Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit 2395 Mayport Rd (vault)
CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S1 TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM: 852-5800 - http://ci.atiantic-beach.fl.us December 19, 2001 North Lake Foods Inc. Attn: Mr. Richard Higginbothan -5912 Breckenridge Parkway, Suite A Tampa, FL 33610-4200 Subject: City Code: Chapter 17, Signs and Advertising Structures Amendment Dear Mr. Higginbothan, This is to notify you that the Waffle House business sign located at 2395 Mayport Rd in Atlantic Beach, which was previously identified as being in violation of City Code is no longer considered in violation. On December 10, 2001, the City of Atlantic Beach's City Commission amended the Sign Ordinance to allow all non-conforming signs that were previously permitted to remain in accordance with the adopted conditions. This amendment was the result of investigations related to numerous complaints about nonconforming advertising structures. Upon close examination, numerous business signs throughout Atlantic Beach, though previously permitted were found to be in violation of the City's existing sign ordinance. In fairness to those businesses whose signs were properly permitted, and maintained, and posed no risk to public safety, the Sign Ordinance was amended. A copy of this amendment has been included for your edification. Should you have any questions, comments, or concerns, you can contact the following Departments at these numbers: Code Enforcement (904) 247-5855, Zoning (904) 247- 5817, Building Permits (904) 247-5826. A EXAND R J. SHERRER Code Enforcement Officer C: Public Safety Director 3.0 X S,© % (, I V(-O Y 33-4 - 101 ) Obl, b !3.0 *Y3.0 • 9. 0 Y S= ` !!,o Y 96 • Z, ��O ,o �c 2.9. 71 - Vil 0(69, 2- i ,2S.v x lS= 37,5 20,3 ?6t. xS � l2.. s' 9, <t9. G I! 'I i !STr E� LAI-LS . �IG4)196.4 xtX) ; („2-`1)000 X 1 .335 t3 69 . 69 S-ic &Cq"o , 1 �' STL , tPr-_ vlr.394L( W(4LL. Bz.G 5 oZ i i SASE LSA t-c s . 190,6i. -To QV-. v3e..t) % G`-O''v 11-'-6 ' 1�-•S ��t,�tuS. i C�I. SXGxt�.,5) tSoXG,,�S 3 3-7. S X I �o x 6•J.S = 316, '-1 0&, x S + WT , Or Sl4o 4 STWrl-L = 2., 74 <- Dv 319 .) 1S1 � 831 .31( x.13) 931, 3 4 > 1 9s,,3 96.14 o'er I i ��// nCITY OF n& � l3 t'°f -"f/}� v Office of Building Official REQUEST FOR INSPECTION Date Y Permit fdo. Time A.M. Received _ P.M. Job Address Locality Owner's p Name Contractor BUILDING CONCRETE ELECTRICAL ( PLUMBING ` MECHANICAL Framing n, Footing ❑ Rough Wiring 1—, -01-, AIr Cond. 8 Re Roofing ❑ Slab Ci Temp Pole U Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab _ I Mon. Tues. Wed, Thurs. Friday I Inspection Mader/"! _ P.M. Inspector Final Inspection i Certificate of Occupancy f"1 Date w .i � M �.. 771 Ion oRao +fir` �� ' ju u , . t ; RU ffv€ wo ' "` ► ; k £ I I r�i ;y�x y■� 2 5 o' A 1 z 71, -! r � LLA" { t r., ",,.. .. iT� ��Sw 1111111M w A# . -Its WOW lu�.►stOE OT . o zio f. . IN f , Aj 'Cf THIS TOL% + *0 ftAMWW"CH ARE PAW fq% OT s yy .� ZO t 7777 TI_N 05 '96 09: 11AF1 ATL BCH CITE' HALL P.1 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION, �3c�5 fo rr f-�Q0.(� OWNER OF PROPERTY:O 01'�1 La-v-p— �b 4 8s �_V� PLUMBING CONTRACTOR- f.•Q� F_rU tonmev Svc S. =v c , CONTRACTOR'S ADDRESS, u ° '� �0Y''M0.h �U .�WC'F�• 3aaa� STATE LICENSE NUMHER:C c- Oz-an o-�, ET LEPHONE c�o�) 9 5 _�� jj � t HOW MOY OF THE FOLLOWING FIXTURES 14W44bbED C( v j\ r ed' SINKS SHOWERS I LAVATORIES _ L WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER ( y'\ ; 3 C-- . TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE a $25.00 SIGNATURE Or OWNER- _._.._. SIGNATURE OF CONTRACTOR: ---------------------------------- ----------------------------------------- INSTALLATION OF PLUMBING AND FI RES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834, NoRTHOLAKE FOODS INS. DARYL SAYLOR Executive Vice President � @r � of Support Services r= 1996y September 3, 1996 Mr. Don C. Ford, Building Official City of Atlantic Beach - Florida 800 Seminole Road Atlantic Beach,FL 32233-5445 Dear Mr. Ford: It was a pleasure talking with you last Thursday. As we had dis- cussed, you will find that all of the deficiencies that were noted in your inspection on August 14, 1996, will be corrected by the Sep- tember 14 time frame. We certainly would appreciate it, however, if you allow us 60 days from Friday, August 30, or November 1 to comply with Item 6 - "ducts at A/C grills'sweating' indicates insulation is not sealed." We will need that amount of time to ascertain the appropriate corrective action and obtain our company's required three-bid process. Once again, thank you for your understanding. Sincerely, (C" Ya Daryl Saylor DS/gdd ., cc: Billy Martindale 1&,D(Cv"Po Ronnie Carroll p� Gwen Bostic b l ` �'fT ��� C7/�� r���� 5912 Breckenridge Parkway,Suite A,Tampa,FL 33610-4200 Telephone: (813)628-8444 Fax: (813)628-8080 CITY OF r�a�tt�c $'�ctc�i - ��ycida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 AugU t 22, 1996 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 North Lake Foods 5412 Breckenridge Parkway Suite A Tampa, FL 33610 Re: Waffle House Restauant#621 Dear Sir: An inspection was performed at 2395 Mayport Road on August 14, 1996 and enclosed is a list of items which need to be corrected within 30 days. A copy of this inspection has been left with the Manager, Ms. Bostick, at Store #621. A follow-up inspection will be performed on September 14, 1996. At that time we will determine if all code violations have been corrected. Thank you for your attention to this matter. Sincerely, Don C. Ford Building Official DCF/pah Enclosure cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF TYPE OF INSPECTION Atlantie &4d -9&UW4 ® BUILDING ® PLUMBING a !. _. ---- ------ ® MECHANICAL e ® ELECTRICAL 1940 ® OTHER SgIfet 'THE STANDARD CODES- INSPECTION REP()RT Waffle House Restaurant 621 - Mrs. Bostic Address 2395 Mayport Road Permit No. N/A Dat 8-14-96 Corp. North Lake Foods - 5412 Breckenridge Pkway, Suite A, Tampa, FL 336 0 Code Item Section Location and Remarks 1 NEC Door to Main Electrical Panel P will not close 2 NEC Door to Main Electrical Panel A will not close 3 SMC Supply A/C in rear area missing register 4 SFC Emergency Lighting covered up/could not test 5 SBC I Ceiling tiles falling down over grill area 6 SMC Ducts at A/C grills "sweating" indicates insulation is not sealed 7 SPC Valve leaking at urinal in men's room 8 1 NEC Recessed light rusted, falling out 9 NEC Exterior electric outlet at rear door broken 10 SPC Hot water heater leaking 11 SBC Hot water heater closet being used for storage 12 SBC Exterior vents rusted out-must be maintained as rodent proof 13 SBC Walkway tiles broken, missing next to public telephone 14 ADA I Signage missing at handicapped parking spaces 15 SGC Protective barriers knocked down next to gas tank NEC - National Electric Code SMC - Standard Mechanical Code SFC - Standard Fire Code INSPECTORS SIGNATURE SBC - Standard Building Code C., , ADA - American With Disabilities Act 70-5 �7�� a cr�- 'S SGC - Standard Gas Code NORMAL OFFICE HOURS PHONE NUMBER CITY OF TYPE OF INSPECTION ```,4E CIp`of: a' M�lauda O-BUILDING 0'PLUMBING a 9 MECHANICAL see a e a ET'ELECTRICAL OTHERf F_j.y 17NE STANDARD CODES" II�PECTION REPORq ��A � ff�vs� ;j ,�sT• Ln 2t -- M25 �C,�7"► c Address 2395- Permit No. 1= Date 0I�P. N6/171f �✓!�F /=sops SyrL �2rcC �/sQl 0��� /a�(a3 y. Svt7 (off/l�' s G ��' Code Item Section Location and Remarks � N �c, � ► � � l � ° � l t �� f � r l LJP (aucp N07 FSl c ° ) <.. 0 l t r r1C ' L S 6 ? tj rT A L C r7 SPC.- t_UL Lt AL '" (f ull"J LC(') 'S--K0611 C S OUT 4, cis 0 v r -- vS c Or s t- < --ra-F, LA A) i M Kfl 6 Tri e c/ ILS C 4 ,v - otj 1JATINJA �L F C-F-c CO PF S (A f��ok21 f� ��r'rz�fo�as W;,�T�sAa«(t°rs f�c7 r C �C)77 E SWC" JTr9 NgA/ZD(2 INSPEO��IGNATURE S. ( C �"�= rl J� o ccfA ST9Ao0) �—frZF_ C o9r� 5 _ Tfl pe 2 f) C6'9(- NORMAL OFFICE HOU RS PHONE NUMBER � � C UTILITY SERVICE AGREEMENT INFORMATION SHEET Date Executed1` -��-------------------------------------- T Developer/User ------------ ------------------------------------------------ ------------------------------------------------ ------------------------------------------------ Development Name �2L ( %'-&-- ----- ---•-- ---------------------------- ------------------------------------------------ ----------------------------------------------- Type DevelopmentL s2- �f :�� �ti7`" ---- -------- --------------------- ----------------------------------------------->- ------------------------------------------------ ------------------------------------------------ Location of Development -43,5;-�3 ------------ -- -------- -------------- -- ------------ --------- �. --Z-2Z2 ----------- ------------ --------------------------------- ----------------------------------------------------------------------------- FEES AGREEMENT AMOUNT PAID DATE PAID RECEIPT Inspection Water Impact 8 ��� • $ (��j ¢ / / # Sewer ImpactS (�,� J�' $ j�, 5 0 / / # Water Meters Miscellaneous TOTAL --------------- $- f cS2_cJ _ !� /? ----------------------------------------------------------------------------- Notes: Apo%, Hydrolic Share: Not Applicable-----/ Payment Due-----/ Refund Owed . - - "i-:., x _ l -` -✓e f" r ='r t. "� r._ .ti 4 :4 _ �.4-`_ r.. F-a»; ....".... .. ._....._.. ...r"'.„-._....r _._�....__. ,._.:..,...-rs_. -..._..,_,. .....-.. ...._.. ...Zr...fi. w+�1'S'-'�'r`-°-E'rta'ti. _...._.x:�:,",-v... +r.. :"..?Srx..`i�-'ii .�,_'L�`,T fM- `f".S i.� .4 -Y, ''F...j,-_�` '. CITY OF ATLANTIC BEACH No. 3525 FLORIDA .: . Jmxmry 7 1987 v . NAME North Lake Food Inc. x r ADDRESS 4� - _- 7060.00 TL - r u . - CITY 7Q609QQCKTO j 111 A 1 /137187 z 3525 90GEACG A V ' i .,d.� Impact Fee #43--343-3700 $65� 1000f . • Impact Fee x-343-5200 500 Waffle House -- Y �� lJl/ cap ...�"'_� arc ,c_.•...'` t_ 1.. ~.R' . When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment ,Ykr '.- sw _ CITY. OF ATLANTIC BEACH FLORIDA TRE,,s�R � �. IN _17 �-. • � .-� _ � ._ e .. r _ .Y r '..<; ` J T!'I.. i _ , 1_.'k 1 1- tl n V~ � -�- w! F.-'le. x -•o s i yv .....a.... _ ........�...�.a.+..w F�..:ti_..::, ,-... +�`+.....�r.w•.._•.c.ra.-....•i ::4..a.....La+:. -a... ... ti .1..... a a a.m�'_..��',CXUaf. tib:��^. 3'.Y�i. ._.:Y._W`+m-v..�-.-w ra.�i�1+.�"i�.i� �� ' _� y CITY OF ATLANTIC BEACH No. 3525 .. FLORIDA Jam' 7 87 NAME North Lice Food Inc, 19 ADDRESS CITY 7060.Ql1 TL 7 060.DOCKTO 72 7 7 3 25 � " 46 Water Impact Fee 443-343-3700 81 2 1 ij t�d7ra7 � N ' � ,� 47 Sesser Imact Fee �-343-5200 $6��b0 1000! 500 Waffle ] -� '�-- }r �� House �r�lz -R( Tye YY L w� �„^6 r �•Y ...1 -�+� � _ ate -wc�i'b tier?1` k' �•�Y'-=••a`+ ::__t..r �z`-_ � -r •� 4T•-v� .rid y ti.T ! .STS T•s t� t r�C': When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY- OF ATLANTIC BEACH, FLORIDA :. k'`` s= ;� TREASURER vi'rrL< '�"�A�+��6rr.4'w3`n�7- ,r-•v��r �='S^y'•-�aC�`s"�s� �=��'t!4.�' +�" ^ea��t,:� 't. 21:11 ` - '`. ,' _ �, .... ''Si$S+'.+Y2'Sli` x'� T+••rA,_w ,1KI,,.zr'tTv..�yZG'.•a� �j?,%j���`4 •.,.Cy jy, -",vsyt -s„7,.yltw��'i•i\'A"''y. :!=_r•.- .fi::� _;ti '��`.iQ..�V-J�4'-JTs,TC3,Y!�-•�n��r��++�..d��� ft T�(,�c�,"�a�'tfvS'�t�+s.'S'.(^T�-'k��• � y - _ •�•.. "_ t t!._. �...'�'f Y � 1 t.., taw�' ,y,..�� ir ���' '� - � ... .-'. 50 P.S.I. NORMAL REQUIREMENTS - 1701000 GPL/DAY WATER PRESSi n ,__T,...-TY QZrL.STIO":TrAir%C. - 11A= c IACI1TIuN: ZOO%) ,d l� � �4�. 0�7'" �� •�. A. NAME OF WATER UTIL ry/SUPPLY SOUK: City of Atlantic Beach Street Address: 716 Ocean Blvd. Atlantic Beach, Fl. 32233 (# & Street) (City/'Towii) (state) (zip Co Mailing ?,ddress: P.O. Box 25 Atlantic Beach, Fl. 32233 (# & S tree Box) Ci Ey/ (Mn)1' 5 ip Engineering/Service Contact: R.A. Braid, Dir. Public Services (904) 246-2766 Name (`relep►none) (Fxtensi.on Additional Contacts: Richard C. Fellows, City Manager (904) 249-2395 (Name) (Telephone) (Extension Develop. Coord. 904) 249-2395 (Nan--.) (Telephone) (Extern n Name ('Telephone) (Extension B. EXISTING SERVICE: 1. Is Water Service Available To ,Serve Property? Yes ( x) No `2. Where Is Closest tiain Zb Property? At Mayport Rd. WitHin Property Easement 3. Size Main? 8 " 4. �Doyou have a underground service on this property? Yes ( X) No If Yes, prove map. (See Survey) 5- Perks On Existing Service and/or Alternatives To Water Supply: N/A C. NEW SERVICE: 1. lReccmnend Water Softner Device? Yes ( X) No a. If "Yes," Is Copy of Water Analysis Data (Grains of Hardeness) attached? f'� . Yes ( ) Nox 2. Cost Factors Chargeable To Custaner - Estimates: a. Extension Frcm Main To Property Line? Yes ( ) $ @ Ft. No b. Metier Fees: 1" • $ 14" $ All $ 20 $ c. Tap Fees/Connection Fees? Yes ( x) $ No d. Participation/Pro-Rata Fees? Yes ( X) $ No e. Bond, Escrow, Letter of Credit F_cparer=- is for Off-Premise Work? Yes ( x) No f. Service Deposit? Yes ( x) $ No g. Raniarks On Cost Factors-Estimltes: Water $350.00 Sewer $600.00 3. Required Clearances To Sewer Lines? Yes ( x ) 10 Ft. No 4. Plan Requirements? Detail sheet on Utility specifications and proposed locations 5. Who May lozkc Service Appl iui:icu ? Owner's Authorized representative 6. Will Utility Deliver Water Service To Proposed Waffle House Restaurant? Yes (X )1,t a. If "No," What Are IAcal Alternatives For Water Supply? 7. Who Handles Easement matters For Slater? Rene' Angers 904 249-2395 (Name) (Telephone) (ExtensiC D. ADDITIONAL CC [US: All approvals prior to construction start UTIL:-. C OL%1PANY/SOUr�M. : City. of Atlantic 'Beach N l�nigt�.� T9.4% _i, i BY: Iib ��a t ST. (Signature) (TiUe) (7Rlc•avnVL. ZZ21� nr err. WWW utn��� •N�,,., (p �/�,LkICIVICt '-pOct S • lAt--!"111 REQU 1REMrNTS 1700 1000 C /'JAY 6( k ST tII'TL i y Q11j .S?'1.0WC-� RE - S7-`E_- �,__?�I10E FL �1si ,� IlJCF iON: NwTT c*rZ2st- � �� S w�. Sr`+ i. V, A. rWE' OF SEWER UTILITY/SUPPLY SOUR= City of Atlantic Beach Stre6t rddreSS: 716 Ocean Blvd. Atlantic Beach, Fl. 32233 (# & Street) (City/Todii) (State) (2-ip C Mailing Address: P.O. Box 25 Atlantic Beach, Fl. 32233 # & Street 1'0 Box) , (City/rawn) (State) (zip C Engineering/Service Contact: R.A. Braid, Dir. Public Services (904) 246-2766 Name) (Telephone) (Extension Additional Contacts: Richard C. Fellows, City Manager (904) 249-2395 (Nares) ('Telephone) (Extension Rene' Angers, Community Develop. Coord. (904) 249;2395 (Name) (Telephone) (Extension Nzune) (Telephone) (Extension B. EXISTING SERVICE: 1. Is ' Sewer Servide AvZilable To the Property? Yes ( No a. If "No," Is Septic System Approvable? N/A Yes ( j No (1.) If "Yes" to Septic, Who Has Jurisdiction & Control? 2. Where Is Closest Main To Property? In propertiy Easement parallel to Mayport Rd. • a. Size of Main? g " 3. Mere Is Closest Manhole To Property? At Property line Manhole # 5 a. Top Elevation: 13.5 b. Bottan Elevations 5. 15 4. Do you have any underground lines -on this property? Yes (X ) No If yes, provide map. (On Survey Map) C. NEW SERVICE: .1.- Cost Factors Chargeable Zb Custarer - Estimates: a. Extension From Main To Property? Yes ( ) $ @ Ft. No (1.) Preferred Material: CIP ( ) PVC ( x ) Other; or Ductile Iron (2.) Off-Premise Manholes r Yes ( ) $ Ea. No (3.) Tap/Connection Fees? Yes (x ) $ No b. Participation/Pro-Rata Fees? Yes (x ) $ No { c. Bond, Escrow, Letter of Credit Requirements for Off Premise Work? Yes (x j No d. •Service Deposit? • Yes (x ) $ No e. Remarks On Cost Factors - Estimates: Sewer Connection $600 (Est.) 2. Carments On Grease Traps: Required Size 3. Required Clearances To Wat= Lines? Yes ( X) 10 Ft. pip 1 4. Who Handles Easement Matters For Sewer? Rene' Angers • (904) 249-2395 \ Nawe (Telephone) Extensi( 5. Plah Requirements? Detail Sheet on Utility Specifications and proposed locations 6. MO May Make Service Application?. Owner's Authorized Representative 7. Will Utility Deliver Sewer Service To Proposed Waffle IIouse Restaurant? Ycs ( x) pk S. Additional Ccrrments: _All approvals & fees prior to construction start UTILT'TY =TPrM/SOUR=, : City of Atlantic Beach By: ~ UTILITIES WORK ORDER Owner/Contractor- Street Address Lo q� Block# ubdivis ion Type of Building WATER METER INSTAU-ATIOtd Address Size Account . Meter:i Meter • ; •'• (if multi-�fami.ly) Ydter' Nu 2Pr_ N� ,Pr Readung /& _ rr ,I i Date Installed: By, •' ..t.•�.J 3DB., . •. J// /�/ {�// , /� �`..yc,{..�f.� .}, YES NO Locate Water Locate Sewer ' Make Water Tap Make STer Tap .AF HOUSE -395 Mayport Rd. MATERIAL AND LABOR RECORD OUANTRV MATERIAL USED PRICE AMOUNT 1 1 1/2" X 8 PVC SADDLE 18 5 —2_ 1 I' mpp STLLp 9, 8 r; 70--. " _1 0c; 21F.r 1 1 2" Pvc PIPE 30 6 30 2 1 1/2 119009 41 82 1 1 1/2" GATE VALVE 12 170 12 70 2 1" CURB S'T'OP 17 40 34 80 1 1 1/211 PVC TEE 1 2 1 72 2 1 12 X 1" 7 1 14 2 R II O II 1 20 21 40 2 1" MALE ADAPTERS 5 —1 go 4 MM EMS _ .12JOB _ _.24 COMPLETED? YES ❑ NO ❑ Sub-Total $130 95 DATE BILLED 10 — �3 DATE MECHANIC OR HELPER W'OPo(OONE NRS. RATE AMOUNT continuation 1 Back Hoe 5 hrs 175.. x_ 2 Trucks -- 1 nn D.0__ s - _$3 30% Labor O.H. 25 19 Total Labor Cos $109 14 TOTAL MATERIAL COST 1 4 4REMARKS: TOTAL LABOR COST 109 Equip. COSTS 275 TOTAL COST � ..` UTILITY AGR=NT (Water and Suer) THIS AGI', made and entered into this 5th day of January 1987 , by and between the City of Atlantic Beach, Florida, a municipal corporation, hereinafter referred to as "City", and L-Inrtb Take Foci is , Inc. and its successors and assigns herein referred to as "User". VEREAS, User owns land in Duval County, Florida, described as follows: See Site Plan; south of Comfort Inn, Mayport Road and WHEREAS, User plans to develop said land by constructing one buildings, residences and/or other improvements thereon consisting of Waffle House Restaurant and W[T-M.S, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and tiIEREAS, User will need water and sewer service, and User desires City to furnish same; and T, ERF.AS, City is willing to operate such water and sewage treatment system so that all buildings constructed on User's property by User may have furnished to them water and sewer service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: (2) 1. Upon the terns and conditions herein contained, the City agrees to provide potable water and domestic sewer services to the User's Property. The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows: Human waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste, 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations. 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to connect City's plant to; the User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings more than two stories in height are constructed on the User's property, the User, at its own expense, agrees to furnish to the City any equipment which may be necessary for pumping potable water to the additional height with associated back-flow preventers. (3) At all times during the construction of the potable water and domestic sewer lines and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the domestic sewage disposal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swimming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement prior to being covered up. City shall only be obligated and will only provide water and sewer service to User's property upon 100% completion of all terms and conditions of this Agreement. 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee. 5. User shall pay City a "Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise (4) provided in the City's Code of Ordinances, 6. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Inpact Fee, Water Impact Fee, Planning/ Inspection Fee and Water Peter Charges, shall be made in full at the time- City imeCity approves the plans. 8. In the event, at a future date, City's charges, rate schedules or fees are revised, subject to the operating rules and regulations and approval of governmental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or fees then in effect on date of payment. 9. Hydraulic share of main extensions--payment or refund; User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refund to said prior developer User's share of the cost of said main extension or other improvements. Accordingly, User shall pay its pro rata share of the cost of said main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ With respect to utility facilities installed by User to which !future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said (5). future developer's pro rata share of the cost of said facilities, Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible, The refund obligation of City hereunder and the benefits to User related thereto shall expire five (5) years from the date of execution of this Agreement, Said refund shall beTade to User within sixty (60) days of the receipt of payment by City from a future developer, 10, If any damage is done by User, its agents G or employees, to the existing potablO water lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, make such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the making of said repairs. All costs incurred by the City in making such repairs shall become immediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to process or substantially detrimental to the sewage system, 12. This Agreement shall be beinding upon the parties hereto, their successors in interest, grantees, transferees and assigns. In the event User transfers any part of the User's property, it will cause its transferee to comply in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any suns due hereunder when the same becaue due and payable. Nothing herein contained, however, not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any purpose or water at any particular pressure for any purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by low pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided, however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner terminated as provided herein, the initial term of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be amended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WHEREOF, the User and the City have caused these presents to be executed the day and year first above written. e , sealed and elivered in the presence of: r Witness f City—o t antic Bea Wi ess UTILITY SERVICE AGREEMENT Cost Recap 5. Sewer Impact Fee $160. 00 per seat @41 seats $6, 560. 00 Water Impact Fee $10. 00 per fixture unit @500 fixture units 500. 00 ----------- $7, 060. 00 CIVIL, SANITARY AND ENVIRONMENTAL 1-1 ie n h e a d ENGINEERING & PLANNING �n ineerin 6800 Southpoint Parkway, Suite 901 Jacksonville, Florida 32216 C rYl o n Phone 9041739.2797 Neil Aikenhead, P.E. Rea-Silvia Costin, P.E. December 22, 1986 Mr. Robert Braid, Director Atlantic Beach Public Works Department 495 Donner Road Atlantic Beach FL 32233 Re: Waffle House, Mayport Road Atlantic Beach, Florida 3-Set Review Submittal Dear Mr. Braid: Attached for your review are three (3) sets of the design drawings for the referenced site. The building permit application will be forthcoming on this project from the Architect under separate cover in the near future. Your review of the attached, to allow timely review by your department of the building permit application, will be greatly appreciated. If you have any questions regarding the above or attached, please call me. Your earliest possible review and comments will be greatly appreciated. Sincerely, Rea-Silvia Costin, P.E. RSC:dj encl. xc: Richard Higginbotham w/encl. City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND ^WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE _____WATER CLOSET, TANK OPERATED (4) ^VALVE OPERATED (8) BATHTUB/SHOWER (2) -----URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) -----FLOOR DRAIN ( 1) SHOWER STALL DOMESTIC (2) ____-LAUNDRY TRAY (2) LAVATORY ( 1 ) ____-COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) -----POT, SCULLERY SINK (4) _____DISHWASHER (2) -----WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY ( 1) KITCHEN SINK WITH WASTE ~GRINDER (3) _____DENTAL UNIT OR CUSPIDOR ( 1 ) BIDGET (3) _____URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _____DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) __-__LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) _____URINAL STALL, WASHOUT(4) TOTAL FIXTURE UNITS @ $10. 00 EACH JOB INFORMATION CIVIL, SANITARY AND ENVIRONMENTAL (� ie n h e a cJ ENGINEERING & PLANNING En ine rin 6800 Southpoint Parkway, Suite 901 Jacksonville, Florida 32216 C mganu Phone 904/739.2797 Neil Aikenhead, P.E. Rea-Silvia Costin, P.E. December 22, 1986 Mr. Robert Braid, Director Atlantic Beach Public Works Department 495 Donner Road Atlantic Beach FL 32233 Re: Waffle House, Mayport Road Atlantic Beach, Florida 3-Set Review Submittal Dear Mr. Braid: Attached for your review are three (3) sets of the design drawings for the referenced site. The building permit application will be forthcoming on this project from the Architect under separate cover in the near future. Your review of the attached, to allow timely review by your department of the building permit application, will be greatly appreciated. If you have any questions regarding the above or attached, please call me. Your earliest possible review and comments will be greatly appreciated. Sincerely, Rea-Silvia Costin, P.E. RSC:dj encl. xc: Richard Higginbotham w/enol. ---------------------------------------------------------------------------- 12/26/86 Rene: I'll hold on to two sets of the plans unless you need another copy. Please let me know when the neccessary fees have been collected. t Revised 12/21 /85 WAFFLE HOUSE P .O. Box 6450 Norcross , Gergia 30091 404-447-4488 SPECIFICATIONS FOR A STANDARD 41-SEAT 78 ' WAFFLE HOUSE SPECIFICATION # C� _ UNIT 2400 Mayport Road Atlantic Beach, Fla. 32233 LOCATION:-- _ �N_ __ Permit Prints 12/29/86 TABLE PAGE AFFIDAVITS AND LIENS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ASPHALT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 BACKFILL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 CARPENTRY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 CEILINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 CERAMICTILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 CHANGEORDERS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 DOORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 DUMPSTER PAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 ELECTRICAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 EXCAVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 FASCIA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 FINISHES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 GENERAL CONDITIONS . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 HVAC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 INSPECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . 29 INSURANCE AND BONDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 MASONRY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 OWNER' S REPRESENTATIVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 PERMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PLUMBING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 PLUMBING FIXTURE SCHEDULE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 :ROOFING AND SHEET METAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 SPECIALTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 STOREFRONT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 STRUCTURAL STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 EXECUTIVE OFFICES - 5986 FINANCIAL DRIVE NORCROSS , GEORGIA 30071 l DIVISION 1 - GENERAL CONDITIONS 1 . 1 GENERAL CONDITIONS A. These general conditions shall govern all general contracts , subcontracts , specialty contracts , and purchase orders for all crafts , vendors , and suppliers on this project . All contractors shall include these conditions in all subcontracts or purchase orders for materials included in the job . B . The contractor assumes all risks , hazards and conditions in connection with the performance of the contract . If the performance of the contract involves a greater expenditure of money than the contractor expected at the time of bidding , no allowance will be made on account thereof , and the contractor shall continue with and complete the work . C. This specification and the accompanying drawings are intended to describe and provide a finished piece of work . They are intended to be cooperative , and what is called for by either plans or specifications shall be as binding as if called for by both . The contractor shall understand that the work herein described shall be complete in every detail . He shall provide all labor and materials necessary for the entire completion of the work . He shall not avail himself of any unintentional error of omission . Should any error or inconsistency appear in the drawings or specifications , the contractor , before pro- ceeding with the work , shall notify the owner ' s representative , in writing , for proper adjustment . In no case shall the con- tractor proceed with the work when uncertainty exists . D . Should any dispute arise as to the quality , fitness of materials , workmanship or interpretation of the plans and specifications , the decision shall rest with the owner or his representative . This decision shall be based on the requirements that all work done and materials furnished shall be in strict accordance with the plans and specifications and the standard construction practices in erecting buildings of a similar type . E _ Where interpretation of plans and specifications is needed , the contractor shall submit with such promptness as to cause no delay in his or any other contractor ' s work , three copies of amplified details and schedules for the approval of the owner ' s representative . One is to be returned to the contractor approved , and two to remain in the owner ' s file . F . Titles to chapters and paragraphs in these specifications are indicated merely for convenience . They shall not be construed as a correct or complete segregation of the units of material or labor . No responsibility is assumed by the owner for omissions or duplications by the contractor or his subcontractors , due to real or alleged error in arrangement of matter in these speci - fications . pg . 2 G . It shall be the duty of the contractor to verify all dimensions given on the drawings and to report any errors or inconsistencies to the owner ' s representative . In submitting a proposal , the owner assumes that bidder has examined and familiarized himself with the site and has carefully checked all the details and assured himself that they conform in every respect with the local and state requirements . ignorance or failure of the contractor or subcon- tractor to examine or familiarize themselves with the site will not be accepted as an excuse for claims to extras or additional payment above the negotiated contract price . H . The owner ' s representative shall , within a reasonable time , make decisions on all points brought up by the contractor , on matters relating to the interpretation of the plans , specifications , and execution of work . I . It shall be the duty of the general contractor to see that all subcontractors are fully informed in regard to the general con- ditions and preliminary specifications . J . All materials shall be new and of the best quality . Workmanship shall be the best . The contractor will furnish satisfactory evidence as to the kind and quality of materials , if required . Each sub-part of this document provides further detail . 1 : 2 PERMITS AND REGULATIONS A . The owner has obtained the general building permit , paid other associated tap fees , and obtained permits required to begin work . The owner will furnish same to the contractor . B . The contractor is to obtain all other necessary permits , certi - ficates and inspections , licenses and bonds required by the owner or local code . He is to observe all Federal , State , local laws , ordinances , rules and regulations in carrying on the work , par- ticularly in the use of streets , alleys , sidewalks , and neighbor- ing property . The preservation of the public health safety and sanitation are required . C. If the drawings and specifications are at variance with any Federal , State or local law, ordinance , rule or regulation , the contractor shall notify the owner ' s representative , in writing , before work is performed . The value of necessary changes shall be adjusted before proceeding with that work . If any of the con- tractor ' s work is done contrary without such notice , he will bear all cost arising therefrom. D. The contractor shall obtain an occupancy permit and deliver the same to the owner at the completion of the work . Owner shall pay necessary fees and obtain Health Department permit . - t pg . 3 1 : 3 THE OWNER' S REPRESENTATIVE STATUS A. The owner ' s representative shall be responsible for general super- vision of the work . He is the agent of the owner . He has author- ity to stop the work whenever , in his opinion , such stoppage may be necessary to insure the proper execution of the contract . B. The owner ' s representative shall within reasonable time make de- cisions on matters relating to the interpretation of the plans , specifications and the execution and progress of the work . C. Communication delivered to the foreman by the owner ' s repre- sentative shall be as binding as delivered to the contractor . D . The owner ' s representative is authorized to approve written change orders . 1 : 4 INSPECTION AND CHANGES A. The owner ' s representative shall have access to the work B . If the specifications , the owner ' s representative instructions , laws or regulations require any work be tested or approved , the contractor will give the proper authorities timely notice of its readiness for inspection . If work should be covered without approval or consent , it must , if required by the proper authorities be uncovered for examination at the contractor ' s expense and re- main uncovered until properly tested and approved . C. The owner ' s representative may inspect or require special testing beyond the scope of the plans , specifications or local codes . If the results of special inspection or the tests meet the standards required by the plans or specifications , the owner shall bear the cost of such inspection or tests . If the results do not meet the standards required by the plans , specifications or local codes , the contractor shall bear the cost of such inspections and tests as well as the cost of re-doing the work . D . The contractor shall coordinate with owner ' s representative for a slab inspection to be done by Waffle House , Inc . , prior to the in- stallation of the concrete slab . This inspection will be done when all plumbing , electrical , forms , welded wire fabric , and polyvinyl are in place . Twenty-four hour notification required . E . The owner , without invalidating the contract , may alter by adding to or deducting from the work covered in the contract . All such work shall be executed under the conditions of the original con- tract except that no extra work or changes shall be done without written order from the owner . Such orders shall cover the agreed price and terms of extra work or changes . If work is to be omit- ted , then proper credit for such omitted work shall be given the owner . pg . 4 F . The contractor shall proceed to make such changes wit-hout causing delay , and any claim by the contractor for an extension of time for the completion of the work , due to changes or alterations , shall be made to the owner within ten days of such contemplated change or alteration . G. Contractor must meet with the owner ' s representative and a Waffle House , Inc . , representative for final inspection to establish a formal list of construction deficiencies (hereinafter called the punch list ) and further agrees that all punch list items will be corrected within 30 days after the opening of the store . If these deficiencies are not corrected within said 30 days , the owner may hire an independent contractor to do the work and the owner may deduct said costs from the monies owed the contractor and/or the owner may bill contractor for said costs . Contractor shall agree to pay any of said costs billed by the owner . If an item cannot be corrected wtihin 30 days , this shall be explained in writing to the owner ' s satisfaction . It is hereby agreed that the preparation of a punch list by the parties hereto shall in no way waive or alter any other rights of the owner under this contract including war- ranties for latent defects . The contractor is not responsible for coordinating correction of items excluded from the contract or other items such as kitchen equipment or signage unless owner pays contractor for these items . Items ordered direct by owner shall be supervised by him. Contractor may bill owner for such supervision if not included in the contract . H. The final certificate or final payment of the contract does not relieve the contractor of responsibility for faulty materials or workmanship . Unless otherwise specified , he shall appear within a period of one year from date of substantial completion . The owner ' s representative shall give notice of observed defect with reasonable promptness . 1 : 5 SEPARATE CONTRACTS A. The owner reserves the right to let other contracts in connection with the work . The contractor shall afford other contractors full opportunity for the installation of equipment , storage of their materials , and the execution of their work . The contractor shall properly connect and coordinate his work with their ' s so that there will be no interference or delay . 1 : 6 CONTRACTOR ' S INSURANCE AND BOND A. The contractor shall not commence work until he has furnished the owner with certificates of insurance evidencing that he has ob- tained the following insurance which shall be secured with com- panies having a financial rating of AAAA in Best ' s Insurance Guide Such certificates must provide that the owner be named as an ad- ditional insured as their interests may appear and that the in- surer will give the owner at least thirty (30) days prior written notice of material change in or cancellation of such insurance . p9 . 5 1 . Workmen ' s Compensation insurance : In accordance with the statutory requirements , including Employer ' s Liability Insur- ance in an amount not less than $100 , 000 . If required , the contractor shall also maintain scaffolding insurance and de- molition insurance with bodily injury coverage of $250 , 000/ $500 , 000 . 2 . Manufacturer ' s and Contractor ' s General Liability Insurance : Including Wrongful Death , with limits of $250 , 000/$500 , 000 for bodily injury and $ 100 , 000 for property damage . This in- surance shall include contractural liability to cover the lia- bility assumed by the contractor under the indemnification set forth under 1 : 19 . 3 . Comprehensive Automobile Liability : Including owned , non- owned and hired vehicles , with limits of $250 , 0001$500 , 000 for bodily injury and property damage limits of $ 100 , 000 . 4 . Builder ' s Risk Insurance : The owner shall maintain a Builder ' s Risk Insurance Policy of $60 , 000 that when attached to a stand- and fire policy , insures all real property against fire , vandal - ism and malicious mischief and such other perils . 5 . Endorsements : The contractor may obtain at his expense and at his election , separate coverage , part from the real property insurance on construction machinery , tools and equipment owned by the named insured ( subject to 80% or higher co- insurance ) . These endorsements include a limited extension of building coverage to include personal property of others in the care , custody or control of the insured . a . Contractor ' s inclusion : The interest of separate or sub- contractors may be excluded and the interest of general contractors only covered by attachment of a separate or subcontractor ' s endorsement . 1 : 7 SURETY BOND A. At the owner ' s election and judgment , the contractor will provide a bond at the owner ' s expense , for the full amount of the contract price , with an approved licensed surety company , conditional on the full performance of the contract in accordance with the drawings and these specifications . It will provide that work shall at all times be free and clear of all liens of workmen , material suppliers and sub-contractors . pg . 6 1 : 8 AFFIDAVITS AND LIENS A. When making application for payment , the contractor shall furnish a complete overall notarized statement . It shall be accompanied by an affidavit verifying the total overall contract price . All sub elements of the contract for all labor and material incorporate ated in the work and to be incorporated in the work by him in the performance of this contract , the amount of money already paid ( if any) and the amount of money presently due shall be shown . B . The final payment shall not become due until the contractor de- livers to the owner , waivers of lien and a final notarized af - fidavit from all subcontractors , covering all materials and labor incorporated in the work for which a lien might be filed . The con- tractor may , if a subcontractor refuses to furnish a release or receipt in full , furnish a bond satisfactory to the owner to in- demnify him against any claim unsatisfied after all payments are made , the contractor shall refund to the owner all monies that the latter may be compelled to pay in discharging such lien or claim, including all costs and reasonable attorney ' s fee . 1 : 9 DRAWINGS A. All drawings , specifications and addendum, furnished by the owner , are the property of Waffle House , Inc . They will not be used on other work and , with the exception of the signed contract set , are to be returned to the owner at the completion of the contract . B . An approved , signed , and sealed set of drawings will be on the job site at all times to include the approved Waffle House Inc . , site plan . The owner ' s representative is expected to provide sufficient drawings to the contractor at his expense . The contractor shall verify with owner ' s representative availability . 1 : 10 GUARANTEES AND SUBCONTRACTOR LIST A. The general contractor and each subcontractor shall guarantee all work under this contract for one year . Should any defects develop during said period due to improper materials or work- manship , they shall be repaired or materials replaced without expense to the owner . All guarantees and warranties for the mechanical equipment furnished and installed by the general contractor included in the building ( i . e . , hot water heater , air conditioning units , etc . ) , shall be delivered to the owner by the general contractor . The contractor shall furnish a list of subcontractors , addresses and phone numbers who have done the work . 1 : 11 CLEANING AND TURNOVER A. Contractor to clean building and surrounding area to a condition acceptable to begin restaurant ' s operation . Building and oc- cupancy permit to be provided owner at turnover . Health perm-it shall be obtained by the owner . pg . 7 DIVISION 2 EARTH WORK AND SITE LOCATION 2 : 1 SCOPE OF WORK A. Contractor to furnish all labor , material and equipment neces- sary to cler , excavate and prepare site to provide sound con- struction according to the site plan , specifications , and ap- propriate soils report . B. General contractor to excavate and backfill for installation of sewer , gas , electric , phone or other utilities or coodinate for the proper installation of work . All back fill will be properly compacted . C. Any barricades will be furnished by general contractor according to local laws and regulations . 2 : 2 SITE INFORMATION SURVEY AND GRADES A. Contractor shall examine the site and shall take into consideration all such conditions as may affect his work . If available , owner will furnish a log of borings indicating probable subsoil condit- tions for general information . The owner does not guarantee that these indicate actual conditions under entire building or on entire site . B . The exact property lines will be furnished to the contractor . If any markers are displaced , lost or disturbed , they shall be re- stored at no cost to the owner . C_ The relation of the building to the lot lines and established final grades shall be as shown on the approved site plan . The contractor shall accurately lay out his work on the ground according to the drawings furnished , and will be held responsible for the correct location of all work . 2 : 3 EXCAVATION A. Excavations shall be carried down to the lines and levels indicated on the plans plus sufficient space to permit erection and removal of forms or construction of concrete work and its inspection . Bot- toms of all foundations , walls , and concrete walks shall rest on undisturbed soil , free of undesirable material . Should unsuitable bearing be encountered at the depths indicated on the drawings , or soil report , contractor shall immediately report such conditions to the owner ' s representative and shall not proceed with work until he receives further instructions . Bottoms of all foundations bearing on soil shall be on level excavated planes at the eleva- tions indicated . pg 8 B. Foundations are designed for a soil bearing value of 2 , 500 pounds per square foot . Should soil bearing value fall below this value , the contractor shall advise the architect and owner ' s representa- tive for modification of footing design . Plans for 1 , 500 pounds per square foot bearing value are available upon special request . C. Bottoms of excavations shall be protected from frost . kept free from water , and shall be hand-worked. D. Cut , fill and compact as necessary all areas designated to receive walks , driveways . dumpster , parking areas and building floor / slab . 2 : 4 CARE EXAMINATIONOFADJOINING PREMISES AND PUBLIC UTILITIES A. Contractor shall protect adjoining buildings and public thorough- fares including curbs , gutters , sidewalks , and pavements from damage and restore them to their- former condition furnishing all materials-..that/ may be necessary to repair any damages with no cost to - the owner _ B. Contractor- shall make proper notices ,- make necessary arrangements and perform all other services required in the care and mainten- ance of all public utilities including gas mains , water pipes , sewer pipes , electric cable , fire hydrants and all items of this character assuming all responsibility for which the owner may be liable. 2:5 BACKFILL - =_=A=-=The contraxtor_:�halI=tackl_fl1 af-ter completion -of footings . founds- tion wal 137 and other. construct ion below -finished grades . Excava- tions shall be cleaned of all trash and debris prior to backfil - ling_ Under no circumstances will backfilling be permitted under footings and foundations . . Backfill is to be done in the following manner : 1 . Around the footings and foundation walls , backfill shall be placed-iia ten- inch layers and compacted with Jay-12 or Vibra- pac tamper -of loam, debris or cinders and approved by the owner's representative . Materials which absorb and retain a large amount of moisture shall not be used . If sufficient material of this character is not obtainable from the excava- tion , contractor shall provide additional material to bring fill to required elevation . 2_ Ent i re---area of parking* 1 of sha l l be compacted with f i ve passes of a "Terrapac" vibratory roller pulled by a tractor or com- parable system_ pg 9 3 . Material for fill shall be sand or other materials free of loam, debris or cinders and approved by the owner ' s repre- sentative . Materials which absorb and retain a large amount of moisture shall not be used . If sufficient material of this character is not obtainable from the excavation , contractor shall provide additional material to bring fill to required elevation . 4 . Final four inches of fill under floor slabs shall be broken stone or sand as shown on the plans . 2:6 ROCK A. If rock or other unusual soil conditions are encountered within limits of excavation , the contractor shall immediately notify t the owner ' s representative and shall not proceed further until instructions are given and measurements are made for purpose of establishing volume of rock excavation . Rock is defined as any stone or boulder that cannot be removed by a power shovel , half cubic yard bucket capacity , without use of continuous drilling or by explosives . DIVISION 3 - ASPHALT PAVING 3 : 1 GRADES A. Grades as shown on site plan will be established by the contractor and the grade stakes will be set . In establishing the grades , al - lowances will be made for existing improvements , proper drainage , adjoining property rights and good appearance . A minimum of one percent slope of one foot in 100 feet is required on all asphalt lots . 3: 2 PREPARATION OF SUBGRADE A. All debris , vegetation or other perishable materials shall be removed from the job site , except for trees or shrubs designated for preservation . The site to be paved shall be graded to the re- quired elevation and all excess material removed from the location of the work . Material in soft spots shall be removed to the depth required to provide a firm foundation and shall be replaced with crushed stone or sand . The entire subgrade area shall be thorough- ly compacted at the lowest moisture content at which a handful of the soil can be molded by a firm closing of the hand . The surface of the subgrade after compaction shall be hard , uniform, smooth and true to grade and cross section . The subgrade shall be primed . The base will be six inches of #57 crusher run gravel or equal . 3 : 3 THICKNESS OF STRUCTURE A. On the prepared subgrade , a plant -mixed asphalt base shall be laid in one course to a compacted thickness of two inches . Placing of the plant-mixed asphalt surface course shall flow and be laid in a single course to a compacted thickness of one inch . pg . 10 3 : 4 TACK COAT A. A tack coat shall be applied on the base course . The tack coat shall be bituiminous prime coat applied at the rate of . 3 gallons per square yard . 3 : 5 EQUIPMENT-MATERIALS-LABOR A. The contractor shall provide the necessary equipment , material , and labor to complete the job acceptable to the owner ' s representative . 3 : 6 SAMPLING AND TESTING A. If specified by the owner , the contractor shall furnish for test an and analysis a representative sample of the materials used in the work . Alternatively , if specified by the owner , the contractor shall provide certification that material furnished is in accor- ance with the contract . Sampling and testing shall be in accor- ance with the latest revisions of the American Association of State Highway and Transportation Officials (AASHTO) or the American So- ciety for the Testing and Materials (ASTM) . Standard procedures for sampling and testing the materials being used in the project shall be used . 3 : 7 SMOOTHNESS A. The surface of the completed work , when tested with a ten ( 10) foot (3m) straight edge , shall not contain irregularities in excess of 1 /4" (6mm) . The lot will have a finish grade of one percent slope . 3 : 8 ASPHALT A. The asphalt for the plant mix shall be as used in normal state highway construction . The asphalt material selected shall meet the requirements of the applicable table in Specifications Series No . 2 The Asphalt Institute . A certificate of compliance with the speci - fications of the asphalt will be presented at completion of work if required by the owner ' s respresentative . 3 :9 MINERAL AGGREGATE A. Asphalt Plant Mix Base and Surface 1 . The mineral aggregate for asphalt plant mix shall consist of coarse aggregate , fine aggregate and , if needed , mineral filler The coarse aggregate shall be sound , angular crushed stone , crushed gravel or crushed slag . Uncrushed coarse aggregate may be used in base coarse mixtures if the mixture meets all design criteria . The fine aggregate shall be well graded , moderatlely sharp to sharp sands . Pg . 11 3 : 10 SPREADING BASE AND SURFACE COURSES A. Asphalt Base and Surface 1 . For all areas , asphalt base and surface sources shall be spread and struck off with a paver . Any irregularities in the surface of the pavement course shall be corrected directly behind the paver . Excess material forming high spots shall be removed with a shovel or a lute . Indented areas shall be filled level . Casting of mix over such areas shall not be permitted . B . If , it is impractical to use a paver or spread box in small areas , asphalt base and surface courses may be spread and finished by hand Wood or steel forms , rigidly supported to assure correct grade and cross section , may be used . Placing by hand shall be performed carefully to avoid segregation of the mix . Broadcasting of the material shall not be permitted . Any lumps that do not break down readily shall be removed . 3 : 11 COMPACTION, ASPHALT BASE , AND SURFACE A. Rolling shall start as soon as the hot mix material can be com- pacted without displacement . Rolling shall continue until thor- oughly compacted and all roller marks have disappeared . In areas too small for the roller , a vibrating plate compactor or hand tamper shall be used to achieve thorough compaction . 3 : 12 METHOD OF MEASUREMENT A. The quantities shall be based upon total square yardage . 3 : 13 BASIS OF PAYMENT A. The total amount will be paid for at the contract unit price bid for one square yard . Payment will be in full compensation for fur - nishing , hauling , and placing materials , for rolling and for all labor and use of equipment , tools and incidentals necessary to complete the work in accordance with these specifications to in- clude sub-base , and surface . 3 : 14 PERFORMANCE GUARANTEE A. The contractor shall guarantee in writing the satisfactory per- formance of the completed pavement for a period of one year . pg . 12 DIVISION 4 - CONCRETE 4 : 1 SCOPE OF WORK A. Contractor shall furnish and install materials required by drawings B . In general , the Code of Standard Practice as adopted by the Ameri - can Concrete Institute and the Concrete Reinforcing Steel Institute shall apply in all respects as to material , design and fabrication . C . Provide first quality concrete work , in accordance with best practice in the trade and with the ACI Building Code CACI 316-56) which is made a part of the specifications . 4 :2 MATERIALS A. Unless noted otherwise , all materials shall conform to the follow- ing requirements : 1 . All concrete for floors , foundations , footings , yard pavement and other concrete work ( except paving) shall be transit mixed concrete attaining a minimum compressive strength of 3 , 000 PSI at twenty-eight (28) days and conforming to the requirements of the ASTM C-94 specifications for ready-mixed concrete . 2 . Portland Cement shall be Type I complying with ASTM C- 150 . 3 . All concrete shall contain not less than five bags of cement per cubic yard . 4 . Fine aggregate shall comply with ASTM C-33 . 5 . Coarse aggregate , Table II , size 57 , shall comply with ASTM C-33 . 6 . The maximum aggregate size for all slabs and footings shall be 3/4" and for all grout to reinforce masonry . 7 . Water : Clean and free from deleterious amounts of acids , alkalides or organic materials , and fit for human consumption . S . Maximum allowable slump will be four inches . B . Reinforcing steel shall be deformed , billet , steel , unpainted , un- coated and free from rust , scale and all injurious foreign sub- stance conforming in all applicable respects to the specifications serially designated Grade 40 or 60 by A615 by the ASTM latest edition . pg . 13 C. Wire mesh shall be of the size and gauge indicated on the drawings and shall be of cold drawn steel wire and conform to ASTM A-185 standard specifications . The wire mesh shall be unpainted , un- coated and free from rust , scale and all injurious foreign sub- stances . D . Accessories such as bolsters , spacers , chairs , etc . , of whatsoever nature indicated or required shall in all respects be of sufficient strength and number to properly carry the steel they support and in accordance with A. C . I . Standard 319 . E . Expansion joints to be 1 /2" thick asphalt impregnated pre-molded fiber as manufactured by the Celotex Corp . , "Elastite" and J&P Petroleum Products "Texmastic" . F . Control joint shall be Burk "keyed-kold" . G . Membrane waterproofing under the slab shall be six mil poly- ethylene . H . Gravel fill under slab shall be #57 crusher run stone , 4 " deep . I . Perimeter insulation shall be styrofoam two inches thick and 24 inches wide . J . No concrete which has been mixing for more than one hour and 30 minutes shall be allowed in project . 4 : 3 PREPARATION OF PLACE OF DEPOSIT A. Before beginning placement of concrete , all water , hardened con- crete and foreign materials shall be removed from spaces to be occupied by concrete . Forms shall be thoroughly cleaned and se- cured in position . All underslab plumbing , electrical conduit sleeves , anchors , anchor slots , keys and insets and other items must be in proper position and securely anchored and inspected by owner ' s representative and Waffle House , Inc . B. Temporary drains , disposal connections , etc . , are to be furnished and maintained at no additional cost to the owner to keep exca- vation free from water . C. Concrete shall be handled from transporting vehicle to place of final deposit as rapidly as practicable by methods which shall prevent separation or loss of ingredients . D. Concrete shall be deposited continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause formation of seams and planes of weakness within the section . Pg . 14 4 : 4 FINISHES A. Exposed Surfaces 1 . All concrete exposed to view on outside shall have rough spots ground with carborundum of medium fineness until it presents a uniform and smooth appearance . Cement mortar shall be used in rubbing , but surface shall not be brush-coated with cement or grout after rubbing . B . Rough Finish 1 . All other concrete shall be left as it comes from the forms , except that all fins and rough edges shall be removed and honeycombs or similar defects shall be patched with cement mortar . C . All slabs to receive ceramic tile shall be smooth finished with 1 /8" tolerance . Floor drains will have a very gradual sweep _ No additives permitted if concrete to receive quarry or ceramic tile . D . All exterior concrete slabs shall receive a lightly broomed sur- face finish . Slabs shall be divided in panels according to draw- ings with a groove tooled into the surface with a jointing tool . A two- inch wide smooth finished band shall be finished on each side of the tooled joint at edge of slabs and where slabs abut walls as shown on the drawings . E _ Air entrained concrete is required for all concrete work exposed to the weather for sidewalks , paving and slabs . Maximum allow- able slump will be four inches . An air-entrained mixture shall be used at the mixer to provide an air content of 5- 1 /2% with a tol - erance of plus or minus 1 - 1 /2%. . 4 . 5 GROUTING A. Grout under setting and bearing plates for steel columns . After pipes are installed , grout around pipe drains , etc . , at the floor line . All other miscellaneous concrete grouting of every de- scription shall be performed . 4 : 6 CONCRETE PARKING LOT (ALTERNATE DESIGN TO ASPHALT SPECIFICATIONS) A. If soil conditions require extensive grading or large quantities of fill are required to bring a site to grade , this concrete specifi - cation can be used . The owner ' s representative shall be advised of peculiar soil conditions which may require this lot design . in certain cases the site plan may indicate a concrete lot when it may not be required . The owner ' s representativwe will make the final decision . The contractor shall provide an alternate price for this specification if recommended or requested . Pg . 15 B . Pave parking lot with 4 , 000 PSI concrete , 5" thick , air entrained having 1 " course aggregate and five gallons of water per 94 Ib . sack of cement , maximum. Provide cleavage joints of premolded fiber between new and old paving and at every 20 feet minimum. fill top of joints with hot rubber asphalt joint sealer material . Grades shall be as shown on site plan with a minimum of 1 /2% slope . Air entrainment shall be 5-1 /2%. C_ All work on highway right-of-way to include driveway entrances , curbs , and culvert , etc . , shall be installed in accordance with the requirements of the State Highway Commission , local building codes and regulations . 4 : 7 CONCRETE DUMPSTER PAD A. Provide concrete dumpster pad as shown on site plan and building plans _ General contractor to confirm with owner ' s representative the need for a dumpster enclosure . 4 : 8 PLACEMENT OF REINFORCING STEEL A. Reinforcing steel shall be formed in shop to required lengths with bends as shown on drawings . Where walls or other items are shown as built integrally with other sections , but are placed as separate pours , keys and/or dowels must be provided . B . Main reinforcing bars shall not be spliced unless noted on the drawings or approved by the owner ' s representative . Such splices shall have a minimum lap of 24 bar diameters . Continuous lapped reinforcing shall be lapped 40 diameters of the bar , but not less than 24 inches . C. Minimum requirements for flexural and shrinkage and temperature re- inforcement shall be in accordance with ACI 318 , unless otherwise noted on the drawings . 4 : 9 SUPPORTS FOR REINFORCING STEEL A. All reinforcing steel shall be rigidly supported and accurately located and held in position by use of proper reinforcing steel supports , spacers and accessories . B . Stab reinforcing supports shall be spacer type and no bolsters shall be used . 4 : 10 FORMWORK A. Forms may be of wood or metal , free of debris and ice , well oiled . Pg . 16 DIVISION 5 MASONRY 5 : 1 SCOPE OF WORK A . Furnish all labor , equipment , scaffolding , bracing and materials required to install all masonry work as shown . 1 . Masonry wall reinforcement shall be " truss" type as manufact- ured by Dur-O-Wal or equal . Material shall be manufactured from galvanized No . 9 gauge wire conforming to ASTM A 82 . 2 . Corrugated galvanized steel wall ties shall be 16 gauge , 1 -1 /2" wide by 12" long as manufactured by Construction Materials Div- ision of Southern Slag Products Co , Birmingham, Alabama , (205 ) 251 -2525 or equal . B . Face brick shall be "Old Atlanta Blend #427 " manufactured by Burns Brick Company , Macon , Ga . (912)743-8621 or a brick locally avail - able and approved in writing by Waffle House , Inc . , Brick sample to be submitted with letter by owner ' s representative . C. Concrete masonry units (concrete blocks ) above grade to conform to ASTM Specification C90-59 , load bearing , Grade . A, lightweight block autoclaved . Units shall be without broken corners or blemishes . Face size of units shall be 7-5/8" high and 15-5/8" long . Weight of concrete used for lightweight blocks shall not exceed 98 pounds of dry cement and shall not include any corrosive material . D . Mortar : All cementitious materials shall be delivered to the site in manufacturer ' s standard packages . Mortar for laying up brick concrete masonry units , including brick backup , shall be composed by volume of one part cement , one part lime , and 5- 1 /5 parts sand . Mortar shall have strength of 750 Ib/square inch in 28 days and conform to ASTM C270-74T , Type "N" or "S" if called for in struct- ural calculations . 1 . Portland Cement : Portland Cement shall conform to the require- ments of ASTM designation C- 150-61 , Type 1 . 2 . Lime : Lime shall be hydraulic lime conforming to the require- ments of ASTM designation C-207-49 (92% hydrated) . 3 . All mortar materials shall be from one source or brand to en- sure consistency of color . Pg . 17 4 . Sand ( fine aggregate) : Sand shall be of an acceptable color and shall conform to the requirements of ASTM designation C-144-52T 5 . Water : Water shall be clean and free from injurious amuonts of oil , acids , soluble salts , and organic impurities . E . Block Vents : Aluminum block vents shall be weathertite foundation vents 8 x 16 as manufactured by Browning Metal Prod . , Sandersville , Ga . , (912)552-0470 . Vents to be painted and closeable . F . Masonry lintels : Masonry lintels shall be in conformance with ASTM A30 latest edition . G. Joist anchor : Furnish and install steel joist anchor as shown on the structural plans . Joist anchors are to be furnished under the Structural Steel Section of this specifcation . H. All side rods shall be lapped at least 24" at all splices . 1 . Reinforcement shall be so placed as to assure a 5/8" mortar cover on the exterior face of walls and a 1 /2" mortar cover on interior faces . J . All masonry units required to be cut shall be cut with a masonry saw. See 5 : 3 B . 3 following . 5 : 3 ERECTION A. Erection shall be done in accordance with normal construction practice . B . No masonry shall be erected when ambient temperature is below 40 degrees F or when there is probability of such a condition existing within 48 hours , unless special provisions are made for heating materials and protecting completed work for 48 hours at not less than 55 degrees F . 1 . Brick work shall be laid with joints scratched . Mortar joints shall be approximately 3/811 . All joints shall be formed with suitable tools in such manner as to squeeze mortar back into joints , after mortar has taken its initial set . Concrete block joints on the inside shall be tooled , except where ceramic t le is to be applied then surface shall be struck smooth and plumb . Pg . 18 2 _ All concrete masonry partitions shall be laid in a running board . 3 . Job cutting shall be by motor-driven saw. Cut edges shall be lean and sharp . No piece , shorter than 4" shall be used at any vertical corner of jamb . All grounds , frames , sleeves and other appurtenances and provisions for work of other trades shall be built into the work and units shall be carefully cut for in- stallation of electical outlets and conduits , plumbing lines , fixtures and other mechanical installations . Wherever possible , full units of the proper size shall be used in lieu of cut units . 5 : 4 MASONRY WALL INSULATION A. Install one inch of rigid Phenthane II Insulation . Insulation shall be cut 16" wide and as long as practical to allow for brick ties to be installed at 16" spacing . 5 : 5 POINTING, CLEANING A. At completion of work , all holes in mortar joints of exposed sur - faces of masonry work shall be suitably enlarged and pointed com- pletely filled with mortar and scratched to match adjoining work . B _ All exposed face brick surfaces shall be cleaned . This shall be done prior to installation of any aluminum. 5 : 6 PROTECTION A. All masonry work shall be protected after laying against exposure to moisture . Protect all masonry laid during cold weather . Such walls shall be protected with tarpaulins or barricades and temper - ature kept at 55 degrees F for 48 hours after laying by providing temporary heat . Gas fired heaters only . 5 : 7 BRACING A . All exterior masonry walls shall be properly braced during their erection . DIVISION 6 STRUCTURAL AND MISCELLANEOUS STEEL 6 : 1 SCOPE OF WORK A. Furnish all labor , equipment and materials required for fabrication erection , and installation of all structural steel as specified . Pg . 19 B . Materials included in general shall consist of the following : 1 . All structural steel , including columns , beams , steel joist and lintels - 2 . Brackets , connections , anchor bolts , clip angles and saddles . 3 . Bearing plates , base plates . 4 . High strength bolts and welding . 5 _ Steel deck and necessary accessories . C. All minor parts belonging to the above items , clip angles , brackets and in general all structural steel shown on the drawings , unless otherwise noted thereon . D. Materials shall be furnished complete , including fabrication , shop painting , delivery by truck to building site and erection . E . All steel shall be designed , fabricated and erected in accordance with the requirements of the AISC Code of Standard practice , July 1 1970 . F . All structural steel shall receive one shop coat of Glidden or equal rust inhibitive paint before its erection . All shop connec- tions to be welded . Field connections may be bolted with high strength bolts _ All materials shall be new. All unfinished bolts shall have lock washers . G. All fabrication shall be done in the shop of a fabricator licensed by the local building authority governing this project . H_ All welding shall be performed by welders certified by the building authority governing this project . I . All field welding , where it occurs , has been designed for one-half stress . Field welding inspection by a registered deputy inspector shall be required only when required by the governing building au- thority or owner ' s representative . J _ Shop drawings shall be submitted to Waffle House , Inc . , for ap- proval 6 :2 MATERIALS A. All materials shall be new of following types and qualities : 1 . Structural steel : Conform to ASTM A30 latest revision . adopted July 1 , 1970 . 2 . Pipe columns A56b . Pg . 20 6 : 3 DETAILS OF CONSTRUCTION A. Details of construction shall conform to AISC "Specification for the Design , Fabrication and Erection of Structural Steel for Building" , latest revision and supplement , December 12 , 1971 . B . All column ends shall be milled true and square , unless otherwise shown or noted . 6 : 4 WORKMANSHIP A. Workmanship and finish shall be equal to best practice in modern structural work . 6 : 5 SHOP ERRORS AND INJURED MATERIALS A. Contractor will be held responsible for all correction work neces- sary in the field , for shop errors and for any injury to fabricated materials , up to time they are erected . 6 : 6 SHOP AND FIELD PAINTING A. All steel itmes furnished under this heading shall , prior to ship- ment , be thoroughly cleaned of rust , scale , grease and all damaging foreign substance and painted one shop coat as hereinbefore speci - fied . Concrete encased steel shall be thoroughly cleaned only . Steel work to be painted shall be given one coat of paint evenly and thoroughly brushed or spray applied only to dry surfaces and shall be left free from runs , sags or other damaging imperfections and shall be permitted to thoroughly dry before shipment . DIVISION 7 CARPENTRY 7 : 1 SCOPE OF WORK A. Furnish all labor , materials , equipment and scaffolding required to do all carpentry work as shown . 7 : 2 MATERIALS A. All plywood to have DFPA grade trademarks of the American Plywood Association . B. Marlite brand TEXTURED PLANK shall be 16" x 10 ' x 1 / 4 " ( nominal ) Rocky Mountain Cedar Pattern #5332 pre-finished hardboard as manu- factured by Commercial Division of Masonite Corporation , Dover , Ohio 44622 . Materials must be installed strictly in accordance with the manufacturer ' s printed instructions for glued application . Marlite brand moldings shall be used where needed . Pg . 21 C. Fiberglass reinforced panel (FRP White ) 4 ' x 9 ' by Masonite pre- finished with correct moldings in areas shown on drawings or ad- dendums as FRP . D . Lumber 1 . Lumber shall be S4S #1 common Douglas Fir or long or short leaf Yellow Pine . 2 . Nailers and blocking shall be #1 dimension Douglas Fir or Spruce . 3 . All lumber , nailers and blocking shall be of new and unused quality . 4 . All framing , wood trimming and other miscellaneous items shall be installed as indicated . They shall be bolted or nailed to steel or other materials as the case may be , de- veloping solid bearing or anchorage for the materials of finish which they support . Generally , holes in all steel will be provided by the steel contractor for the anchorage of wood construction , as indicated . E . Plastic laminate facing shall be Grade 10 Formica brand laminated as manufactured by Formica Corporation or Waffle House , Inc . , ap- proved equal . Pattern , finish , and pattern direction shall be shown on drawings and finish schedule . All holes shall be correct- ly performed according to Formica Brand installation instructions . F . Steel framing members . All locations requiring fire retardant frames shall require steel stud framing members throughout the building . G . Interior drywall 1 . All interior partitions shall be constructed of steel stud partitions if required by local code . Partition studs shall extend from floor to above ceiling and shall adjust to vari - ation in height by means of upper stud extension . Stud shall be formed of approximately . 030 cold rolled steel with pre- punched holes in the web 6" on center to accommodate the hor- izontal passage of utility lines . Each stud shall be formed omtp am "H" shaped section to provide a positive interlock with the board clips . Studs shall be spaced 16" on center and at each door frame jamb . Horizantal spacers approximately 30" on center shall lock studs into a vertical position . studs into a vertical position . Pg . 22 2 . All steel studs receiving ceramic the finish on either side shall be a minimum of 20-gauge and spaced at not more than 16" on center . Minimum stud width shall be 3- 1 /2" . 3 . Base shall be minimum 4" high black vinyl and applied to the partition with the vinyl adhesive complete with no edge rol - ling . 4 . Fire rated sheetrock shall be used where shown on the drawings . H. Moisture resistant gypsum wallboard shall be used on all surfaces to receive ceramic tile . Gypsum wallboard shall be screw mounted to studs . Panels shall be sealed prior to the installation of ceramic tile in strict accordance with the wallboard manufacturing instructions . I . Exterior facing panels 1 . Mineral -fiber reinforced sheets shall be Permatone "S" Flex- board manufactured by Johns-Manville . Color to be the manu- facturer ' s standard color 430 Yellow Green . 2 . Moldings shall be the manufacturer ' s standard moldings finished in brushed aluminum. Furnish dividers , outside corner , drip cap and cap moldings to finish all joints . 3 . All fastenings shall be galvanized steel or stainless steel . Affix panels to 2 x 4 wood backing with an adhesive approved by the manufacturer and seal all joints with a polysulfide or silicon caulking to insure water tightness . Caulking should be color to match panels . 4 . Panel 15 shall be 5/ 16" aluminum faced plywood as manufactured by Weyerhaeuser Company , Tacoma , Washington . All Panel 15 and moldings furnished for jointing shall be the manufacturer ' s standard color Staturary Bronze . Furnish all cap , corner , joint and drip edge moldings required for a watertight instal - lation . No panel edges are to be exposed to view. Seal all exterior joints with a sealant of same color as paneling to insure a watertight installation . Contractor to furnish one bottle of Panel 15 touch-up paint to match color furnished . Pg . 23 7 :3 WORKMANSHIP IN GENERAL A. All incidents to the fabrication , fitting , assembly and erection of finish , etc . , shall be executed in strict conformity with the standards of the best modern shop and field practices , and in a manner insuring the full development of designed capacities , detail and finishes . Buck anchors , screws , lag screws , spikes and nails shall be accurately spaced in conformity with developed require- ments and/or indications on the drawings , bolts and screws shall be twisted "home" and spikes and nails shall be solidly driven . B. All moldings and other worked edges and sections shall be cleanly cut , sharp and run to indicate profiles _ A neat finish shall be furnished . C . New finish hardware for exterior metal doors will be furnished and delivered to the project as specified . D. All moldings , trim, jambs indicated to be primed shall be thor- oughly cleaned and sanded as required to provide a smooth , even surface prior to receiving the prime painting . 7 : 4 EXTERIOR HOLLOW METAL DOORS AND FRAMES A. Install all hollow metal work as indicated on the drawings . 7 : 5 CAULKING A. The work included under this heading embraces all labor , materials , equipment and services necessary for and reasonably incidental to completion of the following : 1 . Cleaning out , packing , if required , and caulking of all joints on exterior between frames and masonry at hollow metal door openings including the caulking of joints between masonry and lintels . 2 . All other caulked joints specifically indicated on the drawings B_ Materials : Caulking compound shall be a silicone rubber sealant compound as manufactured by General Electric Company , Silicone Product Dept . It shall be of plastic composition and adhere to ad- jacent materials and remain sufficiently plastic , adhesive and co- hesive to maintain watertight joints when exposed to weather and subjected to ordinary structural movements . It shall not shrink excessively , crack , flow or stain . Within seven ( 7) days , it shall form a tough film and shall be neutral in color at concrete block areas and dark brown adjacent to aluminum areas . C. Application of Caulking 1 . Caulk joints of all work after prime painting but before finish painting . Pg . 24 7 : 6 EXTERIOR FACING PANELS A . Condition of Surfaces 1 . Examine substrates and adjoining construction and conditions under which work will be installed . Do not proceed with work until conditions detrimental to proper and timely completion of work has been corrected . B . Preparation 1 . Verify dimensions before proceeding with work and obtain measurements at job site for work required to be accurately fitted to other construction . The contractor shall be re- sponsible for accuracy of such measurements and precise fit- ting and assembly of finished products . 2 . Coordinate work with that of other trades affected by this in- stallation . Give particular attention to timely finishing of supporting and attachment steel and to providing of wood nailers and blocking so as to not delay job progress . 3 . For exterior work , protect edges of panels from weather by al - uminum trim moldings . Apply elastomeric sealants at edges as required in accordance with sealant manufacturer ' s printed in- structions . ( if through improper installation the backs of the panels are allowed to get wet and remain wet , the water may work through to the surface of the panel with 1 /8" clearance on ail sides . 4 . After installation , exposed surfaces shall be free from broken corners and surface defects . When edges are concealed , they may be rough as approved by the owner ' s representative . When edges are exposed , finish smooth by dressing with a carborundum file . D . Cleaning 1 . Clean face of panels where required with mild detergent . Clean moldings and battens from traces of mastic or sealant . Pg . 25 DIVISION 8 ROOFING, SHEET METAL AND INSULATION 8 : 1 SCOPE OF WORK A. Furnish all labor , materials , equipment and all finished roofing , deck insulation and flashing work for the building . B . Examine roof decking , cant strip surfaces and curbs to ascertain that they have required pitch and are suitable to receive roofing . If any such defective work is roofed in and roofing has to be re- moved , the removing and replacing of the roofing shall be done by the contractor without additional charge to owner . Any recommended roof substitute shall be submitted to Waffle House , Inc . , with ap- propriate cut sheets , prices , and performance data . 8 : 2 MATERIALS A. Rigid insulation for use over metal roof deck shall be one inch mineral perlite board as Fesco Board manufactured by Johns-Manville Corporation . Cant strips shall be Fesco Board . B. Roof : Shall be a Johns-Manville Corporation smooth surfaced fiber- glass reinforced built-up roof (Specifications 4G1S) with fire rated aluminum roof coating . C. Parapet flashings shall be Johns-Manville Corporation , asbestile flashing system FE- 1 over masonry parapets and FE-3 over frame parapets . D . All copings and metal trim shall be of . 040 aluminum with joints overlapped six inches and caulked at both ends of lap and sealed with flash tape . E . Metal gutters and downspouts shall be of 24 gauge aluminum and of cross section and size shown on the drawings . 8 : 3 INSTALLATION A. Roof insulation shall be installed on metal deck in accordance with Specification No . 503 of the Johns-Manville Corporation . Insula- tion shall be glued with JM 190 asphalt . Pg . 26 DIVISION 8 - (OPTIONAL ) PREFINISHED METAL PANEL SYSTEM MARSHALL STYLE FASCIA (OPTIONAL) PART I - GENERAL 8 : 1a DESCRIPTION A. Provide a custom pre-formed metal panel system complete with pre- finished metal copings , gutters , moldings , sealants , attachments , and other accessories necessary to complete work indicated in the contract documents . B . Refer to other sections for structural supports , decking , blocking , nailers , pre-finished aluminum soffits , and sealants . 8 : 2a SUBMITTALS A . Shop drawings : Indicate shapes , sizes , finishes , and methods of attachment for each part to be used in the work . Show connections , provisions for expansion and weathertight joint systems . Shop drawings to be approved by owner ' s representative and Waffle House , Inc . B . Samples : Include each part and material proposed for use in the work , complete with color lines in the specified finish for approv- al by Waffle House , Inc . , and owner ' s representative . C _ Waffle House , Inc . , to provide approval . Approval of shop drawings to be initialed and kept on file by contractor and owner . Changes desired or necesssary pursuant to the guarantee of this statement requires owner ' s approval and shall be incorporated into the work at no change in contract amount . 8 : 3a PRODUCT DELIVERING, STORING AND HANDLING A. Deliver , store and handle materials under this section using pro- cedures recommended by the manufacturer which will assure that these products will be undamaged after installation . Store panels under cover within a controlled environment until installed . 8 : 4a JOB CONDITIONS A. Prior to commencement of the work described in this section , ex- amine the applicable details , specifications and job conditions . notify Waffle House , Inc . , of any modifications in the work neces- sary for acceptance _ Beginning work will constitute acceptance of the work conditions . Pg . 27 8 : 5a WARRANTY A. Manufacturer : Provide a written warranty from the manufacturer that colors will not change more than five N .B . S . units of color in 20 years . Include provisions that should failure or loss of coat- ing bond occur within this 20-year warranty period , the manufact- urer shall repair or cause to be repaired all such defective work to the owner ' s satisfaction . 8 : 6a PANEL SYSTEM A. Materials : . 028 aluminum smooth or 24GA hot dipped galvanized steel . B. Finish : Standard baked-on polyester enamel . C. Panel finished width : ( 12" to 1611 ) o . c . manufacturer width varies High gloss yellow to be flush surface . Charcoal gray panels to be v e r t i c I e rib . D . Panel length : Provide panels the full length of run with no trans- verse joints . E . Accessories : Provide anchor clips , concealed fasteners and other accessories necessary for the complete and installed system. 1 . Clips : Stamp-formed from 22 gauge HDG steel , spaced to meet loading requirements . Identify wind loads on shop drawings . 2 . Fasteners : Aluminum or steel coated to prevent rusting . Con- ceal except where indicated otherwise on the drawings . 3 . Closures : Standard panel closures designed to fit between seams as indicated on the drawings . 4 . Flashings : Fabricate from the same material , thickness and finish as panels . F . System: As approved by Waffle House , Inc . Drawings reflect Perma- Clad of Georgia . However , acceptable locally available material and product may be substituted when shop drawings are approved by Waffle House , Inc . Pg . 28 8 : 7a INSPECTION A . Inspect surfaces to which the pre-finished exterior metal system( s ) will be applied . Correct all conditions which may prevent the cor- rect installation of each system and part . B . Beginning installation of this work constitutes the contractor ' s acceptance of design and job conditions . 8 : 8a INSTALLATION A . Perform installation of work under this section using persons ap- proved by the system manufacturer and having prior experience in- stalling this or comparable systems . Install this work in compli - ance with the manufacturer ' s recommendations for the design and job conditions . Use silicone sealants and flash type tapes . Protect panel and system edges from weather and exposure by use of moldings and sealants . Use soft cushioned shoes and padded construction equipment where in contact with the system finish . S . Panels : Apply over materials indicated . Install panels to correct alignment and level for detailed conditions , free from surface blemishes and without warp , bow, twist , bent corners , cracks or damaged coating . Conceal fasteners and anchors , and finish exposed edges . Pop rivets to be color equal to finish or not exposed . C . Moldings and Miscellaneous Pre-finished Metal work : 1 . Position (moldings , copings , leaders , downspouts , scuppers , cap caps , gravel stops and other ) pre-finished metal work indicated on the drawings to correct alignment and level for each de- tailed condition _ Securely attach metal work to backing con- construction using fasteners and spacings as recommended by the manufacturer _ Back coat pre-finished metals with asphaltic paint prior to installation over plaster , concrete and masonry . Comply with installation and fabrication requirements as indi - cated for sheet metal work . 2 . Fabricate gutter and downspout system( s ) to details and sizes indicated on the drawings in lengths not to exceed 20 ' 011 . Use watertight seam joints and gutter seal , except at expansion joints . Hold downspouts in position with metal straps securely anchored .to building at approximately six feet on center , at downspout head , and within one foot of downspout bottom. Pro- vide tubes of sufficient length to extend 3" into downspouts at gutter outlets with upper ends flanged 1 /2" and sealed water tight to gutters . Extend lower downspout on to a splash block on asphalt or directly on concrete paving . install to detailed conditions and recommendations in SMACNA "Architectural Sheet Manual " , June , 1972 . Pg . 29 8 : 9a EXPANSION AND CONTRACTION A. Make ample provisions for expansion and contraction of the metal work and the building . Do not carry metal continuous across build- ing joints . Construct joints at cap flashings , fascias , gutters , masonry and other building components watertight , but with ability to move for expansion and contraction . 8 : 10a DISSIMILAR MATERIALS A. Where sheet metal abutts or members into adjacent dissimilar mater- ials , execute and protect the junction to prevent electrolysis be- tween the two materials . 8 : 11a CLEAN AND PROTECT A. Clean panels , moldings , trim and other pre-finished surface as recommended by the panel system manufacturer or with hot , soapy water . Touch-up exposed cuts with a durable matching prime and paint recommended by the panel system and coating manufacturer . B . Protect adjacent pre-finished surfaces and other materials during application of this system and associated sealant work . Protect work under this section until accepted by the owner . DIVISION 9 INSULATION 9 : 1 SCOPE OF WORK A. Contractor to provide materials and labor to intall all insulation according to drawings and specifications . B . Insulation will include slab , wall and ceiling batt insulation . All insulation shall be installed with no gaps in the final in- 3tallation 9 : 2 MATERIALS A. Masonry walls : Rigid insulation for installation in masonry walls shall be one inch thick closed cell plastic foam as Styrofoam SM and manufactured by the Dow Chemical Company or Phenthane 11 . B . Ceiling : Batt type insulation for ceiling shall be 6" R- 19 unlaced fiberglass insulation as manufactured by Johns-Manville or Owens C. Perimeter Insulation Floor : Rigid insulation for installation around perimeter of floor slabs shall be 2 " thick by 24 " wide of closed cell styrene plastic foam as Styrofoam SM manufactured by the Dow Chemical Company . Pg . 30 D . All pipes in hot water heater room to be insulated with black foam type insulation by plumber . DIVISION 10 - DOORS 10 : 1 SCOPE OF WORK A . This contractor shall furnish all materials , labor , tools , and ser- vices for interior and exterior metal doors , jambs , and hardware . 10 : 2 EXTERIOR AND INTERIOR DOORS (See Door Schedule) A. Doors shall be prime coated doors by Steelcraft Manufacturing Co . , Cincinnati , Ohio or CECO Corporation . B . Interior doors shall be 20-gauge cold rolled steel with flush construction . C . Exterior doors shall be 16-gauge cold rolled steel with flush construction . D . Finish shall be baked- in neutral primer electrostatically applied and ready for field finishing . E . Double acting doors between restaurant and service corridor and restaurant and restroom hallway shall be Eliason Easy Swing SCP8 right-hand or left-hand solid core door with windows as shown on drawing . This door comes pre- finished with Spanish Oak vinyl cover . 10 : 3 EXTERIOR AND INTERIOR DOOR JAMBS A. Exterior door frames shall be 16-gauge cold rolled steel . 8. interior door frames shall be 18-gauge cold rolled steel . C. Hardware to be mounted by drilling and tapping . D. Provide masonry jamb anchors for all exterior doors and drywall anchors for all interior stud walls . Seal and anchor all jambs to walls . E . Finish shall be same as doors . 10 : 4 CRAFTSMANSHIP A. All work shall be carefully assembled true to lines , planes , and designs and shall be set accurately , plumb and true , and subject to the approval of the owner ' s representative . Pg . 31 B . The finished work shall be strong and rigid , neat in appearance , and free from defects . Plain surfaces shall be smooth and free from warping or buckle . Miters shall be well formed and in true alignment . Fastenings shall be concealed where practicable . Ex- posed screws shall have countersunk oval heads . 10 : 5 SUBSTITUTIONS A. Material listed is Waffle House standard and no substitutions ac- cepted except as follows : Hinges ( standard Hagar ) ; Stanley , McKinney ; locks : (Corbin) Russwin , Sargent ; closures (Corbin ) Russwin , Sargent . Lock for Door No . 10 is custom built and sub- stitution will not be allowed . 10 : 6 HARDWARE ( see schedule on plans ) DIVISION 11 - STOREFRONT AND FASCIA 11 : 1 SCOPE OF WORK A. Furnish all labor , materials , equipment and scaffolding required for exterior doors , storefront , and fascia . 11 : 2 MATERIALS A. Aluminum entrance and storefront 1 . CFor standard non- insulated glass ) : Manufacturer : Amariite Anaconda with #80 Dark Bronze Amanodic Finish . Entrance door , frame and hardware : Single acting door opening outward--#3684 , Safetyline Encore door with standard hardware to include Read- ing Series 600 door closure at top inside door : locks shall be Adams-Rite maximum security lacks , 4" threshhold . Materials attached to walls and head to be #40264 . Sill shall consist of #26016 sidelight base . Horizontal bar shall consist of #40144 with #40930 face member . Push/pull plate on door . 2 . (For insulated glass ) : Manufacturer : Amarlite Anaconda with #80 Dark Bronze Amanodic Finish for glazing of 1 " insulat- ed windows . Entrance door , frame and hardware : Single acting door opening outward - #3684 , Safetyline Encore door , with standard hardware to include Reading series 600 door closure at top inside door : Locks shall be Adams-Rite maximum security locks , 4" threshhold . Material to be attached to walls and head to be #40001 , vertical mulls #40001 with #40002 , at turns of corners #40010 with $40092 . Sill shall consist of #26016 sidelight base . Horizontal bar shall consist of #40003 and #40002 and face member #40004 . Pg . 32 11 . 3 PANEL B . Glass 1 . All units built on a line north of Nashville , Tn . , shall be furnished with one- inch insulating glass and insulated panels below. All units built on a line south of Nashville , Tn . , shall be furnished with 1 /4" clear plate glass and un- insulated panels below glassline . 2 . (One- inch glazing north of Nashville line ) : Glass will be one- inch clear insulated glass in all areas except vestibule and doors . Vestibule and doors will be 1 /4" clear tempered glass in accordance with Federal and State laws . 3 . (One-quater inch glazing south of Nashville line ) : All glass will be 1 /4" clear plate glass as manufactured by PPG , LOF , Guardian or approved equal . All areas requiring safety glass will be 1 /4" clear tempered glass . All doors will be 1 / 4 " clear tempered glass . 4 . Vestibule shall have two- inch vacuum break above door . 11 : 3 PANEL A. (One- inch insulated north of Nashville line ) : Material will be Weyerhaeuser Panel 15 , Statuary Bronze . Panels used below chair rail height will be single face 5/ 16" thick installed back- to-back with 1 /2" styrofoam laminated in between . All panels in vestibule area will be double face . Panels above storefront and in air re- turns shall have Panel 15 with Bronze "J " mold and "H" mold . Di - vider bars should line up with all verticals . B . (One-quarter inch panel south of Nashville line) : Materials will be Weyerhaeuser Panel 15 , Statuary Bronze , except all panels shall be double face . C. Three ( 3 ) panels in front stretch booth area will be single face Weyerhaeuser Panel 15 , Statuary Bronze . Panels north of Nashville line shall receive 5/ 16" thick insulation installed before kitchen equipment arrives . 11 : 4 EMERGENCY EXIT DOOR A. Manufacturer : Amarlite Anaconda No . 80 Dark Bronze Ananodic Finish B. Exit door , frame and hardware : Single acting door opening outward , #3674 , Model 72 , narrow stile , with hardware to include reading series 600 door closure or equal mounted at top of door on inside , exit device to be Detex Exit Control Lock , 4- inch threshhold . Material attached to jambs and head to be #40142 , vertical mulls #40170 . Sill to be #26016 sidelight base . Horizontal bar to be #40290 face . Emergency exit sign with two- inch white letters on red background . ^g . 33 11 : 5 FA'_CIA AND TRIM A . Fascia and trim to be Johns- Manville Permatonr: s - lounshine Yellow with moldings _ 11 : 6 CRAFTCMANCHIP A _ All items under this heading shall b:: set in ` heir correct loca- tions as shown in the detail ::; ; shall be level , square , plumb , at proper elevations and in alignment with other wort: . B . All joints between interior and exterior masonry shall be rightly caulked in order to secure a watertight job . All materials shall be screwed in place using masonry plugs as required . C . Where moldings are joined , they shall be accurately cut and fitted to result in a tightly closed joint and caulked to make a water - tight joint . D . After erection , the general contractor shall adequately protect exposed portions of the grid framing from damage by grinding and polishing machines , plaster , lime , acid , cement or other harmful compounds . 11 : 7 CLEANING A . The general contractor shalt be responsible for removal of pro- tective materials and cleaning storefront and fascia with plain water or mild detergent prior to turnover . DIVISION 12 - FINISHES 12 : 1 SCOPE OF WORK A . Contractor to provide labor , material , and equipment for finishes specified . B . Exterior : All exposed metal construct"ion , except aluminum, shall be paintd with Architectural Brown as manufactured by Pittsburg Paint Company . C. Interior : All surfaces to receive finish work as shown . All cor - ners shall receive appropriate trim or caulk to make a smooth fin- ished appearance . Pg . 34 D . Cleaning of all dust and dirt accumulations from all surfaces prior to painting and all surfaces prior to turnover . E . Preparation of painted surfaces : 1 . Generally , prior the application of paint , all surfaces shall be cleaned , sanded and otherwise prepared to entirely remove dirt , grease , oil or scale and the surface left clean , smooth , dry , and in proper condition to insure bond and the best quality finish . 2 . Metal surfaces where rust , scale or loose paint exist , such de- fects will be entirely removed by wire brushing , chipping , and scraping . Grease and oil shall be removed by washing with min- eral spirits . Accumulated dust , dirt and grime shall be re- moved with tri -sodium phosphate or a solution composed of one ( 1 ) quart Naphtha and two (2) pounds soap powder to five ( 5 ) gallons of hot water . 3 . Brush coats shall be applied to all surfaces that are to be painted and shall be interpreted as being an addition to all shop coats . F . Materials 1 . All paints , enamels and other finishing products shall be of the first quality materials as manufactured by Glidden , Durkee , Benjamin Moore or Pittsburg and shall be of type appropriate to the particular surface and area involved . a . Concrete block and concrete exposed surfaces throughout the interior shall be painted one ( 1 ) coat of Glidden #5317 Acrylic Masonry Block Filler and two (2) finish coats of Glidden Y5250/Y5452 Epoxy Chemical resistant finish , white in color . Contractor to ensure oil base and latex base paints are not mixed . b . Gypsum wallboard with unfinished exposed surfaces through- out the interior shall be painted one ( 1 ) coat of Glidden #3416 primer and two (2) finish coats of Glidden Y5250/ Y5452 Epoxy Chemical resistant finish , in white color . C . Ferrous metal surfaces , both interior and exterior , shall be painted two (2 ) coats of Glidden #4656 Architectural Brown . d . Ceiling to be painted with two coats of Sherwin Williams Industrial Base Enamel Donkey Brown ( light brown ) . Pg . 35 e . Exterior and interior painting shall be solid colors . See finish schedule on working drawings . f . Paints , enamels and stains of whatever nature shall be mixed and delivered in clearly labeled , sealed containers and used in strict conformity with the manufacturer ' s directions . g . Thinning of factory mixtures will not be permitted . h . Turpentine shall be gum turpentine or steam distilled wood turpentine complying to the Standard Specifications D- 13 of the ASTM latest revision . F . Craftsmanship 1 . Provide ample protection to equipment and personnel during the preparation of surfaces and painting . 2 . No surfaces exposed to outside atmosphere shall have paint ap- plied in damp , rainy or otherwise inclement weather and in no event when the temperature is below 50 degrees F . 3 . No enamel shall be applied when the temperature to which it is exposed in application is below 60 degrees F . , nor shall it be applied in interior areas which are not closed and protected from draft and dust . 4 . All paint and enamel shall , unless otherwise specifically pro- vided , be applied with hair brushes , evenly spread and well brushed , enamel shall be evenly flowed . 5 . All work shall be done in a neat and workmanlike manner by skilled mechanics and shall be uniform in color , texture and appearance . It shall be smooth and free from runs , sags , de- fective brushing , crawls and like mechanical imperfections . 6 . At completion , all paint , oil , and stains shall be removed from walls , floors , woodwork , glass , hardware and all other similar items . Touch up and restore finish where damaged or defaced and leave all in first class condition . 7 . Ceiling to be installed and painted before kitchen equipment installed . If not , general contractor assumes full liability for damage to installed kitchen equipment . DIVISION 13 - CERAMIC TILE P g . 3 6 13 : 1 SCOPE OF WORK A . Furnish and install all ceramic and quarry tile and grout on floors and walls where specified . Tile contractor shall submit an alter- nate bid for mud set ceramic tile . 13 : 2 MATERIAL QUALITY A. Contractor shall insure that all materials used will be first quality and conform to ANSI A 137 . 1- 1967 and Federal Specification SS-T-30BC and a "Master Grade Certificate" provided owner ' s repre- sentative , if required . 13 : 3 CRAFTSMANSHIP A. Surfaces to receive tile , including inserts and accessories , will be clean , dry , free of oily or waxy films , firm, level , and plumb . Sub floor surfaces which vary more than 1 /4 " in ten feet from the required elevation are not acceptable . Plane of wall surfaces to be plumb , level , and true with square corners . variations of more than 1 / 4" in eight feet are not acceptable . B . Report to the owner ' s representative in writing all such defects . Do not proceed until satisfactory corrections have been made . C . All the penetrations for pipes , conduits , etc . , shall be grouted or covered smooth . D . Starting of work implies acceptance of surface to receive tile and all work required under the tile has been done . 13 : 4 PROTECTION A. Eliminate or limit all traffic on floor after placing for 48 hours to ensure tile is set . Do not install tile when the temperature is below 50 degrees F . , or when backing surfaces contain frost . Maintain temperature above freezing until mortar and grout have cured . 13 : 5 INSTALLATION A. All ceramic and quarry tile shall be installed in accordance with the Tile Council of America . All quarry and wall tile is to be in stalled to finished planes using the " thin set " Latex-Portland Cement Mortar system in accordance with ANSIA108 . 5 American Stand- ards Specifications . See plans for type of the for floors and walls . Quarry tile on floor to be running bond with length of building . Wall tile to be stock bond . Pg . 37 13 : 6 GROUTING A . Force maximum amount of grout into joints . Before grout sets , strike the joints flush to edge and fill all joints flush with sur - face of square edge tile . Use grout as specified and follow grout type and color . B. Cleaning 1 . Sponge and wash the thoroughly , diagonally across joints . Polish with clean , dry cloths . Do not use acid or acid cleaners to clean glazed tile . DIVISON 14 - CEILINGS 14 : 1 SCOPE OF WORK A. Contractor to furnish all labor , material , scaffolding , equipment , and services necessary for and reasonably incidental to the com- petion of ceiling in building ( interior and exterior ) . 14 : 2 EXPOSED SUSPENDED CEILING SYSTEM A. The exposed suspended ceiling system shall be Donn DX exposed grid system as manufactured by Donn Corporation , Westlake , Ohio . Com- ponents shall be formed from commercial quality cold-rolled steel , electrogalvanized coated and pre-painted . B . The ceiling pattern shall be as shown on the drawings using the following components : 1 . MAIN TEE with a double web design and with a rectangular bulb ; with 15/ 16 exposed flange with a roll formed cap ; with cross tee holes at 6" on center ; with integral reversible splice . 2 . DX CROSS TEE with double web design and with a rectangular bulb ; with a high tensile steel and clenched to the cross tee web that shall interlock with opposing cross tee through main tee web holes . Lower flange extended and offset to provide a flush level intersection . 3 . WALL MOLDING with a channel or angle shape and with a pre- finished exposed white face . 4 . Main tees shall be supported from structure above by No . 8 gauge hanger wires spaced not over 40" on center . Proper fram- ing members shall be furnished and installed for all diffusers , light fixtures and other recessed items as required . All ex- posed angles and tees shall receive a standard satin white enamel finish in the areas where lay- in ceiling tile is in- stalled . Pg . 38 C . Concealed ceiling suspension system shall be galvanized steel Zee runners , spaced 12" on center ; shall be secured by galvanized wire clips at right angles to 1- 1 /2" primary furring channels . Kergs not engaged by Zee runners shall be sealed and leveled by means of ribbed galvanized steel filler strips _ A baked enamel off-white finish galvanized steel molding shall be installed where border units about the wall or other vertical surfaces . Border tile springs shall be used where necessary to keep border units aligned with field and wall . All ceilings to be insulated with 6" batte of fiberglass insulation to include the area above the soffit . 1 . Gypsum board ceilings are to be attached to a suspended frame- work for support of the ceiling board composed of 1 - 1 /2" cold rolled steel channels for main runners and the Gold Bond screw furring channel . 2 . Space main runners 4 ' on center maximum. Main runners are sus- pended with 9-gauge (minimum) galvanized wire spaced 4 ' on center maximum. 3 . Secure screw furring channels to main runners with 1- 1 /2" Gold Bond furring channel clips , alternating sides at each inter- section , or saddle tie with double strands of 16 gauge galvan- ized tie wire . 4 . Main runners and furring must have a minimum clearance between their ends and any adjacent structure . A main runner must be located within 6" of parallel walls . The ends of these runners must be supported by hangers not more than 6" from the ends . The closest edge of the furring member must be no more than 2" from the parallel wall . At openings for vents , light fixtures , etc . , that interrupt runners or furring , reinforcement must be provided to maintain support equal to that of the interrupted members . 5 . Apply ceiling board with 1 " type "S" screws , 12" on center max- imum_ 14 : 3 ACOUSTICAL TILE A . Acoustical tile designated "A" on the plans shall be Acoustiflex 12 x 12 x 58" smooth finish . Installation shall be by mechanical suspension , on the concealed Z system ( see 14 : 2 above ) . B_ Acoustical lay- in panels designated "B" on the plans shall be Donn Shield 2 ' 0" x 4 ' 0" x 1 /2" thick , fire-rated vinyl covered drywall , or equal , with smooth finish . Installation shall be by suspension on exposed tee system ( see 14 : 2 above ) C. Gypsum board ceilings are to be 5/8" fire-rated wall board with tapered edge . Gypsum board is to be attached to furring channels with Type "S" screws at 12" on center maximum and all joints taped and filled with joint compound and prepared to receive epoxy- finish pg . 39 D . Outside porch ceiling (ceiling over walkways ) shall be white , Rey- nolds "Pam Al " soffit panels with every third panel " lanced" . Con- tractor shalt furnish all suspension channels , edge moldings , run- ner channels also manufactured to match soffit panels . E . Restaurant ceiling to be painted to include edge molding after in- stallation Sherwin Williams Donkey Brown ( light tan ) . 14 : 4 CRAFTSMANSHIP A. Only mechanics skilled in this type of installation shall be employed for this work and care shall be exercised in laying out the work to make a neat overall ceiling pattern with a minimum of cutting . After installation , contractor shall carefully clean all tile and all debris shall be removed . DIVISION 15 - SPECIALITIES 15 : 1 SCOPE OF WORK A. Furnish and install all special furnishings as shown . 15 :2 OWNER FURNISHED EQUIPMENT A. The contractor shall install equipment as shown . B . Kitchen Equipment : See equipment schedule . To be delivered on site , assembled and set into place by the kitchen equipment sup- plier . Plumbing , electrical and gas service to the equipment is to be furnished by the contractor as shown . 15 : 3 INSTALLATION OF MENU SIGNS , WALL AND DOOR SIGNS A . Menu signs , door signs , etc . , will be furnished by kitchen equip- ment supplier . The general contractor is to install these items . Mounting devices and shields by contractor . 1 . Dry chemical hand extinguisher , Badges Model *5-KS, Class B & C MOUNTED ON WALL IN CORRIDOR AREA BEHIND SWINGING DOOR LEADING INTO RESTAURANT AREA. 2 . Dry Chemical Hand Extinguisher , Badges Model #SDC-5 , Class B & C. 5 pound capacity with gauge . MOUNTED INSIDE SMALL FORMICA CABINET DIRECTLY UNDER CASH REGISTER . Pg . 40 15 : 4 VENETIAN BLINDS A. The venetian blinds will be purchased and installed by the general contractor . Blinds will be color 064 Bronze , both sides two inches 15 : 5 SOIL POISON A. General contractor shall arrange for ground under concrete slab to receive termite treatment . One of the following chemicals shall be used . 1 . Chlordane (4 . 0 concentrate) : Strength of solution by weight -- 0 . 5%; water dilution ratio by volume----47 . 1 . 2 . Dieldrin ( 1 . 5 concentrate) ; strength of solution by weight --- 0 . 5%; water dilution ratio by volume----35 : 1 . 3 . Aldrin (2 . 0 concentrate) : Strength of solution by weight 0 . 5%; water dilution ration by volume 47 : 1 . B . Materials shall be delivered to the job site in their original un- broken containers . Labels shall show name of concentrate , manu- facturer and chemical analysis listing active ingredients in order of descending volume . C . Concentrates shall be diluted with water at the job site . D . The application of soil poisons shall be made at least 12 hours prior to the placement of concrete slabs . Contractor shall notify the owner ' s representative at least 24 hours prior to the time of application of soil poisons . E . Soil poisons shall not be applied when soil or fill is excessively wet . Applications shall not be made until preparations for slab placement have been completed . F . Soil poisons shall be applied uniformly to all areas beneath con- crete floor slabs on grade . A minimum of 100 gallons of soil poison shall be uniformly applied to each 1000 square feet of area to be treated . Ground areas beneath paving which abutts building shall be similarly treated for a distance not less than five feet from the building . Outside perimeter of building . adjacent to foundation walls . shall be treated at the rate of two gallons per ten lineal feet . G. Treated soil area shall be protected from heavy rainfall during the time lapse between the application of toxicants and placing of concrete slabs . pg . 41 DIVISION 15 - SPECIALITIES (OPTIONAL) 15 : 6 AWNING A. Awning to be installed when building is super stretched to accom- modate more than 50 people . B . Scope of work : Awning to be installed per outline on drawing . Contractor to furnish all materials to include frame . Wood sup- ports behind existing yellow fascia furnished by others . C . Material : Vinyl coated polyester 15 oz . per square yard with ex- pected life of seven to eight years . Panels heat sealed with nine- inch stripe . Metal : Tube frame one inch : (square or round) primed with red oxide and finish coated with bronze enamel mounted on four foot or less centers and around entire perimeter . Anchored with moulding #898 to wood with screws . D . Color : Yellow #504 and brown #525 and black alternating stripes of nine- inch width with heat sealed seams . Color samples to be ap- proved by Waffle House , Inc . , prior to installation . E . Valance : Nine inch drop valance with straight border . Valance to be no lower than mid-point of globe fixtures existing in restaurant F . Awning width to vary with existing parking lot situation and space . Coordinate with owner ' s representative . G. Craftsmanship : Awning shall be installed in a professional manner with all corners , edges and seams neatly sewn or heat sealed . Con- tractor to verify mounting location with owner prior to beginning work . DIVISION 16 - ELECTRICAL 16 : 1 SCOPE OF WORK A. The electrical work commences with the point of electrical service where shown on the drawings and includes furnishing all material and labor for a complete electrical installation as indicated in plans and specifications . The installation shall be accomplished by workmen skilled in this type of work . pg - 42 B_ Codes : 1 . Work shall comply with requirements of the following : a . National Electrical Code - 1984 Edition , NFPA 70 b _ National Fire Protection Association Publication #101 (Life Safety Code-1967) C . Local codes and ordinances d . Essential Electrical Systems for Hospitals , NFPA 76A , 1976 C. Verification 1 . Verify all construction dimensions as the project and make changes necessary to conform to the building as constructed . Work improperly installed due to lack of construction verifi - cation shall be corrected at the contractor ' s expense . 16 : 2 MATERIALS AND EQUIPMENT STANDARDS A. Material , apparatus , and equipment shall be new and shall bear the Underwriter ' s label when such labels are applicable . B _ Publications and Standards of Organizations as to their abbrevia- tions and hereinafter shown , shall be listed as follows : 1 . (UL ) UNDERWRITERS LABORATORIES , INC . 2 . CIPCEA) INSULATED POWER CABLE ENGINEERS ASSOCIATION 3 . (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 4 . CNEPA) NATIONAL FIRE PROTECTION ASSOCIATION 16 : 3 COOPERATION AND TESTING A . Electrical contractor shall schedule the work and cooperate with all trades to avoid delays , interferences and unnecessary work . If any conflicts occur necessitating departures from the drawings and specifications , details , and reasons shall be submitted to the owner ' s representative . B . Electrical contractor shall submit written certifications that electrical systems are complete and operational . Submit certi - fication upon owner ' s representative ' s request . C. At the time of turnover of electrical work , electrical contractor shall demonstrate the operation of electrical systems to include proper labeling of electrical panel in correct Waffle House system of labeling . Pg . 43 16 : 4 APPLIANCE AND EQUIPMENT CONNECTIONS A. Provide PVC insulated flexible cord sets for all cord and plug connected appliances and equipment . Cords shall be sized in ac- cordance with electrical circuits indicated on the drawings . Multiple conductor cords shall be type "SO" cable with PVC jacket and green insulated ground conductor . B . All motors except where specified herein , shall be furnished under other sections of the specifications . Confirm all motor locations . Motors supplied shall be of the voltage and phase characteristics as shown on the drawings . The horsepower ratings indicated are for guidance and do not limit the equipment size . When electrically driven equipment furnished under other sections of these speci - fications differs from the contemplated design , the contractor shall be responsible for the ncessary adjustments to the wiring , disconnect devices and branch circuit protection to accommodate the equipment installed . C . Motor Wiring 1 . Furnish and install power wiring to motors and mechanical equipment . Wiring into motor or equipment terminals shall be complete with connections through associated disconnect switches , and motor starters , including " in- line" ( branch circuit power line ) controlling devices . 2 . Receive , store , and install individually mounted starters and controllers for motors . 3 . Wiring shall be in conduit with final connection to rotating equipment made through a section of PVC jacketed flexible con- duit . 4 . Multi -speed reduced voltage start motors shall be connected as recommended by equipment manufacturer . 5 . Motors shall be grounded as specified under "Grounding System" . D . Control Wiring 1 . Control wiring and empty conduits for control wiring to be fur - nished as shown on drawings . pg . 44 2 . Control wiring is defined as that wiring which provides con- nections between control circuit elements and does not provide the power circuit into motor or heating equipment terminals . Where a control device , such as push button , thermostat , fire- state , is to be installed in the branch circuit power lines , these devices shall be received , stored and installed as indi - cated in the drawings and called for under "Motor Wiring and Electric Heaters" . 3 . Coordinate the installation of " in- line" (branch circuit power line) control devices with requirements in other sections of the specifications . 16 : 5 DISCONNECT SWITCHES A. Disconnect switches shall be quick-make , quick-break , Underwiters labeled heavy duty safety switches . Switch ratings shall be for the applied voltage and current . Unless indicated on the drawings , disconnects shall be non-fused type unless otherwise required by local codes . B . Disconnect switch enclosures : 1 . For indoor - NEMA 1 - general purpose 2 . For outdoor - NEMA 3R- raintight C . Manufacturers : General Electric , Westinghouse , ITE , Square D D . Designate with permanent labels , the maximum allowable fusing capacity for fusible switches that are supplied with conductors rated less than the switch rating . E . Disconnects for 120V motors 1 /2 h . p . or less shall be horsepower rated toggle switches in steel outlet boxes . 16 : 6 FUSES A. Labels shall be provided on the inside of the door of all panels and on outside face of disconnect switches , motor starters , etc . Labels for equipment shall agree with description as shown on kitchen equipment drawing . B . Provide N . E . C . , dual -element time-delay or current limiting fuses for specific applications only where indicated on the drawings . C. Fuse manufacturers : Bussman , Chase-Shawmut , General Electric . pg . 46 16 : 7 LABELS A. Labels shall be provided on the inside of the door of all panels on outside face of disconnect switches , motor starters , etc . Labels for equipment shall agree with description as shown on kitchen equipment drawings . 16 : 8 METERING A. Metering equipment will be provided for the electrical service . Metering shall be arranged with the utility and shall be installed in accordance with the utility company ' s requirements . 16 : 9 BRANCH CIRCUITS A. Branch circuits shall be multiwire two (2) , three (3) and four ( 4 ) wire circuits run from the panels to outlets as indicated on the drawings . Each set of three (3) or less ungrounded conductors in same conduit enclosure shall have a neutral conductor , which shall be sized for not less than the unbalanced current of its associated ungrounded conductors . 16 : 10 CONDUIT A. All conduits and electrical metallic tubing shall bear the Under - writer ' s label and shall be steel galvanized . Minimum size of con- duits for branch circuit wiring shall be 1 /2" . B . Where the word "conduit " is used in this specification , it shall mean either thick wall rigid metal conduit , rigid non-metal con- duit , electrical metallic tubing , or non-metallic UL rated PVC con- duits as set forth herewith . Where the words " flexible conduit " are used , it shall mean either jacketed liquid-tight or unjacketed flexible conduit as set forth herewith . C . Provide liquid- tight flexible conduit connections to rotating or vibrating machinery and equipment . Provide unjacketed flexible conduit connections to lighting fixtures in lift-out type ceilings to an outlet box located above the ceiling . D _ Provide non-metallic (PVC) conduits for outdoor lighting branch circuit wiring , secondary service conductors between power company transformer and main switchboard and at other locations where specifically indicated on drawings . Pg . 46 E . Products 1 . Steel conduit manufacturers : ETP , Republic , Wheatland , Allied , Triangle , Senator /Southwire . PVC conduit manufacturers : Carlon , Sedon , Certain-Teed . Connectors and couplings for electrical metallic tubing shall be Underwriters listed " rain- tight " compression type and made of steel . Connectors shall be complete with insulated throats of set screws (multipoint connection , indent or die cast fittings are not acceptable ) . Fittings shall be manufactured by Thomas & Betts , Efcor , Raco , Appleton , Steel City , ETP . 2 . Conduits passing through concrete or masonry walls underground shall be complete with watertight wall seal gland fittings , OZ type WSK . Ground bushings shall be OZ type BLG . 3 . Flexible conduit shall be a minimum length of eight inches . 4 . Flexible conduit for connections to lighting fixtures shall be 3/8- inch diameter and minimum 48 inches and a maximum of 72 inches in length and shall be non- jacketed with a continuous strip cold rolled galvanized steel core ; liquid-tight flexible conduit shall be as manufactured by Electric-Flex , Anaconda , Flexiguard . 5 . Connectors for flexible conduit shall be Underwriters listed with insulated throats . Connectors for liquid- tight conduit shall be compression type , made of steel and provided with O-ring . Connectors metal ferrule shall provide positive ground circuit continuity . Connectors for non- jacketed flexible con- duit shall be squeeze- type and made of malleable iron . Flexi - ble conduit connectors manufacturers : Raco , Appleton , Efcor , Thomas & Betts . 6 . Non-metallic conduit shall be schedule 40 , 90 degrees C — rated polyvinyl chloride , Underwriters Laboratories listed for under - ground direct burial . 7 . At the option of the contractor , intermediate metal conduit ( IMC) may be used in lieu of thick wail rigid metal conduit . IMC shall be hot dipped galvanized steel manufactured in accor- dance with UL Standard #6 or #1242 . Pg . 47 F . Execution 1 . Conduit bends and offsets shall be made with a conduit hickey or conduit bending machine . Crushed or deformed conduits shall not be installed . 2 . All conduits shall be concealed above ceiling in building walls or in floor construction except as noted or shown otherwise . Where conduit risers go in masonry block walls , conduits shall be installed before walls are built . No horizontal runs shall be made in walls and partititons without permission of the architect . 3 . Conduits installed underground outside building foundations shall be a minimum depth of 30 inches below finished grade . 4 . Conduit larger than 3/4 inch installed in ground floor concrete slab shall be covered top and bottom with a minimum of two (2) inches of concrete . Thicken slab by depressing waterproof bar - rier on gravel to provide minimum cover or run conduit under the concrete slab and encase in concrete . 5 . Conduit installed in structural concrete slabs shall be in ac- cordance with the requirements of the "ACI 318-63 Building Code Requirements for Reinforced Concrete" publications . 6 . Exposed conduits below eight feet shall be rigid thick wall and shall be run parallel to or at right angles with the adja- cent wall corners . Support conduits on the ceiling or wall by means of a minimum of one screw galvanized clips or trapeze hangers . 7 . Conduits shall be grounded as provided by the National Electri - cal Code and these specifications . Paint conduits threads with "LPS Zinc Rich" where conduits are installed below grade or where male threads are non-galvanized . Prevent lodgement of plaster , dirt or trash in conduits , boxes , and fittings . Seal conduits with plastic or metal caps on conduit ends . Store conduit in racks above ground . Pg . 48 8 . Except where otherwise indicated , conduits installed under- ground or in on-grade concrete floor slabs shall be thick wall rigid conduit with threaded couplings . Rigid conduits shall be used for all runs where subject to mechanical injury and for feeder circuits . 9 . Conduits run above ceilings shall be supported from the build- ing structure , independent of ceiling system support . 16 : 11 CONDUCTORS A . Conductors shall be 600 volt rubber or thermoplastic insulated copper of 98 percent conductivity , single conductor unless other- wise indicated . Every coil or wire shall be in the original wrap- ping when delivered to the job site . B . Branch circuit conductors shall be a minimum of #12 size AWG and shall be 75 degrees D . type "RHH-RHW-USE" insulation for wet or dry locations unless noted otherwise . Number 12 size shall be soli solid , #10 and larger shall be stranded . "THWN-THHW" may be used in lieu of #12 "THW" ; however , conduit shall be sized for type THW. 1 . Branch circuit conductors inside lighting fixtures shall be stranded and type "THNN" , "RHH" , "THW-NTW" or "FEP" minimum of 90 degrees C . , 600 volt , size #12 AWG . 2 . Conductor manufacturers : General Cable , Triangle , General Electric , Anaconda , Okonite , Hatfield , Diamond , Rome , Collyer , Phelps Dodge , Senator /Southwire , Except . C . Execution 1 . Conductors shall be installed in conduit . The number of con- ductors installed in any conduit shall not be greater than the number for which the conduit is approved . 2 . No conductor shall be puilled into conduit until the conduit system is complete . Ideal #77 , Carlon-Slikum, Burndy "Slikon " , or "Y-ER-EAST" pulling compound shall be used in pulling con- ductors into conduit . 3 . Conductors shall be continuous from outlet to outlet and from outlet to junction box . No joints or splices in conductors will be allowed in the conduit . 4 . Connections to all circuit breakers and disconnect switches to the mains in all panels and taps and splices in all conduc- tors #8 and larger shall be made with solderless lugs and con- nectors . pg . 49 5 . Connections at fixture outlet boxes and within fixtures shall be made with mechanical connector . Connectors shall be Ideal , T&B or Burndy "Wing Nuts" or "Crimp" types . Wire nut type con- nectors are not acceptable , neither porcelain nor plastic type . 6 . Insulation on branch circuit conductors #10 and smaller through out the electrical system shall be color coded . Conductors #8 and larger shall be color coded with one ( 1 ) inch wide colored tape with tape applied at each end of conductor so as to be visible within the enclosure . Color coding for each phase , neutral or ground wire shall conform to the electrical code . 16 : 12 OUTLET BOXES/PULL BOXES A. Each Fighting fixture , receptacle and switch device , signal device , etc . , shall be provided with an outlet box . Boxes shall be of suf- ficient size for the number of conductors in the box . B . Products 1 . Where concealed wiring is indicated , provide a flush mounted galvanized pressed sheet steel outlet box , 1 - 1 /2" by 4" by 4" minimum size , complete with raised device cover . Boxes for use in masonry block or tile walls shall be square cornered tile type . 2 . Pull boxes shall be galvanized sheet steel with lapped and welded joints , 3/4" flange and removable screw cover . 3 . Outlet box manufacturers : Raco , Appleton , Steel City , Thomas & Betts _ C . Execution 1 . Where exposed wiring in rigid steel conduit is indicated , provide cast outlet box with threaded hubs . 2 . Separate outlet boxes shall be provided for flush or recessed fixtures and fixtures shall be removable for access to outlet boxes . 3 . Where conduit enter sheet steel outlet boxes , cabinets or pull boxes , fasten with two locknuts and insulating bushings or single locknut and combination locknut /bushing . Pg . 50 4 . Outlets shall be provided in the wiring system wherever re- quired for pulling of wires , making connections , making trans- itions from one wiring method to another and a mounting of wiring devices , signal devices or lighting fixtures . At the discretion of the owner ' s representative , any outlet may be relocated up to ten ( 10) feet without incurring any additional cost . Relocation must be made prior to roughing . All outlets occuring in wall panels or in other architectural features shall be centered . Mounting height dimensions refer to the finished floor level if inside and grade level if outside . Outlet boxes for receptacles and telephones shall be arranged such that cover plates will be installed vertically from the floor . 5 . Outlet boxes for exposed conduit wiring shall be fastened to wall and ceiling surfaces by means of expansion screws . 6 . Junction , pull and outlet boxes shall be installed so that the wiring contained in box may be rendered accessible within any part of the building . 7 . Pull boxes shall be installed in conduit lines wherever neces- sary to avoid lengthy runs or too many bends . Pull boxes shall be rigidly supported on the ceiling or wall or on angle iron supports bolted to the surface . 16 : 13 SWITCHES , RECEPTACLES AND PLATES A . Switch devices and receptacles shall be as specified in the "Elect - rical Symbols " on the drawings or equal switches manufactured by Hubbell , Arrow-Hart , Bryant , Pass & Seymour , General Elecrtric or Sierra . B . Device plates shall be jumbo , . 040 inch thick , 302 stainless steel , satin finish , manufactured by Hubbell , Sierra or Mulberry . C . Attach switches with screws to the associated outlet box without depending on the device plate to pull them tight . Switches shall be set 4 ' 0" above the floor and shall clear the trim or corners 4 " or center the space occupied . Where standard masonry block con- struction occurs , install switches at top of sixth block above floor . D . Unless otherwise called for , receptacles shall be centered 18" above the floor and installed verticaly with the floor . Where masonry block construction occurs , install receptacles at top of second block above floor . E . Where receptacles are indicated for mounting over counter , co- ordinate exact mounting height with elevations included in archi - tecural drawings or in project shop drawings . Pg . 51 F . Install a green insulated bonding jumper between receptacles and grounded outlet boxes . G. Each outlet arranged for use as a junction box or for future device or fixture shall be fitted with a blank device plate to match other device plates . H . Floor outlets and under floor duct fittings for power and tele- phone shall be as indicated and specified in the electrical symbols or legend notes on the drawings . 16 : 14 GROUNDING A. The electrical system shall be complete with a grounding system. The grounding system shall be installed with electric equipment and enclosures operating at ground potential and shall provide a low impedance path for ground fault currents . Ground system shall provide a resistance to ground not to exceed 25 ohms , as measured by the fall of potential method . B . Products 1 . Grounding conductors shall be insulated copper conductors as specified in "CONDUCTORS" . Bare copper conductors used for Ufer electrode shall be 98 percent conductive and drawn cop- per _ Driven ground rods where indicated on the drawings shall be 5/8" diameter x 10 ft . long with a bonded 0 . 01 " jacketed over a carbon steel core . UL listed under Paragraph 425H _ Blackburn Model #10- 1058 . C . Execution 1 . Provide insulated copper grounding electrode conductor in con- duit between the main service equipment ground bar and the entry point of the metallic water service pipe . Size grounding electrode conductor according to the electrical code . Make connection to water pipe in an accessible location with an Underwriters listed pressure connection ground clamp or lug . Make flanged pipe connection with lug bolted to the street side of the flange . 2 . In addition to the water service ground , provide a Ufer System ground electrode . Install at least 20 feet of #2 bare copper within and two inches from the bottom of a concrete foundation - footing that is in direct contact with the earth . Install a mechanical splicing device after the bare copper ground extends out of the concrete and extend insulated conductor to the ser- vice equipment ground bar . Insulated conductor shall be in conduit . This is to be done only if required by local code . Pg . 52 3 . Except in locations indicated on drawings , the metallic con- duit system ( rigid or electrical metallic tubing ) shall be used as permitted by the electrical code for equipment and enclosure grounding system. Provide , as defined by the electrical coded grounding lugs , straps and green insulated copper grounding conductors each utilized and sized according to the electrical code . 4 . In locations indicated on drawings , an insulated grounding con- ductor shall be installed through the conduit system to the grounding terminal of each receptacle and bonded to the metal housing of each wail mounted or suspended lighting fixture . 5 . Install insulated bonding jumper between the grounded outlet and the grounding terminal of each receptacle . Install insu- lated bonding jumper between the grounded outlet and the metal housing of wall mounted lighting fixtures . Install insulated bonding wire inflexible conduit over six feet in length , in liquid- tight flexible conduit above 1-1 /4" in diameter , and in non- jacketed flexible conduit in which the circuit conductors contained therein are protected by overcurrent devices rated more than 20 amps . Bond dry transformer cases and XO terminals with grounding conductor originating at main switchboard _ 16 : 15 PANEL BOARDS A. Panel boards shall have voltage and ampers capacities as indicated on the drawings and shall bear Underwriters labels . B . Products 1 . Panel board boxes shall be a minimum of 16" wide and provided with flush trims with doors as indicated on the drawings . C . Install correct labels according to description on kitchen equip- ment schedule . (See owner ' s representative ) D . Buss bars shall be copper and arranged bolt- in curcuit breakers or Square D " 1 - line" . Sequence phase buss bars so that two consecu- tive circuits are not connected to the same phase . Provide main breakers and lugs to accommodate feeders as shown on "Riser Dia- gram" . E . Circuit breakers shall be thermal magnetic molded case single pole and multi -pole with common trip . Interrupting ratings are RMS sym- metrical values . Circuit breakers shall have interruping capaci - ties of at least 10 , 000 amperes . Circuit breakers with greater tha than 10 , 000 amperes interrupting capacities shall as scheduled on the drawings . Pg . 53 F . Applicable standards : NEMA standards publication PB- 1 , UL-67 . G. Panel board manufacturers : General Electric , Square D , Gould or Murray . H. Prior to energizing panel boards , clean out construction dirt and debris . Panel interiors shall be dusted and scratches on fronts and barriers painted . I . Install panel boxes plumb and true and at mounting heights to lo- cate the circuit breaker handles no higher than 6 ' 6" and no lower than 24" above the floor . J _ Adjust inside panel barriers so that no openings occur between them and the panel fronts . 16 : 16 LIGHTING FIXTURES AND LAMPS A. Lighting fixtures shall be as indicated in the " lighting fixture schedule" on the drawings and shall have Underwriters labels . Pro- vide new lamp( s ) with each lighting fixture . Lamp types and quan- tities for each fixture are specified with the fixture type de- scription in the " lighting fixture schedule " 1 . Provide ballast for each ballasted lighting fixture with the type , wattage and voltage as specified with the fixture type description in the " lighting fixture schedule" with U . L . label . B . Lamps 1 . Incandescent lamps : Clear 130 volt extended service series ; par and reflector type lamps - 130 volt . 2 . Fluorescent lamps : cool white . 3 . High pressure sodium - outdoors . 4 . Lamp manufacturers : General Electric , Westinghouse , Sylvania . ITT . C . Execution 1 . Fixture housing and frame shall be arranged to match the ceilings called for on the architectural drawings and specified in other divisions of the specifications _ Pg . 54 2 . Install fixtures to center or replace acoustical the sections . Fluorescent fixtures installed in exposed grid ceilings shall be provided with a #9 gauge galvanized safety hanger wire which shall attach the fixture to the building structural system to prevent the fixture from falling due to movements in ceiling suspension channels . Provide suspended fixtures with swivel hangers . Single unit suspended fluorescent fixtures shall have twin suspension hangers . DIVISION 17 - HVAC 17 : 1 SCOPE OF WORK A. Contractor to provide materials and labor to install HVAC mechani - cal system complete according to drawings and specifications . Ma- terials which arrive on job site will be stored properly before in- 3tallation - 17 : 2 LAYOUT A . Equipment is based upon Carrier or Lennox equipment as shown on drawings . Type equipment will be determined by owner . Physical dimensions , arrangement and service connections are shown based on Lennox or Carrier equipment . 17 : 3 ELECTRICAL SERVICE AND CONNECTION A. Confirm electrical service for building from electrical drawings . B . See electrical drawings for disconnects , breaker panels , starters , contactors , motors , etc . 17 : 4 CLEANING A. Contractor shall clean up debris relating to his construction trade and leave all surfaces in proper finish treatment . 17 : 5 GUARANTEE A. All work to include service of owner supplied HVAC equipment shall include a one-year guarantee on materials and labor . 17 : 6 CONDENSATE LINES A. All condensate lines shall be trapped . Pg . 55 17 : 7 FLEXIBLE DUCT WORK A. Acceptable : ATCO, Genflex , Thermaflex , Wiremold , Metaiflex . B . Description : Helical wire supported , insulated flexible duct system with round duct connectors , clamps , extractor scoop and damper . C. Required features and accessories : 1 . Tested in accordance with UL 181 Class 1 test procedure . 2 . Clamps - steel bands , bright plated . 3 . Grommets for supporting ties in jacket . 4 . Insulation - fibrous glass 3/4 pcf density . D. 24-gauge metal duct required with 1 - 1 /2" insulation wrapped on outside . E . Air distribution products 1 . Lima . Refer to air distribution schedule on drawings for model numbers and sizes . F . Accessories 1 . Provide air extractor at each branch takeoff and behind each register . Provide turning vanes in each square elbow . 17 : 8 CURBS A . Roof curbs to be as manufactured by Custom Curb Incorporated , Chat - tanooga , TN . B . Fabricated 18-gauge galvanized steel with continuously welded water tight joints and mitered corners . Curbs shall be complete with a minimum of 1- 1 /2 inches of nailer . C. Three pound density rigid insulation , redwood or preservative treated wood nailers firmly attached to top of metal curb , built- in cant strip and galvanized steel liner . D. All fans shall be mounted on roof curb units and all shall be flashed watertight . Pg . 56 DIVISION 18 - PLUMBING 18 : 1 SCOPE OF WORK A . Work to be done under this heading is subject to the general con- ditions and includes the furnishing of permits , materials , equip- ment and services necessary for the proper and complete installa- tion of a plumbing system. All work to be installed and completed in accordance with local sanitary laws , ordinances , and codes . All required vents , valves , drains , cleanouts and fixtures shall be in- stalled . A plumbing inspection certificate shall be furnished by the contractor after completion of contract . 18 : 2 Hot and Cold Water Lines A. Run all hot and cold water lines as shown on the plan . Hot and cold water lines must be separated by at least six (6) inches . All water lines are to be installed under the concrete floor . All water lines are to be copper pipe and there will be no joints in the copper piping made in the slab or at any other inaccessible place . Supply convenient cut-off valves for each equipment item. Supply approved stop and drain cocks to easily drain all outside faucets . Insulate against freezing , where necessary , all water pipes in outside walls or exposed areas . All exposed water pipes in the water heater room will be insulated with 1 /2" foam type in- sulation . 18 : 3 WATER METER A. Water meter shall be 1 " meter with a 1 - 1 /4 " type " L " hard drawn copper main supply line to the building . The contractor will make a check of local water pressure and , if found to be less than 30 psig , will install necessary pressure tank and pump so as to guar- antee 30-35 psig . A water pressure reducing valve will be instal - led in the cold water supply so as to reduce pressure on all equip- ment to 30-35 psig , but not on the full pressure cold water hose bibb located in the water heater room or toilet flush valves . 18 : 4 WATER HEATER A. Water heater will be RUUD Model GL 75-75 . Contractor to furnish electrolytic union . Wade W-5 "shock-stop" to be installed in water supply line to the heater . Relief valve shall be Watts 4 x L . Obtain a FULL THREE (3) YEAR WARRANTY on water heater . Booster heater by kitchen equipment supplier . Pg . 57 18 : 5 DISHWASHER A. Copper tubing to booster heater to dishwasher is to be poured in concrete . Three inch conduit provided for future . A pressure gauge will be installed on the supply line in the water heater room. The water supplied to the dishwasher shall be at least 180 degrees F . All other hot water outlets are to be supplied 120 degrees F . Furnish and install unions on each side of the solenoid valve at the dishwasher . A shock stop pressure gauge , pressure re- ducing valve and vacuum breaker will be installed at the dishtable . 18 : 6 CAN WASH A. Can wash hose bibb to be hot and cold mixing type . Mixing faucets at service sink and can wash area will be equipped with vacuum breakers . All sewer drain lines and vent pipes are to be PVC Schedule 40 . 18 : 7 PLUMBING FIXTURES A. Fixtures shall be complete with all equipment , fittings , trim, etc . All fixtures shall have the manufacturer ' s guarantee , label or trademark indicating first quality . B . Fittings and trim shall be heavily chrome plated brass and , unless otherwise specified , shall be of same manufacture as fixtures , in- cluding P- traps , supplies and stops . C. Fixtures shall be of the same manufacture as listed below . Equal products by approved manufacturers are acceptable . Submittals required . D . Caulk all fixtures to surface on which they are mounted . E . Plumbing contractor to coordinate with carpenter for necesssary blocking in sheetrock walls . F . Fixture schedule - plumbing contractor to verify and meet handicap code . 1 . P- 1 Water Closet - floor mounted American Standard . a . Fixture 2222 . 016 : Madera water saver toilet with siphon jet action elongated vitreous china bowl and 1 - 1 /2" top spud . b . Flush valve 115-YBYK: Sloan Royal flush valve with solid ring support and sweat solder adaptor . c _ Seat 5320-932 : Church seat , heavy duty white Moltex solid plastic , open front , cut-out back , stainless steel check hinge _ Pg . 58 d . Miscellaneous 481310- 100 : (2) two bolt caps with clips . e . Fitting 8-2012A: Capri Dialese valves on four inch centers with spout , chrome handles , vandalproof pop-up drain and aerator and 2 . 5 GPM flow restrictor . f . Supply 8-5002 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . g . Trap 8-5260 : Cast brass 1 - 1 /4" P-Trap . 2 . P-1 Water Closet - Floor mounted Crane a . Fixture 3-297 : Neu-Saneto water saver toilet with siphon jet action elongated vitreous china bowl and 1 - 1 /2" top spud b . Flush valve 115-YBYK : Sloan Royal flush valve with solid ring support and sweat solder adapter . C . Seat 5320-932 : Church seat , heavy duty white Moltex solid plastic , open front , cut-out back , stainless steel check hinge . d . Miscellaneous : (2) two bolt caps with clips . 3 . P- 1 Water Closet - Floor Mounted Kohler a . Fixture K-4282ET : Penryn toilet with siphon jet action elongated vitreous china bowl and 1- 1 /2" top spud . b . Flush valve 115-YBYK : Sloan Royal flush valve with solid ring support and sweat solder adapter . C . Seat K-4667-C : Lustra seat , heavy duty white solid plastic open front , cut-out back , stainless steel check hinge . d . Miscellaneous K-4562 : (2) Two bolt caps with clips . 4 . P-2 Lavatory - wall hung - American Standard a . Fixture 0451 . 021 : Minette vitreous china corner lavatory with faucet holes on four inch centers and wall hanger . b . Fitting 2103 . 703 : Heritage Aquaseal valves on four inch centers with spout , chrome handles , vandalproof pop-up drain and aerator and 2 . 5 GPM flow restrictor . C . Supply 2303 . 154 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap 4401 . 014 : Cast brass 1-1 /4" P-Trap . 5 . P-2 Lavatory - wall hung - Crane a . Fixture 1 -372 : Cornate vitreous china corner lavatory with 3- 1 /3" back splash , overflow and faucet holes on four inch centers and wall hanger . b . Fitting 8-2012A : Capri Dialese valves on four inch centers with spout , chrome handles , vandalproof pop-up drain and aerator and 2 . 5 GPM flow restrictor . ' r Pg . 59 C . Supply 8-5002 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap 8-5260 : Cast brass 1- 1 /411 : P-Trap . 6 . P-2 Lavatory - wall hung - Elger a _ Fixture 051 - 1433 : Cornice vitreous china corner lavatory with shelf back , front overflow and wall hanger . b . Fitting 552- 1290 : Ultima valves with spout , chrome handles vandalproof pop-up drain and aerator and flow restrictor . C . Supply 802-0320 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap 804- 1180 : Cast brass 1- 1 /411 : P-Trap . T . P-2 Lavatory - wall hung - Kohler a . Fixture K-2766-8 : Marston acid resisting enameled cast iron corner lavatory with four inch back splash and wall hanger . b . Fitting K-8040-T : Triton II velvet valves with spout , chrome handles , vandalproof pop-up drain and aerator and 2 . 5 GPM flow restrictor . C . Supply K-7606 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap K-9000 : Cast brass 1 - 1 /4" P-Trap . 8 . P-3 Lavatory - wall hung - 13" x 13" - American Standard a . Fixture 015/ 1384 : Terry vitreous china lavatory with ledge back , front overflow and faucet holes on four inch centers and wall hanger . b . Fitting 552- 1400 : Ultima valves on four inch centers with spout , chrome handles , vandalproof pop-up drain and aerator and flow restrictor . C . Supply 2303- 154 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap 4401 . 014 : Cast brass 1 -1 /4" : P-Trap . 9. P-3 Lavatory - wall hung - 16" x 12- 1 /2" - Elger a . Fixture 051 . 1384 : Terry vitreous china lavatory with ledge back , front overflow and faucet holes on four inch centers and wall hanger . b . Fitting 552- 1400 : Ultima valves on four inch centers with spout , chrome handles , vandalproof pop-up drain and aerator and flow resitrictor . C . Supply 802-0320 : Supply to wall with wheel handle stops , flexible risers , nipples and wall flanges . d . Trap 804- 1180 : Cast brass 1 - 1 /411 : P-Trap . r Pg . 60 10 . P-3 Lavatory - wall hung - 13" x 13 " - Kohler a . Fixture K-2753 : 13 : Trailer acid resisting cast iron lava- tory with 3- 1 /2 " back splash and wall hanger . b . Fitting : Same as P-2 C . Supply : Same as P-2 d . Trap : Same as P-2 11 . P-4 Mop Sink - Floor mounted a . Fixture MSB-2424 : Powers-Fiat molded stone mop service basin with ten inch high walls and one inch wide shoulders . White in color . b . Fitting 830-AA : Powers-Fiat chrome plated faucet with vacuum breaker , integral stops , adjustable wall brace , pail hook and 3 / 4 " hose thread on spout . C . Hose and Bracket 832-AA : Powers-Fiat 30" long flexible heavy duty 5/8" rubber hose with 3 /4 " chrome coupling at one end and 4 " x 3" hose bracket with hose grip . d . Drain 874 : Powers-Fiat drain body , cast brass , cadium plated complete with cast brass locknut , washers and gaskets . Combination dome strainer and lint basket shall be included . e . Trap : Three inch "P" Trap . f . Mop hanger : 899 cc . 18 : 8 INSTALLATION A. Valves : Stops or gate valves shall be furnished in hot and cold water supply to each fixture or piece of equipment , whether or not furnished under this section of the specifications . Union con- nections shall be provided on fixture side of stop or gate valve at each fixture . B . Cleaning : Cleaning of all fixtures shall be under this section . C. Fixture supports : For support of wall hung fixtures , fixture hangers shall be secured to wall with not less than 1 /4 " toggle bolts . No lead shields will be allowed . Coordinate with carpenter for proper mounting surface and structure . Pg . 25 DIVISION 8 ROOFING, SHEET METAL AND INSULATION 8 : 1 SCOPE OF WORK A. Furnish all labor , materials , equipment and all finished roofing , deck insulation and flashing work for the building . B . Examine roof decking , cant strip surfaces and curbs to ascertain that they have required pitch and are suitable to receive roofing . If any such defective work is roofed in and roofing has to be re- moved , the removing and replacing of the roofing shall be done by the contractor without additional charge to owner . Any recommended roof substitute shall be submitted to Waffle House , Inc . , with ap- propriate cut sheets , prices , and performance data . 8 :2 MATERIALS A. Rigid insulation for use over metal roof deck shall be one inch mineral perlite board as Fesco Board manufactured by Johns-Manville Corporation . Cant strips shall be Fesco Board . B_ Roof : Shall be a Johns-Manville Corporation smooth surfaced fiber- glass reinforced built-up roof (Specifications 4G1S) with fire rated aluminum roof coating . C . Parapet flashings shall be Johns-Manville Corporation , asbestile flashing system FE- 1 over masonry parapets and FE-3 over frame parapets . D . All copings and metal trim shall be of . 040 aluminum with joints overlapped six inches and caulked at both ends of lap. and sealed with flash tape . E . Metal gutters and downspouts shall be of 24 gauge aluminum and of cross section and size shown on the drawings . 8 : 3 INSTALLATION A. Roof insulation shall be installed on metal deck in accordance with Specification No _ 503 of the Johns-Manville Corporation . Insula- tion shall be glued with JM 190 asphalt . Pg . 26 DIVISION 8 - (OPTIONAL) PREFINISHED METAL PANEL SYSTEM MARSHALL STYLE FASCIA (OPTIONAL) PART I - GENERAL 8 : 1a DESCRIPTION A. Provide a custom pre-formed metal panel system complete with pre- finished metal copings , gutters , moldings , sealants , attachments , and other accessories necessary to complete work indicated in the contract documents . B . Refer to other sections for structural supports , decking , blocking , hailers , pre-finished aluminum soffits , and sealants . 8 : 2a SUBMITTALS A. Shop drawings : Indicate shapes , sizes , finishes , and methods of attachment for each part to be used in the work . Show connections , provisions for expansion and weathertight joint systems . Shop drawings to be approved by owner ' s representative and Waffle House , Inc . B . Samples : Include each part and material proposed for use in the work , complete with color lines in the specified finish for approv- al by Waffle House , Inc . , and owner ' s representative . C. Waffle House , Inc . , to provide approval . Approval of shop drawings to be initialed and kept on file by contractor and owner . Changes desired or necesssary pursuant to the guarantee of this statement requires owner ' s approval and shall be incorporated into the work at no change in contract amount . 8 : 3a PRODUCT DELIVERING, STORING AND HANDLING A. Deliver , store and handle materials under this section using pro- cedures recommended by the manufacturer which will assure that these products will be undamaged after installation . Store panels under cover within a controlled environment until installed . 8 : 4a JOB CONDITIONS A. Prior to commencement of the work described in this section , ex- amine the applicable details , specifications and job conditions . notify Waffle House , Inc . , of any modifications in the work neces- sary for acceptance . Beginning work will constitute acceptance of the work conditions . Pg . 27 8 : 5a WARRANTY A. Manufacturer : Provide a written warranty from the manufacturer that colors will not change more than five N_B . S _ units of color in 20 years . Include provisions that should failure or loss of coat- ing bond occur within this 20-year warranty period , the manufact- urer shall repair or cause to be repaired all such defective work to the owner ' s satisfaction . 8 : 6a PANEL SYSTEM A. Materials : . 028 aluminum smooth or 24GA hot dipped galvanized steel . B. Finish : Standard baked-on polyester enamel . C . Panel finished width : ( 12" to 1611 ) o . c . manufacturer width varies High gloss yellow to be flush surface . Charcoal gray panels to be v e r t i c I e rib . D . Panel length : Provide panels the full length of run with no trans- verse joints . E . Accessories : Provide anchor clips , concealed fasteners and other accessories necessary for the complete and installed system. 1 . Clips : Stamp-formed from 22 gauge HOG steel , spaced to meet loading requirements . Identify wind loads on shop drawings . 2 . Fasteners : Aluminum or steel coated to prevent rusting . Con- ceal except where indicated otherwise on the drawings . 3 . Closures : Standard panel ciosures designed to fit between seams as indicated on the drawings . 4 . Flashings : Fabricate from the same material , thickness and finish as panels . F . System: As approved by Waffle House , Inc . Drawings reflect Perma- Clad of Georgia . However , acceptable locally available material and product may be substituted when shop drawings are approved by Waffle House , Inc . Pg . 28 8 : 7a INSPECTION A. Inspect surfaces to which the pre-finished exterior metal system( s) will be applied . Correct all conditions which may prevent the cor- rect installation of each system and part . B _ Beginning installation of this work constitutes the contractor ' s acceptance of design and job conditions . 8 : 8a INSTALLATION A. Perform installation of work under this section using persons ap- proved by the system manufacturer and having prior experience in- stalling this or comparable systems . Install this work in compli - ance with the manufacturer ' s recommendations for the design and job conditions . Use silicone sealants and flash type tapes . Protect panel and system edges from weather and exposure by use of moldings and sealants . Use soft cushioned shoes and padded construction equipment where in contact with the system finish . B . Panels : Apply over materials indicated . Install panels to correct alignment and level for detailed conditions , free from surface blemishes and without warp , bow, twist , bent corners , cracks or damaged coating . Conceal fasteners and anchors , and finish exposed edges . Pop rivets to be color equal to finish or not exposed . C. Moldings and Miscellaneous Pre-finished Metal work : 1 . Position (moldings , copings , leaders , downspouts , scuppers , cap caps , gravel stops and other ) pre-finished metal work indicated on the drawings to correct alignment and level for each de- tailed condition . Securely attach metal work to backing con- construction using fasteners and spacings as recommended by the manufacturer . Back coat pre-finished metals with asphaltic paint prior to installation over plaster , concrete and masonry . Comply with installation and fabrication requirements as indi - cated for sheet metal work . 2 . Fabricate gutter and downspout system( s ) to details and sizes indicated on the drawings in lengths not to exceed 20 ' 0" . Use watertight seam joints and gutter seal , except at expansion joints . Hold downspouts in position with metal straps securely anchored to building at approximately six feet on center , at downspout head , and within one foot of downspout bottom. Pro- vide tubes of sufficient length to extend 3" into downspouts at gutter outlets with upper ends flanged 1 /2" and sealed water tight to gutters . Extend lower downspout on to a splash block on asphalt or directly on concrete paving . Install to detailed conditions and recommendations in SMACNA "Architectural Sheet Manual " , June , 1972 . wrttttratr of (Orrapattry CITY OF h04 R4" Ervartmrut of 'iutlatup Jnoprrtton This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Ux Classification °. = $ Bldg.Permit No._ ~' — f 2=OU�k r,t 7. Group Type Construction°°��"1 —Fire District.. pT,, ,�t��fi '4l`+s c.� �r� i ary(-lt't ,uC Owner of Building ���"�`i2.. � r't;LC,C'r Address _ +: '(7' � �� Building Address--. iXl" `>0 Ll E';,L Locality B Y / Building Official Date: R .1 PWT IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: 4/27/87 Building Contractor: North Lake Foods,Inc. Building Permit Number: 8237 Address: 2395 Mayport Road Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Commercial Comments: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY Fire Chief, t d 7 r Public Works _ItMLI7------- _ r--- Planning Director _412Z4g7 _ ! ( -(> -' Building Inspector _ 4127L87_______ GANAWAY CONSTRUCTION 140 NORTH WESTMONTE DRIVE SUITE 101 ALTAMONTE SPRINGS,FL 32714 305-774-7660 February 10, 1987 City of Atlantic Beach RE: Waffle House Restaurant Mayport Road Atlantic Beach, Florida To whom it may concern: I hereby authorize Bill Dillworth to act on my behalf in obtaining all necessary building permits or associated licenses for the Waffle House to be constructed at the above-referenced site for Northlake Foods, Inc. My social security number is 218-60-7336. Sincerely, GANAWAY CONSTRUCTION COMPANY Robert M. Wilson Vice President Certificate Holder RMW/dj e enclosures Sworn and subscribed before me this 10 day of February 19 87 . (seal) IN*ry pude,Stste of f bride at Ltt My Commission Expires July 14, 1989 ail t* ro-t It k " fNn.r. Notary Public, State My commission expires Florida- BUILDING loridaBUILDING YOUR FUTURE" HOME OFFICE 4250 PERIMETER PARK SOUTH SUITE 125 ATLANTA,GA 30341 404-455-0072 CITY OF ALTAMONTE SPRINGS 329 CITY HALL,225 NEWBURYPORT AVE. ALTAMONTE SPRINGS,FL 32701 DATE: 10/20/66 0 FEE PENALTY TRANSFER BUSINESS CITY LICENSE CLASSIFICATION: $100. 00 • OU 48 L License Year Oct. 1,1 9 8 6 -Sept.30, 19 8 7 GANAWAY C O N S T R U C T I O N CO. PROVISION:ORDINANCE N0.829-85 ISSUED TO: 1'a� �4�_ 140 N. InESTMONTt UR. ALLIED PLAZA A L T a M 0 N T E SPG- I'-L 32714 CITY LICENSE OFFIC IIW CITY CLERK LICENSE MUST BE EXHIBITED CONSPICUOUSLY AT YOUR PLACE OF BUSINESS OCCUPATIONAL LICENSE 09-08-8 6SEMINOLE COUNTY,STATE OF FLORIDA 1986-1987 1. G.TROY RAY,JR,TAX COLLECTOR,SEMINOLECOUNTY.SANFORD,FL& LICENSE VALID THROUGH SEPTEMBER 30 OF LICENSE YEAR AUDIT-TRAIL AMOUNT PAID TRANSFER 09_0908-307 40 .50 .00 RENEWAL HIS FORM BECOMES A RECEIPT ONLY WHEN VALIDATED BY.RECEWtWO, MACHINE HOWINO TRANSACTION NUMBER,DATE,AND AMOUNT PAID. NOTE. — A PENALTY IS IMPOSED fOR GANAWAY. CONSTRUCTION COMPANY CONuSPICUO SLY AT YOURESTTAABLLIIS MENT 140 N .WESTMONTE DR STE 101 oFPLACE ofBUSINESS. ALTAMONTE SPRINGS FLORIDA LAW REQUIRES FILING TANGIBLE PERSONAL PROPERTY TAX RETURN PRIOR TO APRIL IST.EACH YEAR. _ - ACCOUNT CLASS FEE BASIS GANAWAY _NICK B 0030 GANAWAY 'CONSTRUCTION CO 029053-6 301-A EMPLOYEES 140 N WESTMONTE DR STE 101 TYPE OF BUSINESS ALTAMONTE SPRINGS FL 32714 J GENERAL CONTRACTORS t CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. rict No. 3 Job Address Locality owner's �— Name Contractor BUILDING CONCRETE ELECTRICAL / PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab C?-' Temp Pale ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. u S. SPS r' Wed. Thurs. Friday P.M. Inspection Made ' P.M Inspector Final Inspection❑ Certiticate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date / Permit No. Time A.M. Received P.M. District No. i Job Address Locality, ( nt Nameowner �/C ' �`���'...� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tue W Thu rs. Friday-P.M. A.M. Inspection Made Inspector FinaiInspection❑ Certificate of Occupancy 1 Date CITY OR0 t'flOF �< , 4&4X&C /beach-0;&WJ4 Office of Building Official REQUEST FOR INSPECTION Date �� v" Permit No. `3 Time A.M. Received , P.M. District No. Job Address Locality Nwne amer s Contractor �C-QT7 BUILDING CONCRETE ELECTRICALPLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ oug� ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole D. Top Out Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION �. �►- Mon. Tues. W Thurs. Fri' iday inspection MadeP. Inspector r \ Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4^&4 &44 4--&;&U*4& Office of Building Official REQUEST FOR INSPECTION Date :3 2 Permit No. �02� Time A.M. Received P.M. DI ict No. Job Address Ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Piece ❑ Pre Fab Y FOR INSPECTION A M Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector Final inspection❑ Certificate of Occupancy Date CITY -- OF n� � �/� fUtul a& Be4c.is- Office of Building Official REQUEST FOR INSPECTION Date Permit No. — —1 Time A.M. Received P.M. District No. r Job Address Lora ty Owner's T�7 Name Contractor BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing ❑ Footing ❑/,/\Rough Wiring tii Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab 1.� Temp Pole ❑ To Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPET u 9. A.M. Mon. Tues. Wed. T u a. /' Friday P.M. A.M. Inspection Made \ P.M. Inspector Final Inspection❑ Certificate of Oocupancy Date CITY OF 4&M& B=cA-99&u-46 Office of Building Official _ REQUEST FOR INSPECTION Date Permit No. � Time A.M. Received P.M� District No. , - 3 X-z � 0 Job Address ty Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLtkErING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab We Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A M Mon. Tues. Wed. Thurs. F=ayay M. Inspection Made PA4. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4&a4stw Beacjs-lkna- � Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No. Job Address " Locality Owner's Name ntractor� tUI:LDING CONCRETE ELECTRI` PLUMBING , MECHANI _r ❑ Footing --Rouph;Wirin Rou ❑ nd.& Re Roofing ❑ Slab ❑ Temp Pole Ci Top Out ❑ g Heat i n Lintel ❑ Final ❑ Fire Place ❑ Pre Fab (� READY FOR INSPf7C 0, �� Mon. Tues. Wed. r thurs,- - Friday P.M. -� �� Inspection Made - � r Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 4&4^4.0 /Slfa,04-0;&$ 4 Office of Building Official REQUEST FOR INSPECTION f �,`r � Date -' Permit No. Time A.M. Received P.M. �+ District No Job Address u Locality Owner' (I t Name Contractor { �` '�� BUILDING CRETE �J �J ' ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing liY J, Rough Wiring O Rough ❑ Air.gond.r£ ❑ Re Roofing ❑ a l❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. W Thurs. Friday-P.M. Inspection Made {} ��P. Inspector Final Inspection❑ Gertiticate of Occupancy Date CITY OF � .. - Office of Building Official �t{ REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No. d l ob Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.S ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Untel ❑ Fire Place ❑ Pre Fab RE FOR INSPECTION A.M. Mon. Tues. Thurs. Friday-P.M. f A.M. Inspection Made 4-( Inspector----- Final Inspection❑ Certificate of Occupancy Date CITY OF 0q&,o u'c Beads-0;&%d,a Office of Building Official REQUEST FOR INSPECTION Date U Permit No. ��� Time A.M. Received ` P.M. " �p District No Job Address ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& (3 As Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating n 7 Lintel 1:1 Fire Place ❑ nLt(T J � LI-)o61 )n Pre Fab 7-d DY FOR INSPECTION A.M. Mon. Tues. I� P— Thurs. Friday P.M. Inspection Made 44 p, Inspector Jc Final Inspection❑ Certificate of Occupancy Date CITY OF —4A``.� 4&"4-0 /3eculs-Flo c( Office of Building Official REQUEST FOR INSPECTION Date �� L Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foo Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday P.M. A.M. Inspection Madei�� Inspector Final inspection❑ Certificate of Occupancy Date CITY OF 4d4K&C /3P.Gu It-�lonic�a Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No all Job Address Locality Owner's ✓ Name Contractor_ ✓` BUILDING VT CONCRETE ELECTRICAL PLUMBING M �4ANICAL Framing ❑ Footing LP/ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole O Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab Y AOR INSPECTION . A.M. Mon. Tues. W Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date ' CITY OF , I 1 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. R c P.M. D ct bio• Job Address Locality Owner's Name Contractor � BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Cl Air.Cond.& ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab 6-7c READY FOR INSPECTION A.M. Mon. Tues. <!{.Wed. Thurs. Friday P.M. Inspection Made P Inspector Final Inspection LY C 'tate of Date CITY OF r*&stip ead — 57&tiW4 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 29, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, F1. 32202 The following final inspections have been made and are satisfactory: Permit #5242----2395 Mayport Road low Permit issued to Manning Electric Co. Permit # 5167--- 2020 Duna Vista Court Permit issued to Adkins Electric Co. Permit #5204---1660-2 Beach Avenue Permit issued to Brooks & Limbaugh Sin el , Rerie' rs Community Deve opment Director cc: building file CITY OF ATLANTIC BEACH FLORIDA ___,� NO. 4000 _March 17 1982_ f NAME ------------- �+ ADDRESS CITY 5228.19 YL Mater Tap Fee # 40-343-3700 (49) 6 79ISP8919C/87 000 $528.100CACG 6 79 IA 4/29/87 10001 Waffle House 2395 Mayport Road Atlantic Beach, F1. 32233 71 WILLIAM R. DILLWORTH 305-647-6727 1809 BARKER DRIVE 1280 WINTER PARK, FL 32792 63-751 ORDER "f ORIIER CITN' OF ATLANTIC BEACH ss, u' Of s Sap_ 4AKE.)CHECKS PAYABLE TQ ITY OF ATLANTA FT N "al=-""'°""l°.,,k Winter Park,Florida 32789 _ rol 063107Si31a1436200023Tim 280 °} r � erP J � Z �f[ dY Y NAI. :'4t ! " 3 FY 1_. r °r�S v... !13 srni t r -�4 v 'T gh kyr,�, � r7 CYr ��,J', � �vF ,n .5�A ;i r� i.�r; `•;A7' M:P..,;. +511oq. Ye �u r .. X+,3•`.. _ [,� s" A FORM �8 OOC - 86 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD AOMINIST401Ee ST THE DEPARTMENT OR COMMUNITY AFFAIRS 8CI STATISTICS = NON - RESIDENTIAL BUILDINGS PROJECT NAME Waffle House Store PERMITTING OFFICE= AOOREls : _-0 JURISDICTION NO. ' 261100 CITr. ZIP COOL PERMIT NO., GUILOER : Waffle House Inc. zoNEt 3 OWNER : Waffle House Inc. EUILOINQ CLASSIVIC4TI01#121 : Z SUILOINO VALUE S SYSTEMS AIR CONDITIONING HEATING TYPE EER TYPE UNIT NUMBER CGP TONS UNIT HUMBER � >� COP STUN A U 8:0 4 A G N/A 75,000 B U 8. 4 5 C G N/A 75,000 C U 8. 0 4 D G N/A 75 000 D U 8 .0 3 Based on Carrier iquippent U - UNITARY E - ELECTRICAL RESISTANCE C - CENTRIFUGAL HP — HEAT PUMP P - POSITIVE DISPLACEMENT G - GAS 0 - OIL ENVELOPE COMPLIANCE Ars U SECTION 8 BUDGET N/A WALL NO. 1 1198 . 12 BUILOING MBTU/SF • N0. 2 95 . 16 ROOF 1517 .04 SECTION 4 N/A RAISED FLR / INT WALL N/A BUILDING MSTU/SFCALCULATION METHOD,- 11.5 Panels 170 .35 In acconurcN wo section 55:907 FS..I th=the plans GLASS % of Gross Area 19 .55 NW specrIvibors oorerw t whs catuiaNwh 3=0 w4h Florida EnNgy TOTAL GOND. FLOOR AREA= 1621 S.F OWNERAGENT LIGHTING TOTAL K W 3. 9 0A1T` Raw OW of ft pians and spelafCatons Co 6iv4 oy the ca ul~indi- canFlorida oorroiance with tris FEnergy Before consusCWn to completed.the twang aocordarroe Compliance with Section 8 was demonstrated by a Prescrip- wo Section 553.3oeF tive Measures methodology or by Dual Calculation. BUILDING OFFICOVA but - C rm 807.2 Supearkets L 809.2 Basic Features DATE 8 807.3 Restaurants = 609.3 Dual Calculation N 807.4 Kitchens Budget 8-65 ey CALCULATION OF U-VALUE Source : As rae Fundamentals Wall #1 (8" Block and Brick) R. 8" Concrete Block 2 . 18 4" Face Brick 0 . 44 1" Rigid Insulation 5. 9 Inside Film 0 . 68 Outside ,Film 1 . 17 8 . 47 , U= . 12 Wall 42 (Half the Wall is Insulated, Brick and Stud) 4" face Brick 1 . 44 5/8" Fire Rated Gyp Board 0 . 60 6" Fiberglass Insulation 22 . 2.1 3/4" Pressed Wood 1 . 79 Inside Film 0 . 17 Outside Film 0 . 68 25. 88 , U= 0. 04 4" Face Brick 9 . 44 5/8" Cyp Board 0 . 60 3/4" Pressed Wood 1 . 79 Inside Film 1 . 17 Outside Film 3 . 68 , U2= 0 . 27 UT= 0 . 04 + 0. 27 = 0. 16 2- #15 x'15 Panels Outside Film 0 . 17 Inside Film 0 . 68 Panel 2 . 03 2 .88 , U= 0 . 35 Average "U" for Walls = . 10 Code Limit "U" _ . 19 Calculation of "U" Value (continued) Roof Gyp Board 0. 45 6" Batt Insulation 22. 0 1" Rigid Insulation 5. 0 Built-Up Roof 0. 33 Inside Film 0. 61 Outside Film 0. 17 28. 56. U= 0 . 04 Code Limit "U" =. 10 Single Pane - 346 Glass Area Gross Wall Area - 1809 Percentage of Glass to Overall Wall Area - 19 VJAF'F HOUSE 2395 Mayport Rd. MATERIAL AND LABOR RECORD -� QUANTITY MATERIALUSED PRICE AMOUNT 1 �11 8 PVC SADDLE 18 50 .4-) pMAT E. AT) 79— _�l_os_ 21FI' 172" PV P 30 6 30 2 "900 41 82 1 1 1/2" GATE VALVE 12 70 12 70 2 1" CURB STOP 17 4034 80 1 111/2" PVC TEE 1 2 1 72 2 112X1" V 7 114 2 111 11 ° it 1 20 2 40 2 1" MALE ADAPTERS 62 5FT 1" --1 90 4 M= ENDS (111) On �— _2 JOB COMPLETED? YES ❑ NO ❑ Sub-Total $130 95 DATE BILLED 19 DATE MECHANIC OR HELPER WORK DONE NR3. RATE AMOUNT continuation 1 Back Hoe 5 hrs 35 00 -125 00 2 Trucks f5 ---M On 20 Oa--- rs - - men 30% Labor O.H. 25 19 Total Labor Cos $109 14 TOTAL MATERIAL COST �� REMARKS: TOTAL LABOR COST 109114 Equip. COSTS 275 00 TOTALCOST 8 � , CITY OF /ftut Veal - 57&wi& 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 May 11 , 1987 Julie Orrender North Lake Foods , Inc . ' PO Sox 15500 Orlando, Flor-ida 32858-5500 Thank you for payment of water tap fees for the Atlantic Beach Waffle House.but these fees have already been paid. Bill , of Ganoway Construction paid the fees by check on.-April 29, 1987. Your check is enclosed. . Si arely, j Rene ' Angers Community-Development Director i FLOODPLAIN DEVELOPMENT INFORMATION Type of Development. W,4Y& cn-,44v, --------------------- --------------------- Flood Zone:________ Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date__J_yQ Z____Applicant's Signatur �- l ---------------------------------------------------- Department Use Required Lowest Floor Elevation ................. As Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ___________ ----------------------------------- Building Department Representative page 3 y " t10wisv3 j OlO�wOYd 3 ✓J 3Nx7 +i►s c RNs Ars } S X V 77JnAf'D/r0.a llJ'j his rYOJJO Ss7Y97.sr ' �7a larNl'07Lnr1✓---� 'iM ,OL,tI.BB 5 � \• },� } I _� ^'S� „��' �. GGGiii"' } ranyNs nvo�.�,�rr�sosrt ��� d S I t I (a 0 dVO IyNl ;io J>�rsnv7 Vol _.. v.4! w 1t3 ` ` a)oirwr l>9n>S lcn IIJla'1'I 1I;` � ' • LJN.w•a 1 )✓nottlY/C b ��1 h I � � N1.n nf.s �s.n✓t>i�+ 1 IV mi Vm Nt70 {..rsav it u v+sovrrl..00�No a� :noir✓li'L tts•3s i7► (s»rw.•cl �. t• 4 a+t•-..ii j .>n✓.♦zurJ>o awi,ansirr—'� tSnr,v x3 sOOy lm s,r9iS 9076 ♦s rasa l �� F'aIY 2N5 � '�a / �� ' s } i � c.cae I sv7r onYrr »� .o� ✓.aa oic e `1 MC 7CV.7.335 7[YN O7v.771GN 3t/1Oi 37i/r+N � N1I,Y NSr7r DD ✓a.•.I�itwnr 1 rN Jy 9a>O ? :11! f 11 Ca�„NrJs•.+�... :-ir daxt � a� •• 5 1 t ` \ �;i' � :7J.,vso of pa�ui sfisi✓Nvit .rl_.-� �N.w j I ,t •- iJy �...+. �' a.w+rw•err rJr w.+.ra7rwii !',•..':i; .. `rsrr sink'A.rt z",-v7 w tM -0!•00.7 �,.,,,^c t�. � �'«� �,.'- ,.C•�y6i! - .s - w � Fr3+' � sa+:.. :• 1� 1�,, .. �p , .GG "N L-441 �rlre�rr_ _ y Jam` ltnanoJ J1n 7/✓.►Ls/IJ 1 ��' n 1 � �anoitrJo:mrrir� I - S.y t sno,'n'�noynl tw'7w)Ard �1 :9n'i!'r17,7!o r1/wvl—31o/Y s.r. Jy woo*A "w ,37,7e �r '.i7JlY�YJIf/O , ,I D /YrNl )io.r 3/ pLs \ 3.7.ri9//3 As LO/Y%/r""'4 1 O rfiv r/iYt ni 073/d of x'017 r,u/7oJ , 0111w7rd ln'lwl3Y9r Yld 9a a AM/ O VnYX lr/.p 77V D \0117•AiY/ :- �; Z pmi y'O�.+DJ/D � d:�d'.f,/fi �i)y lo!!!wr))cl �=� •/.S'C� %sIn •S O i 191.i/•�,3dt1 1s/rOJ J i ' c iw't c llc7 %/ rlcad yl/N'IIG-I ul to -•I q o���"� I I - 77 YS r)rr ^�.� r/r1/n o11rw7re o►� it i- .�1 f� OA'r,/ro DOy7S p� •• it �r/rte r7r t,snr inns� f t .c N=nUSNO�a03 lON t+ + `*�'� sN .s,au�.i.v3 .tA`:r»u.,wrr>ri.+ CiACi1d •� :2`'f.t°Tem l'ic kis '7419 000i o. GANAWAY CONSTRUCTION 140 NORTH WESTMONTE DRIVE SUITE 101 ALTAMONTE SPRINGS.FL 32714 305-774-7660 April 23, 1987 City of Atlantic Beach Mr. Don Ford Post Office Box 25 Atlantic Beach, Florida 32233 RE: Waffle House Restaurant 2395 Mayport Road Atlantic Beach, Florida Dear Mr. Don Ford: We request that pre-power be authorized on our Waffle House restaurant located at 2395 Mayport Road, Atlantic Beach, Florida; Building Permit #8237. We require the service in order to check that the mechanical systems, coolers and various pieces of equipment are in proper working order. It is understood that the building shall not be occupied or stocked by the owner until all final inspections have been issued. It is further understood that, should the building be occupied without a Certificate of Occupancy having been issued, or if a Certificate of Occupancy is not obtained within 10 days after hook up, that the Atlantic Beach Building Department has the right to have the power disconnected. Sincerely, GANAWAY CONSTRUCTION COMPANY Sworn and subscribed before me this 23rd day of April, 1987. Larry McDonald Project Manager /, Notary Pu ic, State of Florida LM/dmm Notary Public, State of Florida at Large My Commission Expires February 5, 1990 cc: Bill Dillworth Bonded thru Huckleberry, Sibley & Superintendent Harvey Insurance and Bonds, Inc. My Commission expires "BUILDING YOUR FUTURE" HOME OFFICE 4250 PERIMETER PARK SOUTH SUITE 125 ATLANTA,GA 30341 404-455-0072 ` rffZ ��� [ ] VRGENT ['`']'SOON AS POSSIBLE 109 South Gate Road DATE t [ I NO REPLY NEEDED x Dothan, Alabama 36302 ; ATTENTIONt �� .5 (205) 794-8393 or 793-2929 TO SMIECT L ° -5 9 S t 3 c a MESSAGE [ c Ji� i'1iL4LL Ca� ir ( i �t7 }Er f{oj ; t< ;< cs 1� t,4 Edt t e .:!.. F� r, +) .a 3 T•"`°�.' t,t L ��... F; 4 .�.;�r'1H-'+�? > Sp G'for' '' >lc �j 1 �Lo&i rt,;,dr, fI ! U (h{- ►�w�� l� �'ca�+, � �'t {-1 , 1 r fir. t.S �Pr { { 3 ! 17 ov SIGNED #7 C.% "f 14- v.`�� 1 REPLY DATE Of REPLY 'f i C Collins Sign Form No. 104 SIGNED , i` i DEPARTMENT OF BUILDIMG 8247 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.. PERMIT TO BUILD 124.75 r THIS PERMIT MUST BE POSTED ON JOB 3P W51" 1169 1A P11119 Date 3aMMY 14, 1957 3247 .mr.AC { 95,000.00 324.75 1169 1 A 1 t i {/S F Valuation$ --- Fee$ 1 onn This permit not valid until above fee has been paid to City Treasurer,and is isubject to revocation for violation of applicable provisions of law. This is to certify that GANAWAY CONSTRUCTION has permission to build ROStaUrl3nt aS Per P " SUbTtted - Classification , Comnercial Zone Owned by North Lake Foods, Inc. Lot Block SID House No. 2395 Mryport Road According to approved plans which are part of this permit C 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 31 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor or�owner.. BuiWQ Official, FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER ` PLUMBING ' {` ELECTRICAL SEWER WATER AIA►., DEPARTMENT OF BUILDING 8300 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date January 26 19$7 Valuation$ Fee$ No Fee This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that CANAWAY CONSTRUCTIhN 1 170 1 A 2/11/87 10001 has permission to b e Classification Commercial Zone - CG Owned by North Lake Foods Inc. Lot Block SID House No. 2395 MAYPORT ROAD 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 4 AFTER DATE OF ISSUE .4 10 41 0 Building material, rubbish and debris zq from this work must not be placed in public space, and must be cleared up and uled away by either con- tra o owner.. stc t r_e..,., B in official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER Addr6ss Heated Square Footage Il @ $ 4per sq ft = Garag�/*e rcrz2 ;soon -9� @ $ •�? Per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $_ r 17�, J Total Valuation 1st $ 5C} Coo . 60 RaToifider Valuation a .aper thousand or portion thereof --------------------------------------------I Total Building Fee $ � sLs ADDITIONAL PERMITS and/or FEES REQUIRED + Z Filing Fee $ "2 Mechanical � +._/ � Fireplaces @ 15.00 $ ----- - Plumbing BUILDING'PEPMT FEE $ Electric/New -------------------------K42 -- Electric/Temp ` Septic Tank BUILDING PERMIT Well WATER METER CHARGEE < CJ Stdutmi ng Pool I -,& PCS SEWER IMPACT FEE $ 1 Sign ( (ra d WATER EAPACT FEE $ Water Connection / MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ -� ----------------------------------------------------------------------------__ CALCULATIONS and/or NOTES -'� szV _.. ------------- L�J' Address Heated Square Footage @ $ ��j,5 per sq ft = $ , t { b-60 Garage/Shed 35 5 @ $ ( '3.56 per sq ft = $ Carport/Porch @ $ per sq ft = $ -.. , Deck @ $ per sq ft = $ Patio - -- @ $ per sq ft = $ ------ TOTAL VALUATION: Total-Valuation lst $ 51' oc:"C) 0ls'0 0. 0C 9' d , t" c, C Remainder Valuation mer thousand or 5o portion thereof ---------------------------- Lng Fee ADDITIONAL PERMITS and/or FEES REQUIRF 'tib'` � gee Mechanical ✓ 3 15.00 $ - Plumbing ✓ ;MIT FEE $ 3�4•"7 5 Electric/Neta ✓ - .-_--_ Electric/Temp Septic Tank BUILDING PERMIT $ �c.��, 9J� Well WATER METER CHARGE $ . C» Swimming Pool SEWER IMPACT FEE $ WATER IMPACT FEE $ Sign Water Connection MESCFEOUS $ Sewer Cormection $ Water Meter ;/ $ Elevation Certificate - ✓� GRAND TOTAL DUE $ 4�OC( :rZ 5 ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NO'T'ES u CITY OF ATLANTIC BEACH l X APPLICATION FOR BUILDING PERMIT 4561 34th Street (305) Owner North lake Foods, Inc. Address Orlando, FL 32811 _...zip32811-phone 843_4100 Architect Cliff Nahser Address Rosw415 ell�GAsville Rd. zi 30075 hone 6�N210 ------ ------ -------------------- p------p ------- Contractor Address____________________zip______phone_______ -- ------- ------ Contractor's-License-number expiration ------------- ------------ Lot_______Block or Section---------Subdivision---------------Zoning......... 2400 Block Street__T%yport___Br__betweenCanfort Inn and Vacant land ---side----------- ick and Block Type Construction__�WgUer„y_-----No. Units_'1A-------No. Fireplaces-NA________ Purpose of Building §tetg�nt__________________Est. Valuation $_---- 0.00 -----___ Utility Method - Water City_of Atl_ Bch.SewerCity_of Atl_ Bch. Dimensions - Building_22' X 7518" __Lot100'- -X 250' Size Footings 18"__24"___ - -- - - -- - Sz. Piers-- ------- NA Sz. Sills__NA_________Greatest Span Sills--NA ___________ --- Sz. Ceiling Joistsl2H4 Distance on Centers3l 2"-----Greatest Span 4'_2" Sz. Floor Joists _ NA __ Distance on Centers_i3A______Greatest Span NA Sz. Rafters _ NA Distance on Centers-NA------Greatest SpanT11A ---- LP Gas Built-up 4 ply Method of Heating_HVAC Solid or Filled Ground Solid Rooffiberglass _ Flood Zone__C----If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are apart hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature OwneG� / ____________Date_f_�_ -- - - - - - �17------- Signature Contractor-------------------------Date_________________ page 2 City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. --0 -BATHROOM GROUP CONSISTING OF _SERVICE SINK TRAP STAND ^WATER CLOSET, LAVATORY & BATH _ (8) TUB OR SHOWER STALL (6) _WATER CLOSET VALVE -----WATER CLOSET, TANK OPERATED (4) -`�_ VALVE OPERATED (8) -----BATHTUB/SHOWER (2) ' URINAL WALL LIP (4) _��__SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) _ __SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) _�-_LAVATORY ( 1 ) C- COMBINATION SINK AND TRAY (3) _ _WASHING MACHINE (3) _POT, SCULLERY SINK (4) __DISHWASHER (2) C_'_WASH SINK EACH SET OF FAUCETS (2) , �f_-KITCHEN SINK (2) j __ C'/-DENTAL LAVATORY ( l ) GRINDER (3) �^J _DENTAL UNIT OR CUSPIDOR ( 1) _BIDGET (3) _ URINAL STALL, WASHOUT (4) O_FLUSHING RIM SINK (8) _4i__COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _ C '_URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) __LDRINKING FOUNTAIN (1/2) t _ ;`__LAVATORY, BARBER/BEAUTY SHOP (2) __�2 _LAVATORY, SURGEONS (2) LSURGEONS SINK (3) L''-URINAL STALL, WASEJOUT(4) TOTAL FIXTURE UNITS _ @ $10. 00 EACH $ � ___ ----__ -- -------- JOB INFORMATION �, i ---------- UTILITIES WORK ORDER Owner/Contractor - i Street Address oZ S 1-0 to Block# Subdivision Type of Building � �c�� WATER =R, INSTWIMI014 ; Address Size Meter Account Meter (i£ ndti�fami.ly) Meter' Number Rea ding ` Date Installed: YES NO Locate Water Locate Sewer �`. Make Water Tap '+ r' Make S er Tap CITY OF ATLANTIC BEACH, FLORIDA Apv.owa by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION 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 SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. LaAldr�_Z�o 949' LECTRICAL F M:' MASTER E CTRICIAN A RE JOURNEYMAN NAME L"T ADDRESS: o4k7 Dl RFD BOX BLDG.SIZE 01 ^ LtJ � a JS Lo/'✓C BETWEEN: RES.( 1 APT.( 1 COMM.(& 'r PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD( 1 REW.(' 1 ADDITION ( ) TRAILER ( ) TEMP.t i SIGNS ( 1 SQ. FT. SERVICE: NEW(*4" INCREASE l 1 REPAIR ( i FEE CONDUCTOR SIZEvep tj_ 2J U PS qd, COPPER ALUM. SIMITCH OR BREAKER AMPS 3 PH 'W I WLT `l YZ RACEWAY `EXIST.SERV.SIZE AMPSPH W VOLT RACEWAY ,FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS" CONCEALED OPEN -TOTAL RECEPTACLES CONCEALED ( OPEN c_J�~ TOTAL 0-90 AMPS. . 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 Xmrs. OVER APPLIANCES -c5� BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS - NO. 1 N.P. VOLTAGE PHS SCELLANE us TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. [NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF Office of Building Official ^/ REQUEST FOR INSPECTION Date �� � / Permit No. Time A.M. Received P.M. J/ District No r� Job Ad ress locality Owner r Name �— ����� Contractor BUILDING VI/CONCRETE ELECTRICAL PLUMBI G MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ As Roofing ❑ Slab 11 Temp Pole Top Out ❑ Heating Lintel ❑ Final G Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. CFr1day P.M. Inspection Made i347 Inspector Final Inspection❑ Certiticate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA 636 Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION 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 SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. IQ :zr- -&l*1Av—l6 969f7AlX-- 1,12Z -wAla'nn� -) ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NA1UI t'12`' r G C ADDRESS: . y�"' D I RFD BOX BLDG.SIZE BETWEEN:AI1=xT 7-* RES.( 1 APT.( 1 COMM.( i PUBLIC 1 1 INDUS. ( 1 NEW( 1 OLD 1 1 REW.( ) ADDITION ( ! TRAILER ( 1 TEMP.(le SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. �r ITCH OR BREAKER t � AMPS / PH I Z,m AMPS RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE UiNG OUTLETS CONCEALED OPEN TOTAL t3HT =' RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS, I SWITCHES INCANDESCENT PtU.ORESCENT&M.V. txEp 0.100 AMPS: OVER +ii.IANCEs BELL TRANSF. H.P.RATING H.P. RATING CONDITIONINGCOMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE_ PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. A NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 93 9-5- a'Y1 BUILDING AND ZONING INSPECTION DIVISION' 0v CITY OF ATLANTIC BEACH x A"- ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address: OF Intersecting Streets: Between And BUIMING Sub-division If. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good=practice listed therein. Nam" of Mechanical Contractors Contractor (Print) PZ1 T Master Name of Property Owner ,T Signature of Owner Signature of er Authorized Agenf Architect or Engineer Ill. 6MMERAL INFORMA A, Type of heating W: B. IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE7 y�5 Q"tags—Er LP ❑ Natural ❑ Contra[Utility IF YES, GIVE NUMBER OF CONSTRUCTION 8Z3 l Q Oil PERMIT ❑ Other— specify IV. IV KN MIICAL EpU1FMINT TO EE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑ Residential or ; Commercial Heat 0 Space ❑ Recessed Q Confrel O Roor ❑ New Building ( Air Conddioning: ❑ Room Central $, 13Existing Building Z z O's Duct System: Material 1'„ET'A L. ❑ Replacement of existing system Maximum capacity ZOOP C F mt'EAl cs... Xi New installation(No system previously instatled) f V ❑ Extension or add-on to existing system ❑ Rem"oefion ❑ Other — Specify --- Q Cooling tower: Capacity Q Fire sprinklers: Number of head. Q ,Savat+er ❑ Monlift ❑ Escaletor (number) THI$ SPACE FOR OFFICE USE ONLY ❑;,Gasoline pump (number) (Ra, 1h ) I:1. To (number) Remarks ❑ LPG contain* (number) (3' Unfovd pressure vessel Panni: Approved by 0 sells" Q Fee " otMr — Specify Permit Uffr ALL EQUIPMENT AIR CoNDmoNliNG AND REFRIGERATION EQUIPMENT Ca /0padtsy dA Nue►ber VaiRa Description Modal Nwnber ]�[anuisetue�ar (Toera) a n ek&. igopFrop vwr 48LbT00U IdARRISIR, S scam jag T_ ova 0. ,. •1 SCICDoob t• 1 5 SE to f of c. " 4 6 Gb1'00 5 ►' 4 8.a S8 a ►t c 4 8.1 Ser ox �r HEATING • FURNACES, BOILERS, FIREPLACES AWMWft ww"er Vans Dareription aft"Number Mundacturm C( TB V)y 0 ) PK6, A00F.Top wirr 48(' D r, � s• LI 9 Lt>T 005 s. Gel U00 4 8 LDTo o (o l (00 0 ©C Oo COOLI 606 O!J IJ TANKS iltow Stacy Naae►Dtal Capadty UqUid Name of serial Ap) Milli and Dimaodooa Cont4ned Mamstaetmrar No. �encr 0VE9 I. ouiLDING 8238 .. vF ATLANTIC BEACH,FLORIDA PERMIT NO. b -. PERMIT TO BUILD 1 THIS PERMIT MUST BE POSTED ON JOB I Date January 12 19 87 79.PnCXTL Valuation$ Fee$ 79.00 14C74 I A 4/01/8 ! 074 I A 4/01/111 O'l 134:l * C This permit not valid until above fee has been paid to City Treasurer,and is I Drill to revocation for violation of applicable provisions of law. This is to certify that Penilinsular Dd* lfX Mechanical CA00123S4 has permission toted Install Heat & Air C<t'i Ut:im Classification Posgaixant Zone Owned by Nortel lake Foods, TAC I Lot -2-306 Block S/D House No. MaypOrt J According to approved plans which are part of this permit t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE M --D 4----i O Building material,rubbish and debris -zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor orl owner. ' Building official. FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER ASW ff DEPARTMENT OF BUILDING 8379 3 7 J CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- V •J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB '?5,*00 t 35.00CK7 Date 2/19187 iq ? 1;j ( n P/111/0 f 37 OOCAC ' Valuation$ Fee$ 35 00 This permit not valid until above fee has been paid to City Treasurer,and is subjcct to revoation for violation of applicable provisions of law. This is to certify that C,01.1 inS SiM, Cly i 1 has permission to build Pale Sign and wall sawn Classification Corfl erici.al Zone Owned by Waffl p ImisP Lot Block S/D 1 House No. 21()5 Maam= Rd. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. i PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE -10 -------01 O Building material,rubbish and debris -Zi from this work must not be placed in public sppce, and must be cleared up and.k" ed away by either con- itrac owner.,-, Building Official. i FOR OFFICE PERMIT DATE f USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER t `,c �'�a2Q0 p, I O pQ01 hGate � ipg Som RQ_105peet Yee as .� Ro WE Decomes aP6100°{ tAuNow,mbeced, 5 \tea®`Yea w `, �S + �, r r. ned, D° d Th >,v�, Veen 5�9 �'�1�► a? . �.r O R �,ya K s 1�• ;M{'4,t a ¢T t i / YA5 �� � {s a• � t, S./ two Ali ' SO �Y , 3y y k(x 't yrs L� 4 OW ` r �' p !1 •` MA,C 1 Play �atra Of e1w pY 1 S�kt € 7°s �' ' s'.4t4. Sid + +i r s "* k"'[ '?)R ,ti" 1,P ��S i" ''MT`n 1'w !t 4st.,.F. t•i µY ..Y 7.. b'�.T ', �� }til t. .r,.a e ` P rrr • tt{* .zip: r t + Zvi r syr + ' Y �' v,, ,'. ��� �i 4n .3'^3rd • '�v�� o�' �>L ab �+>""d1k � r ,t s-•'• UPS- lot� k ''t { t�z't cy '�>",`" .`r �, �, =►A', >}��rst �;x � +,��y�s�F .J t � '� tiF� �'+� r. E 4t ? 5ys�i F•' t S {', .�"i"Zt t[� h t s , !tb t` itj• L � � `�y- � ,�`- :: F 24; � 4 A Y 3 wJ..� t�.d. �,�r �'��.• F ':L h`�, t�; ry�X S .r C',+ ti<r } k' ig i.."' rr�'� '.n tr 1` .fi• * �, _ :�e �'_ t s Mr + is x F a ,� +rtt F y d k a K s r r *-F V 1 � r �i't rY z tii, �" i t j4, sSic 7 M4„ f F a• { y '� � t * '* ggri �L jrrT K�ety �$ .a Mt c ti,. ;ns 110'." '.e Ivy w } t t .Lh � ;� t '.0 o r Y « 5+�1"y �y►'*? ��ysPI. �Y W 1 '' jR.i'(,� t j t �S .`{ '•.G .�� '.til ti• 04 ar a DEPARTMENT OF BUILDING 00`39 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO, PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 'Twivary 12 19 87 80.00 Valuation$ Fee$ 911,011, T CI4T This permit not valid until above fee has been paid to City Treasurer,and is µ w s 1/17/9 C/T subject to revocation for violation of applicable provisions of law. !i SCU'1"P PLUMBING COMPANY This is to certify that HIM 1 has permission tom Install Plumbing I j Classification IleS#fit Zone Ij Owned by nth Lake food Lot_�T� Block S/D House No. X Ma'yport RDELd According to approved pians which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE --01 O Building material, rubbish and debris zq from this work must not be placed in public space, and must be cleared i up and hauled away by either con- tractor.o>y owner.. ~ Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL I SEWER 1 WATER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 23 5 ZYi&f ot � A414 PLUMBING CONTRACTOR 5607 �.- LICENSE NUMBERS O 3 S'• 7V20 614?/02- OWNER (,(},eC>S� BUILDING CONTRACTOR Cs�ivt 14u-?G4y C�aavl S'f TYPE OF BUILDING P(ej4Pl-t-' SINKS SHOWERS 3 LAVATORY _WATER HEATERS BATH TUBS DISHWASHERS URINALS e; /LG�r Sr'tit I, L-, CLOSETS _ T'" ` � iiiyiii�NE �.�1�4�/ �•�/Q. FLOOR DRAINS _OTHER &JOAJ (,)4,511 C� TOTAL FIXTURE COUNT C'`c INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE .