVING ETC. LOCATIONS AS DIRECTED BY PUBLIX REPRESENTATIVE. 5.2 GENERAL CONTRACTOR SHALL INSTALL, ALL KEMLITE FIBERGLASS 8-4 AND STAINLESS STEEL ON WALLS, AS SHOWN ON PLANS AND FINISH SCHEDULE. PUBLIX TO FURNISH PLYWOOD PANELS FOR STAINLESS STEEL BELOW DELI HOOD. ALL MASTIC AND CONTACT CEMENT TO BE FURNISHED BY CONTRACTOR AND APPROVED BY PUBLIX PRIOR TO APPLICATION. 5.3 CUTTING OF ALL HOLES IN STEEL COVERED PANELS FOR ELECTRICAL AND PLUMBING OUTLETS SHALL BE BY GENERAL CONTRACTOR, NEATLY AND ACCURATELY TO PRODUCE HIGH QUALITY APPEARANCE. 5.4 ALL WALLS SHALL BE FINISHED BEFORE ANY CEILING WORK IS DONE. WALLS SHOULD BE INSTALLED AS SOON AS THE COOLER AND FREEZER ARE INSTALLED. 6. MARLITE PLANK WALLS 6.1 IN ALL SCHEDULED AREAS, 1/4" X 16" X 96" MARLITE PLANK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS USING ADHESIVE FURNISHED BY PUBLIX AND NAILING CLIPS PACKAGED WITH THE MARLITE PLANK. COLOR TO BE ~f326-S2 NATURAL OAK DESIGN (2" SCORE). 7. METAL DOORS AND FRAMES 7.1 DOORS AND FRAMES SHALL BE FABRICATED FROM STEEL. THE STEEL SHALL BE COLD ROLLED, OR HOT ROLLED, PICKLED AND OILED. DOOR PANELS SHALL BE FABRICATED FROM STEEL WITH A STRETCHER LEVEL DEGREE OF FLATNESS. SEE DOOR SCHEDULE FOR SIZES. 7.2 HOLLOW METAL DOORS AND FRAMES SHALL CONFORM TO THE REQUIREMENTS OF U.S. COMMERCIAL STANDARD CS 242-62 AND BEAR THE "QUALITY GUARANTEE" LABEL OF THE STEEL DOOR INSTITUTE. MANUFACTiJRER OF HOLLOW METAL DOOR5 AND FRAMES SHALL BE A MEMBER OF THE STEEL DOOR INSTITUTE. 7.3 ALL DOORS AND FRAMES SHALL BE BONDERIZED AND PAINTED WITH ONE COAT OF RUST INHIBITIVE QUALITY PRIMER, OVER DRIED AND TESTED TO ASTM D-714 AND B-117 FOR HUMIDITY CABINET AND SALT SPRAY TESTS. 8. FINISH HARDWARE: THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL FINISH HARDWARE AS WILL BE REQUIRED, AND AS HEREIN PROVIDED. FRONT ENTRANCE DOOR AND DURU5 DOOR HARDWARE BY PU43LIX. FURNISH ARCHITECT WITH COPIES OF FINAL HARDWARE SCHEDULE FOR APPROVAL. HANDICAPPED GRAB RAILS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR IN ROOMS "MEN-ROOM ~~106" AND "WOMEN- ROO'~9 ~~107" LOCATED ON EACH SIDE OF HANDICAPPED TOILET COMPARTMENTS. GRAB RAILS TO BE CHROME PLATED OR STAINLESS STEEL AND TO MEET ALL STATE AND LOCAL CODES FOR HANDICAPPED REQUIREMENTS. 8-5 8.1 RELATED DOCUMENTS: ALL APPLICABLE PROVISIONS OF THE GENERAL CONDITIONS ARE A PART OF THIS SECTION. WORK COVERED BY THIS SECTION OF SPECIFICATIONS CONSISTS OF FURNISHING AND DELIVERING TO THE JOB SITE FOR FITTING AND INSTALLATION, ALL FINISH HARDWARE COMPLETE, IN ACCORDANCE WTH THIS SECTION AND APPLICABLE DRAWINGS AND SUBJECT TO TERMS AND CONDITIONS OF CONTRACT. IT IS INTENDED THAT THE FOLLOWING LIST OF HARDWARE WILL COVER ALL FINISH HARDWARE TO COMPLETE THE PROJECT. OMISSIONS ANDiOR DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION DURING THE BIDDING PERIOD. HARDWARE FOR LABELED OPENINGS SHALL MEET U.L. REQUIREMENTS WHETHER SPECIFIED HEREIN OR NOT. $.2 SUPPLIER: FINISH HARDWARE SHALL BE FURNISHED BY ONE APPROVED BY THE ARCHITECT AS HAVING APPROPRIATE TECHNICAL KNOWLEDGE AND EXPERIENCE TO CORRECTLY INTERPRET DRAWINGS AND SPECIFICATIONS. SUPPLIER SHALL HAVE AN ARCHITECTURAL HARDWARE CONSULTANT PREPARE HARDWARE LIST. SUPPLIER SHALL BE BONA-FIDE DIRECT DISTRIBUTOR OF ALL MATERIALS FURNISHED. 8.3 DELIVERY: ALL ITEMS OF FINISH HARDWARE SHALL BE DELIVERED TO THE PROJECT SITE, OR AS OTHERWI5E SPECIFIED OR REQUIRED, AND SHALL BE CHECKED IN FOR COMPLETENESS AND FAMILIARIZATION WITH THE CONTRACTOR. ALL ITEMS OF FINISH HARDWARE SHALL BE PACKAGED, NUMBERED, tABELED TO IDENTIFY EACH OPENING FOR WHICH IT IS INTENDED AND TO CORRESPOND WITH ITEM NUMBERS ON THE APPROVED HARDWARE SCHEDULE. 8.4 TEMPLATES: ALL FINISH HARDWARE TO BE INSTALLED ON OR IN 'METAL DOORS AND/OR FRAMES SHALL BE MANUFACTURED TO TEMPLATE. TEMPLATE MACHINE SCREWS SHALL BE FURNISHED FOR ALL SUCH MATERIALS. THIS SUPPLIER SHALL FURNISH HARDWARE SCHEDULE AS APPROVED BY THE ARCHITECT AND ALL NECESSARY TEMPLATE TRANSMITTALS TO METAL FRAME FABRICATORS OR OTHER SUPPLIERS REQUIRING SAME, FOR THEIR COORDINATION AND USE. 8.5 SCHEDIJLES: 8.5.1 SUBMIT COMPLETE TYPEWRITTEN HARDWARE IN TRIPLICATE TO THE ARHCHITECT FOR APPROVAL. AFTER APPROVAL, PROVIDE REQUIRED NUMBER OF COPIES OF APPROVED HARDWARE SCHEDULE FOR DISTRIBUTION. NO FACTORY ORDER SHALL BE PLACED FOR MATERIALS UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT. 8.5.2 ONE CURRENT COPY OF A CATALOGUE CUT SHALL BE SUBMITTED WITH THE HARDWARE SCHEDULE FOR EACH ITEM OF HARDWARE LISTED IN THE SCHEDULE. 8.5.3 EACH ITEM IN THE SCHEDULE SHALL BE IDENTIFIED ON 8-6 THE FIRST PAGE OF THE SCHEDULE BY THE MANUFACTURER'S NAME. 8.6 RESPONSIBILITY: IT SHALL BE THE SUPPLIER'S RESPONSIBLITY TO FURNISH HARDWARE IN ACCORDANCE WITH THE INTENT OF THE SPECIFICATION. WHERE, BY VIRTURE OF ARCHITECTURAL DESIGN OR BY FUNCTION, A CHANGE IS NECESSARY, HARDWARE OF EQUAL DESIGN AND QUALITY SHALL BE FURNISHED UPON WRITTEN APPROVAL OF ARCHITECT. 8.7 LOCATION5: 8.7.1 HARDWARE LOCATIONS DIMENSION SHALL BE AS FOLLOWS -DISTANCE FROM FINISH FLOOR TO CENTER LINE OF: DOOR KNOB DOOR PULL DEADLOCK EXIT BOLT CROSS BAR PUSH PLATE BUTT HINGES 38" 42" 60" 45" 50" BOTTOM HINGE - FINISH FLOOR TO BOTTOM OF HINGE IO". TOP HINGE - HEA1~ RABBET TO TOP OF HINGE 5". CENTER HINGE - EQUI- DISTANCE BETWEEN TOP AND BOTTOM HINGES. 8.7.2 OTHER THAN THOSE DOORS THAT ARE RESTRICTED TO LESS THAN 180 DEGREE OPENING BY BUILDING OR BY OVERHEAD HOLDERS OR STOPS, ALL BUTTS AND/OR CLOSER ARMS 5HALL BE OF SUFFICIENT SIZE TO ALLOW FULL 180 DEGREE OPENING OF DOORS. 8.8 FINISHES: 8.8.1 BUTTS - EXTERIOR: USP 8.8.2 BUTTS -INTERIOR: USN 8.8.3 LOCKS: US26D 8.8.4 PUSH, PULL & KICK PLATES: US32D 8.8.5 CLOSERS: SBL 8.$.6 EXIT ALARM LOCKS: 8.8.7 DOOR STOPS AND MISC. US26D OR US32D 8.9 BUTTS: 8.9.1 DOORS 1-3/4" THICK - MINIMUM 4-1/2" HIGH 8-7 8.9.2 DOORS 1-3/8" THICK - MINIMUM 3-1/2" HIGH 8.9.3 EACH DOOR SHALL NOT HAVE LESS THAN THREE HINGES. DOORS 8'-0" AND HIGHER SHALL HAVE FOUR HINGES WHETHER SPECIFIED UNDER ITEMS OR NOT. 8.9.4 ALL BUTTS USED WITH DOOR CLOSERS SHALL BE BALL BEARING. ALL EXTERIOR DOORS SHALL HAVE BALL BEARING BUTTS, EXCEPT AS OTHERWISE SPECIFIED. 8.9.5 APPROVED MANUFACTURERS ARE STANLEY, MCKINNEY, HAGER, AND LAWRENCE. 8,10 8.11 LOCKSETS: 8.10.1 SHALL BE ONE OF THE FOLLOWING MANUFACTURERS OR APPROVED EQUAL AND SHALL BE FURNISHED IN THE FUNCTION AS SPECIFIED IN THE HARDWARE SETS: MANUFACTURER DESIGN SERIES RUS5WIN ASHFORD 400 CORBIN GLOBAL 400 SCHLAGE ORBIT D 8.10.2 .ALL KNOBS, ESCUTCHEONS, LOCKSETS AND CYLINDERS SHALL BE THE PRODUCTS OF ONE MANUFACTURER. 8.10.3 MINIMUM WALL THICKNESS OF KNOBS AND ROSES SHALL BE .101" AND .099 RESPECTIVELY. 8.10.4 ALL LATCH BOLTS SHALL HAVE 3/4" THROW. ALL DEADBOLTS SHALL HAVE HARDENED STEEL INSERTS AND 1" THROW. CLOSERS: 8.11.1 CLOSERS SHALL BE ONE OF THE FOLLOWING MANUFACTURERS OF APPROVED EQUAL AND SHALL BE FURNISHED IN THE MANUFACTURERS RECOMMENDED PRINTED SIZE FOR SPECIFIED CONDITION UNLESS OTHERWISE NOTED IN THE HARDWARE SETS. CLOSERS SHALL 13E FULL RACK AND PINION COMPLETE WITH BACK CHECK, SPRINGS SHALL BE MOTOR CLOCK TYPE. FURNISH FLUSH MOUNT TRANSOM BRACKETS WHERE NO TRANSOM BAR EXISTS. FURNISH PARALLEL ARM WHERE REQUIRED. ~VIANUFACTURER SERIES RUSSWIN 2800 CORBIN 100 YALE 3200 8-8 '""' 8.12 DOOR TRIM: ALL PUSH PLATES, PULL5, PULL PLATES, KICK AND/OR ARMOR PLATES SHALL BE ANY OF ONE OF THE FOLLOWING MANUFACTURERS' PRODUCTS OR APPROVED EQUAL IN CATALOGUE NUMBER AS SET FORTH HEREIN: MANUFACTURER PUSH PLATE PULL PLATE KICK PLATE BROOKLINE 69 54C 10" OR 8" BALDWIN 100/8 X 16 100 X 943/4 X 16 X 2LDW CIPCO 550U 550K X 34SP 8.13 SILENCERS: ALL INTERIOR WOOD AND METAL DOOR FRAMES SHALL HAVE DOOR SILENCERS TYPE 33 OR 34, THREE PER SINGLE DOOR; TWO PER PAIR OF DOORS. 8.14 DOOR HOLDERS: 8.14.1 HOLDER5 SHALL BE ONE OF THE FOLLOWING MANUFACTURERS OR APPROVED EQUAL AND SHALL BE FURNISHED IN THE MANUFACTURERS' RECOMMENDED SIZE FOR THE SPECIFIED CONDITION UNLESS OTHERWISE NOTED IN THE HARDWARE SETS. ALL HOLDERS SHALL BE AUTOMATIC WITH ADJUSTABLE HOLDING FORCE. FURNISH FLUSH MOUNT TRANSOM BRACKETS WHERE NO TRANSOM BAR EXISTS. MANUFACTURER GLYNN-JOHNSON RUSSWIN CORBIN 8.15 DOOR STOPS: TYPE GJ370, F44M X PIPE, F40M-X, W40M-X, GJ80M 1650, P239 X PIPE, 232-1/2, 230-1/2 X 522 865, P2819 X PIPE, 2810-12, 2812-12, 812 8.15.1 STOPS SHALL BE RUSSWIN OR APPROVED EQUAL: 8.16 KEYING: 8.16.1 ALL LOCKS SHALL BE MASTER KEYED PER INSTRUCTIONS OF ARCHITECT AND/OR OWNER. SUBMIT A PROPOSED KEYING SCHEDULE FOR APPROVAL. FURNISH SIX (6) MASTER KEYS AND TWO (2) KEYS FOR EACH LOCK. 8.17 FASTENINGS: 8.17.1 ALL SCREWS SHALL BE OF MATCHING FINISH TO THEIR PRODUCT AND SHALL BE THE MANUFACTURERS' STANDARDS FOR THAT ITEM. 8.18 HARDWARE SCHEDULE: 8-9 ""' GROUP A DOORS: 3, 4, 5, 6, 19, 20, 2 ~, 22, 42, 43, 44 AND 45 EACH TO HAVE: 1-1/2 PAIR BUTTS FBB179 4-1/2 X 4-1/2 USP 1 PUSH PLATE 69 8 X 16 US32D 1 PULL PLATE 54C 4 X 16 US32D 1 DOOR CLOSER 2800 SNB SBL 1 KICK PLATE 8 X 't LDW 1 DOOR STOP 407S US32D GROUP B DOORS: 7 AND 8 EACH TO HAVE: 1-1/2 PAIR BUTTS I~ 179 4-1/2 X 4-1/2 USP 1 LOCK 440 ASHFORD US26D 1 DOOR STOP 4368 OR 407-1/2S AS REQUIRED '"' GROUP C DOORS: 17 AND 36 EACH TO HAVE: 1-1/2 PAIR BUTTS FBB179 4-1/2 X 4-1i2 NRP USP 1 EXIT ALARM LOCK 230H (CYL. INSIDE ONLY) DETEX 1 CYLINDER 1291 DETEX 1 THRESHOLD 155AV OR AS REQUIRED AL 1 SECURITY BAR "CONCRAFT" GROUP D DOOR: 41 TO HAVE: 1-1/2 PAIR BUTTS FBB179 4-1/2 X 4-1/2 NRP USP 1 EXIT ALARM LOCK 230H DETEX 2 CYLINDERS 1291 US26D 1 DOOR PULL 750AT US26D 1 DOOR STOP be HOLDER 4458 US26D 1 THRESHOLD i55AV OR AS REQUIRED AL 1 SECURITY BAR "CONCRAFT" 8-10 '' GROUP E ACCESS DOORS: 11, 14, 40, 47 AND 50 EACH TO HAVE: I PAIR SPRING HINGES 343-2" US2C 1 DOOR PULL 4482 1-1/4" US26D 1 HASP AND STAPLE ~* GROUP F DOORS: 9 AND 23 EACH TO HAVE: 1-1/2 PAIR BUTTS F179 4-1/2 X 4-1/2 USP 1 LATCHSET 410 ASHFORD US26D 1 DOOR STOP 407S US32D GROUP G ROOF HATCH & O.H. DOORS: 16, 37 AND 53 EACH TO HAVE: 1 PADLOCK 2863AH GROUP H TELEPHONE CABINET DOOR: 28 TO HAVE: 3 PAIR SPRING HINGES 342-2" US2C 2 DOOR PULLS 4482 1 1/4" US26D GROUP 1 CABINETS IN DELI DEPARTMENT EACH TO HAVE: 1 PAIR HINGES 332 1 MAGNETIC CATCH 41 I PULL 4482 1-l/4" US26D GROUP K MACHINE ROOM DOORS: 54 AND 55 EACH TO HAVE: 1-1/2 PAIR BUTTS FB8179 4-1/2 X 4-1/2 NRP USP HASP AND STAPLE WITH PADLOCK 2863AH MISCELLANEOUS 48 COAT do HAT HOOKS 7082 (TOILET) 7 HANDRAIL BRACKETS DP-7081 (STAIRS) 8-11 DIVISION 9 DRYWALL SYSTEM 1. SCOPE FURNISH ALL LABOR, MATERIALS AND SCAFFOLDING TO SATISFACTORILY COMPLETE ALL DRYWALL WORK SHOWN ON DRAWINGS, SPECIFIED OR REQUIRED BY LOCAL CODES, AND AS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 2. MATERIALS 2.1 GYPSUM WALLBOARD, EQUAL TO GOLD BOND FIRE-SHIELD SUPER X 1/2" THICK OR U.S, GYPSUM FIRECODE "C" 1/2" THICK. LONG EDGES TAPERED, OR "MR" BOARD (SEE PLANS). BOARD DELIVERED TO JOB BUNDLED, WITH END TAPES BEARING U.L. LABEL AND MEETING ASTM C36 DESIGN NUMBER. 2.2 JOINT REINFORCING TAPE SHALL BE PERFORATED OR SPARKED. JOINT COMPOUND SHALL BE READY MIXED. 2.3 CORNER BEADS, CASING BEADS AND TRIM SHALL BE GALVANIZED STEEL. 2.4 CHANNELS FOR STEEL FRAME CEILINGS SHALL BE DRYWALL FURRING CHANNELS, WITH GOLD BOND SELF DRILLING DRYWALL SCREWS 1" LONG. 2.5 USE 1 1/2" OR 2" COLD ROLLED CHANNELS AS NEEDED FOR SPACING. 2.6 HANGER WIRE FOR SUSPENDED CEILING TO BE ~~8 GAUGE. 2.7 SCREWS SHALL BE 1" TYPE S, BUGLE HEAD. 3. II~ISTALLATION 3.1 CEILING 3.1.1 SPACE FURRING CHANNELS AT MAXIMUM 24" O.C. SADDLE TIE TO JOIST OR GOLD-ROLL CHANNELS WITH DOUBLE STRAND ~~16 GAUGE GALVANIZED TIE WIRE. 3.1.2 COLD-ROLL CHANNELS TO BE SUSPENDED BY ~~8 GAUGE WIRE AT MAXIMUM 4'-0" ON CENTER. 3.1.3 APPLY WALLBOARD LONG DIMENSION AT RIGHT ANGLES TO CHANNELS. LOCATE WALLBOARD BUTT JOINTS OVER CENTER OF FURRING CHANNELS. ATTACH WITH SCREWS 9-1 AS SPECIFIED, AT 12" O.C. IN THE FIELD OF THE BOARD AND 3" O.C. AT BUTT JOINTS LOCATED NOT LESS THAN 3/8" FROM EDGES. .I' 3.1.4 PROVIDE "J" MOLD WHEREVER DRYWALL CEILING B~f TO WALL OR ANY OTHER CHANGE IN MATERIAL. ~ 3:~WALLS 2.1 STEEL STUDS AT 16" ON CENTER. BOARDS SHALL BE SCRF_WED TO STEE TUDS WITH BUGLE HEAD DRY WALL SCREWS OF LENG AS RECOMMENDED Ia'f MANUFACTURER. 3.3 WALLS A CEILINGS 3.3.1 A h RMLY THIN LAYS JOINT COMPOUND SHALL BE APP OVER JOINTS AP OXIMATELY 4" WIDE. THE TAPE CENT OVER OINT D IMBEDDED INTO COMPOUND LEAVIiV FICIENT INT COMPOUND UNDER TAPE TO PRO'/IDE ER 8 .CEILING AND WALL ANGLES AND NSIDE CD ~,A ES SHALL BE REINFORCED WITH THE TAPE FOLDE ONFORM TO THE ANGLE AND IMBEDDED IN THE COMPO 3.3.2 AFTE'.R COMP NC HOROUGHLY DRY, THE TAPE SHALL BE COVER WITH A HER COAT OF JOINT COMPOUND SPREAD R THE T,~ D 3" EACH SIDE OF TAPE, AND FEATHE D OUT AT ED FTER THOROUGHLY DRY, APPLY OTHER t:OAT WI LIGHT, UNIFORM CROWN OVER E JOINT. THIS COA LL BE SMOOTH AND ED FF_ATHERED APPROXIM Y 3" BEYOND PE ,EDING COAT. 3.3.3 OA"t THE CORNERS, AND NAIL ORS W HEADS ADDITIONALLY AS PE MANUFACTURER ECIFICATIONS. 3 .4 EPJTI~2E AREAS SHALL BE INSTALLED NEAT ND CLEARLY AND READY TO RECEIVE FINISH AS 1~DULED. 3.4 CONTROL JOINTS: IN CEILING, INSTALL EXPANDABLE CON' JOINTS AS RECOMMENDED BY MANUFACTURER, AT MAXIM CENTER. ON 9-Z AS SPECIFIED, AT 12" O.C. IN THE FIELD OF THE BOARD AND 3" O.C. AT BUTT JOINTS LOCATED NOT LESS THAN 3/8" FROM EDGE5. 3.1.4 PROVIDE "J" MOLD WHEREVER DRYWALL CEILING BUTT TO WALL OR ANY OTHER CHANGE IN MATERIAL. 3.2 WALLS 3.2.1 STEEL STUDS AT 16" ON CENTER. 3.2.2 BOARDS SHALL BE SCREWED TO STEEL STUDS WITH BUGLE HEAD DRY WALL SCREWS OF LENGTH AS RECOMMENDED BY MANUFACTURER. 3.3 WALLS AND CEILINGS 3.3.1 A UNIFORMLY THIN LAYER OF JOINT COMPOUND SHALL BE APPLIED OVER JOINTS APPROXIMATELY 4" WIDE. THE TAPE CENTERED OVER JOINT AND IMBEDDED INTO COMPOUND LEAVING SUFFICIENT JOINT COMPOUND UNDER TAPE TO PROVIDE PROPER BOND. CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THE TAPE FOLDED TO CONFORM TO THE ANGLE AND IMBEDDED IN THE COMPOUND. 3.3.2 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 AND EDGES FEATHERED APPROXIMATELY 3" BEYOND PRECEDING COAT. 3.3.3 COAT THE CORNERS, AND NAIL OR SCREW HEADS ADDITIONALLY AS PER MANUFACTURERS SPECIFICATIONS. 3.3.4 ENTIRE AREAS SHALL BE INSTALLED NEATLY AND CLEARLY AND READY TO RECEIVE FINISH AS SCHEDULED. 3.4 CONTROL JOINTS: IN CEILING, INSTALL EXPANDABLE CONTROL JOINT5 AS RECOMMENDED BY MANUFACTURER, AT MAXIMUM 40' ON CENTER. 9-2 DIVISION 10 LATHING AND STUCCO 1. SCOPE STUCCO ON SIDEWALK CEILING,REAR CEILINGS, CANOPY AND ALL EXTERIOR WALLS, EXCEPT PARTY WALLS. EXTERIOR SIDE WALL TO RECEIVE SIMULATED BRICK (VERIFY WITH PLANS AND ELEVATIONS). 2. MATERIAL 2.1 METAL LATH: GOLD BOND DIAMOND MESH COPPER ALLOY STEEL, AT 3.4 POUNDS PER SQUARE YARD, GALVANIZED. 2.2 STUCCO: AN APPROVED BRAND OF CEMENT PLASTER, USING FLORIDA PORTLAND CEMENT. ASTM C-150. 2.3 LIME: APPROVED BRAND OF DRY HYDRATED FINISH LIME. 2.4 WATER: SHALL BE CLEAN AND POTABLE. 2.5 SAND: SHARP, CLEAN, WELL GRADED. ASTM C-35. 2.6 LATHING ACCESSORIES: 2.6.1 1 1/2" AND 3/4" CHANNELS OF COLD ROLLED STEEL. 2.6.2 PENNMETAL NO. 15 EXPANSION JOINTS, ZINC OR VINYL WITH 7i8" GROUNDS. 2.6.3 HANGING WIRES: MINIMUM 4~8 GAUGE FOR 1 1i2" CHANNELS ,,, AND ~~16 GAUGE FOR TIEING 3/4" CHANNELS, ALL GALVANIZED, ANNEALED STEEL WIRE. HOWEVER, WHEN SUSPENDING OVER A FOUR (4) FOOT DROP, USE 3/16" PENCIL RODS FOR HANGING. HANGERS AT MAXIMUM 4'0" O.C. FOR HANGING 1 1/2" CHANNELS. 2.7 WATER PROOFING: EQUAL TO LAMBERT CORPORATION, "HYDROCEL"; USE EXACTLY AS PER MANUFACTURER'S DIRECTIONS, IN ALL EXTERIOR STUCCO, FINAL COAT. 2.8 ALL MANUFACTURED MATERIALS: SHALL BE DELIVERED TO JOB IN ORIGINAL CONTAINERS BEARING NAME OF MANUFACTURER AND BRAND. KEEP MATERIALS DRY UNTIL USED. USE STRICTLY PER MANUFACTURERS SPECIFICATIONS. 3. MIXING AND PROPORTIONS 3.1 EMPLOY MECHANICAL MIXING. USE NO PARTIALLY SET OF LUMPY MATERIAL. 10-1 3.2 STUCCO ON EXTERIOR MASONRY TO BE TWO COAT WORK TOTALING 1/2" CONSISTING OF A COMBINATION SCRATCH AND BROWN COAT, AND A FINISH COAT WOOD TROWELED TO SMOOTH, LEVEL, SAND FINISH. WORK NEATLY TO ALL CORNERS. KEEP STUCCO WET FOR AT LSAT THREE (3) DAYS AFTER FINISHING. MIX INTERGRAI., WATERPROOFING INTO FINAL COAT OF STUCCO. 3.3 MIX: TWO (2) BAGS TYPE "S" M012TAR 3 1/2 CUBIC FEET SHARP SAND OR, ALTERNATE MIX OF: ONE (1) BAG PORTLAND ~~EMENT TWO (2) BAGS MORTAR 3 1/2 CUBIC FEET SAND 3.4 FIRST COAT (SCRATCH) APPLIEC~ ON MASONRY WALL WITH SECOND (FINAL) COAT APPLIED MINIMUN~ OF 24 HOURS LATER. 3.5 USE GROUNDS AND TEMPORARY' SCREEDS TO FORM CLEAN ,~ STRAIGHT LINES WITH EVEN THICKNESS WITHIN 1/8" TOLERANCE IN 10 FEET, AND WITH SQUARE COF:NERS. 3.6 WHERE STUCCO ABUTS OTHER 1liATERIALS, SCORE STUCCO TO V- JOINT. 3.7 STUCCO SUSPENDED IN CEILING ~, SHALL BE THREE COAT WORK TOTALING 1", USING 7/$" GROU[~ DS ON EXPANSION JOINTS AND CORNERS. 4. APPLICATION 4.1 SURFACES SHALL BE CLEAN BEI'ORE APPLICATION. 4.2 FINISH STUCCO SHALL BE TRUE AND PLUMB AND SHOW NO MORE THAN 1/8" CLEARANCE UNDER ~~ TEN (10) FOOT STRAIGHT EDGE. 4.3 CONTRACTOR SHALL PROTECT aLL FINSIHED SURFACES FROM DAMAGE AND DROPPINGS, SHALL THOROUGHLY CLEAN ALL ITEMS SO DAMAGED, AND SHALL LEAVE PREMISES FREE FROM DIRT AND DEBRIS CAUSED BY THE WORK. 4.4 COOPERATE WITH ELECTRICAL CONTRACTOR AND WITH OTHERS ON ANY FIXTURE INSTALLATION. REINFORCE HANGERS FOR LIGHT FIXTURE INSTALLATION. 4.5 INSTALL EXPANSION JOINTS IN SIDEWALK CEILING AT EACH COLUMN LINE. INSTALL NO CORNER BEADS ON EXTERIOR. 5. CLEAN UP 5.1 UPON COMPLETION OF THE STUCCO AND PLASTER WORK, REMOVE ALL IMPLEMENTS OF SERVICE, RUBBISH, AND DEBRIS FROM THE SITE LEAVING SAME IN A CLEAN CONDITION. 10-2 6. SECURITY WALL 6.1 IF PUBLIX MARKET IS IN A LINE OF STORES AS IN A SHOPPING CENTER, ALL PRECAUTION MUST BE TAKEN TO COMPLETELY ISOLATE THIS STORE FROM ALL OTHERS. IN PARTICULAR, THE AREA OVER THE SIDEWALK CEILING MUST BE WALLED OFF FROM ADJOINING STORES AT BOTH SIDES OF THE BUILDING, BY A MINIMUM OF A METAL STUD, LATH AND STUCCO PARTITION, TOTALING 3/4" THICKNESS EACH SIDE OF STUDS. 6.2 IN ALL SHOPPING CENTERS OWNED BY PUBLIX, WHERE THE SMALL STORES ARE A PART OF THE SHOPPING CENTER, THERE IS TO BE A FIRE AND SECURITY WALL LOCATED IN THE CANOPY ABOVE THE SIDEWALK, THIS FIRE WALL SHALL BE CONSTRUCTED OF FOUR INCH STEEL STUDS WITH 1/4" TRANSITS ON BOTH SIDES, OR METAL LATH AND STUCCO ON EACH SIDE OF FOUR INCH STEEL STUDS. THE LOCATION OF THIS SHALL BE AT THE PARTY WALL BETWEEN EACH AND EVERY STORE IN THE SHOPPING CENTER. IT SHALL RUN, FROM THE CEILING OF THE SIDEWALK ABOVE TO THE ROOF LINE. WHEN THE SHOPPING CENTER BID, GENERALLY, IT IS NOT KNOWN HOW MANY STORES WILL BE LOCATED IN THE "SHELL AREA", BUT IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UPON THE CONSTRUCTION OF EACH INDIVIDUAL STORE TO PROVIDE THIS SECURITY AND FIRE PROTECTION. 7. STUCCO BRICK 7.1 THE GENERAL CONTRACTOR SHALL INCLUDE STUCCO AS SHOWN ON PLANS FOR ALL JOBS. 7.2 SOME PUBLIX STORES SHALL HAVE SIMULATED BRICK CUT IN STUCCO ON EITHER OR BOTH SIDES OF THE BUILDING. ,, 7.3 THE DF_TERMINATION OF THIS SHALL BE BY ARCHITECT. VERIFICATION SHALL BE MADE BY THE CONTRACTOR ON A JOB TO JOB BASIS. 7.4 IF BRICK IS REQUIRED CREDIT SHALL BE GIVEN FOR THE STUCCO. 7.5 APPROVED SPLIT FACE CONCRETE BLOCK MAY ALSO BE USED IN LIEU OF BRICK, CONTACT ARCHITECT. 10-3 DIVISION 11 GLAZING AND ALUMINUM SASH 1. SCOPE 1.1 FURNISH AND INSTALL ALL GLASS AND RELATED ITEMS, INCLUDING GLAZING CLIPS, PUTTY, ETC., FOR PROPER COMPLETION OF PROJECT. OBTAIN SIZES FROM JOB SITE. 1.2 FURNISH AND INSTALL ALUMINUM STORE FRONT SASH AND TRIM, INCLUDING ALL ALUMINUM AND GLAZING ABOVE STANLEY DOOR PACKAGES. 1.3 FURNISH AND INSTALL GLAZING FOR FRONT ENTRANCE DOOR FRAMES COMPLETE, AND FOR ALL SASH AREAS. ,,, 1.4 COVER ALL TUBE COLUMNS IN FRONT WALL WITH .051 ALUMINUM BREAKMETAL, ALONG WITH ALL ALUMINUM BREAKMETAL ANGLES AS REQUIRED AND SHOWN ON PLANS. 2. MATERIALS 2.1 MANUFACTURER'S LABELS, SHOWING STRENGTH AND QUALITY, REQUIRED ON ALL GLASS AND ARE NOT TO BE REMOVED UNTIL INSPECTION AND APPROVED BY ARCHITECT. ALL GLASS SHALL CONFORM WITH FEDERAL SPECIFICATIONS DD-6-451A. 2.2 STORE FRONT SASH GLAZED WITH 1/4" TEMPERED HERCULITE POLISHED PLATE GLASS,AND 1" INSULATING GLASS OR EQUAL, IN SIZES AS DESCRIBED ON DRAWINGS, AND VERIFIED IN FIELD. 2.3 ALL GLASS IN PUBLIX TO BE LIGHT GRAY TINTED OR CLEAR, SEE FLOOR PLAN FOR LOCATION OF EACH. 2.4 STORE FRONT SASH SHALL BE ANACONDA, OR KAWNEER (NO SUBSTITUTES), SIZES AND DESIGNS AS DETAILED, AND CALLED FOR ON PLANS AND INCLUDING ALL SASH, CORNER CAPS AND COVERS. ALL EXTRUDED SECTIONS IN KAWNEER BRONZE ~~40 OR ANACONDA BRONZE ~~80 ANODIZED FINISH. 2.5 FRONT ENTRANCE DOORS SHALL BE FURNISHED BY PUBLIX AND INSTALLED BY THE STANLEY CO., AND SHALL BE STANLEY SERIES 8000 AUTO SLIDE PACKAGE WITH MICRO WAVE SENSOR DEVICES. THIS GLAZING CONTRACT SHALL INCLUDE ALL GLAZING WITH 1/4" TEMPERED HERCULITE POLISHED PLATE GLASS, ALSO WITH TEMPERED LIGHT GRAY TINTED GLASS. SEE PLANS FOR LOCATION OF GRAY TINTED AND CLEAR GLASS. FINISH SHALL BE STANLEY BRONZE ~~313. 11-1 2.6 MIRRORS: OVER EACH LAVATORY WITH STAINLESS STEEL SHELF. INSTALL AN 18" X 24" X 1/4" POLISHED PLATE GLASS MIRROR, EQUAL TO LAWSON. GALVANIZED STEEL BACK, STAINLESS STEEL FRAME AND THEFT PROOF MOUNTING. 3. GLAZING AND SETTING 3.1 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. 3.2 CONFER 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. 4. 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. 5. WORKMANSHIP IMPROPERLY SET GLASS OR GLASS WHICH DOES NOT FULLY MEE1 REQUIREMENTS OF ITS GRADE WILL NOT BE ACCEPTED AND MUST BE REPLACED TO SATISFACTION OF ARCHITECT WITHOUT COST TO OWNER. ALL ALUMINUM SASH SHALL BE CUT TO FIT, FILED AND INSTALLED WITH NO EXPOSED CAULKING SHOWING ON THE OUTSIDE TO COVER MISFITTED MEMBERS. CAULKING SHALL NOT BE USED TO COVER JOINTS NOT FITTING PROPERLY. 11-2 DIVISION 13 CEILING TILES, PANELS, AND INSULATION 1. SCOPE FURNISH AND INSTALL CEILING TILES, PANELS, LUMINOUS CEILING AND INSULATION WHERE SCHEDULED AS SPECIFIED HEREIN, ON SUSPENSION SYSTEM AS SPECIFIED. 2. MATERIALS 2.1 ACOUSTICAL TILE: OWENS CORNING FIBERGLAS GLASS CLOTH CEILING PRODUCTS, 3/4" X 24" X 48", PAINTED LINEAR. ALL PANELS SHALL MEET THE REQUIREMENTS OF FEDERAL SPECIFICATION SS-2- 118A, CLASS 25. THE MATERIAL SHALL ALSO BE CLASSIFIED BY UNDERWRITER'S LABORATORIES, INC., UNDER HAZARD CLASSIFICATION FOR A FLAME SPREAD OF 0-25.THE MATERIAL SHALL HAVE A FACTORY APPLIED WASHABLE WHITE FINISH AND A LIGHT REFLECTION OF CLASS I. 2.2 GYPSUM PANELS: U.S. GYPSUM 24" X 48" X 1/2" PREFINISHED SMOOTH FINISH GYPSUM PANEL BOARD. 2.3 FIRE RATED CEILINGS: WHERE LOCAL CODES REQUIRE FIRE RATED CEILING INSTALLATION, ALL CEILINGS SHALL BE ARMSTRONG 24" X 48" X 5/8" CERAMAGUARD LAY-IN UNITS IN SUSPENSION SYSTEM TO . GIVE ONE HOUR RATING (ARMSTRONG J.L. DESIGN TEST 4~4C4-1), OR CONWED CERAMIC CEILING ~~56645 5/8" X 24" X 48" U.L. ~~P-238. 2.4 SUSPENSION SYSTEM: BEAM MAIN RUNNER; NATIONAL ROLLING MILLS, INC. WITH ~fMLR-6000 MAIN RUNNERS AND ~~MLR-6148 CROSS TEES; DONN PRODUCTS WITH MAIN RUNNER 4~DXLA-24 AND CROSS TEES 4~DXLA-424 OR CHICAGO METALLIC CORP. MAIN BEAM RUNNERS ~~850-01 AND CROSS TEES ~~854-01. SEE ROOM FINISH SCHEDULE. 2.5 FOR ROOMS THAT CALL FOR ALUMINUM GRID USE THE ABOVE MANUFACTURERS AND LOAD REQUIREMENTS AND PROVIDE AS FOLLOWS IN ALUMINUM: NATIONAL ROLLING MILLS ~~MLR-6000AA AND ~~MLR-6148AA; DONN ~i~DXLA-24 ALUMINUM AND ~~DXLA-424 ALUMINUM OR CHICAGO METAL CORP. ~~860-44 AND ~~864-44 2.6 INSULATION: ALL VERTICAL STUDDED WALLS THAT SHOW TO BE INSULATED SHALL BE INSULATED WITH A MINIMUM OF A 3-1/2" BATT TYPE INSULATION WITH VAPOR BARRIER. THE ENTIRE AREA ABOVE THE CEILING TILE IN MEAT CUTTING AND PACKAGING ROOM SHALL BE INSULATED WITH R-19 GATT TYPE INSULATION. 13-1 3. ERECTION-INSTALLATION 3.l INSTALL ALL SUSPENSION SYSTEMS AS PER MANUFACTURER'S RECOMMENDATIONS, SECURELY AND SUFFICIENTLY. HANG FROM JOIST, MAIN RUNNERS FRONT TO BACK OF STORE, PARALLEL TO SIDES, USING MINIMUM ~~10 GAUGE HANGING WIRE, AT A MAXIMUM OF 4'-0" SPACING. 3.2 COOPERATE WITH ELECTRICAL CONTRACTOR AS REQUIRED FOR FIXTURE INSTALLATION TO SEE THAT PROPER SUPPORT AND SPACING IS OBTAINED. COOPERATE AND CONSULT WITH OTHER CONTRACTORS ALSO, AS REQUIRED. 3.3 PROVIDE ONE 410 WIRE PER METAL HALIDE AND FLUORESCENT FIXTURE, ATTACH TO JOISTS AT PROPER LOCATION AS COORDINATED WITH ELECTRICAL CONTRACTOR, FOR SAFETY WIRE FOR LIGHT FIXTURES. ELECTRICAL CONTRACTOR TO ATTACH TO FIXTURE. 3.4 ALL CEILING TILES WITHIN THE VESTIBULE (ROOM #101) SHALL BE CLIPPED DOWN. 4. WORKMANSHIP 4.1 GENERAL: ACOUSTICAL TILE SHALL BE INSTALLED UNDER TEMPERATURE AND HUMIDITY CONDITIONS CLOSELY APPROXIMATING THOSE WHICH WILL EXIST WHEN THE BUILDING IS OCCUPIED. TILE SHALL NOT BE INSTALLED WHEN BUILDINGS ARE COLD AND DAMP OR DRY AND HOT. ALL WINDOWS AND DOORS SHALL BE IN PLACE AND GLAZED. PLASTERING OR CONCRETE WORK SHALL BE COMPLETED AND ALLOWED TO DRY BEFORE THE INSTALLATION OF ACOUSTICAL TILE. APPLICATION, SHALL NOT BEGIN UNTIL ALL ROOF INSULATION HAS BEEN COMPLETED AND BUILDING COMPLETELY ENCLOSED. 4.2 SUSPENSION SYSTEMS TO BE INSTALLED LEVEL AND SQUARE BY METHOD5 ACCORDING TO MANUFACTURER'S SPECIFICATION AND FIRMLY BRACED TO HOLD POSITION AND TO CARRY WEIGHT OF FIXTURES. REFER TO REFLECTED CEILING PLAN. 4.3 BOARD SHALL BE CAREFULLY FITTED AROUND DIFFUSERS AND OTHER CEILING OUTLETS AND FIXTURES. COOPERATE WITH SPRINKLER, MECHANICAL AND ELECTRICAL CONTRACTORS TO COORDINATE WORK OF THIS DIVISION WITH THEIR WORK. 5. CLEANING 5.1 FOLLOWING INSTALLATION, CLEAN SOILED OR DISCOLORED SURFACES OF UNITS. REMOVE AND REPLACE DAMAGED OR IMPROPERLY INSTALLED UNITS. 5.2 PROVIDE OWNER WITH: 10 SPARE 2 X 4 LAY-IN BOARDS, FIBERGLAS GRASS CLOTH: 3 SPARE 2 X 4 LAY-IN BOARDS, GYPSUM PANEL BOARD. 13-2 6. PRODUCE LUMINOUS CEILING: 6.1 SEE PLANS FOR LOCATION AND DETAILS. 6.2 DROPPED CEILING CLEAR PANELS OF ALP LIGHTING PRODUCTS ~6ALP 15-44CA, CLEAR 47-3/4" X 47 3/4" PRISMATIC LENS (FEMALE CONICAL PRISMS) THICKNESS .200". 6.3 COLORED PANELS: PLEXIGLAS AS MANUFACTURED BY ROHM AND HAAS. COLORS AS SHOWN ON PLANS, THICKNESS (1/8") .125" MINIMUM. 6.4 ALL PANELS TO BE CUT TO FIT GRID SYSTEM AS SHOWN ON PLANS. 6.5 CEILING GRID SYSTEM TO BE AS SPECIFIED IN 2.4 ABOVE. WHERE SPRINKLERS OCCUR USE A ROUND SPRINKLER DISC AT GRID INTERSECTION. COLOR TO BE WHITE. 6.6 THE VERTICAL DECORATIVE FLAT PANELS SHALL BE FURNISHED BY PUBLIX AND INSTALLED BY THIS CONTRACTOR USING APPROVED CLIPS TO HOLD PANELS TO GRID SYSTEM. 7. DELI LUMINOUS CEILING: 7.1 SEE PLANS FOR LOCATION AND DETAILS. 7.2 CEILING PANELS TO BE PLEXIGLAS AS MANUFACTURED BY ROHM AND HAAS. COLOR TO BE ~~W-2067, THICKNESS (1/8") .125" MINIMUM. 7.3 ALL PANELS TO BE CUT TO FIT GRID SYSTEM AS SHOWN ON PLANS. 7.4 CEILING GRID SYSTEM TO BE AS SPECIFIED IN 2.4 ABOVE. WHERE SPRINKLERS OCCUR USE A ROUND SPRINKLER DISC AT GRID INTERSECTION. COLOR OF GRID SYSTEM TO BE BRONZE. 8. CASHIER LUMINOUS CEILING: 8.1 SEE PLANS FOR LOCATION AND DETAILS. 8.2 DROPPED CEILING CLEAR PANELS OF ALP LIGHTING PRODUCTS 4~ALP 15-44 CA, CLEAR 47 3/4" X 47 3/4" PRISMATIC LENS (FEMALE CONICAL PRISMS) THICKNESS .200" 8.3 ALL PANELS TO BE CUT TO FIT GRID SYSTEM AS SHOWN ON PLANS. 8.4 CEILING GRID SYSTEM TO BE AS SPECIFIED IN 2.4 ABOVE. WHERE SPRINKLERS OCCUR USE A ROUND SPRINKLER DISC AT GRID INTERSECTION. COLOR OF GRID SYSTEM TO BE BRONZE. 13-3 9. BAKERY LUMINOUS CEQ,ING: 9.1 SEE PLANS FOR LOCATION AND DETAILS. 9.2 COFFER CEILING PANELS 48" X 48" AS MFG. BY DESIGNERS VIEW GROUP, MIAMI, FLORIDA (305) 371-3291 OR 920-4000. GYPSUM 4 X 4 ~E1204 QUARTER OAK LAY-IN COFFER CEILING PANEL; COLOR TO BE PUBLIX OAK. 9.3 LUMINOUS PANELS TO BE ALP LIGHTING PRODUCTS ~~ALP 15-44CA PRISMATIC LENS (FEMALE CONICAL PRISM) THICKNESS .200" MINIMUM. PANELS IN GRID AS WELL AS OVER COFFER CEILING PANELS. 9.4 CEILING GRID SYSTEM TO BE AS SPECIFIED IN 2.4 ABOVE. WHERE SPRINKLERS OCCUR USE A ROUND SPRINKLER DISC AT GRID INTERSECTION. COLOR OF GRID TO BE PAINTED TO MATCH COFFER COLOR. 13-4 DIVISION 14 TERRAZZO 1. SCOPE TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL 5/8" THICK MONOLITHIC TERRAZZO, LAID IN AN OPEN FIELD PATTERN AS SHOWN ON DRAWINGS AND AS HEREIN SPECIFIED. 2. APPLICATION APPLICATORS MUST BE LICENSED TERRAZZO CONTRACTOR, HAVING FIVE (5) YEARS EXPERIENCE, AND COMPLETED AT LEAST THREE COMPARABLE MONOLITHIC TERRAZZO PROJECTS. SUB-CONTRACTORS INTERESTED IN BIDDING TERRAZZO WORK IN PUBLIX STORES MUST SUBMIT A LETTER WITH BACKGROUND QUALIFICATIONS AND LISTING MONOLITHIC TERRAZZO PROJECTS COMPLETED, APPROXIMATE SQUARE FOOTAGE, AND COMPLETION DATES.. ONLY PRIOR APPROVED APPLICATORS MAY BID ON THE TERRAZZO WORK FOR PUBLIX STORES. ONLY ONE SUBMITTAL FOR ALL STORES WILL BE REQUIRED. SUBMIT TWO (2) 12" X 12" SAMPLES OF EACH COLOR USED AS REQUIREMENT, FOR PUBLIX APPROVAL OF TERRAZZO CONTRACTOR. NO SUB-LETTING BY SUB- CONTRACTOR WILL BE PERMITTED. 3. RELATED WORK TO BE PROVIDED BY OTHERS ,,. 3.1 CONCRETE SUBSLAB TO BE FINISHED IN A LIGHT BROOM FINISH HAVING A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH. CONCRETE SHALL BE FREE OF SEALERS, CURING AGENTS AND OTHER FOREIGN MATTER. CONCRETE SHALL BE WATER CURED. 3.2 TERRAZZO CONTRACTOR SHALL VERIFY IF SLAB MEETS STANDARDS OF SLAB QUALITY AS SPECIFIED ABOVE. IF IT DOES NOT THAN HE SHALL NOTIFY PUBLIX BEFORE WORK IS STARTED. 3.3 ADEQUATE ELECTRICAL, WATER, AND UTILITIES AS REQUIRED BY TERRAZZO CONTRACTOR. 3.4 ROOF SHALL BE 10096 DRIED IN PRIOR TO COMMENCEMENT OF TERRAZZO POURING. 3.5 EXPANSION STRIP AT JUNCTURE OF ENTRY PAVERS TO BE 1/8" BLACK NEOPRENE FILLER IN 16 GAUGE FRAME X 5/8" DEEP, AND FURNISHED BY TILE CONTRACTOR. 14-1 4. MATERIALS 4.1 PORTLAND CEMENT, TYPE 1, WHITE OF AMERICAN MANUFACTURE. 4.2 DIVIDER STRIPS TO BE 5/8" X 1/8" ZINC HEAVY TOP "T". 4.3 EXPANSION STRIP TO BE 1/4" WIDE WHITE NEOPRENE PLASTIC FILLER, IN A 5/8" HIGH ZINC "T" STRIP LOCATED AS SHOWN ON PLANS. 4.4 MARBLE CHIPS -MARBLE CHIP COLORS AND PERCENTAGES ARE SHOWN ON SHEET A-10. ALL CHIPS ARE TO BE 50% ~~1 AND 50% ~f~2 SIZING. 4.5 SEALER TO BE AQUA-TRAZ BY MASURY-COLUMBIA COMPANY. APPLY TWO (2) COATS, MINIMUM FOUR (4) HOURS BETWEEN COATS AND MUST BY DRY AND CLEAN. NO SUBSTITUTIONS WILL BE ACCEPTED. 5. INSTALLATION 5.1 ALL TERRAZZO TO BE MIXED AT A RATIO OF TWO BAGS OF MARBLE CHIPS (200 LBS.) TO ONE EACH 94 LB. BAG OF WHITE CEMENT. 5.2 ALL STRIPS TO BE SET WITH LATTICRETE ~~4237. 5.3 PRIME SUBFLOOR WITH PURE WHITE NEAT CEMENT AND POUR TOPPING OVER WET PRIMER. 5.4 POUR TERRAZZO TOPPING TO A MINIMUM 5/8" COATING INSURING ALL MIX IS ABOVE THE TERRAZZO STRIP LEVEL. 5.5 COMPACT WET TOPPING WITH TERRAZZO ROLLERS PER NTMA SPECIFICATIONS. ~"'' S.6 SEED SURFACE WITH ~~2 CHIPS ONLY OF SAME COLOR AND PERCENTAGES AS IN BASE COAT. (USE OF WHITE CHIPS AND BASE COAT WITH COLORING ACHIEVED IN FINISHED COAT WILL NOT BE ACCEPTED.) 5.7 ROUGH GRIND FLOOR WITH 24 GRIT TERRAZZO GRINDING STONES. USE 80 GRIT STONES FOR POLISH PHASES FOLLOWED BY 120 FOR FINAL POLISH. 5.8 SEAL FLOOR WITH 2 COATS OF AQUA TRAZ SEALER. TERRAZZO CONTRACTOR SHALL BE RESPONSIBLE TO BE SURE ALL GROUT AND DIRT HAS BEEN REMOVED BEFORE TERRAZZO SEALER IS APPLIED, OTHERWISE THE FLOOR SHALL BE STRIPPED, CLEANED AND RE- SEALED. MACHINE BUFF EACH COAT AFTER INSTALLATION. 5.9 TERRAZZO FINISH SHALL SHOW A MINIMUM OF 70% MARBLE AGGREGATE FINISH. 14-2 6. WARRANTY ALL TERRAZZO WORK SHALL BE GUARANTEED FOR WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS. ANY WORK FOUND TO BE DEFECTIVE DURING THAT TIME WILL BE REPLACED AT NO COST TO THE OWNER. A WRITTEN WARRANTY WILL BE PROVIDED FOR THE ABOVE WORK. 14-3 DIVISION 15 RESILANT TILE, HARD TILE AND GRANITE SILLS 1. SCOPE: RESILANT TILE 1.1 FURNISH ALL LABOR AND MATERIALS TO PROVIDE VINYL ASBESTOS TILE FLOOR, VINYL BASE, RUBBER STAIR TREADS, VINYL RISERS, REDUCER STRIPS, AND ACCESSORIES AS SHOWN ON DRAWINGS AND SPECIFIED HEREIN. 1.2 RESPONSIBILITY OF OTHERS: CONCRETE SLAB TO BE TURNED OVER CLEAN, DRY, AND LEVEL WITHIN 1/8" IN 10'-0" AND FREE OF ALL CURRING COMPOUNDS, AND THERE IS A 3/8" SLOPE TO ALL FLOOR DRAINS IN RESTROOMS. 1.3 MATERIALS: 1.3.1 VAT TO BE ARMSTRONG OR GAFSTAR COLORS PER DRAWINGS. 1.3.2 VINYL BASE TO BE ARMSTRONG OR KENTILE, BLACK COVE 4" HIGH X 1/8" THICK. 1.3.3 STAIR TREADS TO BE "THE R.C.A. RUBBER CO." 485 RUBBER TREAD, COLOR TO BE ~~627. 1.3.4 RISERS TO BE CUT FROM 6" BLACK VINYL BASE AS MANUFACTURED BY KENTILE. 1.3.5 REDUCER STRIPS TO BE 4" BLACK VINYL STRAIGHT BASE, 4" WIDE. 1.4 INSTALLATION: 1.4.1 VINYL TILE TO BE LAID IN AN EPOXY ADHESIVE. RESTROOMS ONLY. 1.4.2 APPROVED ADHESIVE: KENTILE EPOXY ADHESIVE ~~9 OR PRE-APPROVED EQUAL FOR RESTROOMS. KENTILE X6711 CLEARSTICK FOR OTHER AREAS. 1.5 WARRANTY: ALL RESILANT WORK TO BE GUARANTEED FOR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR. ANY WORI< FOUND TO BE DEFECTIVE DURING THAT TIME WILL BE REPLACED AT NO COST TO THE OWNER. 15-1 2. SCOPE: HARD TILE 2.1 TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT TO I ALL UARRY TILE FLOORS AND BASE AND ENTRY. CERAMIC T ~' 2.2 LATED WORK TO BE PROVIDED BY OTHERS. .1 CONCRETE SUBSLAB AT ENTRY TO BE RE SED AND TROWEL SMOOTH FINISH TO RECEIVE TI 2. CONCRETE SUBSLAB WHERE QUARR ILE IS SPECIFIED TO BE A STEEL TROWELED FINISH, HAV A MINIMUM 2,500 PSI OMPRESSIVE STRENGTH, SHALL VE CURED TO A AXIMUM 16% MOISTURE CONT T, FREE OF SEALERS, RRING AGENTS AND OTHE OREIGN MATTER, AND BE EL WITHIN 1/8" IN 10'0", SLOPING AS SHOWN ON 2.2.3 AD ~ ATE ELECTRICA LIGHTING, WATER AND UTILITIES AS BE REQUIRED SUBCONTRACTOR. 2.3 APPROVED MA CTURE 2.3.1 QUARRY (6" 6" X 1/2" ABRASIVE) STANDARD GRADE MURRAY AMERICAN OLEAN, COLOR "SAHARA" (OR) SUMMITVILL E COMPANY, ~~11 SUN GLO. 2.3.2 EPOXY: (1) M NAUG -BROOKS "CHEMSET 605" OR " MTEX" F ETTING, "CHEMSET 1880" OR RMTEX" FO OUTING, "MONOBOND" FOR RIMING. (2) "TERMAR" "TERRASET" FOR SE G, "TERRAGROUT" FOR GROUTING, "TERRAB "FOR PRIMING. (3) AMERICAN OLEAN TILE AR II EPOXY MORTER & GROUT ~~AO-4000. ., ~.3.3 CERAMIC TILE VESTIBULE TO BE MET OLITAN CERAMICS "IRONROCK" CERAMIC TILE PAVERS ~~5 EGENCY IRONSPOT. MATERIALS: 2.4.1 EPOXY: RESIN AND HARDENER. ALL MIXED P MANUFACTURERS SPECIFICATIONS. 2.4.2 ALL QUARRY TILE & ENTRY TILE TO BE SET IN EPO? WITH BLACK EPOXY GROUT. ALL PER MANUFACTU RECOMMENDATIONS. ED, ..,, 15-2 2. SCOPE: HARD Ta.E 2.1 TO FURNISH ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL QUARRY TILE FLOORS AND BASE AND ENTRY CERAMIC TILE. 2.2 RELATED WORK TO BE PROVIDED BY OTHERS. 2.2.1 CONCRETE SUBSLAB AT ENTRY TO BE RECESSED AND TROWEL SMOOTH FINISH TO RECEIVE TILE. 2.2.2 CONCRETE SUBSLAB WHERE QUARRY TILE IS SPECIFIED TO BE A STEEL TROWELED FINISH, HAVE A MINIMUM 2,500 PSI COMPRESSIVE STRENGTH, SHALL HAVE CURED TO A MAXIMUM 1696 MOISTURE CONTENT, FREE OF SEALERS, CURBING AGENTS AND OTHER FOREIGN MATTER, AND BE LEVEL WITHIN 1/8" IN 10'0", OR SLOPING AS SHOWN ON PLANS. 2.2.3 ADEQUATE ELECTRICAL, LIGHTING, WATER AND UTILITIES ,,, AS MAY BE REQUIRED BY SUBCONTRACTOR, 2.3 APPROVED MANUFACTURERS: 2.3.1 QUARRY TILE (6" X 6" X 1/2" ABRASIVE) STANDARD GRADE MUI2RAY TILE BY AMERICAN GLEAN, COLOR "SAHARA" (OR) SUMMITVILLE TILE COMPANY, ~~11 SUN GLO. 2.3.2 EPOXY: (1) MACNAUGHTON-BROOKS "CHEMSET 605" OR "ARIvITEX" FOR SETTING, "CHEMSET 1880" OR "ARMTEX" FOR GROUTING, "MONOBOND" FOR PRIMING. (2) "TERMAR" "TERRASET" FOR SETTING, "TERRAGROUT" FOR GROUTING, "TERRABOND" FOR PRIMING. (3} AMERICAN GLEAN TILE CO. AAR II EPOXY MORTER & GROUT ~~AO-4000. 2.3.3 CERAMIC TILE VESTIBULE TO BE METROPOLITAN CERAMICS "IRONRUCK" CERAMIC TILE PAVERS ~~450 CORDOBA. 2.4 MATERIALS: 2.4.1 EPOXY: RESIN AND HARDENER. ALL MIXED PER MANUFACTURERS SPECIFICATIONS. 2.4.2 ALL QUARRY TILE & ENTRY TILE TO BE SET IN EPOXY BED, WITH BLACK EPOXY GROUT. ALL PER MANUFACTURERS RECOMMENDATIONS. 15-2 2.4.3 PROVIDE AND INSTALL BETWEEN ENTRY TILE AND TERRAZZO FLOOR A 1/8" BLACK NEOPRENE FILLER IN 16 GAUGE FRAME 5/8" DEEP, TERRAZZO DIVIDER STRIP. 2.5 PREPARATION: ALL FLOORS, TO RECEIVE QUARRY TILE AND ENTRY PAVERS, TO BE ACID WASHED, DRIED AND PRIMED WITH ONE COAT OF EPOXY PRIMER AND SEEDED WITH 230 SILICA SAND. 2.6 INSTALLATION: 2.6.1 QUARRY TILE: ALL QUARRY TILE FLOORS AND BASE TO BE SET AND GROUTED WITH EPOXY. GROUT TO BE APPLIED PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ALL TILE TO BE SET AND GROUTED IN TWO SEPARATE OPERATIONS, LAID IN A STRAIGHT JOINT PATTERN, EACH DIRECTION, WITH A 1i4" JOINT. ALL BASE JOINTS SHALL LINE UP WITH FLOOR .JOINTS. ALL WALLS ADJOINING FLOOR SHALL RECEIVE A MATCHING Q3565 TYPE BASE TILE WITH MATCHING QB3565 IN CORNERS, QC3565 OUT CORNERS, REGARDLESS OF TYPE FINISH ON WALLS, ALL FLOORS SHALL BE INSTALLED SO AS SURFACE FINISH WILL BE LEVEL WITH ADJACENT FINISHES (SEE DETAILS ON DRAWINGS) AT TERMINA?ION POINTS. QUARRY TILE BASE SHALL HAVE A SOLID BED OF EPOXY WHERE IT MAKES CONTACT WITH THE WALL WITH NO VOID AREAS BEHIND TILE AND AT TRAN5I"TION WITH FLOOR. 2.6.2 VESTIBULE CERAMIC TILE: ALL ENTRY TILE TO BE SET IN A EPOXY SETTING BED, PER SPECIFICATIONS ABOVE, LAID IN A STRAIGHT JOINT PATTERN, EACH WAY, AND GROUTED WITH A BLACK EPOXY GROUT, WITH A 3/8" JOINT. 2.6.3 ALL EPOXY GROUT SHALL BE LEVEL WITH THE TOP OF THE TILE, WITH NO SHARF EDGES OF THE TILE SHOWING. 2.7 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 WILL BE REPLACED AT NO COST TO THE OWNER. 3. SCOPE: GRANITE SILLS 3.1 FURNISH ALL LABOR AND MATERIALS NECESSARY TO INSTALL ALL GRANITE SILLS AS SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. 3.2 APPLICATIONS ALL GRANITE MUST BE SET BY EXPERIENCE GRANITE CRAFTSMEN WHO HAVE A MINIMUM OF THREE (3) YEARS EXPERIENCE IN THE TRADE. 15-3 2.4.3 PROVIDE AND INSTALL BETWEEN ENTRY TILE AND TERRAZZO FLOOR A 1/8" BLACK NEOPRENE FILLER IN I6 ERRAZZO DIVIDER STRIP. PREPARATION: ALL FLOORS, TO RECEIVE QUARRY ND ENTRY PAVERS, TO BE ACID WASHED, DRIED AND PRIMED WITH E COAT OF EPOXY PRIMER AND SEEDED WITH 230 SILICA SAND. 2.6 INSTALLATION: 2.6.1 QUARRY TILE; ALL QUARRY TILE FLOORS A BASE TO BE SET AND GROUTED WITH EPOXY. GROUT T E APPLIED PER MANUFACTURERS SPECIFICATIONS RECOMMENDATIONS. ALL TILE TO BE S AND GROUTED IN TWO SEPARATE OPERATIONS, LAID IN TRAIGHT JOINT PATTERN, EACH DIRECTION, WITH 4" JOINT. ALL BASE JOINTS SHALL LINE UP WITH FLO OINTS. ALL WALLS ADJOINING FLOOR SHALL RECE A MATCHING Q3565 TYPE BASE TILE WITH MATCHI Q83565 IN CORNERS, C3565 OUT CORNERS, REG LESS OF TYPE FINISH ON LLS, ALL FLOORS SHAL E INSTALLED SO AS SURFACE FI H WILL BE LEVEL WI ADJACENT FINISHES (SEE DET SON DRAWINGS T TERMINATION POINTS. QUARRY TILE B E SHALL HAV SOLID BED OF EPOXY WHERE IT MAKES NTACT W THE WALL WITH NO VOID AREAS BEHIND T AND TRANSITION WITH FLOOR. 2.6.2 VESTIBULE C IC TILE: ALL ENTRY TILE TO BE SET IN A EPOXY SETTI ED, PER SPECIFICATIONS ABOVE, LAID IN A STRAIGHT I PATTERN, EACH WAY, AND GROUTED WITH A BL EP Y GROUT, WITH A 3/8" JOINT. 2.6.3 ALL EP GROUTS L BE LEVEL WITH THE TOP OF THE TILE, H NO SHARP E ES OF THE TILE SHOWING. 2.7 WARRANTI ALL TILE RK SHALL BE GUARANTE FOR WORKMANSHIP FOR A PERIOD TWO (2) YEARS. ANY WORK UND TO BE DEFECTIVE DURIN HAT TIME WILL BE REPLACED A O COST TO THE OWNER. 3. SCOPE: GFt~IITE SILLS 3.1 F NISH ALL LABOR AND MATERIALS NECESSARY O INSTALL ALL ANITE SILLS AS SHOWN ON THE DRAWINGS AND H EIN ECIFIED. 3~ APPLICATIONS ALL GRANITE MUST BE SET BY EXPERIENCE GRANITE CRAF MEN WHO HAVE A MINIMUM OF THREE (3) YEARS EXPERIENCE IN TRADE. 15-3 3.3 MATERIAL 3.3.1 ALL GRANITE TO BE BALTIC BROWN GRANITE, AS PER SAMPLE AT PUBLIX OFFICE, TWO (2) CENTIMETERS THICKNESS. NO SUBSTITUTE MATERIALS WILL BE ACCEPTABLE. ALL EXPOSED AREAS INCLUDING EXPOSED EDGES TO RECEIVE A HIGH POLISH FINISH. 3.3.2 ALL JOINTS TO BE CAULKED WITH DOW CORNING 780 BLACK SILICONE RUBBER SEALANT MATERIAL. 3.3.3 ALL GRANITE CUT FROM SOUND STOCK, OR EVEN TEXTURE, SHADE AND MARKINGS, AND FREE FROM IMPERFECTIONS. ALL GRANITE SHALL HAVE A HIGH POLISHED FINISH. NO VENEERED PERMITTED. 3.4 INSTALLATION 3.4.1 ALL GRANITE SHALL BE SET ACCORDING TO THE MARBLE INSTITUTE OF AMERICA (M.I.A.) INSTALLATION PROCEDURES MANUAL. 3.4.2 ANCHORS SHALL BE FIRMLY SECURED TO MASONRY, DRILL GRANITE AS REQUIRED FOR ANCHORS, DOWELS, AND ETC. (MINIMUM 1" DEEP), WET MASONRY TO RECEIVE GRANITE BEFORE APPLYING SPOTS OF CEMENT. ALL ANCHORS TO BE MAXIMUM OF 16" APART. 3.4.3 ALLOW SPECIFIED CLEARANCE AS SHOWN ON PLANS IN BACK OF VENEER AND SET EACH PIECE RIGIDLY AGAINST SPOTS OF NON-STAINING MORTAR; LOCATE SPOTS NEAR ANCHORS AND MAXIMUM 18" APART ALL OVER BACK OF VENEER. SET GRANITE STRAIGHT AND TRUE TO LINE; EXTERNAL CORNERS BUTT JOINTED. 3.4.4 COOPERATE WITH STORE FRONT SASH INSTALLER. 15-4 DIVISION 16 PAINT AND FINISH SCHEDULE PAINTING 1. GENERAL 1.1 SCOPE 1,1.1 EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL PAINTING AND FINISHING WORK AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS, DESCRIBED IN THE SPECIFICATIONS, AND LISTED IN THE PAINTING SCHEDULE INCLUDED HEREIN. 1.1.2 LIST OF ITEMS INCLUDED: THE WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT I5 NOT LIMITED TO THE FOLLOWING: NOTE: THE TERMS "PAINT" OR "PAINTING" AS USED IN THIS SECTION IN A GENERAL SENSE HAVE REFERENCE TO SEALERS, PRIMERS, STAINS, OIL ALKYD, LATEX, POLYURETHANE, EPOXY AND ENAMEL TYPE PAINTS AND THE APPLICATION OF THESE MATERIALS. (1) PAINTING OF ALL EXPOSED WOODWORK, INTERIOR AND EXTERIOR AND OF ALL MILLWORK EXCEPT THAT WHICH IS FACTORY FINISHED. (2) THE FIELD PAINTING OF ALL EXPOSED SURFACES OF ALL FERROUS METAL WORK, INCLUDING GALVANIZED, OF THE BUILDING EXTERIOR AND INTERIOR, IN WHATEVER LOCATION FOUND, WHICH IS NOT FINISH PAINTED UNDER OTHER SECTIONS OF THE SPECIFICATIONS, SPECIFICALLY STRUCTURAL STEEL, STEEL JOIST, METAL ROOF DECK, MISCELLANEOUS METAL, ORNAMENTAL METAL, METAL DOORS AND FRAMES, METAL WINDOWS, FINISH HARDWARE AND MECH. TRADE WORK. (3) PAINTING OF ALL EXPOSED SURFACES OF CONCRETE ON THE EXTERIOR. (4) PAINTING OF ALL EXPOSED SURFACES OF CEMENT ASBESTOS ON THE EXTERIOR. (5) PAINTING OF ALL EXPOSED SURFACES OF STUCCO ON THE EXTERIOR. 16-1 (6) PAINTING OF ALL EXPOSED SURFACES OF MASONRY ON THE EXTERIOR. (7) PAINTING OF ALL EXPOSED SURFACES OF MASONRY ON THE INTERIOR. (8) PAINTING OF ALL EXPOSED SURFACES OF CONCRETE ON THE INTERIOR. (9) PAINTING OF ALL EXPOSED SURFACES OF GYPSUM BOARD. .1.2 MATERIALS AND EQUIPMENT NOT TO BE PAINTED (1) ITEMS OF EQUIPMENT FURNISHED WITH COMPLETE FACTORY FINISH, EXCEPT FOR ITEMS SPECIFIED TO BE GIVEN A FINISH COAT UNDER THIS SECTION. (2) FACTORY FINISHED TOILET PARTITIONS. (3) FACTORY FINISHED ACOUSTICAL TILE, EXCEPT FOR TILE SPECIFIED OR SCHEDULED TO BE PAINTED UNDER THIS SECTION. (4) NON-FERROUS METALS, EXCEPT FOR ITEMS SPECIFIED AND/OR INDICATED TO BE PAINTED. (5) DELI KITCHEN, DELI DEPARTMENT, MEAT CUTTING ROOM, BAKERY WORK ROOM, MEAT LOUNGE AND EMPLOYEES LOUNGE: REQUIRES NO PAINT FINISHES ON THE WALLS. (6) FINISHED HARDWARE, EXCEPTING HARDWARE THAT IS FACTORY PRIMED. (7) SURFACES NOT TO BE PAINTED SHALL BE LEFT COMPLETELY FREE OF DROPPINGS AND ACCIDENTALLY APPLIED MATERIALS RESULTING FROM THE WORK OF THIS SECTION. 1.3 MANUFACTURER: PROPRIETARY NAMES USED HEREINAFTER REFER TO PRODUCTS MANUFACTURED BY GLIDDEN COATINGS & RESINS, AND SHERWIN WILLIAMS. ONLY PRODUCTS OF THE ABOVE MANUFACTURERS WILL BE ACCEPTABLE. THE CONTRACTOR SHALL VERIFY IN WRITING WHICH MANUFACTURER'S PRODUCTS THAT HE INTENDS TO APPLY. FOR ADDITIONAL INFORMATION ON SHERWIN WILLIAMS PRODUCTS AND MIXTURES, CONTACT THE LAKELAND, FLORIDA STORE: (813) 686-4137 FOR ADDITIONAL INFORMATION ON GLIDDEN COATINGS AND RESINS, CONTACT THE LAKELAND, FLORIDA STORE: (813) 688-1917. 16-2 !.4 STORAGE OF MATERIALS: STORE ALL MATERIAL5 USED ON THE JOB IN A SINGLE PLACE DESIGNATED BY THE GENERAL SUPERINTENDENT OR ARCHIECT. SUCH STORAGE PLACE SHALL BE KEPT NEAT AND CLEAN AND ALL DAMAGE THERETO OR ITS SURROUNDINGS SHALL BE MADE GOOD. SOILED OR USED RAGS, WASTE AND TRASH MUST BE REMOVED FROM THE BUILDING EVERY NIGHT AND EVERY PRECAUTION TAKEN TO AVOID THE DANGER OF FIRE. NO 5TORAGE OF MATERIALS IN WALK- IN COOLERS AND FREEZER5 WILL BE ALLOWED. 1.5 INSPECTION OF SURFACES: BEFORE STARTING ANY WORK, SURFACES TO RECEIVE PAINT FINISHES SHALL BE EXAMINED CAREFULLY FOR DEFECTS WHICH CANNOT BE CORRECTED BY THE PROCEDURES SPECIFIED HEREIN UNDER "PREPARATION OF SURFACES" AND WHICH MIGHT PREVENT SATISFACTORY PAINTING RESULTS. WORK SHALL NOT PROCEED UNTIL SUCH DAMAGES ARE CORRECTED. THE COMMENCING OF WORK IN A SPECIFIC AREA SHALL BE CONSTRUED AS ACCEPTANCE OF THE SURFACES, AND THEREAFTER THE PAINTING CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SATISFACTORY WORK AS REQUIRED HEREIN. 1.6 JOB CONDITIONS: 1.6.1 BEFORE PAINTING IS STARTED IN ANY AREA, BROOM CLEAN AND REMOVE EXCESSIVE DUST. 1.6.2 AFTER PAINTING OPERATIONS BEGIN IN A GIVEN AREA, BROOM CLEANING WILL NOT BE ALLOWED; CLEANING SHALL THEN BE DONE ONLY WITH COMMERCIAL VACUUM CLEANING EQUIPMENT. 1.6.3 ADEQUATE ILLUMINATION SHALL BE PROVIDED IN ALL AREAS WHERE PAINTING OPERATIONS ARE IN PROGRESS. 1.7 COOPERATION WITH OTHER TRADES: 1.7.1 THIS WORK SHALL BE SCHEDULED AND COORDINATED WITH OTHER TRADES AND SHALL NOT PROCEED UNTIL OTHER WORK AND/OR JOB CONDITIONS ARE AS REQUIRED TO ACHIEVE SATISFACTORY RESULTS. 1.7.2 THE CONTRACTOR SHALL EXAMINE THE SPECIFICATION5 FOR THE VARIOUS OTHER TRADES AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL THEIR PROVISIONS REGARDING PAINTING. 2. PRODUCTS 2.1 PAINT MATERIALS: 16-3 2.1.1 ALL PAINTS, VARNISHES, ENAMELS, LACQUERS, STAINS AND SIMILAR MATERIALS MUST BE DELIVERED IN THE ORIGINAL CONTAINERS WITH THE SEALS UNBROKEN AND LABEL INTACT AND WITH THE MANUFACTURER'S INSTRUCTIONS PRINTED THEREON. 2.1.2 PAINT SHALL BEAR IDENTIFYING LABELS ON THE CONTAINERS WITH THE MANUFACTURER'S INSTRUCTIONS PRINTED THEREON. 2.1.3 PAINT SHALL ARRIVE ON THE JOB COLOR-MIXED EXCEPT FOR TINTING OF UNDERCOATS AND POSSIBLE THINNING, AND ALL THINNING AND TINTING MATERIALS SHALL BE RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR MATERIAL THINNED OR TINTED. 2.1.4 IT SHALL BE THE RESPONSIBILITY OF THE APPLICATOR TO SEE THAT ALL MIXED COLORS MATCH THE COLOR SELECTION MADE BY THE ARCHITECT PRIOR TO APPLICATION OF THE COATING. 2.2 APPLICATION EQUIPMENT: APPLICATION EQUIPMENT IS NOT REQUIRED TO BE NEW, BUT SHALL BE ADEQUATE FOR THE WORK AND WORKMANSHIP REQUIRED HEREIN. 3. EXECUTION 3.1 WORKMANSHIP, GENERAL: 3.1.1 ONLY SKILLED MECHANICS SHALL BE EMPLOYED. APPLICATION WILL BE BY BRUSH AND ROLLER. SPRAY PAINTING WILL BE ALLOWED FOR BAR JOISTS THAT ARE EXPOSED AND ARE TO BE PAINTED. 3.1.2 THE CONTRACTOR SHALL PROTECT HIS WORK AT ALL TIMES, AND SHALL PROTECT ALL ADJACENT WORK AND MATERIALS BY SUITABLE COVERING OR OTHER METHOD DURING PROGRESS OF HIS V4'ORK. UPON COMPLETION OF THE WORK, HE SHALL REMOVE ALL PAINT AND VARNISH SPOTS FROM FLOORS, GLASS AND OTHER SURFACES. HE SHALL REMOVE FROM THE PREMISES ALL RUBBISH AND ACCUMULATED MATERIALS OF WHATEVER NATURE NOT CAUSED BY OTHERS AND SHALL LEAVE HIS PART OF THE WORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. 3.1.3 REMOVE ELECTRICAL PANEL BOX COVERS AND DOORS BEFORE PAINTING WALL. PAINT SEPARATELY AND RE- INSTALL AFTER ALL PAINT IS DRY. 3.1.4 ALL MATERIALS SHALL BE APPLIED UNDER ADEQUATE ILLUMINATION, EVENLY SPREAD AND SMOOTHLY FLOWED ON TO AVOID RUNS, SAGS, HOLIDAYS, BRUSH MARKS, AIR BUBBLES AND EXCESSIVE ROLLER STIPPLE. 16-4 3.1.5 COVERAGE AND HIDE SHALL BE COMPLETE. WHEN COLOR, STAIN, DIRT, 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, AT NO ADDITIONAL COST TO THE OWNER. 3.1.6 ALL COATS SHALL BE DRY TO MANUFACTURERS RECOMMENDATIONS BEFORE APPLYING SUCCEEDING COATS. EACH COAT TO BE SANDED BEFORE NEXT COAT IS APPLIED. 3.1.7 SURFACES TO BE STAINED SHALL APPEAR UNIFORM IN SHADING WITH COLOR VARIATIONS CAUSED ONLY BY THE NATURAL WOOD GRAIN. 3.2 PREPARATION OF SURFACES: 3.2.1 GENERAL: (1) SURFACES SHALL BE CLEAN, DRY AND ADEQUATELY PROTECTED FROM DAMPNESS. (2) SURFACE SHALL BE FREE OF ANY FOREIGN MATERIALS WHICH WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF APPLIED COATING. (3) MILDEW SHALL BE REMOVED AND THE SURFACE NEUTRALIZED PER THE COATING MANUFACTURERS RECOMMENDATIONS. 3.2.2 WOOD TO BE PAINTED: (1) SANDPAPER TO SMOOTH AND EVEN SURFACE, THEN DUST OFF. (2) APPLY PIGMENTED SHELLAC TO ALL KNOTS, PITCH AND RESINOUS SAPWOOD PRIOR TO APPLICATION OF SPECIFIED PRIMER COATS. (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. 3.2.3 DRYWALL FILL ALL MINOR IRREGULARITIES WITH SPACKLING PASTE AND SAND TO A SMOOTH LEVEL SURFACE. EXERCISE CARE TO AVOID RAISING NAP OF PAPER. 16-5 3.2.4 CONCRETE, MASONRY AND STUCCO (1) PATCH LARGE OPENINGS AND HOLES AND FINISH FLUSH WITH ADJACENT SURFACE. AFTER PRIMING, FILL ANY REMAINING SMALL HOLES WITH PREPARED PATCHING MATERIAL. (2) REMOVE FORM OIL FROM POURED-IN-PLACE CONCRETE BY WASHING CONCRETE WITH XYLOL, OR EXEMPT TYPE FORM OIL SOLVENT, OR AS REQUIRED FOR COMPLETE REMOVAL. (3) THESE SURFACES SHALL BE DRY. NO PAINTING SHALL BE DONE UNTIL SURFACES HAVE CURED FOR 28 DAYS AND ARE DRY. 3.2.5 FERROUS METAL SURFACES (1) REMOVE DIRT AND GREASE WITH MINERAL SPIRITS AND WIPE DRY WITH CLEAN CLOTHS. (2) REMOVE RUST, MIL SCALE AND DEFECTIVE PAINT DOWN TO SOUND SURFACES OR BARE METAL USING SCRAPER, SNADPAPER OR WIRE BRUSH AS NECESSARY. (3) TOUCH UP ALL BARE METAL AND DAMAGED SHOP COATS WITH SPECIFIED SHOP COAT PRIMER. 3.2.6 GALVANIZED METAL SURFACES REMOVE DIRT AND GREASE WITH MINERAL SPIRITS AND WIPE DRY WITH CLEAN CLOTHS. 3.2.7 EXISTING SURFACES TO BE REPAINTED (WHEN AND WHERE APPLICABLE) WHERE EXISTING WORK IS CUT, PATCHED, OR ADDED TO, ALL SURFACES SHALL BE PAINTED OR TOUCHED UP TO MATCH PRESENT WORK AS CLOSELY AS POSSIBLE. EXISTING WORK, WHERE SCHEDULED FOR REPAINTING, SHALL BE PUT IN CONDITION TO PROVIDE GOOD ADHESION AND TO RECEIVE PAINT. 3.3 WORKMANSHIP FOR EXTERIOR PAINTING 3.3.1 EXTERIOR PAINTING SHALL NOT BE DONE WHEN THE SURFACE TEMPERATURE IS BELOW 50 DEGREES F., WHILE THE SURFACE IS DAMP, OR DURING COLD, RAINY OR FROSTY WEATHER. AVOID PAINTING SURFACES WHILE THEY ARE EXPOSED TO HOT SUN. 16-6 3.3.2 EXTERIOR DOORS SHALL HAVE TOPS, BOTTOMS, AND SIDE EDGES FINISHED THE SAME AS THE EXTERIOR FACES OF THESE DOORS. 3.4 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 BO?TOMS 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. 3.4.4 TO DETERMINE COLOR OF JAMBS: WHERE DOORS HAVE DOOR STOPS, PAINT OR STAIN TO MATCH ROOM ON EACH RESPECTIVE SIDE. WHERE NO DOOR STOPS OCCUR, PAINT OR STAIN TO CENTER OF DOOR ON JAMB WITH STRAIGHT CUT LINE TO MATCH ROOM ON EACH RESPECTIVE SIDE. 4. EXTERIOR PAINT SYSTEMS (EP) 4.1 EXTERIOR STUCCO (ABOVE 6'0") 2 COATS -SHERWIN WILLIAMS ~~A-100 LATEX OR GLIDDEN ~~3600 SPRED HOUSE PAINT COLOR CODE: EP-1 OR EP-2 4.2 WAINSCOT (BELOW 6'0") 4.2.1 STANDARD STORE: 2 COATS -SHERWIN WILLIAMS ~~B46GW3 EXTERIOR MAINTENANCE ENAMEL OR GLIDDEN X63900 SPRED LATEX GLOSS COLOR CODE: EP-3 4.2.2 FOOD WORLD STORE: 2 COATS -SHERWIN WILLIAMS 66BM33-24 EXTERIOR MAINTENANCE ENAMEL OR GLIDDEN X63900 SPRED LATEX GLOSS COLOR CODE: EP-4 4.2.3 SPANISH OR WOOD STYLE: 2 COATS -SHERWIN WILLIAMS 46B54T104 PLANTATION BROWN EXTERIOR MAINTENANCE ENAMEL OR GLIDDEN 43900 SPRED LATEX GLOSS COLOR CODE: EP-5 16-7 NOTE: CONSULT ARCHITECT FOR CORRECT COLOR COMBINATIONS. 4.3 EXTERIOR METAL (NOT ALUMINUM OR PREVIOUSLY PAINTED), BUT SPECIFICALLY FAN HOODS, DUCT WORK, LADDERS, AND ALL FERROUS METAL EXPOSED: 2 COATS -SHERWIN WILLIAMS ~~B59S11 SILVERBEITE ALUMINUM OR GLIDDEN ~~992 METALITE ALUMINUM COLOR CODE: EP-6 4.4 EXTERIOR DOORS AND JAMBS 1ST COAT -SHERWIN WILLIAMS ~~Y24W516 OR GLIDDEN ~~4570 GLID- GUARD METAL PRIMER. 2ND COAT -SHERWIN WILLIAMS MAINTENANCE ENAMEL OR GLIDDEN #3900 SPRED LATEX GLOSS COLOR TO MATCH EXTERIOR WALLS 4.5 EXTERIOR CEDAR WOOD SURFACES (ROUGH SAWN) 2 COATS -SHERWIN WILLIAMS OR GLIDDEN; COLOR TO BE SELECTED BY ARCHITECT (VERIFY EACH JOB) 5. IlVTERIOR PAINT SYSTEMS (IP) 5.1 CONCRETE BLOCK 1ST COAT -SHERWIN WILLIAMS 4~B25W1 OR GLIDDEN ~~5317 ULTRA HIDE ACRYLIC BLOCKFILLER 2ND AND 3RD COATS -SHERWIN WILLIAMS 4~B30W401 PROMAR LATEX OR GLIDDEN ~~3400 SPRED SATIN LATEX COLOR CODE: IP-1 5.2 WAINSCOT (BELOW 5'8") 1ST COAT -SHERWIN WILLIAMS ~~B25W1 OR GLIDDEN ~~5317 ULTRA HIDE ACRYLIC BLOCKFILLER 2ND AND 3RD COATS -SHERWIN WILLIAMS MAINTENANCE ENAMEL OR GLIDDEN ~~4580 GLID-GUARD ENAMEL COLOR CODE: IP-2 5.3 SHEETROCK AND PLYWOOD (PAINTED ABOVE 5'8") 1ST COAT -SHERWIN WILLIAMS ~~B49W2 OR GLIDDEN ~~555 SPRED ENAMEL UNDERCOATER 2ND AND 3RD COATS - SHERWIN WILLIAMS ~~B30W406 PROMAR LATEX OR GLIDDEN 43400 SPRED SATIN LATEX COLOR CODE: IP-1 5.4 WAINSCOT (PAINTED BELOW 5'8") 1ST COAT -SHERWIN WILLIAMS 44849W2 OR GLIDDEN 44555 SPRED ENAMEL UNDERCOATER 2ND AND 3RD COATS -SHERWIN WILLIAMS MAINTENANCE ENAMEL OR GLIDDEN 444550 GLID-GUARD ENAMEL COLOR CODE: IP-2 16-8 NOTE: ROOMS MENTIONED HEREIN TO RECEIVE SYSTEMS 5.1 - 5.2 RESPECTIVELY. NUMBERS - 110, 111, 113, 114, 115, 123, 124, 125, 126, 127, 130, 131, 132, 133 AND 134. 5.5 SHEETROCK (TO RECEIVE VINYL WALLCOVERINGS -REFER TO SHEET A-9) 1ST COAT - SHERWIN WILLIAMS 4~B49W2 P/C WALL AND WOOD PRIMER OR GLIDDEN ~~555 SPRED ENAMEL UNDERCOATER VINYL ADHESIVE - WALLKARE ~~333, SHERWIN WILLIAMS ~~HD460 BEAU MONDE OR GLIDDEN ~~650 ULTRAHIDE H.D. NOTE: ALLOW PRIMER TO DRY 48 HOURS PRIOR TO APPLICATION OF VWC. 5.6 WOOD DOORS AND/OR JAMBS (TO BE PAINTED) 1ST COAT -SHERWIN WILLIAMS ~~B49W2 OR GLIDDEN ~~555 SPRED ENAMEL UNDERCOATER 2ND AND 3RD COATS -SHERWIN WILLIAMS MAINTENANCE ENAMEL OR GLIDDEN ~~4600 SPRED LUSTRE ENAMEL COLOR TO MATCH WALLS -SEE SHEET A-9 5.7 WOOD DOORS, IAMBS, AND BASE INCLUDING RESTROOMS do VESTIBULE 1ST COAT -SHERWIN WILLIAMS ~~A14T5 OR GLIDDEN ~E218 COLOR CODE: IP-3 2ND AND 3RD COATS -SHERWIN WILLIAMS ~~A66V91 OR GLIDDEN ~~20 SPRED URETHANE GLOSS VARNISH 5.8 WOOD SHELVING 1ST COAT -SHERWIN WILLIAMS ~~A2G40 OR GLIDDEN ~~711 SPRED OIL STAIN COLOR CODE: IP-4 2ND COAT -SHERWIN WILLIAMS ~~A66V91 OR GLIDDEN 420 SPRED URETHANE GLOSS VARNISH 5.9 WESTERN RED CEDAR 2 COATS -OLYMPIC CLEAR PRIMER SEALER OR SHERWIN WILLIAMS ~~A 14T5 OR GLIDDEN ~~740 SPRED CLEAR OIL 5.10 WOOD BASE (EXCEPT IN RESTROOMS) 1ST COAT -SHERWIN WILLIAMS ~~Y24W516 OR GLIDDEN ~~555 SPRED ENAMEL UNDERCOATER 2ND AND 3RD COATS - SHERWIN WILLIAMS ~~854811 OR GLIDDEN ~~909 SPRED GLOSS ENAMEL COLOR CODE: IP-5 16-9 5.11 PLENUM AREAS (AROUND HOODS, OVEN & SUPPLY OR EXHAUST CURTAIN WALLS) 1ST COAT -SHERWIN WILLIAMS ~~B28W1 OR GLIDDEN ~~5210 UNIVERSAL PRIMER 2ND AND 3RD COATS -SHERWIN WILLIAMS ~~B62W101/B60V70 OR GLIDDEN ~~5240/5242 GLID-GUARD EPOXY COLOR CODE: WHITE 5.12 EXPOSED METAL (UPPER SHELF BRACKETS, STEEL LADDER, SPRINKLER PIPES, METAL PIPES, CONDENSER FRAMES, STRUCTURE TO BE USED AS CEILINGS) 2 COATS -SHERWIN WILLIAMS ~~B59S11 SILVERBRITE ALUMINUM OR GLIDDEN ~~992 METALITE ALUMINUM COLOR CODE: IP-6 6. APPROVED PATCHING COMPOUNDS 6.1 CAULKINGS -SHERWIN WILLIAMS ~~151-3100 TIGER GRIP ACRYLIC OR GLIDDEN ~~LC-130 MACCO ACRYLIC SUPER 6.2 SPACKLINGS -SHERWIN WILLIAMS ~~C-50 OR GLIDDEN ~~3475 SPRED PATCH OR 3M ~~6647-8 WALL COMPOUND. ALL SPACKLING TO BE DONE AFTER PRIME COAT IS APPLIED. 6.3 PUTTIES - "PAINTERS OIL PUTTY" OR D.A.P. OR EQUIVALENT 16-10 W J W U N tY O J U X J 07 a. Z O I- a. Q' U W 0 0 U Z W J (7 cn ~_ J J_ 3 Z (Y W w 0 O U OJ UO to Cn N N N N Q QQ O O O 7 J J J w ti t7 c,7 c.7 W W w w W O ~ g ~ ~ ~ ~ U U U U U _ _ _ Z J J J J J ~ -. ~ ~ ~ ~ ~ Q Q Q Q Q Q W W J ~ ~ QQ m Y w O U ~-+ ~ g ~ ~ d U Q X 3 m m ~ 8 ~ m 3 O O O O O O O O O O N M M M M M Q~ ~ ~ ~ ~ ~ ~ ~ ~ X M N O .-1 ao 3 1 ~ •-~ O .-~ ~ M I'- (n M ~ M ~ ~ ~t1 Q N !b ~ m m ~ ~ ~ ~ ~ ~ r-! N M .~ 111 l0 ~ d !Z !Z d d W W W W W W ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 C7 C7 C.7 Ch C7 C7 V' O O to ~ f ~ ~ ~ ~ E cJ_7 cJ7 O N N N N ~ N N I- J J C7 J J J J J J J IX W cn (!') W ~ W W W W W W W H J J J J ~ J J J J J J J H H !ti Fri J !ti F~1 H H H H H Q ~ O Q Q ~ ~ ~ ~ ~ ~ O Q~ Z 1.', rn W tll 1 t~ W I I~ M ~ W ~ ~ ~ ~ ~ p~ 000 IW ~' ~ ~ d w Q~ c9 J~ O~~ m m ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 ~ d d Q ~ m J } ~ ~ d ~ Q07 O O t11 -~ Q'~ 1~ 00 00 ~ O 1.[1 00 .-i Q~ N O~ 00 ~ 00 ~-+ ~--~ 00 ~ ~n ,~ ~ o rn ~ ~ ~ ~ ~ ~o ~o ~-+ tD M ~ X11 ~ O t~0 ~ C7 ~' Q~ N ~ M ON N N ~ m m Q Q m o a~ ~~~ m ~ ~ ~ ~ ~ ~ '-+ N M ~' tl~ ~,p n 00 Q'~ O ~ N M I I I I I I 1 I I ~ r+ ~--i ~ ~ ~ d a. tL ~ ~ d d 1 I I I --~ H ~ t-. ~ ~ t.r ~ ~r d d. d d O I- J Z Q Q to ~ J_ ~ Q O I- ~ W O.' D w F- ~ Z O ~ J II ~U ~ o ~ ~ z ~ a z 0 0 ~ w w w ~ ~ X w n w H d O W Z r-I i DIVISION 17 MISCELLANEOUS AND SPECIALTIES 1. SCOPE FURNISH AND INSTALL ALL ITEMS COMPLETE AS HEREIN SPECIFIED. 2. TOILET PARTITIONS AND SCREENS 2,1 EQUAL TO TANSEY CO., LAMINATED PLASTIC PARTITIONS. FLOOR MOUNTED OVERHEAD BRACED TYPE, FLUSH PANEL WITH NO SEAMS OR JOINTS. 2.2 INCLUDE ALL HARDWARE, ROLL-TYPE PAPER HOLDERS, AND ONE HOOK PER DOOR. 2,3 HANDICAPPED GRAB BARS ARE SPECIFIED IN DIVISION-8. DOORS TO BE 2'-8" WIDE. 2.4 SUBMIT SHOP DRAWINGS BEFORE FABRICATION. 2.5 COLOR TO BE AS SHOWN ON PLANS. 3. FRONT ENTRANCE DOOR OPERATORS (FURNISH AND INSTALLED BY PUBLIX 3.1 THE STANLEY COMPANY SHALL INSTALL FOR PUBLIX STRICTLY ACCORDING TO MANUFACTURER'S DETAILS AND INSTRUCTIONS, STANLEY DOOR OPERATING COMPANY, SERIES 6000 AUTO-SLIDE "`' AUTOMATIC BI-PARTING SLIDING ENTRANCES COMPLETE WITH STANLEY 4-6151 AUTO-SLIDE PACKAGE, ACTUATING CONTROLS SHALL BE STANLEY MICORWAVE SENSOR DEVICES. 3.2 THE STANLEY COMPANY SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL TRADES INCLUDING GLAZING AND ELECTRICAL SECTIONS OF THE SPECIFICATIONS. 3.3 ALL OPERATORS, CONTROLS, FRAME5, BARRIERS, HEADER CASES, AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY THE STANLEY DOOR OPERATING EQUIPMENT COMPANY, DIVISION OF STANLEY WORKS; FARMINGTON, CONNECTICUT. STANLEY COMPANY REPRESENTATIVE SHALL ADJUST FOR FINAL OPERATION. 4. FENCING 4.1 FURNISH AND INSTALL GALVANIZED CHAIN LINK FENCING WHERE 17-1 SHOWN OR SCHEDULED: 2" MESH WIRE ~~9 W & M GAUGE WITH 3" O.C. CORNER POST MAX. 8'-0" O.C. AND 2" O.D. TOP AND BOTTOM RAILS, AND 1-5/8" O.D. HORIZONTAL INTERMEDIATE RAIL AND 2 1/2" LINE POSTS; OUTER GATE FRAME 1-5/8", INNER FRAME 1-3/8"; GATE 3'-0" X 7'-0". A-1 RAIL GALVANIZED. 4.2 ON EXTERIOR FENCING AROUND GENERATOR UTILIZE SAME CONSTRUCTION. 4.3 VERIFY IF FENCE IS REQUIRED AROUND TRANSFORMER VAULT AND PROVIDE PER POWER COMPANY SPECIFICATIONS. 5, BURGLAR ALARM DATA GENERAL CONTRACTOR SHALL FURNISH AND INSTALL PLYWOOD BOX AND ETC. AS PER ARCHITECTURAL AND ELECTRICAL PLANS, FOR ALARM BELL BY TENANT. 6, FIRE EXTINGUISHERS FURNISH AND INSTALL SAFETY FIRST PRODUCTS CORPORATION, AUTOMATIC DRY CHEMICAL FIRE EXTINGUISHER SYSTEM, COMPLETE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS, IN ALL RANGE HOOD PLENUMS (OR HOODS WITH SIMILAR TYPE RISK). SYSTEM SHALL BE COMPLETE AND READY FOR OPERATION, TO SATISFACTION OF PUBLIX REPRESENTATIVE, AND LOCAL AUTHORITIES HAVING JURISDICTION. INSTALLATION SHALL BE IN COMPLIANCE WITH NFPA BULLETINS ~~17 AND ~~96. 7. VERTICAL RISE OVERHEAD DOORS X16 AND 37 7.1 PANEL: SEAMLESS, MOLDED REINFORCED FIBERGLASS, 7.1.1 SHELLS-MOLDED FIBERGLASS REINFORCED POLYESTER, CORNERS AND EDGES REINFORCED TO A THICKNESS OF 3/8", 7.1.2 FINISH-PIGMENTED POLYESTER GEL COAT. 7.1.3 PANELS TO BE FILLED WITH 3" OF POLYURETHANE INSULATION HAVING A K FACTOR OF .12 AT 75 DEGREES FAHRENHEIT AND TO CONFORM TO APHIS-U.S.D.A. (M.I.D.) SANITATION REGULATIONS. 7.1.4 COLOR-WHITE. 7.2 FRAME: FIBERGLASS CLAD EXTERIOR GRADE PLYWOOD, 7.2.1 SHELL-SAME AS PANEL. 7.2.2 FINISH-SAME AS PANEL: FRAME BACKING FIBERGLASS REINFORCED POLYESTER. 17-2 7.2.3 COLOR-WHITE 7.3 DOOR HARDWARE: CHROME PLATED PULL HANDLE, GALVANIZED STEP PLATE, ADJUSTABLE ROLLER BRACKETS, 3" LUBRICATED BALL BEARING ROLLERS, TWO (2) ADJUSTABLE GALVANIZED DEAD BOLT LATCHES. 7.4 OPERATING HARDWARE: TRACK-3" SEMI-ENCLOSED, 1 i GAUGE GALVANIZED STEEL, FULLY ADJUSTABLE IN AND OUT, DOWN AND IN SEALING ACTION. 7.5 LIFT SYSTEM: COUNTERWEIGHT ASSEMBLY. 7.5.1 COUNTERWEIGHT CONNECTED TO BOTH SIDES OF DOOR WITH 5/16" AIR-CRAFT CABLES WITH ADJUSTMENT TURNBUCKLES. 7.5.2 FULL HEIGHT COUNTERWEIGHT COVER OF FIBERGLASS REINFORCED POLYESTER COVERED WITH PIGMENTED GEL COAT. 7.6 WINDOWS: 6" X 6" 2L WINDOWS; FRAMES TO BE MOLDED FIBERGLASS. 7.7 APPROVED DOORS: ENVIRO MANUFACTURED BY ARTHUR SMITH INDUSTRIES, INC., JAMISON MARK II, AND CLARK DOOR CO. MOLDED FIBERGLASS. 8. DURUS DOORS (FURNISHED BY PUBLIX AND INSTALLED BY CONTRACTOR) AS MANUFACTURED BY DURUS INDUSTRIES; SEND, OREGON, PER PUBLIX ORDER. SEE DOOR SCHEDULE. 9. METAL DOORS AND FRAMES EQUAL TO DUSING AND HUNT OR ALLIED STEEL PRODUCTS STANDARD 16 GAUGE PRESSED STEEL DOORS AND FRAMES,. WITH SIX MASONRY ANCHORS, UNIVERSAL STRIKE PLATE (BRONZE) AND RUBBER SILENCERS. STEEL PRIME COATED. FRAME PROFILE ~~55 AND OTHERS AS REQUIRED. REINFORCE FRAMES FOR CLOSERS AND BUTTS WHERE REQUIRED. FILL DOOR WITH MINERAL ROCK WOOL OR EQUAL. 10. CAULKING 10.1 CAULKING COMPOUND EQUAL TO DEXALL ACRYLIC LATES, CARTRIDGE TYPE...AVAILABLE AT SHERWIN-WILLIAMS COMPANY. 10.2 ON EXTERIOR DOORS, CAULK BETWEEN MASONRY AND FRAME TO DEPTH OF 1/2 INCH AT PERIMETER OF ALL SASH, CAULK AS REQUIRED TO CLOSE ALL MORTAR JOINTS. IMBED THRESHOLDS IN CAULKING AT TIME OF SETTING. 17-3 10.3 JOINTS AND SPACES TO BE CAULKED SHALL BE CLEAN AND DRY. LEAVE SURFACES NEAT AND CLEAN. CAULK BEFORE FINAL PAINTING, IF NEXT TO PAINTED SURFACE. CAULK WOOD BASE AS DETAILED OR NOTED. 11. FIRE SPRINKLER SYSTEM THE ENTIRE PUBLIX BUILDING MUST HAVE AN AUTOMATIC, CEILING HUNG TYPE FIRE SPRINKLER SYSTEM INSTALLED COMPLETELY, AND PER APPROVAL OF AND STANDARDS OF PUBLIX SUPER MARKETS, AND NATIONAL BOARD OF FIRE UNDERWRITERS, PAMPHLET #13. IT SHALL BE THE RESPONSIBILITY OF THE SPRINKLER SYSTEM CONTRACTOR TO COORDINATE WITH CEILING, LIGHTING, AND AIR CONDITIONING PLANS, AND TO DO AND/OR PAY FOR ANY CUTTING AND PATCHING REQUIRED FOR THIS INSTALLATION. CHROME SPRINKLER HEADS AND PLATES REQUIRED IN SALES AREA, AND ALL FOOD PREPARATION AREAS. ESCUTCHEON COVERS SHALL BE TWO PIECE SO THAT CEILING TILES, MAY BE REMOVED WITHOUT REMOVING SPRINKLER HEAD. ALL SPRINKLER HEADS MUST BE CENTERED WITHIN CEILING TILES FOR A NEAT APPEARANCE. SHOP DRAWING SHALL BE SUBMITTED SHOWING THE PIPING SYSTEM ALONG WITH HYDRAULIC CALCULATIONS. ALSO SUBMIT A SHEET SIMILAR TO A-9 "REFELCTED CEILING PLAN" SHOWING THE LOCATIONS OF THE SPRINKLER HEADS WITH RESPECT TO THE CEILING TILES. ALL PIPING TO BE A MINIMUM OF 24" ABOVE CEILING TILE TO CLEAR LIGHT FIXTURES, BUT ALSO BE COORDINATED WITH OTHER TRADES. 12. ALUMINUM SIDING - (MACHINE ROOMS) 12.1 SCOPE OF WORK: FURNISH ALL NECESSARY LABOR, MATERIALS, AND EQUIPMENT TO COMPLETE THE FABRICATION AND ERECTION OF ALL ALUMINUM ROOFING AND SIDING AND ACCESSORIES AS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED AS FOLLOWS: 12.2 MACHINE ROOM SKINS AS FOLLOWS: ALUMINUM WALL PANELS TO BE .032"THICK 2" X 13" WIDE "W" PANELS. ALUMINUM ROOF PANELS TO BE .032" GEMINI PANEL 3 1/4" DEEP X 10" WIDE WITH 2" STYRENE FOAM, 1.0 DENSITY PER CUBIC FT. 3.9 R RATING AT 75 DEGREES FAHRENHEIT WITH FLAME SPREAD LESS THAN 2596; REFER TO U.L. TEST 3-84, INSERTED UNDER A WHITE .024" ALUMINUM COVER PLATE MADE FROM ONE OF THE FOLLOWING: 3004-H154 OR H174 OR 3105-H14 OR H15. WALL PANELS TO BE INSERTED INTO 2" EXTRUDED HEADER CHANNEL UNDER ROOF (6063-TS OR T6). OPENINGS TO BE FRAMED WITH H CHANNEL, WALL PANELS TO BE BROWN, ROOF PANELS TO BE WHITE. FASCIA TO BE SUPPLIED ON 3 SIDES OF ROOFS, GUTTER 2 SIDES. EACH MACHINE ROOM TO HAVE 2 DOWNSPOUTS. 12.3 FASTENERS: ALL FASTENERS SHALL BE NO. 14, TYPE 305, STAINLESS STEEL, HEX-HEAD, SELF-TAPPING SCREWS. FASTENERS TO STRUCTURAL SUPPORTS SHALL BE SPACED A MAXIMUM OF 8" ON CENTER. 17-4 12.4 SIDE LAP FASTENERS (IF REQUIRED) SHALL BE SPACED NO MORE THAN 12" ON CENTER. ALL FASTENERS SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE DESIGNED TO PREVENT WATER LEAKAGE THROUGH THE FASTENER HOLE. 12.5 FLASHING SHALL BE THE SAME GAUGE, FINISH AND EMBOSSING AS THE EXTERIOR PANELS, UNLESS OTHERWISE SPECIFIED. 12.6 PANEL SEALING GASKETS SHALL BE APPLIED TO THE INTERLOCKING JOINTS OF THE INTERIOR PANEL. GASKETS ARE REQUIRED FOR SINGLE SKIN WALLS. .12.7 SUBMIT SHOP DRAWING FOR PRIOR APPROVAL 12.8 ANY SUBSTITUTIONS MUST HAVE ARCHITECTS PRIOR APPROVAL ALONG WITH SHOP DRAWINGS. 17-5 DIVISION 18 SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL ac ELECTRICAL WORK 1. GENERAL NOTES 1.1 THE "GENERAL CONDITIONS" SEE DIVISION 1 AND 2, "SUPPLEMENTARY", AND "SPECIAL CONDITIONS", OF THESE SPECIFICATIONS ARE HEREBY MADE A PART OF THE MECHANICAL AND ELECTRICAL SECTIONS. 1.2 THE SUBCONTRACTOR SHALL EXAMINE THE SITE AND SHALL CAREFULLY REVIEW THE ARCHITECTURAL AND STRUCTURAL PLANS IN ORDER TO BE AWARE OF THE CONDITIONS AFFECTING THE WORK HEREIN. 1.3 REGULATIONS, PERMITS AND INSPECTIONS: 1.3.1 THIS WORK SHALL BE INSTALLED IN CONFORMITY WITH APPLICABLE LOCAL ORDINANCES AND STATE STATUTES. STANDARDS AND SIZES WHICH MEET AND EXCEED PRECEDING REQUIREMENTS SHALL BE INSTALLED AS DRAWN OR SPECIFIED. NOTHING IN THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT DEVIATION FROM THE REQUIREMENTS OF GOVERNING CODES. 1.3.2 THE SUBCONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED IN CONNECTION WITH HIS INSTALLATION. HE SHALL APPLY FOR AND PAY FOR ALL METERS OR GAUGES REQUIRED. THE CONTRACTOR MUST PRESENT THE OWNER WITH PROPERLY SIGNED CERTIFICATES OF FINAL INSPECTION BEFORE THE WORK WILL BE ACCEPTED. 1.3.3 HE SHALL CALL FOR ALL INSPECTIONS BY THE CITY AND COUNTY WHEN THEY BECOME DUE, AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE CITY AND COUNTY AND THE ARCHITECT AND PUBLIX HAVE BEEN NOTIFIED FOR INSPECTION. 1.3.4 THE FOLLOWING LATEST SPECIFIED CODES SHALL BE ADHERED TO: NATIONAL BUREAU OF FIRE UNDERWRITERS NATIONAL ELECTRICAL CODE FLORIDA STATE SANITARY CODE LOCAL UTILITY CODE LOCAL BUILDING CODE ASME CODE FOR UNFIRED PRESSURE VESSELS (1946) ASHRAE CODE FOR REFRIGERATION APPARATUS 18-1 ASA, B 9.1 -SAFETY CODE FOR MECHANICAL REFRIGERATION. CONFORM TO GOVERNING CODES, ORDINANCES AND REGULATIONS OF CITY, COUNTY AND STATE HAVE JURISDICTION. WHERE LOCAL CODES ARE NOT APPLICABLE, CONFORM TO NATIONAL ELECTRIC CODE/FLORIDA STATE PLUMBING CODE. OSHA -FOR CONSTRUCTION 1.4 THIS SECTION SHALL 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. ALL WORK SHALL BE IN ACCORDANCE WITH ALL GOVERNING CODES. 1.5 THE WORK UNDER THIS SECTION SHALL BE COOPERATIVE WITH THE WORK OF OTHER TRADES TO PREVENT CONFLICT OR INTERFERENCE AND TO AID RAPID COMPLETION OF THE OVERALL PROJECT. 1.6 IMMEDIATELY UPON THE AWARD OF CONTRACT AND BEFORE ANY WORK IS STARTED, THE CONTRACTOR SHALL CONFER WITH THE PUBLIX'S REPRESENTATIVE, CONCERNING THE WORK UNDER THIS SECTION. 1.7 DECISIONS OF THE ARCHITECT DUE TO DISCREPANCIES, INTERPRETATION OF DRAWINGS AND SPECIFICATIONS, SUBSTITUTES AND PERTINENT ITEMS SHALL BE FINAL. 1.8 THE CONTRACTOR SHALL EXAMINE ALL WORK OF OTHERS. IF ANY .,~,,,~ CONDITIONS EXIST WHICH WILL PREVENT SATISFACTORY INSTALLATION OF MATERIALS OR EQUIPMENT THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED IN WRITING. STARTING OF WORK WITHOUT NOTIFICATION INDICATES ACCEPTANCE, AND ANY OR ALL CHANGES REQUIRED WILL BE AT CONTRACTOR'S EXPENSE. 1.9 THE CONTRACTOR, IN THE PREPARATION OF HIS BID, SHALL ASSEMBLE A PRICE BASED ON THESE SPECIFICATIONS AND DRAWINGS, AS SHOWN, AND WITH ALL MATERIALS AND EQUIPMENT EXACTLY AS SPECIFIED THIS FIGURE SHALL BE KNOWN AS THE "BASE BID", ALL BIDS MUST INCLUDE HIS BASE BID; HOWEVER, ALTERNATE EQUIPMENT MAY BE QUOTED AS AN "ADD OR DEDUCT" FROM THE BASE BID. 2. SPECIFICATIONS AND DRAWINGS 2.1 THE DRAWINGS INDICATE THE LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND ARE TO CONVEY THE GENERAL INTENT OF THE 18-2 WORK. THEY ARE NOT INTENDED TO SHOW MINUTE DETAILS OF ALL COMPONENTS BUT IT IS UNDERSTOOD THAT SUCH DETAILS ARE A PART OF THIS WORK. 2.2 THE PLANS AND SPECIFICATIONS ARE DIAGRAMMATIC AND SUPPLEMENTARY ONE TO ANOTHER. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND DEFINE THE WORK OF THE CONTRACTOR AND THE SUBCONTRACTOR; HOWEVER SUCH SEPARATION DOES NOT RELIF_VE CONTRACTOR AND SUBCONTRACTORS FROM FULL RESFONSIBLITY OF COMPLIANCE. 2.3 PLANS AND SPECIFICATIONS INTEND A COMPLETE WORKABLE SYSTEM, MATERIALS AND LABOR CORRECTLY INSTALLED, READY FOR SERVICE, WITH ALL MATERIALS AND/OR WORKMANSHIP INDICATED, CALLED FOR, OR IMPLIED. ERRORS OR OMISSIONS ON PLANS OR SPECIFICATIONS DO NOT RELIEVE CONTRACTOR OR RESPONSIBLITY OF COMPLETE SYSTEM. 2.4 CONFLICT, DISCREPANCIES, INTERFERENCES AND OMISSIONS """ BETWEEN DRAWINGS AND SPECIFICATIONS OR DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BY THE SUBCONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 2.5 AS-BUILT DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR UPON COMPLETION. THESE SHALL CONSIST OF COLORED PENCIL ON BLUE OR BLACK LINE PRINTS AND SHALL SHOW DEVIATIONS AND EXACT LOCATION DIMENSIONS OF BURIED UTILITY LINES. (2 SETS REQUIRED) 2.6 SIX (6) SHOP DRAWINGS ON ALL EQUIPMENT, SHALL BE FURNISHED TO THE ARCHITECT. 3. MATERIALS AND EQUIPMENT 3.1 ALL EQUIPMENT AND 'MATERIALS SHALL BE FURNISHED IN STRICT ACCORDANCE WITH THE EQUIPMENT SCHEDULE AND SPECIFICATIONS REQUIREMENTS. EACH BID SHALL BE BASED UPON THE EXACT BILL OF MATERIALS SPECIFIED. 3.2 EQUIPMENT AND MATERIAL SPECIFIED SHALL BE CONSIDERED TO HAVE PRIOR APPROVAL; HOWEVER, SUBMITTALS SHALL BE REQUIRED. FURNISH CONSTRUCTION DRAWINGS TO GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION. 3.3 SUBSTITUTION MAY BE MADE WITHIN THIRTY (30) DAYS FOLLOWING AWARD OF THE CONTRACT, ONLY UNDER THE FOLLOWING CONDITIONS: 3.3.1 THE PROPOSED SUBSTITUTION IS PROVEN, TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT, TO BE EQUAL TO OR SUPERIOR TO THE SPECIFIED ITEM IN ALL RESPECTS. 3.3.2 REQUESTS FOR SUBSTITUTION SHALL BE ACCOMPANIED BY 18-3 DOCUMENTATION FOR SUPPLIERS OF BOTH THE SPECFIED AND THE PROPOSED ITEM. NO INCREASE IN THE CONTRACT PRICE WILL BE MADE BECAUSE OF SUBSTITUTION. 3.3.3 CHANGES, REQUIRED BY SUBSTITUTIONS, SUCH AS REVISIONS TO FOUNDATIONS, BASES, PIPING, CONTROLS, WIRING, OPENINGS AND APPURTENANCES SHALL BE MADE BY THE SUBCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ANY COST REDUCTION RESULTING FROM SUBSTITUTIONS SHALL BENEFIT THE OWNER THROUGH A CONTRACT CHANGE ORDER CREDIT. 4. CUTTING, PATCHING, EXCAVATION, BACK-FILL AND LAYOUTS 4.1 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. 4.2 ALL PATCHING OF FINISHED CONSTRUCTION OF NEW AND EXISTING BUILDINGS SHALL BE BY THE GENERAL CONTRACTOR UNDER THE SECTIONS OF SPECIFICATIONS COVERING THOSE MATERIALS. 4.3 SUBCONTRACTOR SHALL PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR SERVICES, AND FOR ALL HVAC, PLUMBING AND ELECTRICAL WORK, INSIDE AND OUTSIDE THE BUILDING. CUTTING OF CURBS, WALKS, CONCRETE AND PAVING REQUIRED BY THE EXCAVATION SHALL BE DONE BY EACH SUBCONTRACTOR. BELL HOLES SHALL BE DUG TO ALLOW SOIL PIPE TO LIE FULLY SUPPORTED. 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. 4.4 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. 4.5 NO UNDERGROUND PIPING SHALL BE COVERED UNTIL INSPECTED BY PUBLIX'S REPRESENTATIVE. 5. EXPERIENCE AND QUALIFICATIONS S.1 THE SUBCONTRACTOR DOING THIS WORK SHALL BE A REPUTABLE FIRM REGULARLY ENGAGED IN THIS TYPE OF WORK AND EMPLOYING SKILLED WORKMEN WITH PROPER EQUIPMENT. THE 18-4 INSTALLATION SHALL BE FIRST CLASS BASED ON THE LATEST PRACTICE. UPON REQUEST,THE 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. 6. INSTRUCTIONS 6.1 REPRESENTATIVES OF THE OWNER SHALL BE INSTRUCTED BY THE CONTRACTOR AS TO COMPLETE CARE AND OPERATION OF THE OVERALL MECHANICAL AND ELECTRICAL SYSTEM. THE ARCHITECT SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AS TO WHOM RECEIVED THE INSTRUCTIONS AND THE DATE THAT THIS WAS DONE. 6.2 THE OWNER MAY REQUIRE OPERATION OF PARTS OR ALL OF THE INSTALLATION PRIOR TO FINAL ACCEPTANCE. 6.3 COST OF UTILITIES FOR SUCH OPERATION SHALL BE PAID BY THE CONTRACTOR. SAID OPERATION SHALL NOT BE CONSTRUED AS ACCEPTANCE OF THE CONTRACTOR'S WORK. 7. UTILITY SERVICES 7.1 ALL GAS, WATER AND ELECTRICITY USED FOR CONSTRUCTION SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. PLUMBING SECTION TO 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. ELECTRICAL SECTION TO PROVIDE TEMPORARY SERVICE FOR CONSTRUCTION AND REMOVE IT WHEN NEW SERVICES IS COMPLETED. 8. GUARANTEE 8.1 ALL EQUIPMENT SHALL BE STARTED, TESTED, ADJUSTED AND PLACED IN PROPER OPERATING CONDITION BY THE SUBCONTRACTOR. THE ENGINEER SHALL BE ADVISED OF PROPER OPERATION IN ORDER THAT HE MAY WITNESS-TEST THE SYSTEMS. 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 GUARANTEE COVERING ALL DEFECTS IN WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. 8.2 ANY DEFECTS WITHIN THIS PERIOD SHALL BE REPAIRED WITHOUT COST TO THE OWNER. THIS SHALL INCLUDE ADJUSTMENTS, AND ALL REGULAR AND PREVENTATIVE MAINTENANCE AND CLEANING OF PERMANENT FILTERS, OR REPLACING OF FILTERS (FILTERS BY CONTRACTOR). 18-5 8.3 THE OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE BOND NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES DURING THE BONDING PERIOD. 9. FINAL INSPECTION ALL OF THE FOLLOWING ITEMS MUST BE COMPLETED PRIOR TO FINAL INSPECTIONS. NO EXCEPTIONS WILL BE MADE AND NO FINAL PAYMENT WILL BE MADE UNTIL ALL ITEMS ARE COMPLETED. 9.1 CLEANING EQUIPMENT AND PREMISES: 9.1.1 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. 9.1.2 EXPOSED METAL WORK SHALL BE CAREFULLY BRUSHED DOWN WITH STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS AND TOUCHED UP WITH PRIMER. 9.2 OPERATING INSTRUCTIONS AND SERVICE MANUAL: 9.2.1 PROVIDE TWO (2) NEATLY BOUND COPIES OF MAINTENANCE AND INSTRUCTIONS BOOK, PARTS LISTS PERTAINING TO ALL EQUIPMENT FURNISHED. SUBMIT TO THE ENGINEER FOR APPROVAL. 9.2.2 EACH SECTION SHALL BE INDEXED AND INCLUDE PARTS ~, LISTS, INSTRUCTION BOOKS, SUPPLIERS' PHONE NUMBERS AND ADDRESSES, AND INDIVIDUAL EQUIPMENT GUARANTEES ALL IN SEPARATE SECTIONS. 18-6 DIVISION 19 PLUMBING SPECIFICATIONS SPECIAL NOTE: THE CONTRACT, GENERAL CONDITIONS, SPECIAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITION5 FOR MECHANICAL AND ELECTRICAL WORK OF THESE SPECIFICATIONS GOVERN ALL PARTS OF THE WORK AND ARE PARTS ~OF AND APPLY IN FULL FORCE TO THESE SPECIFICATIONS FOR PLUMBING. 1. SCOPE 1.1 PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL PLUMBING COMPLETE AS INDICATED, AS REQUIRED BY CODE, AND AS SPECIFIED HEREIN. ALL SIZES, ETC. ARE PUBLIX MINIMUM AND IF ANY LOCAL CODE REQUIREMENTS ARE HIGHER, THE WORK SHALL BE BID AND INSTALLED ACCORDINGLY. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, BONDS, INSPECTION AND SHALL BE RESPONSIBLE FOR ALL PENALTIES INCURRED BY HIMSELF AND BY HIS AGENTS. 1.2 OBTAIN AND PAY FOR WATER METER. 1.3 CONNECTIONS TO EQUIPMENT FURNISHED IN OTHER SECTIONS AND BY OWNER INCLUDING UNCRATING EQUIPMENT, MOVING IN PLACE AND INSTALLING COMPLETE. 1.4 INCLUDE GAS PIPING AND ALL INDIRECT DRAINS FOR ALL EQUIPMENT FURNISHED IN OTHER SECTIONS AND BY OWNER, EXCEPT FOR REFRIGERATED CASES, WALK-IN COOLERS, AND FREEZERS. 1.5 A SYSTEM OF SOIL AND WASTE DRAINS, VENTS, AND CONNECTIONS TO ALL SEWER, AND WATER MAINS AND ALL FIXTURES. 1.6 FURNISH 2-1/2" WATER SERVICE LINE, AND 2" WATER METER. 1.7 HOT AND COLD WATER MAINS AND DISTRIBUTION PIPING, ALL OVERHEAD AND CONCEALED. NO P.V.C. PIPE ALLOWED ABOVE FLOOR SLAB, (EXCEPT FOR VACUUM CLEANER PIPING AND PLUMBING WASTE PIPING, UNLESS NOT CODE APPROVED). 1.8 PLUMBING FIXTURES ARE TO BE SUPPLIED, SET AND ADJUSTED BY PLUMBER, EXCEPT AS HEREIN SPECIFIED. 1.9 FURNISH AND INSTALL GREASE TRAPS AS SPECIFIED OR AS REQUIRED BY LOCAL CODES. 19-1 1.10 ROUGH-IN PLUMBING FOR FIXTURES SHOWN DOTTED ON PLANS OR NOTED OR SPECIFIED AS BY PUBLIX OR OTHERS, AND MAKE REQUIRED CONNECTIONS. 1.11 ALL PIPING HANGING AND HANGERS FURNISHED AND INSTALLED BY PLUMBER. 1.12 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 RESPONSIBLE FOR OWN CUTTING AND PATCHING. 1.13 SEE DIVISION 1 "GENERAL CONDITIONS AND REQUIREMENTS". 1.14 ALL STORE CASES, COOLERS, AND FREEZERS WILL BE FURNISHED AND SET IN PLACE BY PUBLIX. THE REFRIGERATION CONTRACTOR SHALL MAKE ALL CONDENSATE WASTE CONNECTIONS REQUIRED TO PLUMBING CONTRACTORS STUB UPS. THE PLUMBING CONTRACTOR SHALL CHECK SHOP DRAWINGS AGAINST PLANS IN ORDER TO VERIFY EXACT LOCATIONS. FOR REFRIGERATION CASE DRAINS, THE PLUMBING CONTRACTOR SHALL STUB UP A 3" LINE 1" ABOVE FLOOR ONLY; NO HUB REQUIRED. PLUMBING CONTRACTOR TO CONNECT DELI HOT CASE. 1.15 FURNISH AND INSTALL GAS PIPING AS INDICATED ON THE PLANS. 1.16 FURNISH AND INSTALL ALL FIXTURES AND EQUIPMENT AS INDICATED ON THE PLANS AND SPECIFIED HEREIN. 1.17 INSTALL COMPLETELY THE FIXTURES AND TRIM AS SUPPLIED BY PUBLIX: WASTE PIPING BY PLUMBING CONTRACTOR. 1.18 FURNISH AND INSTALL UNDERSLAB P.V.C. TO BE USED FOR REFRIGERANT TUBING CHASES AS INDICATED ON THE REFRIGERATION AND PLUMBING DRAWINGS. 1.19 SPECIAL NOTE: ALL SOIL AND WASTE PIPING BELOW SLAB SHALL BE PVC THROUGHOUT WHERE PERMITTED BY LOCAL CODES. IF LOCAL CODES DO NOT PERMIT PVC PIPING IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO USE CAST IRON, COPPER OR OTHER ALTERNATES AS DESCRIBED IN THE SPECIFICATIONS. THERE WILL BE NO ALLOWANCES FOR EXTRAS AFTER THE AWARD OF CONTRACT BECAUSE OF CODE REQUIREMENTS. WASTE ARMS FOR LAVATORIES AND SINKS SHALL BE COPPER (NO PVC ALLOWED). 2. RELATED WORK SPECIFIED ELSEWHERE 2.1 GENERAL WORK: CONCRETE BASES, AND STRUCTURAL STEEL BASES ARE PART OF THE GENERAL WORK, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.2 PAINTING: ALL EXPOSED PIPING SHALL BE PAINTED UNDER PAINTS AND PAINTING SECTION. 19-2 2.3 ELECTRICAL: ALL LINE VOLTAGE WIRING AND CONDUIT, CONDUIT FOR LOW VOLTAGE WIRING, STARTERS, RELAYS SWITCHES ARE INCLUDED UNDER THE ELECTRICAL SECTION. 3. INSPECTIONS THE WORK SHALL BE INSTALLED UNDER THE SUPERVISION AND WITH THE APPROVAL OF THE ARCHITECT OR THE ARCHITECT'S AUTHORIZED REPRESENTATIVE. THE PUBLIX'S REPRESENTATIVE SHALL INSPECT ALL WATER, WASTE, REFRIGERATION P.V.C., AND VENT LINES BEFORE BACKFILLING OR ENCLOSING. IF LINES ARE COVERED BEFORE INSPECTION, PUBLIX WILL REQUIRE THAT THEY BE UNCOVERED. PUBLIX'S REPRESENTATIVE WILL INSPECT ON 2-DAY NOTICE. 4. APPROVALS REQUIRED 4.1 ALL ITEMS OF MATERIAL AND EQUIPMENT REQUIRED BY THIS SECTION SHALL HAVE THE APPROVAL OF THE ARCHITECT AND BE SUBMITTED 30 DAYS AFTER AWARD OF GENERAL CONTRACT. SIX (6) COPIES OF MANUFACTURERS' CUTS AND PERFORMANCE DATA OF EACH OF THE FOLLOWING WILL BE REQUIRED FOR APPROVAL. SUBMITTAL SHALL BE ORGANIZED IN 5AME ORDER AS LISTED BELOW, AND INCLUDE REFERENCE TO PAGE AND PARAGRAPH NUMBERS OF THE SPECIFICATIONS, AND BOUND IN SETS, ALL SETS IDENTICAL. SHOULD THERE BE DELAYS IN SUBMITTAL DUE TO FAILURE OF GENERAL CONTRACTOR TO PROMPTLY AWARD SUBCONTRACTORS OR DUE TO UNAVAILABILITY OF MANUFACTURERS' LITERATURE, THE ARCHITECT SHALL DESIGNATE BY MAKE AND MODEL THE EQUIPMENT TO BE USED THROUGHOUT. NO EXCEPTIONS WILL BE MADE TO THIS PROCEDURE AND TIME SCHEDULE. 4.1.1 FIXTURES AND TRIM WITH CUTS INCLUDING ROUGH-IN DIMENSIONS. 4.1.2 EQUIPMENT 4.1.3 DRAINS AND CLEANOUTS (FLOOR AND WALL) 4.1.4 .VALVES, STOPS, HOSE BIBBS 4.1.5 MISCELLANEOUS 4.1.6 ROOF FLASHING 4.1.7 PIPING DIAGRAMS 4.1.8 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. 4.2 IF THE EQUIPMENT IS AS SPECIFIED, THE SUBMI?TALS ARE MERELY A FORMALITY AND HE MAY PLACE A FINAL ORDER WITH HIS SUPPLIERS FOR THE EQUIPMENT. IF ALTERNATE EQUIPMENT IS SUBMITTED, NO ORDER SHALL BE PLACED UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED IN HAND. 19-3 5. FIXTURES 5.1 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS 20-36 AS ROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. AL AMELED IRON FIXTURES ARE TO HAVE ACID RESISTING WH MEL. (UNLESS OTHERWISE NOTED). .1 ALL FIXTURES SHALL BE AMERICAN STANDARD NLESS ~,` OTHERWISE NOTED, BUT FIXTURES BY CRANE OHLER, ~ OR ELDER WILL BE ACCEPTED. 5.1. ACH FIXTURE INDICATED AND DESCRI ON THE AWINGS SHALL BE INSTALLED AS IN ATED ON THE AWINGS. SETTING SHALL HAVE T CRACK BETWEEN FIXTURE AND THE WALL CAUL D WITH BUTYL KING COMPOUND AND SHAL AVE A SMOOTH T JOINT. ALL BRACKETS, C ATS, AND ANCHORS RE ED FOR SUPPORT UND THIS SECTION SHALL BE PR D AS WORK UNDER T SECTION, AND SUCH SUP S SHALL BE CONCE ED BEHIND THE FINISHED 6. WALL ~E. EQUIPMENT 6.1 GREASE TRAP: SHAL E REC NGULAR, PRE-CAST CONCRETE, ALL IN ACCORDANCE H C PTER 17-13 OF THE FLORIDA STATE SANITARY CODE. CON U ION SHALL BE AS RECOMMENDED IN THE ABOVE CHAPTER A INDICATED ON THE DRAWINGS. TWO (2) TRAFFIC TOPS WITH T FIC CAST IRON CLEANOUTS ARE REQUIRED. 6.2 RELIEF VALVES: FURN A STALL ON THE HOT WATER STORAGE TANKS, AN ME RE VALVE OF SIZE AND CAPACITY. 6.3 DRAINS: 6.3.1 FLOG RAIN, WORK AR , JOSAM NO. 32200-88 SERIES, WITH AVY DUTY CAST I .STRAINER GRATE AND SED ENT BUCKET OR EQU 6.3.2 OR DRAIN, TOILET ROOMS, SAM NO. 3000-6A-3-N RIES WITH 6" GRATE OR EQUA NOTE: "N" INDICATES NO SUBSTITUTION OF BUFF POLIS ICKELOY FINISH. 6. TRENCH DRAINS, JOSAM NO. 76--3-1 DUCTILE IRON OR EQUAL AS INDICATED ON THE DRA NGS. 7. MA 7.1 NERAL: ALL MATERIALS INSTALLED SHALL BE NE EIGHT, OF THE BEST QUALITY WITH THE SAME BRAND MANUFACTURER USED FOR EACH CLASS OF MATERIAL EQUIPMENT. ALL SIMILAR MATERIALS SUCH AS VALVES, BOILERS, FIXTURES, SHALL BE OF THE SAME TYPE AND ULL MPS, "„ 19-4 5. FIXTURES 5.1 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. ALL ENAMELED IRON FIXTURES ARE TO HAVE ACID RESISTING WHITF_ ENAMEL. (UNLESS OTHERWISE NOTED). 5.1.1 ALL FIXTURES SHALL BE AMERICAN STANDARD UNLESS OTHERWISE NOTED, BUT FIXTURES BY CRANE, KOHLER, OR ELJER WILL BE ACCEPTED. 5.1.2 EACH FIXTURE INDICATED AND DESCRIBED ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. SETTING SHALL HAVE THE CRACK BETWEEN THE FIXTURE AND THE WALL CAULKED WITH BUTYL CAULKING COMPOUND AND SHALL HAVE A SMOOTH TIGHT JOINT. ALL BRACKETS, CLEATS, AND ANCHORS REQUIRED FOR SUPPORT UNDER THIS SECTION SHALL BE PROVIDED AS WORK UNDER THIS SECTION, AND SUCH SUPPORTS SHALL BE CONCEALED BEHIND THE FINISHED WALL FACE. 6. .EQUIPMENT 6.1 GREASE TRAP: SHALL BE RECTANGULAR, PRE-CAST CONCRETE, ALL IN ACCORDANCE WITH CHAPTER 17-13 OF THE FLORIDA STATE SANITARY CODE. CONSTRUCTION SHALL BE AS RECOMMENDED IN THE ABOVE CHAPTER AND AS INDICATED ON THE DRAWINGS. TWO (2) TRAFFIC TOPS WITH TRAFFIC CAST IRON CLEANOUTS ARE REQUIRED. 6.2 RELIEF VALVES: FURNISH AND INSTALL ON THE HOT WATER STORAGE TANKS, AN ASME RELIEF VALVE OF SIZE AND CAPACITY. 6.3 DRAINS: 6.3.1 FLOOR DRAIN, WORK AREAS, JOSAM NO. 32200-88 SERIES, WITH HEAVY DUTY CAST IRON STRAINER GRATE AND SEDIMENT BUCKET OR EQUAL. 6.3.2 FLOOR DRAIN, TOILET ROOMS, JOSAM NO. 30000-6A-3-N SERIES WITH 6" GRATE OR EQUAL. NOTE: "N" INDICATES NO SUBSTITUTION OF BUFF POLISH NICKELOY FINISH. 6.3.3 TRENCH DRAINS, 3OSAM NO. 76--3-102-7 DUCTILE IRON OR EQUAL AS INDICATED ON THE DRAWINGS. 7. MATERIALS 7.1 GENERAL: ALL MATERIALS INSTALLED 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 19-4 MANUFACTURER. 7.2 MATERIALS AND RESPONSIBILITY: ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT WORKMANLIKE MANNER BY COMPETENT SPECIALISTS FOR EACH SUBTRADE. THE INSTALLATION OF ANY MATERIALS AND EQUIPMENT NOT MEETING THESE STANDARDS MAY BE CONDEMNED BY THE ENGINEER AND SHALL BE REMOVED AND REINSTALLED AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND GOOD CONDITION OF THE MATERIAL AND EQUIPMENT INSTALLED UNTIL FINAL ACCEPTANCE BY THE OWNER. ALL MATERIALS SHALL BE STORED TO PREVENT DAMAGE OR WEATHERING PRIOR TO INSTALLATION. 7.3 CLEANOUTS: CLEANOUTS SHALL BE PLACED AS SHOWN ON PLANS, OR MIN. 50' O.C., AT BASE OF STACKS, AT MAJOR CHANGES IN DIRECTION AND AT THE END OF ALL LINES THAT HAVE 2 OR MORE OPENINGS GOING INTO THAT LINE, OR AS REQUIRED BY CODE. CLEANOUTS SHALL BE JOSAM SERIES FLOOR CLEANOUT 58360-Z- 16-N OR WALL CLEANOUT 58790, NIKELOY HEAD. IF PVC IS USED INCLUDE PVC NO HUB ADAPTOR. 7.4 FIXTURE CONNECTION SCHEDULE: ALL PIPING SHALL BE STUBBED OUT TO THE EXACT LOCATION OF THE FIXTURES. ALL STUBS SHALL BE SET SYMMETRICAL WITH THE FIXTURE. HOT AND COLD WATER SUPPLIED FOR CENTER SET FAUCETS ON LAVATORIES SHALL BE SET ON 8 INCH CENTERS UNLESS OTHERWISE SPECIFIED OR DIRECTED. 7.5 PIPE AND FITTINGS - MATERIALS: 7.5.1 HOT AND COLD WATER PIPING: TYPE "L" COPPER TUBING WITH WROUGHT COPPER SOLDER FITTINGS. SOLDER WITH SILVALOY, STREAMLINE 122, PHOS-COPPER OR APPROVED EQUAL 95-5 SOLDER. 7.5.2 GAS PIPING: SHALL BE SCHEDULE 40-A-120 BLACK STEEL PIPE WITH BLACK BANDED MALLEABLE IRON FITTINGS, PIPE SHALL BE WELDED. 7.5.3 STEAM PIPING: SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH THREADED CONNECTIONS. 7.5.4 ALL WASTES, SOIL AND VENTS SHALL BE COATED SERVICE WEIGHT CAST IRON SOIL PIPE USING COATED SERVICE WEIGHT CAST IRON FITTINGS WITH OAKUM AND LEAD CAULKED HUB AND SPIGOT JOINTS, UNLESS THE CODE APPROVES PVC. THEN PVC AS SPECIFIED IN 7.5.5, THIS SHEET SHALL BE ACCEPTABLE. ALL DRAIN LINES SHALL EXTEND 5'0" FROM THE BUILDING LINE WITH CAST IRON PIPE AND SIMILARLY UNDER ALL PAVED AREAS OF ANY KIND. APPROVED RUBBER JOINT HUB PIPE MAY BE USED. ALL WASTE ARMS IN WALLS SHALL BE COPPER- DWV GRADE. 7.5.5 VENT PIPING OPTION: ALL VENT PIPING ABOVE GRADE 19-5 MAY BE COPPER DWV, WITH COPPER DRAINAGE FITTINGS, SOLDER AS FOR HOT AND COLD WATER. 7.5.6 SOIL, WASTE, VENT, PVC PIPE: SCHEDULE 40 UNPLASTICIZED, ASTM D, 1785, TYPE 11, SOLVENT CEMENT JOINTS, SLIP-SLIP FITTINGS. SCHEDULE 40 UNLESS INDICATED OTHERWISE ON THE DRAWINGS, ALL ELBOWS TO BE LONG SWEEP. 7.5.7 ROOF FLASHINGS: ALL VENT AND ROOF DRAINS SHALL BE LEAD FLASHED BY ROOFING CONTRACTOR WITH LEAD FLASHING AS FURNISHED BY THE PLUMBING CONTRACTOR. FLASHING SHALL TURN DOWN 2" INTO VENT PIPES. '7.5.8 ISOLATING COUPLINGS: INSTALL TO FURNISH CATHODIC PROTECTION FOR GAS AND WATER MAIN RISERS INSIDE BUILDING. ISOLATE CONNNECTIONS OF COPPER AND STEEL PIPE WITH CATHODIC ISOLATING UNIONS. ISOLATING UNIONS TO BE BY EPCO, W & K DIELECTRIC, F.H. MALONEY ARMORED INSULATING UNIONS. 8. VALVES, STOPS, SPECIALTIES 8.1 VALVES AND ANIONS: 8.1.1 MATERIALS: VALVES 2 INCH AND SMALLER SHALL BE BRONZE, SCREWED ENDS. VALVES 2-1/2 INCH AND LARGER SHALL BE IRON BODY BRONZE MOUNTED 125 LB. ASA FLANGED, FACED AND DRILLED. BRONZE CASTINGS SHALL BE MATERIAL MEETING ASTM A-126 SPECIFICATION. FURNISH UNION ADJACENT TO ALL SCREWED CENTRAL VALVES AND AT ALL CONNECTIONS TO EQUIPMENT. 8.1.2 HOT AND COLD WATER AND OTHER FLUIDS OPERATING BELOW 200 PSIG: VALVES TO BE RATED 125 LB. STEAM, 200 LB. COLD WATER, OIL OR GAS. CRANE 438 THROUGH 2 INCH, AND CRANE 461 2-1/2 INCH AND LARGER. USE SIMILAR SERVICE FOR GLOBES AND CHECKS. 8.1.3 CHECK VALVES (1) 1/2 INCH AND SMALLER, CRANE 34, SWING (2) 3 INCH AND LARGER, CRANE 373, SWING (3) SWING CHECK VALVES TO BE USED ONLY ON NON- . PULSATING SERVICE LINES, WHERE COMPRESSION OR PULSATION AFFECTS LINE FLOW, LIFT CHECKS OR PISTON TYPE CHECKS SHALL BE USED. 8.2 HOSE BIBBS AND STOPS: 8.2.1 STOPS EASTMAN TYPE SM 12 OR APPROVED EQUAL 19-6 8.2.2 HOSE BIBBS: CHICAGO ~~387 BRASS 3/4" R.C.P. W/WATTS NO. 8A VACUUM BREAKER. 8.2.3 WALL HYDRANT: JOSAM 7100-4 WITH HOSE BIB AND VACUUM BREAKER. 8.3 MISCELLANEOUS: 8.3.1 FAUCET (JANITOR ROOM) KOHLER, "KINLOCK K-8895", EXPOSED SINK FAUCET WITH TOP BRACE, 10" RIGID SPOUT WITH BUCKET HOOK AND INTEGRAL STOPS: AT 36" ABOVE FLOOR. 8.3.2 COMBINATION TEMPERATURE AND PRESSURE RELIEFS: STORAGE TANKS MCDONNELL 203 NF-125 20-100 GAL. HEATERS MCDONNELL 203 NF-125 FOR ALL 180F. SERVICE MCDONNELL 202 NF-125 8.3.3 VACUUM BREAKERS: SHALL BE INSTALLED ON ALL FIXTURES WHERE REQUIRED. 8.3.4 UNIONS: MALLEABLE IRON GROUND JOINT EQUIVALENT AND SIMILAR TO CRANE 519, UP TO AND INCLUDING 2 INCH OVER 2 INCH TO BE CAST IRON FLANGED WITH A GARLOCK 7022 GASKET. 8.3.5 REDUCING AND REGULATIONS; WATER, AIR, GAS; WATTS OR APPROVED EQUAL, MODEL AS INDICATED ON THE DRAWINGS. 8.3.6 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 MC KINLEY IRON WORKS, FORT WORTH, TEXAS; TYPE MB14, FOR 8000~~ LOADING. 8.3.7 PIPE INSULATION: (1) CHILLED WATER IN BAKERY SHALL BE INSULATED WITH 1/2 INCH THICK ARMAFLEX. INSULATION SHALL NOT BE LONGITUDINALLY SPLIT. (2) HOT WATER AND STEAM LINES SHALL BE INSULATED WITH 1 INCH THICK FIBERGLASS PIPE INSULATION. INSULATION SHALL BE FIBERGLASS ~~25 ASJ/SSL OR PRIOR APPROVED EQUAL. 8.3.8 ALL STAINLESS STEEL UTILITY SINKS SHALL HAVE FIELD FABRICATED DWV COPPER TRAPS WITH AN INTEGGAL CLEAN OUT AT BOTTOM OF TRAPS. 19-7 8.4 PIPE HANGERS AND SUPPORTS: 8.4.1 PIPING SHALL BE FIRMLY HELD-IN PLACE BY ADJUSTABLE SPLIT RING MALLEABLE IRON HANGERS, SUPPORTS AND PIPE RESTS, LOCATED ADJACENT FITTINGS AT EACH OFFSET OF CHANGE OF DIRECTIONS, AT THE ENDS OF BRANCHES OVER 5 FEET LONG, AT RISER PIPES AND ALONG PIPING WHERE NECESSARY TO PREVENT SAGS, BENDS, OR VIBRATION. 8.4.2 PIPE STRAPS SHALL BE HEAVY GAUGE GALVANIZED IRON FACTORY FABRICATED TO FIT AGAINST SUPPORTING SURFACE WHEN INSTALLED. MAKESHIFT DEVICES WILL NOT BE ACCEPTABLE. NO PLUMBING TAPE IS ALLOWED. 8.4.3 IN DETERMING THE SPACING BETWEEN SUPPORTS, THE POINT WHERE PIPING PASSES THROUGH BEAMS MAY BE CONSIDERED A SUPPORT IF THE OPENING AROUND PIPE IS PACKED WITH LEAD WOOL. 8.4.4 THE MAXIMUM SPACING BETWEEN HANGERS OR SUPPORTS MEASURED ALONG THE PIPING SHALL BE AS LISTED BELOW: STEEL COPPER PVC 3/4" AND 1/2" 5 FT. 6 FT. 4.0 FT. 1" AND 1-1/4" 7 FT. 8 FT. 4.0 FT. 1-1/2", 2" & 2-I/2" 9 FT. 10 FT. 4.5 FT. 3" 12 FT. 12 FT. 5.5 FT. 4" 14 FT. 12 FT. 5.8 FT. 6" 17 FT. 14 FT. 6.33 FT. 9. FIXTURE INSTALLATION 9.1 CAULKING: ALL PLUMBING FIXTURES SHALL BE BEDDED AND CAULKED ALONG JOINT AT WALLS, AND OTHER INTERSECTING SURFACES WITH BUTYL CAULKING COMPOUND, COUNTER TOPS AND BRASS SHALL BE CAULKED WITH "PLUMBERS PUTTY". 9.2 BACKING SHALL BE OF 2 X 6 P.T. MATERIAL FLUSH WITH STUD FACE AND EXTENDING TO NEXT STUD BEYOND FIXTURE ON EACH SIDE. SECURE AS REQUIRED. 10. PIPE AND FITTINGS - WORKMANSHIP 10.1 INSTALL HORIZONTAL SANITARY AND DRAIN PIPING, TO A UNIFORM GRADE OF NOT LESS THAN 1/8" PER FOOT, UNLESS OTHERWISE NOTED. SEE PLANS. 10.2 OPENINGS IN PIPES, DRAINS, FITTING, APPARATUS AND EQUIPMENT SHALL BE KEPT COVERED OR PLUGGED TO PREVENT ACCUMULATING OBSTRUCTIONS IN THE PIPING. 19-8 10.3 RUN PIPING FREE OF TRAPS, SAGS, BENDS. GRADE AND VALVE FOR COMPLETE DRAINAGE AND CONTROL OF THE SYSTEM. 10.4 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. 10.5 ALL ROUGH-IN SHALL BE SET EXACTLY TO MEASUREMENTS FURNISHED BY MANUFACTURER. BATTERIES OF FIXTURES SHALL HAVE ROUGH OUTLETS SET IN STRAIGHT LINES AT EQUAL SPACING. 10.6 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 OR CLAY PIPE WILL LAY STRAIGHT WITHOUT PINCHED JOINTS. 10.7 STREET ELBOWS, BUSHINGS AND LONG SCREW FITTINGS WILL NOT BE ALLOWED. 10.8 CLEANLY CUT PIPE AND TUBING AND REMOVE 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. 10.9 CUT PIPE THREADS TO FULL DEPTH OF DIE AND SCREW UP TIGHT TO FULLY ENGAGE THREAD IN FITTING. THREADS TO COMPLY WITH ASA NOB 2.1, AND BE CUT WITH CLEAN SHARP DIES. 10.10 PROVIDE .SHUT-OFF VALVES IN ACCESS PANELS TO ALLOW SHUT DOWN OF AREA OF FIXTURES WHERE INDICATED ON PLANS. 10.11 ALL EXPOSED PIPING ON FIXTURES SHALL BE BRASS, CHROMIUMPLATED, UNLESS OTHERWISE NOTED. 10.12 WATER PIPING SHALL NOT BE EMBEDDED IN CONCRETE NOR CONCEALED WITHIN THE FLOOR SLAB WITHIN THE BUILDING. ISOLATE COPPER PIPING FROM CONCRETE WITH TAR PAPER OR FELT. 10.13 INSTALL JOSAM ABSORBOTRON, OR APPROVED EQUAL, SHOCK ABSORBERS AS INDICATED ON THE DRAWINGS WITH ISOLATING GATE VALVES. 10.14 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". 19-9 10.15 PROVIDE DIRT POCKETS ON LOW POINT OF VERTICAL GAS PIPING. INSTALL FULL PIPE SIZE DRIP POCKETS AT LOW POINT IN CHANGE OF GRADE. 11. 12. 10.16 ALL REFRIGERATION P.V.C. PIPING TO BE INSTALLED IN REFRIGERATION PITS. PLUMBER TO CUT NEAT HOLES IN WALL OF PIT TO FIT P.V.C. PIPE. HOLE TO BE SEALED WITH AEROSOL URETHANE FOAM. 10.17 ALL REFRIGERATION P.V.C. SHALL SLOPE BACK TO THE MAIN REFRIGERATION PIT. SEE PLANS. PIPE, JOINTS, AND CONNECTION-WORKMANSHIP 11.1 CAST IRON SOIL: PACK TIGHT WITH FIRST QUALITY OAKUM TO WITHIN 1 INCH OF END HUB. FILL REMAINING SPACE WITH ONE POURING OF MOLTEN LEAD AND CAULK TIGHT. ALTERNATE- MAKE-UP WITH NEOPRENE GASKETS. 11.2 SCREWED PIPING: MAKE UP WITH TYTE-UNYTE 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 ASPHALTUM PAINT. 11.3 COPPER TUBING: SOLDER WITH 95-5 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. 11.4 COPPER, BRASS PIPE AND CHROMED, POLISHED OR PAINTED CONNECTIONS FROM FIXTURES SHALL SHOW NO TOOL MARKS. 11.5 PVC JOINTS: CLEAN SOCKET AND PIPE ENDS WITH APPROVED CLEANER. LIBERALLY APPLY SOLVENT CEMENT TO BOTH SOCKET AND PIPE ENDS. MAKE UP JOINT FIRMLY. 11.6 GAS PIPING: SCH. 40 WELDED EXCEPT AT EQUIPMENT CONNECTIONS. WORKMANSHIP 12.1 WORKMANSHIP THROUGHOUT SHALL CORRESPOND TO THE STANDARDS OF BEST PRACTICE, AND ALL LABOR EMPLOYED MUST BE COMPETENT TO DO THE WORK REQUIRED. TOOL MARKS WILL NOT BE PERMITTED ON POLISHED SURFACES. THE INSIDE OF ALL PIPES SHALL BE CLEAN, REAMED SMOOTH WITH NO BURRS, FINS OR OTHER OBSTRUCTIONS. ALL DRAINS INCLUDING TRAP UNDER UTILITY SINKS SHALL 8E COPPER WITH SOLDERED JOINTS. NO PIPE SHALL BE RUN EXPOSED, UNLESS APPROVED BY PUBLIX REPRESENTATIVE. 12.2 A GRADE OF 1/8 INCH PER FOOT FOR DRAIN LINES SHALL BE 19-l0 MAINTAINED UNLESS OTHERWISE NOTED. CLEANOUTS SHALL BE PLACED AS SHOWN ON PLANS, ON MIN. 50' O.C., AT BASE OF STACKS, AT MA10R CHANGES IN DIRECTIONS, AND AT THE END OF ALL LINES THAT HAVE 2 OR MORE OPENINGS GOING INTO THAT LINE, OR AS REQUIRED BY CODE. CLEANOUTS SHALL BE JOSAM SERIES 58360-16 OR ~~58790. NIKALOY HEAD. ALL WASTE AND VENT AND WATER LINES SHALL BE CONCEALED, AND ALL WATER LINES SHALL BE OVERHEAD. 12.3 SLOPES TO DRAINS 12.3.1 ALL FLOOR DRAINS TO BE SET 1" BELOW FINISHED FLOOR WHERE A WALL OR COOLER IS NOT CLOSER THAN 5'-0" RADIUS. 12.3.2 WHERE WALL OR COOLER IS CLOSER THAN 5'-0", FLOOR DRAIN SHALL BE SET 3/8" BELOW FINISHED FLOOR. 12.4 IF LOCAL CODES AND ORDINANCES REQUIRED THE USE OF FIRE TREATED LUMBER, THE PLUMBING CONTRACTOR SHALL SLEEVE ALL COPPER LINES WITH A FLEXIBLE PLASTIC PIPING THAT PENETRATES THROUGH THIS FIRE TREATED LUMBER. 12.5 PROTECTION OF WORK: THE CONTRACTOR SHALL PROTECT ALL OF THIS WORK FROM INJURY OF DEFACEMENTS AND PARTICULAR CARE SHALL BE TAKEN WITH ALL FINISHED PARTS. TO THIS END THE CONTRACTOR SHALL PROVIDE PROTECTION BY BOARDS, PAPER, CLOTH AND ETC., AS EACH SITUATION MAY REQUIRE AND SHALL REPLACE OR REPAIR AT HIS OWN EXPENSE ALL EQUIPMENT DAMAGED OWING TO FAILURE IN THIS PARTICULAR. 13. PIPE IN CONCRETE BEAMS, FLOORS AND WALLS 13.1 JOISTS, GIRDERS, BEAM5, COLUMNS OR REINFORCING STEEL SHALL NOT BE CUT. 13.2 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 13.3 SLEEVES FOR ANY COPPER OR BRASS PIPING SHALL BE MADE OF THE SAME MATERIALS AS THE PIPING OR PVC. 13.4 ANNULAR SPACE BETWEEN PIPING AND SLEEVE SHALL BE CAULKED WITH OAKUM. 14. PIPE INSULATION -WORKMANSHIP 14.1 ARMAFLEX SHALL BE SEALED AT ALL 30INTS AND SEAMS WITH ARMSTRONG 520 ADHESIVE I ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE SUPPORTS SHALL BE ON THE OUTSIDE OF THE INSULATION WITH 6" MINIMUM LENGTH 19-11 SADDLES OF GALVANIZED SHEET METAL. 14.2 FIBERGLAS SEAMS SHALL BE SEALED WITH THE FACTORY FURNISHED SELF SEALING LAP AND BUTT JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION, ESPECIALLY PERTAINING TO THE NYLON SEALING TOOL AND CLEANLINESS. 15. DAMAGE BY LEAKS 15.1 THIS SECTION SHALL BE RESPONSIBLE FOR DAMAGES TO THE GROUNDS, WALKS, ROADS, BUILDINGS, PIPING SYSTEMS, ELECTRIC SYSTEMS AND THEIR EQUIPMENT AND CONTENTS, CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED HEREIN. HE SHALL REPAIR AT HIS EXPENSE ALL DAMAGE SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY THE ARCHITECT. 16. EXPLANATION AND PRECEDENCE OF DRAWINGS 16.1 FOR PURPOSES OF CLEARNESS AND LEGIBILITY, 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. 16.2 THE DRAWINGS INDICATED 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 WITHOUT ADDED COST TO THE OWNER. 16.3 SHOP DRAWINGS SHALL BE FURNISHED BY THIS SECTION AS REQUIRED TO MEET SPACE REQUIREMENTS AND CODE. 16.4 ALL APPARATUS SHALL BE LOCATED SYMMETRICAL WITH ARCHITECTURAL ELEMENTS, BE INSTALLED AT EXACT HEIGHT AND LOCATIONS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 16.5 ALTHOUGH THE LOCATIONS OF THE EQUIPMENT AND PIPING 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. 16.6 THE CONTACTOR SHALL CAREFULLY EXAMINE ANY EXISTING CONDITIONS, EXISTING PIPING AND PREMISES AND COMPARE THE DRAWING WITH THE EXISTING CONDITIONS. 16.7 SUBMITTAL OF BID SHALL INDICATE THE CONTRACTOR HAS EXAMINED THE SITE AND DRAWINGS AND HAS INCLUDED ALL REQUIRED ALLOWANCES IN HIS BID. NO ALLOWANCES SHALL BE MADE FOR ANY ERROR RESULTING FROM CONTRACTOR'S FAILURE 19-12 TO VISIT JOB SITES AND TO REVIEW DRAWINGS, AND BID SHALL INCLUDE COSTS FOR ALL REQUIRED DRAWINGS AND CHANGES AS OUTLINED ABOVE, ALL AT NO ADDITIONAL COST TO THE OWNER. 17. TESTS AND ADJUSTMENTS 17.1 NO PIPING WORK, FIXTURES, OR EQUIPMENT SHALL BE CONCEALED UNTIL THEY HAVE BEEN INSPECTED AND APPROVED BY THE INSPECTOR, WHO SHALL BE NOTIFIED WHEN THE WORK IS READY FOR INSPECTION. ALL WORK SHALL BE COMPLETELY INSTALLED, TESTED, AS REQUIRED BY THIS SECTION AND THE CITY AND COUNTY ORDINANCES, AND SHALL BE LEAKTIGHT BEFORE INSPECTION I5 REQUESTED. ALL TESTS SHALL BE REPEATED TO THE SATISFACTION OF THOSE MAKING THE INSPECTION. 17.2 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 TEST PLUG. PIPING MAY BE TESTED IN SECTIONS PROVIDING THAT ALL PORTIONS TO BE CONCEALED SHALL BE SUBJECTED TO NOT LESS THAN A 10 FT. HEAD. STANDPIPING INSTALLED FOR HEAD TEST SHALL BE 2 IN. MINIMUM DIAMETER. 17.3 SEWER PIPING SHALL BE FILLED WITH WATER TO IT'S HIGHEST POINT. 17.4 WATER PIPING SHALL BE FLUSHED OUT, TESTED AT 100 PSI AND SHALL BE LEFT UNDER PRESSURE OF SUPPLY MAIN FOR THE BALANCE OF THE CONSTRUCTION PERIOD. 17.5 PLUMBING FIXTURES SHALL BE FILLED WITH WATER AND CHECKED FOR LEAKS OR RETARDED FLOW. 17.6 ALL FLUSH VALVES, LOOSE KEY STOPS, VALVES AND SIMILAR EQUIPMENT SHALL BE ADJUSTED AND BALANCED TO PROVIDE FOR THE PROPER OPERATION OF THE VARIOUS SYSTEMS. 17.7 EACH PIECE OF PLUMBING EQUIPMENT AND THE ENTIRE PLUMBING SYSTEM SHALL BE ADJUSTED AND READJUSTED AS REQUIRED TO INSURE PROPER FUNCTIONING AND SHALL BE LEFT IN FIRST CLASS OPERATING CONDITION. 17.8 GAS PIPING, SHALL BE TESTED AT 15 PSI AIR PRESSURE FOR ONE HOUR. 18. DRAWINGS OF RECORD 18.1 TWO (2) COMPLETE SETS OF BLUE LINE MECHANICAL DRAWINGS WILL BE PROVIDED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF THE WORK AS ACTUALLY INSTALLED. 18.2 AT COMPLETION OF THE WORK, THESE AS-BUILT DRAWINGS SHALL 19-13 BE SIGNED BY THE CONTRACTOR, DATED AND RETURNED TO PUBLIX. 18.3 AS-BUILT DRAWINGS SHALL BE KEPT ON THE JOB WITH A DAILY ACCOUNTING OF WORK DONE. WORK SHALL BE INDICATED ON THESE DRAWINGS SHOWING LOCATION OF ALL PIPING WHETHER INSTALLED PER DRAWINGS OR RELOCATED. FURTHER INSPECTIONS SHALL NOT BE MADE IF THESE DRAWINGS ARE NOT UP TO DATE. 19. GUARANTEE 19.1 ALL WORK UNDER THIS SECTION SHALL BE GUARANTEED IN WRITING TO BE FREE OF DEFECTIVE WORK, MATERIALS, OR PARTS FOR A PERIOD OF ONE (I) YEAR AFTER ACCEPTANCE OF THE CONTRACT. 19.2 REPAIR, REVISION, OR REPLACEMENT OF ANY AND ALL LEAKS, DEFECTS, FAILURE OR INOPERATIVENESS SHALL BE DONE BY THIS SECTION AT NO COST TO THE OWNER. I9.3 THIS SECTION SHALL SUBMIT A LETTER INCLUDING PARAGRAPHS 19.1 AND l9.2 ABOVE AND WITH BLANKS FOR DATE OF ACCEPTANCE AND DATE OF EXPIRATION OF GUARANTEE, AS PART OF THE FINAL INSPECTION PACKET. 19-14 DIVISION 20 ELECTRICAL SPECIFICATIONS 1. SUPPLEMENTAL GENERAL CONDITIONS 1.1 THE ELECTRICAL CONTRACTOR'S ATTENTION IS DIRECTED TO DIVISIONS 1 AND 2, FOR ADDITIONAL CONDITIONS THAT ARE A PART OF THESE SPECIFICATIONS. ALSO THE SUPPLEMENTARY GENERAL CONDITIONS OF MECHANICAL AND ELECTRICAL WORK (DIVISION 18). 1.2 THE ELECTRICAL CONTRACTORS BIDDING THIS JOB SHALL, IF ASKED, SHOW EVIDENCE OF HAVING RECENTLY COMPLETED A SIMILAR JOB OF LIKE SIZE AND COMPLEXITY. IF THE LOW BID CONTRACTOR DOES NOT HAVE SUFFICIENT FINANCIAL RESOURCES, SKILLED LABOR, TECHNICAL COMPETENCE OF EXPERIENCE, HE SHALL NOT BE AWARDED THE WORK. 1.3 THE DEPOSITING OF A BID BY AN ELECTRICAL CONTRACTOR IS CONSTRUED TO MEAN THAT A COMPLETE AND SATISFACTORY INSTALLATION WILL BE OBTAINED FOR THE STATED LUMP SUM PRICE. IT IS FURTHER CONSTRUED THAT THE ELECTRICAL CONTRACTOR HAS VISITED THE JOB SITE AND ASCERTAINED THE JOB CONDITIONS AND ACCEPTS THEM. 1.4 THE ELECTRICAL CONTRACTOR, IN ASSEMBLING HIS BID, SHALL ASSEMBLE A PRICE BASED ON THESE SPECIFICATIONS AND DRAWINGS AS SHOWN AND WITH ALL MATERIALS AND EQUIPMENT EXACTLY AS SPECIFIED. THIS FIGURE SHALL BE KNOWN AS THE "BASE BID". ALL QUOTES MUST HAVE A BASE BID CLEARLY STATED TO BE CONSIDERED. ALTERNATE EQUIPMENT MAY BE QUOTED AS AN "ADD OR DEDUCT" FROM THE BASE BID. 1.5 THE ELECTRICAL CONTRACTOR SHALL, WITHIN TEN (10) DAYS OF BEING AWARDED THE CONTRACT, FURNISH THE ARCHITECT WITH SIX (6) COPIES OF THE SHOP DRAWINGS OF ALL EQUIPMENT HE PROPOSES TO INCORPORATE INTO THE JOB. IF THE EQUIPMENT HE PROPOSES IS AS SPECIFIED, THE SUBMITTALS ARE MERELY A FORMALITY AND HE MAY PLACE A FINAL ORDER WITH HIS RESPECTIVE SUPPLIERS. IF ALTERNATE EQUIPMENT IS SUBMITTED FOR APPROVAL, THEN NO ORDER SHALL BE PLACED UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED IN HAND. 1.6 THE ELECTRICAL CONTRACTOR SHALL PROVIDE TO PUBLIX PRIOR TO FINAL PAYMENT THE FOLLOWING CLOSE OUT DOCUMENTS. 1.6.1 TWO COMPLETE SETS OF REPRODUCIBLE "AS-BUILT DRAWINGS". 1.6.2 A COMPLETE SET OF MANUFACTURER'S WARRANTIES AND WARRANTY CERTIFICATES. 20-1 1.6.3 A LETTER GUARANTEEING, FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF FINAL INSPECTION, THE ENTIRE INSTALLATION AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS. 1.6.4 A COPY OF THE FINAL APPROVAL FROM THE LOCAL BUILDING DEPARTMENT. 1.7 THE ELECTRICAL CONTRACTOR SHALL TEST THE ENTIRE SYSTEM AND THE SOLID NEUTRAL WIRE SHALL BE TESTED FOR THOROUGH GROUNDING AND ALL HOT WIRING SHALL BE TESTED FOR SHORTS AND GROUNDING. 1.8 THE ELECTRICAL CONTRACTOR SHALL MAKE APPLICATION FOR, OBTAIN AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED BY THE GOVERNING BODY IN CONNECTION WITH THE ELECTRICAL WORK AND SHALL PAY ALL FEES AND CHARGES IN CONNECTION WITH THE NEW ELECTRICAL SERVICE. 1.9 THE PLANS AND SPECIFICATIONS CONSTITUTE THE MINIMUM STANDARD OF CONSTRUCTION, AND THE OWNER'S MINIMUM REQUIREMENTS, BUT THE WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL ORDINANCES, FLORIDA STATUTES, AND THE NATIONAL ELECTRICAL CODE AND LOCAL POWER COMPANY, THOUGH REQUIREMENTS ARE HIGHER. ANY POINTS IN QUESTION SHALL BE REFERRED TO THE ARCHITECT FOR APPROVAL. 2. SCOPE OF WORK 2.1 INSTALL A COMPLETE TEMPORARY SERVICE (SEE DIVISION 1, PARAGRAPH 10). 2.2 FURNISH AND INSTALL A NEW 3000 AMP MAIN SWITCH AND SWITCHBOARD AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.3 FURNISH AND INSTALL ALL SECONDARY SERVICE BETWEEN THE POWER COMPANY TRANSFORMER THRU THE CT'S TO THE MAIN SWITCH AS INDICATED ON THE DRAWINGS. 2.4 FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS BETWEEN THE LOAD SIDE OF THE MAIN BREAKERS TO THE BREAKER PANELS. 2.5 FURNISH AND INSTALL ALL PANELBOARDS, TIME CLOCKS AND CONTACTORS AT THE LOCATIONS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.6 FURNISH AND INSTALL ALL SECONDARY CIRCUITS BETWEEN THE PANELBOARDS AND THE FINAL TERMINAL AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.7 RECEIVE, STORE, INSTALL AND MAKE FINAL ELECTRICAL CONNECTIONS TO ALL LIGHTING FIXTURES AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 20-2 2.8 FURNISH AND INSTALL CONDUIT AND BOXES ONLY FOR THE PUBLIC ADDRESS SYSTEM, CLOCK AND TELEPHONE OUTLETS. 2.9 MAKE ELECTRICAL CONNECTIONS TO THE ELECTRIC DOOR OPERATORS AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.10 MAKE ALL ELECTRICAL CONNECTIONS TO EQUIPMENT SUPPLIED BY PUBLIX. 2.11 MAKE ALL ELECTRICAL CONNECTIONS TO REFRIGERATED DISPLAY CASES AND WALK-IN BOXES AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.12 MAKE ALL ELECTRICAL CONNECTIONS BETWEEN THE MAIN SWITCHBOARD AND THE REFRIGERATION COMPRESSORS AND CONDENSING EQUIPMENT AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.13 FURNISH AND INSTALL ALL MOTOR STARTERS, DISCONNECT DEVICES, CONDUIT AND CONDUCTORS FOR CONTROL AND POWER WIRING. 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 PLANS AND SPECIFIED HEREIN. 2.14 MAKE ALL ELECTRICAL CONNECTIONS BETWEEN THE MACHINE ROOMS MOUNTED REFRIGERATION EQUIPMENT AND THE REFRIGERATED DISPLAY CASES AND WALK-IN FREEZERS AND COOLERS THRU "TBA", "TBB", AND "TBC" AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.15 FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS TO TOTALLY ELECTRICALLY CONNECT ALL CONTROLS AS SPECIFIED HEREIN. 2.16 FURNISH AND INSTALL ALL ELECTRICAL WORK REQUIRED FOR THE DRY CHEMICAL FIRE EXTINGUISHER SYSTEM IN THE GREASE EXHAUST HOOD, IN COMPLIANCE WITH NFPA BULLETINS ~~17, ~~96 AND WITH LOCAL CODES. 2.17 FURNISH AND INSTALL ALL ELECTRICAL WIRING DEVICES AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.18 FURNISH AND INSTALL ALL CONDUIT, CONDUCTORS, DISCONNECT DEVICES AND FLEXIBLE METAL CONDUIT TO COMPLETELY WIRE ALL SUPPLY AND EXHAUST FANS AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. 2.19 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. 20-3 2,8 FURNISH AND INSTALL CONDUIT AND BOXES ONLY FOR THE PUBLIC ADDRESS SYSTEM, CLOCK AND TELEPHONE OUTLETS. 2.9 MAKE ELECTRICAL CONNECTIONS TO THE ELECTRIC DOOR OPERATORS AS SHOWN ON THE PLANS AND SPECIFIED HER 10 MAKE ALL ELECTRICAL CONNECTIONS TO EQUIPMENTS ED BY PUBLIX. 2.11 AKE ALL ELECTRICAL CONNECTIONS TO REFRIGE DISPLAY SES AND WALK-IN BOXES AS SHOWN ON THE PL AND S CIFIED HEREIN. 2.12 MAK LL ELECTRICAL CONNECTIONS BETW ~f THE MAIN SWITC OARD AND THE REFRIGERATION C RESSORS AND CONDE NG EQUIPMENT AS SHOWN ON T LANS AND SPECIFIED HEREIN. 2.13 FURNISH AN NSTALL ALL MOTORS TERS, DISCONNECT DEVICES, CON IT AND CONDUCT OR CONTROL AND POWER WIRING. MAKE L ELECTRICAL NECTIONS BETWEEN THE MAIN SWITCHBOA AND THE A ONDITIONING COMPRESSORS, AIR HANDLING UNI PACKAG ITS AND STRIP HEATERS AS SHOWN ON THE PLA ND S FIED HEREIN. 2.14 MAKE ALL ELECTRICAL ECTIONS BETWEEN THE MACHINE ROOMS MOUNTED REFRI ATION EQUIPMENT AND THE REFRIGERATED DISPLA ES AND WALK-IN FREEZERS AND COOLERS THRU "TBA", B' , ND "TBC" AS SHOWN ON THE PLANS AND SPECIFIED HERE ' 2.15 FURNISH AND INST ALL CON IT AND CONDUCTORS TO TOTALLY ELECT LLY CONNE ALL CONTROLS AS SPECIFIED HEREIN. 2.16 FURNISH AN STALL ALL ELECTRIC WORK REQUIRED FOR THE DRY C ICAL FIRE EXTINGUISHE SYSTEM IN THE GREASE EXHAUST D, IN COMPLIANCE WITH A BULLETINS ~~17, 496 AND WIT CAL CODES. 2.17 FURN AND INSTALL ALL ELECTRICAL WI G DEVICES AS 5H0 ON THE PLANS AND SPECIFIED HEREI 2.18 F ISH AND INSTALL ALL CONDUIT, CONDUC RS, DISCONNECT ICES, MOTOR STARTERS AND FLEXIBLE MET CONDUIT TO MPLETELY WIRE ALL SUPPLY AND EXHAUST F SAS SHOWN ON HE PLANS AND SPECIFIED HEREIN. THE ELECTRICAL CONTRACTOR IS FULLY RESPONSIB AND LIABLE FOR DAMAGED AND LOST MATERIALS FURNIS BY PUBLIX. IT SHALL BE REQUIRED THAT HE SIGN FOR TH MATERIALS SUPPLIED BY PUBLIX. 20-3 2.20 PANELS FOR A/C AND REFRIGERATION MECHANICAL SYSTEMS AS FURNISHED PREWIRED INTERNALLY, BY OTHERS, SHALL BE MOUNTED AND CONNECTED BY THIS ELECTRICAL CONTRACTOR. REFER TO PLANS AND SPECIFICATIONS FOR AIR CONDITIONING. 2.21 FURNISH AND INSTALL ALL ELECTRICAL SERVICE AND CONTROLS FOR FANS INSTALLED BY OTHERS. 2.22 THE ELECTRICAL CONTRACTOR SHALL 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 PLANS AND SPECIFIED HEREIN. 2.23 INSTALL EMERGENCY GENERATOR AND TRANSFER SWITCH COMPLETE, AS FURNISHED BY PUBLIX. 2.24 INSTALL CONDUIT FOR BURGLAR ALARM SYSTEM, AS FURNISHED BY PUBLIX PER NOTE ON ELECTRICAL DRAWINGS. 2.25 RELATED WORK BY OTHER CONTRACTORS: 2.25.1 SETTING AND ROOFING IN OF ALL CURBS AND PITCH POCKETS BY ROOFING CONTRACTOR. 2.25.2 SETTING OF WATER HEATERS, OVENS, KITCHEN EQUIPMENT, GONDOLAS, CASH REGISTERS, AIR CONDITIONERS, EXHAUST FANS, REFRIGERATED CASES, MEAT ROOM EQUIPMENT, FACADE SIGNS AND OTHER MISCELLANEOUS EQUIPMENT BY OTHERS. FINAL ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR. 2.25.3 KITCHEN HOOD FIRE PROTECTION SYSTEM BY OTHERS. 2.26 INSTALL AND CONNECT AIR CONDITIONING CONTROL PANEL, HONEYWELL ENERGY MANAGEMENT PANEL, AND TRANSDUCER PANEL SUPPLIED BY PUBLIX. 2.27 INSTALL CONDUIT, CONDUCTORS AND MAKE CONNECTIONS TO "PUBLIX" SIGN SUPPLIED AND INSTALLED BY OTHERS. 3. MATERIALS MATERIALS HEREIN ARE GENERALLY MATERIALS TO BE USED UNDER THE ELECTRICAL SECTION OF THIS PROJECT. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY IDENTIFIED AS BEING USED, AND TO RECEIVE THE APPROVAL OF PUBLIX REPRESENTATIVE AND SHALL BE FREE FROM DEFECTS, AND CARRY "UL" LABEL WHERE APPLICABLE. 20-4 4. LIGHTING PANELBOARDS 4.1 THE PANELBOARDS SHALL BE DEAD-FRONT, TOTALLY ENCLOSED, WITH LOCKING DOORS, TYPE NQOB, 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 PANELBOARD SHALL BE 3 PHASE, 4 WIRE, SOLID NEUTRAL, GROUND BUSS, 120/208 VOLTS, WITH NUMBER OF POLES AS NOTED ON THE DRAWINGS. 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. 4.2 ALL PANELS SHALL BE FACTORY ASSEMBLED. 4.3 GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE PROVIDED ON EACH CIRCUIT AS REQUIRED BY THE 19$1 EDITION OF N.E.C. OR WHERE SPECIFIED ON THE DRA`JVINGS. 4.4 PANELBOARDS SHALL BE AS MANUFACTURED BY G.E., SQUARE 'D', FEDERAL PACIFIC, WESTINGHOUSE, SYLVANIA OR LT.E. COULD, ALL SIZED AS NOTED ON THE DRAWINGS AND/OR REQUIRED. 5. SERVICE AND SWITCHBOARD 5.1 SERVICE CONDUCTORS SHALL BE AS INDICATED ON THE PLANS WITH THE PRIOR APPROVAL OF PUBLIX REPRESENTATIVE. 5.2 SY5TEM SHALL BE GROUNDED IN CONFORMANCE WITH 1981 N.E.C. 5.3 ALL SWITCHGEAR AND PANELS SHALL BE BY G.E., SQUARE'D', FEDERAL PACIFIC, WESTINGHOUSE, I.T.E. COULD, OR SYLVANIA ALL SIZED AS NOTED ON THE DRAWINGS AND/OR REQUIRED. 5.4 MAIN SWITCHBOARD 5.4.1 GENERAL: FURNISH AND INSTALL THE SERVICE ENTRANCE DISTRIBUTION SWITCHBOARD AS HEREIN SPECIFIED AND SHOWN ON THE ASSOCIATED ELECTRICAL DRAWINGS. (THE SWITCHBOARD SHALL MEET UNDERWRITERS' LABORATORIES ENCLOSURE REQUIREMENTS AND BE FURNISHED WITH AN UNDERWRITERS' LABORATORIES LABEL). THE ENTIRE SWITCHBOARD IS TO BE SQUARE D BUSSTACK CONSTRUCTION OR APPROVED EQUAL. 5.4.2 ENCLOSURE CONSTRUCTION: (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 20-5 AND BOLTED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. (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. THE WIREWAY FRONT COVERS ARE TO BE HINGED TO PERMIT ACCESS TO THE BRANCH SWITCH LOAD SIDE TERMINALS WITHOUT REMOVING THE COVERS. ALL CLOSURE PLATES SHALL BE SCREW REMOVABLE AND SMALL ENOUGH FOR EASY HANDLING BY ONE MAN. THE PAINT FINISH SHALL F1E GRAY ENAMEL OVER A RUST-INHIBITING PHOSPHATE PRIMER. 5.4.3 BUSSING: (1) THE SWITCHBOARD BUSSING SHALL BE PLATED AND OF SUFFICIENT CROSS-SECTIONAL AREA TO CONTINUOUSLY CONDUCT 3000 AMP OF CURRENT WITH A MAXIMUM AVERAGE TEMPERATURE RISE OF 50 DEGREES C ABOVE AN AMBIENT TEMPERATURE OF 25 DEGREES C. THE VERTICAL BUSSING SHALL 8E RATED AT NOT LESS THAN 1600 AMP. (2) THE BUSS SHALL BE ALUMINUM WITH 5096 NEUTRAL WITH AN INTEGRATED EQUIPMENT RATING OF 200,000 AMPS (SYM) I.A.C. AT 240 VOLTS. 5.4.4 WITHSTAND RATING: (1) THE SWITCHBOARD, AS A COMPLETF. 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 ARCHITECT, IF REQUESTED, WITH OR BEFORE THE SUBMITTAL OF APPROVAL DRAWINGS. (2) THE COMPLETE UNIT SHALL HAVE INTERRUPTING RATING OF NOT LESS THAN 200,000 AMPS RitdS SYMMETRICAL AT 240 VOLTS. 5.4.5 MAIN SWITCH: (ELECTRICAL OPERATED) 20-6 (1) THE MAIN SWITCH SHALL BE FUSIBLE AND OF THE BOLTED CONTACT TYPE, EQUIPPED WITH AN ELECTRIC TRIP DEVICE FOR REMOTE SHUNT TRIP OPERATION. (2) THE SWITCHES SHALL BE DEAD-FRONT TYPE WITH A FUSE-DOOR INTERLOCK AND PROVISIONS FOR PADLOCKING IN THE OPEN POSITION WITH AT LEAST THREE PADLOCKS. THE BOLTED CONTACTS ARE TO FIRMLY BOLT THE MOVABLE BLADES TO BOTH THE TOP AND BOTTOM STATIONARY CONTACTS. THE SWITCH SHALL HAVE AQUICK- MAKE, QUICK-BREAK MECHANISM. EASILY REPLACEABLE STATIONARY ARC TIPS AND ARCH CHAMBERS SHALL BE USED. THE SWITCH SHALL BE CAPABLE OF OPENING AND CLOSING INTO A FAULT OF TWELVE TIMES ITS CONTINUOUS CURRENT RATING IN ACCORDANCE WITH UL REQUIREMENTS TO INSURE SAFETY ON EMERGENCY OPERATION. (3) THE SWITCH SHALL BE AS MANUFACTURED BY PRINGLE OR SQUARE "D" BOLTED LOCK AND RATED AT 3000 AMPS - NO SUBSTITUTES. (4) THE MAIN SWITCH SHALL BE EQUIPPED WITH NEMA CLASS 'L' FUSES AND BE B[JSSMAN KTU TYPE. 5.4.6 BUS DUCT: (WHEN USED) (1) SERVICE ENTRANCE BUS DUCT SHALL BE 3000 AMPS, 3 PHASE, FULL NEUTRAL, SUITABLE FOR 120/208 VOLTS SERVICE, INSIDE-OUTSIDE LOCATION. (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. (3) THE BUS DUCT SHALL BE OF THE SAME MANUFACTURER AS THE MAIN SWITCHBOARD. (4) THE BUS DUCT SHALL HAVE THE SAME INTERRUPTING RATING AS THE MAIN SWITCHBOARD. 5.4.7 FUSIBLE SWITCHES: (1) THE FUSIBLE SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK AND SUITABLE FOR USE ON THE SERVICE AS DESCRIBED BY THE SIZE SHOWN ON 20-7 THE ASSOCIATED DRAWINGS. THE UNITS SHALL BE LISTED AND APPROVED BY UNDERWRITERS' LABORATORIES FOR GENERAL SERVICE 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. (2) EACH SWITCH IS TO BE ENCLOSED IN A SEPARATE STEEL ENCLOSURE. THE ENCLOSURE WILL EMPLOY A HINGED COVER FOR ACCESS TO THE FUSES WHICH WILL BE INTERLOCKED WITH THE OPERATING HANDLE TO PRE-VENT 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 TESTING FUSES WITHOUT INTERRUPTING SERVICE. THE UNITS SHALL HAVE 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 WITHSTANDABILITY TESTS AND FUSE RACE TESTS AS DESCRIBED ELSEWHERE IN THE SPECIFICATIONS. (3) ALL FUSING AS MANUFACTURED BY BUSSMAN; DUAL-ELEMENT AND CURRENT LIMITING AS SHOWN ON THE PLANS. 6. CONTACTORS -ALLEN BRADLEY OR SQUARE 'D' - NO SUBSTITUTES 6.1 CONTACTORS SHALL BE DESIGNED TO CARRY THE FULL RATED CURRENT ON A CONTINUOUS BASIS. 6.2 CONTACTORS SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD, AND SUITABLE FOR REMOTE OPERATION. THE MECHANICALLY HELD CONTACTORS SHALL BE SUPPLIED WITH COIL CLEARING CONTACTS WHICH DISCONNECTS THE MAGNET COIL WHEN OPERATED TO ELIMINATE ANY A.C. MAGNETIC HAM. 6.3 CONTACTORS SHALL BE AS SIZED AS SHOWN ON THE DRAWINGS AND BE INSTALLED IN A NEMA 1 ENCLOSURE. 7. WIRE AND CABLE 7.1 CONDUCTORS SIZED ~~8 AND LARGER SHALL BE TYPE THW COPPER UNLESS OTHERWISE NOTED; ALL OTHER WIRE SHALL BE TYPE 20-8 THHN AND SHALL NOT BE SMALLER THAN ~~12 A.W.G. EXCEPT CONTROL WIRE. NO ALUMINUM WIRE WILL BE PERMITTED. 7.2 EXCEPT AS NOTED, NO CONDUCTORS SMALLER THAN ~~12 AWG SHALL BE USED. ~f10 AWG SHALL BE USED ON RUNS OF OVER 100 FT. IN NO CASE SHALL THE NUMBER OF CONDUCTORS INSTALLED IN CONDUITS EXCEED THE MAXIMUh9 FILL ALLOWED BY THE N.E.C. SHOULD THIS OCCUR ON THE DRAWINGS THE ELECTRICAL CONTRACTOR SHALL INFORM THE ARCHITECT BEFORE INSTALLATION. CONDUCTORS SHALL NOT BE INSTALLED BENEATH THE HEATING EQUIPMENT FOUNDATIONS. CONDUCTORS USED SOLELY FOR GROUNDING PURPOSES SHALL NOT BE COUNTED AS CONDUIT FILL. 7.3 CONTROL WIRE FOR THE AIR CONDITIONING AND REFRIGERATION EQUIPMENT SHALL BE TYPE THHN AND NO SMALLER THAN ~~14 OR WHERE SPECIFICATIONS CALLED FOR ON DRAWING. 7.4 NO PULL BOXES WILL BE ALLOWED FOR SECONDARY FEEDS TO PANELS. WIRE MUST BE IN ONE LENGTH BETWEEN MAIN DISTRIBUTION AND PANEL. 8. CONDUITS AND RACEWAYS 8.1 UNDERGROUND CONDUIT SHALL BE HEAVY WALL HOT DIPPED GALVANIZED STEEL WITH MANUFACTURED COUPLINGS AND FITTINGS. 8.2 P.V.C. SCHEDULE 40 CONDUIT MAY BE USED UNDERFLOOR SLAB. RISER SHALL BE HEAVY WALL HOT DIPPED GALVANIZED STEEL. RACEWAYS EMBEDDED INTO CONCRETE SHALL BE GALVANIZED HOT DIPPED STEEL EMT WITH CONCRETE TIGHT, ALL STEEL FITTINGS. ALL CONDUIT BETWEEN TRANSFORMER AND MAIN SWITCH SHALL BE HEAVY WALL, HOT DIPPED, GALVANIZED STEEL W/MFG. COUPLINGS AND FITTINGS. 8.3 RACEWAYS CONCEALED IN WALL OR CEILING SPACES SHALL BE STANDARD WEIGHT HOT DIPPED GALVANIZED EMT WITH COMPRESSION COUPLINGS AS SPECIFIED ELSEWHERE. 8.4 ALL "L'S" USED TO TURN UP THROUGH CONCRETE SLABS SHALL BE THICK WALL GALVANIZED CONDUIT & COUPLINGS. 8.5 UNDERFLOOR DUCT: 8.5.1 SHALL BE "WALKERDUCT" (NO SUBSTITUTES) AS BY WALKER/TEXTRON COMPANY, PARKERSBURG, WEST VIRGINIA. INSTALL COMPLETE SERVICE FITTINGS, BLANKING PLATES, JUNCTION BOXES, COVERS, AND ETC., AND WITH THREADED FITTINGS. STANDARD NO. 2 DUCT WITH 436-2-2 INSERTS; ADAPTORS ~~1126A-3/4", FOR CABLE. INSTALL WALKER DUCT JUNCTION BOXES WITH BRASS TOPS RECESSED TO RECEIVE TERRAZZO. 20-9 VERIFY LOCATIONS OF DUCT WITH PLANS. 8.5.2 TOP OF CUT INSERT SHALL BE 1/2" BELOW FINISH FLOOR LINE. 9. TIME SWITCHES -INTERMATIC (NO SUBSTITUTES) 9.1 TIME SWITCHES SHALL BE DPST, 40 AMPERES, 120 VOLT, AC MOTOR AND ASTRONOMIC DIAL, SPRING-WOUND CARRY-OVER, AS MANUFACTURED BY INTERMATIC - NO SUBSTITUTES. 9.2 TIME CLOCKS TO BE LABELED. !0. OUTLET BOXES, FITTINGS, AND CONNECTORS 10.1 UNLESS HEREINAFTER SPECIFICALLY NOTED OR SHOWN ON THE DRAWINGS, THE MINIMUM SIZE OF BRANCH CIRCUIT OUTLET BOXES FOR CONCEALED WORK SHALL BE 4"X4"X1 1/2" FOR SQUARE BOXES AND 4"X1 1/2" FOR OCTAGON BOXES. IN ALL CASES, 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. OUTLETS IN CONCRETE BLOCK, OR OTHER HOLLOW MASONRY WALLS WITHOUT OFFSETS. IN ALL CASES, OPENINGS IN CONCRETE BLOCK WALLS FOR OUTLETS SHALL BE CUT TO EXACT SIZE WITH A MASONRY SAW. 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 TO THE DIMENSIONS GIVEN. ALL UNUSED OUTLETS SHALL BE PROVIDED WITH BLANK COVERS. 10.2 WHERE CONDUITS 1" OR LARGER ENTER OUTLET BOXES, THE BOXES SHALL BE 4 11/16"X4 - 11/16"X2 1/4" MINIMUM. IN ALL CASES BOXES SHALL BE OF AMPLE SIZE TO PROVIDE CONDUCTOR SPACES AS REQUIRED BY THE NATIONAL ELECTRIC CODE. 10.3 "HANDY", UTILITY OR SECTIONAL BOXES WILL NOT BE PERMITTED IN MASONRY WALLS. WHEN MORE THAN ONE SWITCH OR DEVICE IS SHOWN GANGED AT ANY LOCATION AONE-PIECE BOX OF SUITABLE SIZE SHALL BE INSTALLED. 10.4 OUTLET BOXES INTENDED FOR THE INSTALLATION OF LIGHTING FIXTURES SHALL BE EQUIPPED WITH 3/8" "NO-BOLT" OR EQUAL FIXTURE STUDS. 10.5 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 GASKETED. 10.6 ALL CONDUIT FITTINGS (CONDULETS) SHALL BE OF THE CAST - 20-10 METAL THREADED HUB TYPE, GROUSE-HINDS, OR APPLETON. THE TYPE SELECTED SHALL INSOFAR AS POSSIBLE, BE USED THROUGHOUT THE PROJECT. 10.7 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. THREADLESS COUPLINGS SHALL NOT BE USED FOR RIGID CONDUIT. CONDUIT BUSHINGS SHALL BE OF THE INSULATING TYPE. ALL E.M.T. COUPLINGS AND BOX CONNECTORS SHALL BE OF THE COMPRESSION TYPE. 10.8 INSTALL ALL OVERHEAD ELECTRICAL CONDUIT WITHIN THE FIRST 12" BELOW THE UNDERSIDE OF THE ROOF DECK. LEAVE THE REMAINDER OF THE SPACE FOR AIR CONDITIONER DUCT WORK. 11. JUNCTION BOXES WIRING SHALL BE NEATLY ARRANGED, BUNDLED AND LACED IN PROPER GROUPS. 12. PULL BOXES 12.1 PULL BOXES SHALL BE INSTALLED IN CONDUIT SYSTEM WHERE NEEDED WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. 12.2 BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED STEEL WITH SCREW COVERS. 13. SAFETY SWITCHES 13.1 THE BASIS OF DESIGN AND QUALITY STANDARDS IS SQUARE 'D'. 13.2 ALL UNITS SHALL BE OF THE SAME MANUFACTURER. 13.3 SAFETY SWITCHES SHALL BE FUSIBLE, SOLID NEUTRAL, 250 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. 13.4 EXTERIOR UNITS SHALL BE IN RAIN TIGHT ENCLOSURE. (NEMA 3R) 14. WALL SWITCHES 14.1 SWITCHES SHALL BE FLUSH MOUNTED, QUIET TUMBLER TYPE, 250 VOLTS, 302 STAINLESS STEEL. RECEPTACLES SHALL BE FLUSH 20-11 MOUNTED, DUPLEX GROUNDING TYPE, AND AS SHOWN ON THE DRAWINGS, EQUIVALENT TO SIERRA, P be S, HUBBELL OR APPROVED MANUFACTURER. 20 AMP RATING. 14.2 WALL PLATES SHALL BE SMOOTH, 302 STAINLESS STEEL, ONE PIECE AS INDICATED ON THE DRAWINGS. 14.3 SWITCHES SHALL BE INSTALLED ON THE "STRIKE" SIDE OF THE DOOR SWING. ANY VERIFICATION FROM "STRIKE" SIDE OF THE DOOR TO THAT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE THE CONDUIT IS ROUGHED-IN. 14.4 SWITCHES SHOWN NEAR DOORS SHALL BE NOT LESS THAN TWO INCHES AND NOT MORE THAN TWELVE (12) INCHES FROM THE TRIM. 15. RECEPTACLES 15.1 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. 15.1.1 DUPLEX CONVENIENCE OUTLETS WITH GROUND SHALL BE 20 AMPS, 125 VOLTS PARALLEL SLOT WITH "U" SHAPED GROUND. HUBBELL HEAVY DUTY "T" RATED. 15.1.2 120/208 VOLTS, 3 WIRE RECEPTACLES WITH GROUND SHALL BE SINGLE 3 WIRE POLARIZED RECEPTACLE WITH GROUNDING TERMINAL BLACK OR BROWN. SEE SPECIAL NOTES ON DRAWINGS. 15.1.3 WEATHERPROOF RECEPTACLES SHALL BE DUPLEX, 20 AMP, 125 VOLT PARALLEL SLOT RECEPTACLE WITH "U" SHAPED GROUNDING SLOT IN FLUSH, WEATHERPROOF BOX WITH GASKETED COVER AND SELF CLOSING, SPRING DOOR. 15.1.4 FLOOR OUTLETS SHALL BE 20 AMP, 125 VOLTS SINGLE OR DUPLEX PARALLEL SLOT RECEPTACLES WITH "U" SHAPED GROUNDING SLOT AS CALLED FOR. 15.1.5 FLOOR OUTLETS SHALL BE AS SHOWN ON THE PLANS, WITH SPECIFICATIONS GRADE RECEPTACLES. PROVIDE SLOTTED BRASS FLIJSH CAP FOR SEALING WHEN NOT IN USE. 15.1.6 ALL DEVICE COVER PLATES SHALL BE SMOOTH 302 STAINLESS STEEL, ONE PIECE. 20-12 16. LIGHTING FIXTURES 16.1 ALL LIGHTING FIXTURES SHALL BE FURNISHED BY PUBLIX AND INSTALLED BY THIS CONTRACTOR. IN-LINE FUSES ARE INCLUDED ON ALL FLUORESCENT AND METAL HALIDE FIXTURES. 16.2 ELECTRICAL CONTRACTOR SHALL TIE FIXTURE WITH SAFETY WIRE FOR METAL HALIDE FIXTURES, ONE (1) ~~10 WIRE UP TO THE ROOF JOISTS PER FIXTURE. SAME FOR FLUORESCENT FIXTURES. (WIRE HUNG & SUPPLIED BY CEILING TILE CONTRACTOR). 17. ELECTRIC DOOR 17.1 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. 18. INTERCOM SYSTEM 18.1 THE CONTRACTOR SHALL SUPPLY AND INSTALL SOUND OUTLETS, CONDUIT AND JUNCTION BOXES WITH EQUIPMENT AS SHOWN ON THE DRAWINGS. 18.2 THE OUTLET BOXES SHALL BE STANDARD BOXES PROVIDED WITH BLANK COVERS. 18.3 THE CONDUIT SHALL BE NOT LESS THAN 1/2" AS NOTED ON THE DRAWINGS. 18.4 NO PVC SHALL BE INSTALLED ABOVE FLOOR SLAB. 18.5 TELEPHONE OUTLETS: OUTLETS AS LOCATED ON PLANS, 1-1/4" OR 3/4" CONDUIT THRU-OUT AND STUBBED OUT REAR OF BUILDING; .,, INSTALL OUTLET BOXES AND COVER PLATES OF BRONZE. TELEPHONE CONTROL BOX INSIDE ELECTRICAL EQUIPMENT ROOM. SEE PLAN. PHONES TO BE WALL PHONES. 19. STANDBY ELECTRIC-EMERGENCY GENERATOR AND TRANSFER SVNITCH 19.1 FURNISHED BY PUBLIX, SET IN PLACE AND CONNECTED BY ELECTRICAL CONTRACTOR. A STANDBY ELECTRIC GENERATOR PLANT SHALL BE INCLUDED IN THE INSTALLATION AND SHALL INCORPORATE AN ONAN MODEL ~~30, OEK-15R, 120/208V, 3 PHASE, ~ WIRE ALTERNATOR SET. THE SYSTEM SHALL BE FACTORY-TESTED AND CERTIFIED FOR FULL RATED CAPACITY AND SHALL CONSIST OF (1) A NATURAL GAS-ENGINE-ALTERNATOR SET; (2) AN AUTOMATIC ENGINE CONTROL; (3) AN AUTOMATIC TRANSFER SWITCH; (4) NECESSARY ACCESSORIES AS SPECIFIED. THIS GENERATOR AND TRANSFER SWITCH SHALL BE FURNISHED BY PUBLIX AND SET IN PLACE AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 20-13 19.2 AUTOMATIC LOAD TRANSFER SWITCH: (FURNISHED BY PUBLIX - INSTALLED BY CONTRACTOR) AN AUTOMATIC TRANSFER CONTROL SHALL BE DESIGNED FOR THE CAPABILITIES OF THIS UNIT TO TRANSFER THE LOAD FROM NORMAL TO EMERGENCY WHEN ANY PHASE OF THE NORMAL SOURCE DROPS BELOW 70 PERCENT OF RATED VOLTAGE AND TO AUTOMATICALLY RESTORE THE LOAD TO THE NORMAL SOURCE WHEN ALL PHASES ARE 90 PERCENT OR MORE OF RATED VOLTAGE AND FREQUENCY. THE SWITCH SHALL BE DOUBLE THROW MECHANISM, INHERENTLY INTERLOCKED MECHANICALLY AND ELECTRICALLY. UNIT IS TO BE PROVIDED WITH A CONTACT TO ACTUATE THE ENGINE STARTING CIRCUIT AND A TEST SWITCH TO TEST OPERATION OF THE SWITCH. PROVIDE ADJUSTABLF_ 2-60 SECOND TIME DELAY TO EMERGENCY, ADJUSTABLE 2-60 SECOND MOMENTARY OUTAGE TO EMERGENCY, ADJUSTABLE 2-60 SECOND MOMENTARY OUTAGE DELAY, NORMAL SOURCE DIFFERENTIAL VOLTAGE RELAY SELECTOR SWITCH (4 POSITION) ENGINE START CONTACTS AND PILOT LIGHT. LOAD TRANSFER SWITCH TO BE ONAN A.T. SERIES 100 A, 3 PHASE, 4 WIRE 208 VOLT OR EQUIVALENT LAKESHORE. 20. GROUNDING 20.1 ALL WIRING SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 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. 20.2 A GREEN TW INSULATED STRANDED 12 AWG CONDUCTOR SHALL BE 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 N.E.C. TABLE 250-95. 21. TESTS 21.1 THE ELECTRICAL CONTRACTOR SHALL TEST ALL WIRING AND EQUIPMENT FOR GROUNDS, CONTINUITY AND PROPER OPERATION, AND WHEN DIRECTED HE SHALL DEMONSTRATE BY USE OF A 500 VOLT MEGGER, THE INSULATION RESISTANCE OF ANY CIRCUIT OR GROUP OF CIRCUITS. 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 BY FURTHER TESTS THE ELIMINATION OF FAULTS. THE PROVISIONS OF ARTICLE 110 OF THE N.E.C. SHALL BE USED AS A GUIDE FOR THIS TEST. 20-14 22. EXECUTION OF THE WORK 22.1 INSTALL AND MAINTAIN 120/240 VOLT, 1 PHASE, 3 WIRE,200 AMP TEMPORARY SERVICE. POWER CONSUMPTION COST ONLY PAID BY GENERAL CONTRACTOR. INSTALLATION SHALL COMPLY WITH OSHA; NEC; AND ALL LOCAL REQUIREMENTS. 22.2 THE LOCATIONS OF THE OUTLETS, SWITCHES AND CONVENIENCE OUTLETS SHALL BE APPROXIMATELY AS SHOWN ON THE PLANS AND AS SPECIFIED, BUT EXACT LOCATIONS SHALL BE AS DIRECTED BY PUBLIX. THE RUNNING OF ALL CIRCUITS, SWITCH LEGS AND CONDUITS IS PURELY DIAGRAMMATIC. DO NOT SCALE FROM DRAWINGS. 22.3 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. 22.4 THE PLANS, IN GENERAL, ARE DIAGRAMMATIC, AND THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE BETWEEN THE TRADES CAN BE AVOIDED. IN CASE AN INTERFERENCE DEVELOPS, THE ARCHITECT SHALL DECIDE WHICH ITEM SHALL BE RELOCATED. 22.5 ALL CUTTING AND CONSEQUENT REPAIRS IN CONJUNCTION WITH THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUT NO BEAMS OR OTHER STRUCTURAL COMPONENTS SHALL BE CUT WITHOUT KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT. 22.6 ALL EXCAVATING AND BACKFILLING FOR THIS WORK SHALL BE DONE BY THIS CONTRACTOR. UNDERGROUND CONDUITS SHALL FOLLOW THE ROUTING SHOWN WHERE POSSIBLE. 22.7 ALL CHANNELS, ANGLES AND OTHER MEMBERS FOR THE INSTALLATION AND SUPPORT OF THE ELECTRICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 22.8 THE ATTACHMENT OF BOXES, CONDUIT, HANGERS, ETC. SHALL BE BY MACHINE SCREWS ON STEEL, EXPANSION BOLTS, IN CONCRETE AND MASONRY AND WOOD SCREWS ON WOOD. WOOD ON COMPOSITION PLUGS SHALL NOT BE USED. 22.9 ALL METALLIC NON-CURRENT CARRYING COMPONENTS AND ENCLOSURES OF THE ELECTRICAL WIRING SYSTEM ARE TO BE BONDED AND GROUNDED. 22.10 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 20-15 MINIMUM. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL RACEWAY SIZES WITH THE DIMENSIONS OF THE PARTICULAR CABLE TO BE INSTALLED. 22.11 ALL EXPOSED RACEWAYS SHALL BE NEATLY INSTALLED AND ALL RUNS SHALL BE PARALLEL AND IN GENERAL, PERPENDICULAR OR PARALLEL TO WALLS, FLOOR OR PRINCIPAL STRUCTURAL ELEMENTS. NO EXPOSED CONDUIT ALLOWED IN SALES AREA OR WORK ROOMS. 22.12 ALL RACEWAYS SHALL BE SUPPORTED BY APPROVED TYPES OF GALVANIZED WALL BRACKETS, CEILING TRAPEZE HANGERS, PIPE ' HANGERS OR PIPE STRAPS. PERFORATED METAL STRAP OR WIRE SHALL NOT BE USED FOR CONDUIT OVER 3/4" OR FOR ANY RACEWAY. 22.13 ALL CONDUIT LOCATED IN THE ATTIC MAY BE EMT, AND MUST BE INSTALLED WITHIN THE FIRST 12 INCHES OF SPACE BELOW THE ROOF LEAVING THE REMAINDER OF SPACE FREE OF CONDUITS FOR AIR CONDITIONING DUCTS, ETC. ALL CONDUIT LOCATED UNDERGROUND SHALL BE RIGID HEAVY WALL OR PVC, EXCEPT SERVICE ENTRANCE TO BE HEAVY WALL RIGID CONDUIT, OR WEATHER PROOF BUSS DUCT AS SHOWN. 22.14 ALL JOB CUT THREADS SHALL BE GIVEN A COAT OF RUST RESISTANT ZINC CHROMATE PAINT. 22.15 LABEL ALL PANELS BY APPROVED MEANS TO IDENTIFY CIRCUITS. INSTALL EQUIPMENT IN CANS, AS PER PLANS. ALL PANELS, TIME CLOCKS, STARTERS, CONTACTORS, DISCONNECT DEVICES AND MAIN PANELS ON THE OUTSIDE PER OSHA REQUIREMENTS. 22.16 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. 22.17 MEAT AND DELI DEPARTMENT EQUIPMENT WILL ALL BE WITH PLUG-IN CONNECTORS. DO NOT WIRE DIRECT. (UNLESS DIRECTED BY PUBLIX'S REPRESENTATIVE . 22.18 ALL WIRING AND MOUNTING SHALL BE IN COOPERATION WITH AND UNDER THE DIRECTION OF THE PUBLIX'S REPRESENTATIVE. 22.19 MAKE CONNECTION TO ELECTRIC WATER HEATERS AS FURNISHED BY PUBLIX. 22.20 CONTROL OF OUTLETS: 22.20.1 BRANCH LIGHTING CIRCUITS CONTROLLED AT PANELS BY A SWITCH AT THE MANAGER'S OFFICE, UNLESS INDICATED OTHERWISE. 20-16 22.20.2 CONVENIENCE OUTLETS SHALL HAVE NO INTERMEDIATE CONTROL BETWEEN PANELS AND OUTLETS. 22.21 COOPERATE WITH OTHER CONTRACTORS IN INS?ALLATION OF CONDUIT, BOXES, ETC. DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL THIS WORK. CAULK AND INSTALL ESCUTCHEONS WHEREEVER CONDUIT PASSES THROUGH WALLS, ESPECIALLY EXTERIOR. ALL CUTTING IN BLOCK WORK MUST BE DONE WITH CARBORUNDUM SAW, NO CHISEL OR HAMMER WORK WILL BE ACCEPTED. 22.22 EXCAVATION AND BACKFILLING: 22.22.1 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. 22.22.2 CONDUIT UNDER SLAB SHALL BE LAID ON FILL BEFORE CONCRETE IS POURED. MUST HAVE MINIMUM 3" CONCRETE COVER. 22.23 ALL JOINTS BETWEEN CONDUCTORS SHALL BE CONNECTED WITH APPROVED PRESSURE TYPE, CONNECTORES AND INSULATED WITH SCOTCH 33 TAPE AND FRICTION TAPE, IF INSULATION IS NOT PROVIDED IN PRESSURE TYPE CONNECTOR USED. 22.24 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. 20-17 DIVISION 21 HEATING, VENTILATING AND AIR CONDITIONING SPECIFICATIONS SPECIAL NOTE: THE CONTRACT, GENERAL CONDITION5, SEE DIVISION 1 AND 2, SPECIAL CONDITIONS, AND SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL WORK OF THESE SPECIFICATIONS GOVERN ALL PARTS OF THE WORK AND ARE PART OF AND APPLY IN FULL FORCE TO THESE SPECIFICATIONS. 1. SCOPE 1.1 PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL HVAC SYSTEM COMPLETE AS INDICATED, AS REQUIRED BY APPLICABLE CODES AND AS SPECIFIED HEREIN. 1.2 FURNISH AND INSTALL ALL ROOF TOP AIR CONDITIONING SYSTEMS, EXCEPT AC-4 WHICH IS SUPPLIED BY PUBLIX AND INSTALLED BY AIR CONDITIONING CONTRACTOR. 1.3 ROOF CURBS FOR A/C 1, 2 be 3 BY AIR CONDITIONING CONTRACTOR. (CURB FOR AC-4 FURNISHED BY PUBLIX). ALL A/C CURBS SET BY A/C CONTRACTOR. 1.4 ALL JENN-AIR AND STANLEY FANS ARE FURNISHED BY PUBLIX AND INSTALLED BY AIR CONDITIONING CONTRACTOR. CURBS BY ROOFING CONTRACTOR. 1.5 FURNISH AND INSTALL SHEET METAL DUCT SYSTEMS AS INDICATED ON PLAN AND DESCRIBED IN SPECIFICATIONS. 1.6 FURNISH AND INSTALL EXHAUST DUCTS BETWEEN THE COOKING HOODS AND THE ROOF MOUNTED EXHAUST FANS. 1.7 FURNISH AND INSTALL MAKE-UP AIR DUCT BETWEEN THE MAKE-UP AIR FANS ON THE ROOF AND HOOD PLENUMS. 1.8 FURNISH AND INSTALL SHEET METAL GAS VENTS FOR THE GAS FIRED EQUIPMENT AND BAKERY OVEN COMPLETE WITH THIMBLES, FLASHING AND RAIN CAPS. 2. RELATED WORK SPECIFIED ELSEWHERE 2.1 GENERAL WORK: CONCRETE BASES, AND STRUCTURAL STEEL BASES, ARE PART OF THE GENERAL WORK, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 21-1 2.2 ELECTRICAL: ALL LINE VOLTAGE WIRING AND CONDUIT, CONDUIT FOR LOW VOLTAGE WIRING, STARTERS, RELAYS, SWITCHES, ARE INCLUDED UNDER THE ELECTRICAL SECTION, EXCEPT WHEN NOTED OTHERWISE. 3. APPROVALS REQUIRED, SUBSTITUTIONS, CERTIFICATE OF SUITABILITY 3.1 ALL ITEMS OF MATERIAL AND EQUIPMENT REQUIRED BY THIS SECTION SHALL HAVE PRIOR APPROVAL OF THE ARCHITECT AND BE SUBMITTED 30 DAYS AFTER AWARD OF GENERAL CONTRACT. SIX (6) COPIES OF MANUFACTURERS' LITERATURE SUBMITTAL AND PERFORMANCE DA?A OF EACH OF THE FOLLOWING ITEMS WILL BE REQUIRED FOR APPROVAL. SUBMITTAL SHALL BE COMPLETE AND ORGANIZED IN SAME ORDER AS LISTED BELOW AND INCLUDE REFERENCE TO PAGE AND PARAGRAPH NUMBERS OF THE SPECIFICATIONS, AND BE BOUND IN SETS, ALL SETS IDENTICAL. 3.1.1 COOLING EQUIPMENT 3.1.2 AIR HANDLING EQUIPMENT 3.1.3 HEATING EQUIPMENT 3.1.4 AIR DISTRIBUTION 3.1.5 VALVES, GAUGES, SPECIALTIES, THERMOMETERS, MISCELLANEOUS 3.1.6 INSULATION 3.1.7 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. 3.2 IF THE EQUIPMENT IS AS SPECIFIED THE SUBMITTALS ARE MERELY A FORMALITY AND HE MAY PLACE A FINAL ORDER WITH HIS RESPECTIVE SUPPLIERS FOR THE EQUIPMENT. 3.3 PUBLIX RESERVES THE RIGHT TO FURNISH THE AIR CONDITIONING EQUIPMENT TO THE AIR CONDITIONING CONTRACTOR. IF THIS IS DONE THE AIR CONDITIONING CONTRACTOR SHALL INSTALL SAID EQUIPMENT AND PROVIDE THE APPROPRIATE CREDIT OR REFUND. 4. COOLING EQUIPMENT 4.1 AIR COOLED PACKAGED ROOFTOP AIR CONDITIONERS 4.1.1 AC-1 AND AC-2 TO BE MCQUAY MODEL RRS-020B "SUPERPAK" SPECIAL ENGINEERED SUPERMARKET ROOFTOP A.C. UNITS, EACH UNIT TO BE COMPLETELY FACTORY ASSEMBLED, TESTED AND SHIPPED TO ~OBSITE READY TO SET ON FACTORY FURNSHED ROOF CURB. EACH UNIT TO INCLUDE DUAL, SEMI-HERMETIC COMPRESSORS WITH UNLOADERS, SPECIAL HIGH EFFICIENCY COOLING AND DEHUMIDIFICATION CIRCUITRY, SPRING-MOUNTED SINGLE LOW SPEED F.C. FAN WITH HIGH EFFICIENCY MOTOR, REPLACEABLE CORE FILTER DRIER, MULTICIRCUIT 21-2 HEAT RECLAIM COIL, ELECTRIC HEATER, AS REQUIRED BY PUBLIX, DUAL FIRESTATS, SINGLE ELECTRICAL DISCONNECT SWITCH, ALL INTERNAL OPERATING AND SAFETY CONTROLS. CABINET SHALL BE HEAVY-GAUGE GALVANIZED STEEL WITH WEATHER RESISTANT BEIGE FINISH, HINGED ACCESS DOORS WITH OPEN-DOOR RETAINER RODS, QUICK OPENING DOOR FASTENERS AND DUAL DUROMETER VINYL AIR SEALS. UNIT TO BE FURNISHED WITH INITIAL T.A. FILTERS AND A PERMANENT SET OF METAL FRAME REPLACEABLE MEDIA FILTERS. CONDENSER COILS TO BE EPOXY COATED FOR CORROSION RESISTANCE, AS DIRECTED BY PUBLIX. ALL AS INDICATED ON DRAWINGS. 4.1.2 AC-3 TO BE JOHN ZINK COMPANY SERIES RBE ROOFTOP A.C. UNIT, SPECIALLY DESIGNED AND CONSTRUCTED FOR IN-STORE BAKERY SERVICE. UNIT TO HAVE DUAL SEMI- HERMETIC COMPRESSORS, MOTORIZED OUTSIDE AIR INTAKE, SPECIAL EVAPORATOR COIL DESIGN, HIGH EFFICIENCY SUPPLY FAN MOTOR, ELECTRIC HEAT AND ELECTRICAL DISCONNECT SWITCH. UNIT TO BE FACTORY ASSEMBLED, TESTED AND SHIPPED TO JOBSITE READY TO SET ON FACTORY FURNISHED ROOF CURB. UNIT TO BE SHIPPED WITH INITIAL SET OF 2" TA FILTERS AND FURNISHED WITH A PERMANENT SET OF METAL FRAME REPLACEABLE MEDIA FILTERS. CONDENSER COILS SHALL BE EPOXY COATED FOR CORROSION RESISTANCE, AS DIRECTED BY PUBLIX. UNIT TO INCLUDE INTERNALLY MOUNTED HEATING AND COOLING THERMOSTAT. ALL AS INDICATED ON DRAWINGS. 4.1.3 AC-4, FURNISHED BY PUBLIX, INSTALLED BY A.C. CONTRACTOR, TO BE JOHN ZINK COMPANY SERIES RBC ROOFTOP A.C. UNIT, SPECIALLY DESIGNED AND CONSTRUCTED FOR LOW TEMPERATURE MEAT MARKET SERVICE. UNIT TO HAVE DUAL SEMI-HERMETIC COMPRESSORS, SPECIAL EVAPORATOR COIL DESIGN, HIGH EFFICIENCY SUPPLY FAN MOTOR, LOW TEMPERATURE INSULATION AND ELECTRICAL DISCONNECT SWITCH. UNIT TO BE FACTORY ASSEMBLED, TESTED AND READY TO SET ON FACTORY FURNISHED ROOF CURB. UNIT TO BE SHIPPED WITH INITIAL SET OF T.A. FILTERS AND FURNISHED WITH A PERMANENT SET OF METAL FRAME REPLACEABLE MEDIA FILTERS. CONDENSER COILS SHALL BE EPOXY COATED FOR CORROSION RESISTANCE, AS DIRECTED BY PUBLIX. UNIT TO INCLUDE INTERNALLY MOUNTED THERMOSTAT. 4.1.4 INSTALLATION OF ROOFTOP A.C. UNITS. ALL ROOFTOP UNITS WILL BE PROVIDED WITH FACTORY FURNISHED STEEL ROOF CURBS COMPLETE WITH WOOD NAILER STRIPS. CURBS ARE SHIPPED KNOCKED DOWN FOR FIELD ASSEMBLY. FURNISH WHATEVER MATERIALS AND COORDINATION WITH OTHER TRADES ARE REQUIRED TO ASSURE THE CURBS ARE INSTALLED LEVEL. AC-1 AND AC-2 21-3 MUST BE LIFTED WITH THE USE OF SPREADER BARS TO PREVENT CABLE DAMAGE TO CABINETS AND COMPONENTS. AC-3 AND AC-4 MUST BE LIFTED BY THE USE OF (4) EQUAL LENGTH CABLES. DAMAGE CAUSED BY FAILURE TO LIFT OR SET UNITS PROPERLY OR FAILURE TO PROTECT UNITS WHILE AT THE JOBSITE, EITHER BEFORE OR AFTER SETTING ON CURBS, MAY BE CAUSE FOR REJECTION. UNITS MUST BE TURNED OVER TO OWNER IN NEW CONDITION WITHOUT DENTS OR OTHER DAMAGE. SCRATCHES OR PAINT DAMAGE ARE TO BE REPAINTED WITH MANUFACTURER'S PAINT. IN THE EVENT THAT FIELD REPAIR INVOLVES THE REFRIGERATION CIRCUIT OF ANY UNIT, SUCH REPAIR IS TO BE MADE BY THE UNIT MANUFACTURER OR HIS REPRESENTATIVE. PROVIDE EACH UNIT WITH A PVC CONDENSATE DRAIN TRAP IN ACCORDANCE WITH DRAWINGS AND UNIT MANUFACTURER'S RECOMMENDATION. PIPING OF UNIT MOUNTED HEAT RECLAIM COIL(S) TO BE BY PUBLIX OR THEIR AUTHORIZED REPRESENTATIVE. 4.1.5 CONTROLS. AN ENVIRONMENTAL CONTROL PANEL WILL BE FURNISHED AND INSTALLED BY PUBLIX TO CONTROL AC-1 AND AC-2. INTERNALLY MOUNTED THERMOSTATS ARE INCLUDED WITH AC-3 AND AC-4. NO ADDITIONAL TEMPERATURE CONTROLS ARE REQUIRED. CONDUIT, LINE VOLTAGE CIRCUITS, INTERLOCKS, ETC., SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN, AS SHOWN ON THE DRAWINGS. 4.1.6 EQUIPMENT START-UP. ALL ROOFTOP A.C. UNITS WILL BE STARTED AND ADJUSTED FOR PROPER OPERATION BY THE MANUFACTURER OR HIS REPRESENTATIVE. NO EQUIPMENT SHALL BE RUN PRIOR TO THIS START-UP. ALL FOUR ROOFTOP UNITS SHALL BE MADE READY FOR START-UP AT THE SAME TIME. CONTRACTOR SHALL HAVE QUALIFIED PERSONNEL IN ATTENDANCE TO COORDINATE DUCTWORK AND ELECTRICAL ASPECTS OF THE START-UP. 4.1.7 SERVICE WARRANTY. ROOFTOP UNITS SHALL HAVE AONE- YEAR MAINTENANCE AND SERVICE WARRANTY PROVIDED FOR BY THE MANUFACTURER OR HIS AUTHORIZED SERVICE REPRESENTATIVE. THIS SERVICE SHALL INCLUDE REGULAR INSPECTIONS, LUBRICATION, PREVENTATIVE MAINTENANCE PROCEDURES, BI-MONTHLY FILTER CHANGES AND ALL LABOR AND MATERIALS REQUIRED TO KEEP UNITS IN PROPER OPERATING CONDITION. FILTER MEDIA TO BE FULL TWO INCH THICK DUAL DENSITY POLYESTER MATERIAL. SERVICE SHALL BE RENDERED ON A PRIORITY BASIS CONSISTENT WITH THE REQUIREMENTS OF SUPERMARKET OPERATION. REPAIRS REQUIRED BY DAMAGE FROM POWER FAILERES, MISUSE, VANDALISM, FIRE, INSURRECTION OR ACTS OF GOD ARE NOT INCLUDED IN THIS WARRANTY. IN ADDITION, MANUFACTURERS SHALL PROVIDE AN INDUSTRY STANDARD FIVE-YEAR 21-4 COMPRESSOR REPLACEMENT WARRANTY, EXCLUSIVE OF LABOR OR TRANSPORTATION CHARGES. 4.2 COMPUTER ROOM A.C. SYSTEM FURNISH AND INSTALL WEATHERKING SPLIT TYPE AIR CONDITIONING SYSTEM CONSISTING OF AN INDOOR WALL-MOUNTED EVAPORATOR-BLOWER AND ROOF-MOUNTED AIR COOLED CONDENSING UNIT, CONNECTED TOGETHER WITH FACTORY FURNISHED PRECHARGED REFRIGERANT TUBING. COMPRESSOR SHALL HAVE A STANDARD FIVE-YEAR WARRANTY. PROVIDE CONDENSATE DRAIN AS SHOWN ON DRAWINGS. UNIT TO BE MODEL AND CAPACITY AS SHOWN ON DRAWINGS. 5. FILTERS 5.1 GREASE FILTERS: FLAME-GARD, OR APPROVED EQUAL AS INDICATED ON THE DRAWINGS, UL LISTED, LOW PRESSURE DROP. 6. AIR DISTRIBUTION 6.1 GENERAL: 6.1.1 ALL AIR DISTRIBUTION SHALL BE SUPPLIED BY MANUFACTURERS MAINTAINING ADC CERTIFIED LABORATORIES. 6.1.2 FURNISH AND INSTALL, UNLESS OTHERWISE NOTED, ALL GRILLES, REGISTERS, AND OUTLETS AT THE LOCATION AND OF THE TYPE AND SIZE SHOWN ON THE PLANS. SPONGE RUBBER GASKETS ARE TO BE INSTALLED BEHIND FLANGES OF ALL GRILLES AND REGISTERS TO PREVENT LEAKAGE AND STREAKING. AIR VOLUMES ARE TO BE ADJUSTED AND DEFLECTION SET IN ACCORDANCE WITH PLANS. 6.1.3 PRIOR TO REQUESTING A FINAL INSPECTION, THE CONTRACTOR SHALL SUBMIT A TYPED SCHEDULE OR A MARKED UP SET OF PLANS INDICATING THE OBSERVED VELOCITY OF EACH GRILLE, REGISTER OR OUTLET. THESE TEST DATA SHALL BE OF THE FINAL READINGS AFTER BALANCING THE SYSTEM. 6.1.4 ALL DAMPERS SHALL BE IN WIDE OPEN OR NEUTRAL POSITION PRIOR TO TEST AND BALANCE BALANCING THE SYSTEM. 6.1.5 ALL SUPPLY OUTLETS SHALL BE ALUMINUM AND PRODUCTS OF A SINGLE MANUFACTURER. RETURN AIR GRILLES, OUTLETS, REGISTERS AND DOOR GRILLES SHALL BE OF ETCHED ALUMINUM WITH ACRYLIC FINISH AND AS INDICATED ON THE DRAWINGS. IF LOCAL CODES REQUIRE, PROVIDE STEEL GRILLS AND FIRE DAMPERS. 21-5 6.2 RETURN AIR GRILLES AND REGISTERS: 6.2.1 RETURN AIR GRILLES AND REGISTERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS MANUFACTU BY ANEMOSTAT, TITUS, TUTTLE & BAILEY, OR PRIOR APPROVED EQUAL STYLE AS NOTED ON THE DRAW GS. WHERE INDICATED, THEY SHALL HAVE OPPOSED ADE DAMPERS. 6.2.2 ALL GRILLES SHALL BE SUITABLE FOR SMOO~I SURFACE MOUNTING. ~~ 6.3 ~cILING OUTLETS: 1 FURNISH AND INSTALL CEILING OUT S EQUAL TO THOSE MANUFACTURED BY ANEMOSTAT C P., TITUS, TUTTLE ac BAILEY, OR PRIOR APPROVED EQ L. 6.3.2 UTLETS SHALL BE CONSTRUCT OF ALUMINUM. FINISH ALL BE ETCHED ALUMINUM ITH ACRYLIC FINISH AS I ICATED ON THE DRAWIN , OR AS REQUIRED IN 6.1.4 A VE. LAY-IN TYPE SHAL E FACTORY PAINTED-WHITE. 7. DUCT WORK 7.1 SHEET METAL 7.1.1 ALL DUCT RK SH L BE IN ACCORDANCE WITH THE "SMACNA MA AL OR DUCT CONSTRUCTION FOR VENTILATION IR CONDITIONING SYSTEMS" AS CLASSIFIED BEL (1) MATERIA USED SHALL BE GALVANIZED SHEET STEEL O .S. UFACTURER. (2) PANELS HALL ROSS BROKEN. (3) LONGI DINAL S ING SEAMS MAY BE USED. (4) COR R CLOSURE E NOT REQUIRED. (5) HAN RS SHALL BE D IRON. (6) EL WS SHALL BE PE NS. (7) W RE INDICATED VA LBOWS SHALL BE DOUBLE V NED ON 1" CENTER. (8) E CONNECTIONS SHALL ITHER 90 DEGREE TRAIGHT WITH TUTTLE & B Y MODEL AVLR. CONTROL GRID OR RADIUS TA (9) INSPECTION PLATES AND TEST ~ES ARE NOT REQUIRED. (10 FRESH AIR INTAKE SHALL BE SQUA OR RECTANGULAR STANDARD. (1 ACCESS DOORS SHALL BE INSULATED A REMOVABLE. 2) CURBS FOR UNITS ARE REQUIRED. 13) ACCESS DOORS FOR CASINGS ARE NOT REQUI (14) SEALER ON ALL JOINTS, SEE DWGS. 21-6 6.2 RETURN AIR GRILLES AND REGISTERS: 6.2.1 RETURN AIR GRILLES AND REGISTERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS MANUFACTURED BY ANEMOSTAT, TITUS, TUTTLE & BAILEY, OR PRIOR APPROVED EQUAL STYLE AS NOTED ON THE DRAWINGS. WHERE INDICATED, THEY SHALL HAVE OPPOSED BLADE DAMPERS. 6.2.2 ALL GRILLES SHALL BE SUITABLE FOR SMOOTH SURFACE MOUNTING. 6.3 CEILING OUTLETS: 6.3.1 FURNISH AND INSTALL CEILING OUTLETS EQUAL TO THOSE MANUFACTURED BY ANEMOSTAT CORP., TITUS, TUTTLE ~ BAILEY, OR PRIOR APPROVED EQUAL. 6.3.2 OUTLETS SHALL BE CONSTRUCTED OF ALUMINUM. FINISH SHALL BE ETCHED ALUMINUM WITH ACRYLIC FINISH AS INDICATED ON THE DRAWINGS, OR AS REQUIRED IN 6.1.5 ABOVE. LAY-IN TYPE SHALL BE FACTORY PAINTED-WHITE. 7. DUCT WORK 7.1 SHEET METAL WORK: 7.1.1 ALL DUCT WORK SHALL BE IN ACCORDANCE WITH THE "SMACNA MANUAL FOR DUCT CONSTRUCTION FOR VENTILATION AND AIR CONDITIONING SYSTEMS" AS CLASSIFIED BELOW: (1) MATERIAL TO BE USED SHALL BE GALVANIZED SHEET STEEL OF U.S. MANUFACTURER. (2) PANELS SHALL BE CROSS BROKEN. (3) LONGITUDINAL STANDING SEAMS MAY BE USED. (4) CORNER CLOSURES ARE NOT REQUIRED. (5) HANGERS SHALL BE BAND IRON. (6) ELBOWS SHALL BE PER PLANS. (7) WHERE INDICATED VANED ELBOWS SHALL BE DOUBLE VANED ON 1" CENTER. (8) THE CONNECTIONS SHALL BE EITHER 90 DEGREE STRAIGHT WITH TUTTLE do BAILEY MODEL AVLR. CONTROL GRID OR RADIUS TAP-IN. (9) INSPECTION PLATES AND TEST HOLES ARE NOT REQUIRED. (10) FRESH AIR INTAKE SHALL BE SQUARE OR RECTANGULAR STANDARD. (11) ACCESS DOORS SHALL BE INSULATED AND REMOVABLE. (12) CURBS FOR UNITS ARE REQUIRED. (13) ACCESS DOORS FOR CASINGS ARE NOT REQUIRED. (14) SEALER ON ALL 70INTS, SEE DWGS. 21-6 NOTE: PROPOSED CHANGES IN DUCT WORK SHALL BE DONE ONLY BY SUBMITTING SHOP DRAWINGS AND RECEIPT OF APPROVED SET FROM PUBLIX. 7.2 FLEXIBLE DUCT AND FITTINGS: 7.2.1 WIREMOLD TYPE CRK, FACTORY INSULATED, UL LISTED CLASS 1 AIR DUCT, STD. 181 AND NFPA BULLETIN 90A. MAXIMUM LENGTH-14 FEET., SUPPORTS SHALL BE A MAXIMUM OF 3 FEET AND 2 INCHES WIDE. 7.2.2 LOW VELOCITY TAKEOFF'S COAST LINE DISTRIBUTORS MODEL MSI-6 SPIN IN FITTINGS WITH EXTRACTOR AND DAMPER. 7.2.3 WIREMOLD DUCT COLLARS AND GALVANIZED STRAP CLAMPS OR EQUAL. 7.3 DUCT LEAKAGE LOSS: 7.3.1 A MAXIMUM CFM LOSS OF 2% OF THE RATED CAPACITY OF EACH SYSTEM IS ALLOWED. THIS LEAKAGE WILL BE DETERMINED BY THE TEST AND BALANCE FIRM. 7.3.2 LOSS EXCEEDING 2% SHALL BE CORRECTED BY THE A/C CONTRACTOR PRIOR TO ACCEPTANCE BY PUBLIX. 7.4 RANGE HOOD: 7.4.1 FURNISH AND INSTALL RANGE HOODS AS INDICATED ON THE DRAWINGS COMPLETE WITH GREASE FILTERS, DRIP PAN, DUCT WORK, ETC. CONSTRUCTION SHALL BE AS INDICATED, AND IN ACCORDANCE WITH NFPA 96. 7.4.2 FURNISH AND INSTALL A COMPLETE METALBESTOS DOUBLE WALL GAS VENTING SYSTEM AND DRAFT HOOD FOR THE GAS FIRED EQUIPMENT AND BAKERY OVENS WHERE INDICATED. THIMBLES, FLASHING, RAIN CAP AS REQUIRED. 7.5 DEVICES AND MISCELLANEOUS: 7.5.1 DAMPERS SHALL BE OPPOSED BLADE, BUTTERFLY TYPE, OR SPLITTER, ALL FACTORY MADE AS INDICATED ON THE DRAWINGS. EACH SHALL HAVE A LOCKING QUADRANT ACCESSIBLE FOR ADJUSTMENT. 7.5.2 AIR TURNING DEVICE FOR REGISTERS SHALL BE T&B MODEL ALVR OR SIMILAR DEVICE. 8. MATERIALS 8.1 PIPING SYSTEM: 8.1.1 CONDENSATE: SCHEDULE 40 PVC FOR AIR CONDITIONERS. 21-7 8.2 INSULATION: 8.2.1 DUCT WRAP INSULATION: AIR CONDITIONING DUCT W SHALL BE EXTERNALLY INSULATED WITH FIBERGLAS I 150, OR J-M FSK 812. SEE DRAWINGS FOR ACTUAL REQUIREMENTS. / 8.2.2 THE INSULATION SHALL BE NEATLY CUT AND FITT TO THE DUCT SURFACE WITH OVERLAPPING ALL JOI S 2" SECURED WITH OUTWARD-CLINCH STAPLES 4" O CENTERS. ON DUCTS 24" OR GREATER IN WID THE INSULATION ON THE UNDERSIDE OF THE DU SHALL BE SECURED TO THE SHEET METAL SURFACE H FOSTER'S 481-99, OR EQUAL, ADHESIVE, AND SECUR MECHANICALLY WITH SHEET METAL SC SAND CAPS, OR MECHANICAL FASTENERS ADHERED T HE DUCT ON NOT MORE THAN 18" CENTERS. ALL TRA ERSE AND LONGITUDINAL SEAMS, AND PENET TIONS OF THE VAPOR ARRIER FACING SHALL BE COV D WITH SMACNA RATED OIL BACKED TAPE APPLIED I ND SEALED WITH FOSTER'S . 60-30, OR EQUAL, VAPOR BRIER MASTIC. 8.2.3 ME T ROOM DUCT INSUL ,ION: ALL DUCT SHALL BE INS TED ON THE OUT E WITH 2" THICK JOHNS- MAN LE NO. FSK 814 IBERGLAS 4703 OR PRIOR APPRO D EQUAL, F R GLASS DUCT INSULATION. INSULA N SHALL AVE A FACTORY APPLIED VAPOR BARRIER ACING FOIL SKRIM KRAFT. 8.2.4 APPLICATIO 3 LB. INSULATION BOARD: ALL INSULATION LL BE APPLIED WITH EDGES TIGHTLY BUTTED. INS ION SHALL BE IMPALED ON PINS WELDED TO THE DUC A SECURED WITH SPEED CLIPS. PINS SHALL BE C PPE F CLOSE TO SPEED CLIPS. SPACING OF PINS S LL BE UIRED TO HOLD INSULATION FIRMLY AGAINST CT SUR BUT NOT LESS THAN ONE PIN PER SQUARE OOT. ALL J SAND SPEED CLIPS SHALL BE SEALED ITH GLASS FA SET IN BENJAMIN FOSTER 30- 35, OR WIDE STRIP OF S FACING ADHERED WITH "HAR .CAST". ~, 9. WSTALLATION ANI~VORKMANSHIP 9.1 PIPE, JOII~]~`S, AND CONNECTION-WOR 9.1.1 VC JOINTS: CLEAN SOCKET AND PIPE APPROVED CLEANER. LIBERALLY APPL TO BOTH SOCKET AND PIPE ENDS. MAKE 9.2 DA GE BY LEAKS: .2.1 THIS SECTION SHALL BE RESPONSIBLE FO S WITH LVENT CEMENT INT FIRMLY. ., R DAMAG 21-8 8.2 INSULATION: 8.2.1 DUCT WRAP INSULATION: AIR CONDITIONING DUCT WORK SHALL BE EXTERNALLY INSULATED WITH FIBERGLAS E-D OR J-M FSK. SEE DRAWINGS FOR ACTUAL REQUIREMENTS. 8.2.2 THE INSULATION SHALL BE NEATLY CUT AND FITTED TO THE DUCT SURFACE WITH OVERLAPPING ALL JOINTS 2" SECURED WITH OUTWARD-CLINCH STAPLES 4" ON CENTERS. ON DUCTS 24" OR GREATER IN WIDTH THE INSULATION ON THE UNDERSIDE OF THE DUCT SHALL BE SECURED TO THE SHEET METAL SURFACE WITH POSTER'S ~~81-99, 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. 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 POSTER'S NO. 60-30, OR EQUAL, VAPOR BARRIER MASTIC. 8.2.3 MEAT ROOM DUCT INSULATION: ALL DUCT SHALL BE INSULATED ON THE OUTSIDE WITH 2" THICK JOHNS- MANVILLE NO. FSK 814, FIBERGLAS ~~703 OR PRIOR APPROVED EQUAL, FIBER GLASS DUCT INSULATION. INSULATION SHALL HAVE A FACTORY APPLIED VAPOR BARRIER FACING OF FOIL SKRIM KRAFT. 8.2.4 APPLICATION FOR 3 LB. INSULATION BOARD: ALL INSULATION SHALL BE APPLIED WITH EDGES TIGHTLY BUTTED. INSULATION SHALL BE IMPALED ON PINS WELDED TO THE DUCT AND SECURED WITH SPEED CLIPS. PINS SHALL BE CLIPPED OFF CLOSE TO SPEED CLIPS. SPACING OF PINS SHALL BE REQUIRED TO HOLD INSULATION FIRMLY AGAINST DUCT SURFACE BUT NOT LESS THAN ONE PIN PER SQUARE FOOT. ALL JOINTS AND SPEED CLIPS SHALL BE SEALED WITH GLASS FABRIC SET IN BENJAMIN FOSTER 30- 35, OR A WIDE STRIP OF SAME FACING ADHERED WITH "HARD CAST". 9. INSTALLATION AND Vf/ORKMANSHIP 9.1 PIPE, JOINTS, AND CONNECTION-WORKMANSHIP: 9.1.1 PVC JOINTS: CLEAN SOCKET AND PIPE ENDS WITH APPROVED CLEANER. LIBERALLY APPLY SOLVENT CEMENT TO BOTH SOCKET AND PIPE ENDS. MAKE UP JOINT FIRMLY. 9.2 DAMAGE BY LEAKS: 9.2.1 THIS SECTION SHALL BE RESPONSIBLE FOR DAMAGES TO 21-8 THE EQUIPMENT IN THE SECTION, THE GROUNDS, WALKS, ROADS, BUILDINGS, PIPING SYSTEMS, ELECTRIC SYSTEMS AND THEIR EQUIPMENT, AND ANY CONTENTS, CAUSED BY LEAKS IN THE PIPING SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED HEREIN. HE SHALL REPAIR AT HIS EXPENSE ALL DAMAGE SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY THE ARCHITECT AND ENGINEER. 10. CONTROLS (ELECTRIC) FURNISHED BY PUBLIX AND INSTALLED BY ELECTRICAL CONTRACTOR. 10.1 INSTALLATION: 10.1.1 CONDUIT, LINE VOLTAGE WIRING, CONTACTORS FOR EQUIPMENT, AND INTERLOCKING CIRCUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 11. EXFLANATION AND PRECEDENCE OF DRAVffINGS 11.1 FOR PURPOSES CLEARNESS AND LEGIBILITY, THE MECHANICAL 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. 11.2 THE DRAWINGS INDICATE SIZE, CONNECTION POINTS, AND ROUTES OF DUCT AND PIPE. IT IS NOT INTENDED, HOWEVER, THAT ALL OFFSETS, RISES AND DROPS ARE SHOWN. INSTALL AS REQUIRED TO FIT STRUCTURE, AVOID OBSTRUCTIONS AND RETAIN CLEARANCE, HEADROOM, OPENINGS, AND PASSAGEWAYS WITHOUT ADDED COST TO THE OWNER. 11.3 SHOP DRAWINGS ON ALL EQUIPMENT SHALL BE FURNISHED BY THIS SECTION, AS REQUIRED, TO MEET SPACE REQUIREMENTS AND CODE. 11.4 ALL APPARATUS SHALL BE LOCATED SYMMETRICAL WITH ARCHITECTURAL ELEMENTS, BE INSTALLED AT EXACT HEIGHT AND LOCATIONS AS SHOWN ON THE DRAWINGS. 11.5 ALTHOUGH THE LOCATIONS OF THE EQUIPMENT AND PIPING 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. l l.b SUBMITTAL OF BID SHALL INDICATE THE CONTRACTOR HAS EXAMINED THE SITE AND DRAWINGS AND HAS INCLUDED ALL REQUIRED ALLOWANCES IN HIS BID. NO ALLOWANCES SHALL BE MADE FOR ANY ERROR RESULTING FROM CONTRACTOR'S FAILURE 21-9 TO VISIT JOB SITES AND TO REVIEW DRAWINGS AND BID SHALL INCLUDE COSTS FOR ALL REQUIRED DRAWINGS AND CHANGES AS OUTLINED ABOVE, ALL AT NO ADDITIONAL COST TO THE OWNER. 12. ELECTRICAL 12.1 THE ELECTRICAL WORK FOR ALL EQUIPMENT FURNISHED HEREIN SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, AND THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DISCONNECT SWITCHES, WIRING, CONDUIT AND ACCESSORIES IN ORDER TO PROVIDE A COMPLETE OPERATING SYSTEM. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ELECTRICAL SECTION OF THE SPECIFICATIONS. 13. TESTING, ADJUSTMENTS AND OPERATION 13.1 A MINIMUM OPERATING TIME OF 24 HOURS SHALL BE REQUIRED ON THE COMPLETE SYSTEM. THE ARCHITECT SHALL BE NOTIFIED WHEN PROPER OPERATION IS ACHIEVED SO THAT WITNESS-TESTING OF THE COMPLETED OPERATING SYSTEM MAY BE DONE. 14. PAINTING AND NAMEPLATES 14.1 NAMEPLATES SHALL NOT BE PAINTED. 14.2 ALL SWITCHES, STARTERS, AND MAJOR PIECES OF EQUIPMENT SHALL BE IDENTIFIED WITH BLACK PLASTIC NAMEPLATES HAVING WHITE LETTERS. 15. DRAWING OF RECORD 15.1 TWO (2) COMPLETE SETS OF BLUE LINED MECHANICAL DRAWINGS WILL BE PROVIDED FOR THE PURPOSES OF SHOWING A COMPLETE PICTURE OF THE WORK AS ACTUALLY INSTALLED. 15.2 THESE DRAWINGS SHALL SERVE AS WORK PROGRESS REPORT SHEETS AND THE CONTRACTOR SHALL MAKE ALL NOTATIONS, NEAT AND LEGIBLE, THEREON DAILY AS THE WORK PROCEEDS. THE DRAWINGS SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED BY THE MECHANICAL ENGINEER. 15.3 AT COMPLETION OF THE WORK, THESE "AS-BUILT" DRAWINGS SHALL BE SIGNED BY THE CONTRACTOR, DATED AND RETURNED TO PUBLIX. 16. TESTING AND BALANCING SYSTEMS 16.1 PUBLIX SHALL PROVIDE AT PUBLIX COST A TEST AND BALANCE 21-10 CONTRACTOR. THIS SERVICE SHALL BE DONE WITH THE A/C CONTRACTOR ON THE JOB WHILE TESTS ARE MADE, SO THAT PROPER ADJUSTMENTS CAN BE NOTED. 16.2 TESTING AND BALANCING SHALL BE PERFORMED IN COMPLETE ACCORDANCE WITH AABC STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATIONS FORM NO. 81266 VOLUME ONE. AS PUBLISHED BY THE ASSOCIATED AIR BALANCE COUNCIL. 16.3 INSTRUMENTS USED FOR TESTING AND BALANCING OF AIR AND HYDRONIC SYSTEMS MUST HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX (6) MONTHS PRIOR TO BALANCING. ALL FINAL TEST ANALYSIS REPORTS SHALL INCLUDE A LETTER OF CERTIFICATION LISTING INSTRUMENTATION USED AND LAST DATE OF CALIBRATION. 16.4 THREE (3) COPIES OF THE COMPLETE TEST REPORTS SHALL BE SUBMITTED TO THE PUBLIX REFRIGERATION DEPT. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 16.5 PUBLIX SHALL FURNISH TO THE BALANCING AGENCY A COMPLETE "^ SET OF PLANS AND SPECIFICATIONS AND AN APPROVED COPY OF ALL EQUIPMENT SUBMITTAL DATA, AND SHOP DRAWINGS BEFORE BALANCING BEGINS. 16.6 THE TEST AND BALANCE AGENCY SHALL INCLUDE IN THEIR WORK THE SERVICES OF ONE CREW FOR A TIME OF ONE DAY THROUGH 100 TON CAPACITY, 2 DAYS 101 TO 200 TONS, ETC. OR LARGER IF REQUIRED, FOR CORRECTING AFTER OCCUPANCY DUE TO UNFORSEEN IMPOSED LOADS, A COMPLETE CHECK OF ALL SPACES IN THE OPPOSITE SEASON FROM THE BALANCE, AND A WARRANTY PERIOD TO MATCH THE MECHANICAL CONTRACTOR'S. 16.7 THE TEST AND BALANCE AGENCY SHALL FURNISH TO PUBLIX A STANDARD "NATIONAL PROJECT CERTIFICATION PERFORMANCE GUARANTY" AS ISSUED BY THE ASSOCIATED AIR BALANCE COUNCIL. 16.8 THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE SUFFICIENT TIME BEFORE THE FINAL COMPLETION DATE SO THAT TESTS AND BALANCING CAN BE ACCOMPLISHED. THE CONTRACTOR SHALL PUT ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE OPERATION OF THE SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. THE CONTRACTOR SHALL PROVIDE IMMEDIATE LABOR AND TOOLS TO MAKE CORRECTIONS WHEN REQUIRED WITHOUT UNDUE DELAY. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT THE COST OF PULLEY AND BELT CHANGES, AND BALANCING DAMPERS AS REQUIRED FOR BALANCING AS RECOMMENDED BY THE TEST AND BALANCE AGENCY AND APPROVED BY THE ENGINEER. 17. GUARANTEE THE CONTRACTOR SHALL HAVE OVERALL RESPONSIBILITY FOR GUARANTEEING ALL MATERIALS AND WORKMANSHIP COVERED BY THIS 21-11 SECTION FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ANY DEFICIENCIES REPORTED TO HIM SHALL BE PROMPTLY REMEDIED IN SUCH A MANNER AS TO CONFORM TO NEW CONDITION. CONTRACTOR SHALL TRANSMIT ALL APPLICABLE WRITTEN GUARANTEES AND EQUIPMENT MANUALS TO PUBLIX AT THEIR REQUEST. 21-12