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HomeMy WebLinkAbout10 Towne Center Cir 99-2775 (docs)CZ4 SUBDIVISION: ZONE DATE / CONTRACTOR /AC c_/ ADDRESS PHONE # 3 a L 5 a0 LOCATION &2 .-Q e Qh OWNER OtAm61 /IBC-Q ADDRESS PHONE #y yc PLUMBING CONTRACTOR ADDRESS PHONE # Q C 0 ELECTRICAL CONTRACTOR — ADDRESS PHONE # MECHANICAL CONTRACTOR r-ec4 J ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: PERMIT' # 9< c ) 7 75 LOT NO. JOB IP-2• BLOCK: COST FEE $ (-Z C % STATE NO. e6C'(9WVc 0 FEE 7 FEE $ 310 FEE $: )' SECTION: SQUARE FEET: O O MODEL: OCCUPANCY CLASS: 222h /Y) INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE f 3 ( (uo FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE f 3 ( (uo PERMIT ADDRESS CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT I}i Cl r, pv I PERMIT NUMBER Total Sq. Ft. Flood Prone YES Zoning per, Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX Z.D. NUMBER f (J6- L, e 5 n I I. OWNER M G ADDRESS /"7Sr D,' C L1 S AOI. CITY h-Ql Total Contract Price of Job Describe Work Fr n Type of Construction Number of. Stories Occupancy: Residential TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS Number or uweiiing Commercial CITY STATE BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY STATE DONE NUMBER N/ /-TS ' l /-/ 7 ZIP ZIP MORTGAGE LENDER ADDRESS CITY IA_ . STATE ZIP CONTRACTOR Tg v / • PHONE NUMBER ADDRESS t,WL ST. LICENSE NUMBE e' CITY C" STATE ZIP 3 02 7 Application is hereby made to obtain a permit to do the work and installations as indicated., I certify that no work or installation has commenced prior to the issuance of a permit and -that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. o ro n o OS'ature m N o a n i atu- ei of Contr/t'o.17 DatQ off` wner//Agent & Dat e,/ 0 a CJi && JOxI hi -%AOSWA MA/ N[ Kcf1 J l/'y,l( /I lm.14trIl<-f27 VWr Type or Print Owner/Ag nt Name Ty e or Print Contractor's Name d x T1 n 0 co 0 F4 U w Signature of Notary & Date Signature of Notary & ate Y J o p •(Official Seal) (Official Seal) 00 6wpu09 g a3!AJQS fflPN Bid AHVION£-008-1 e:,.z4,t Beth RA Tanne my Commis M CCO74M a' 2001 eo0z'9a unr :S3HIdx3 ufa 90629 OO # NOISSINNOO AN i A pe ro Expires August 28, A318mu 3N318V t; a o a E a Application App m'ved BY: Date;. n 6 z c? FEES: Building Radon Poace I( (( Fire %%,D r+ o A Open Space Road mpact 5 (,PCrAp lic tion 10,66 Q H o o PERMIT :UsALI-RATION: CHECK CASH DATE BY c7 ro o 0 o a' ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK COUNTY TAX OFFICE) GOLD (CO. 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Ei 9s $'iss1 i Fat a``4i31 # i t"? €d''.rtt '.=t¢ )# 1 ;1i ,l` ltt , ai`•Y.-.;' Y„k,.. .,a 1sy'' i q ..e f l E, Sni,. ,S 4 F,Y ii., 4 3 "E 1 ` 9^a Zyi # ¢¢ t 4`,',# . -41 i - - u t 9 1 gyp' t ( j k i t' {'.. i t i 4 S r °6 7a`: # i E s f ={ ' Y i a $ d i s..7 E ) fi i 6' ¢ 3 . n: i °f,i. # •`i „1f'<I.,.t,.,E.# 8 ' Ae . . e $t'l d,. ,.Ei_E"d EJ:,i>:,#eSP .'t1..-k B,- 4 ff i s A? t r 'yra tt, t CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 1 / PERMIT #: BUSINESS NAME: e TowNc lL,o C-/ C ADDRESS: PHONE NUMBER: (o -7 PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ 160, 6 z COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire PrV ention Appliagnts Signature t/ CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. _ 1 DATE 7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: 0&/UF G%} ADDRESS OF JOB:11) _r01JAJ G LEA PLUMBING CONTRACTOR AwSb 9 NON-RES. Subject to rules and regulations of Sant,4rd Plumbing Code Number Amount Residential an Commercia Addition, Alteration, Repair New Residential: One Water Closet Additional Water Closet Commercial: Minimum $25.00 Fixtures, Floor Drain, Trap Sewer I Water Piping Gas Piping I Mobile Home Described Work: Melo t' -rAo 64eomob. P. Application Fee: $10.00 Total By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. 1 Applicant Signature r z oz36 5 State License# _J Olive C CITY OF SANFFORD ELECTRICAL APPLICATIO(N 1 Q Q PERMIT NO. i Y DATE: e THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: Y1C O, ; `C'V\da Grpao (Y) ADDRESS OF JOB:'1C) Tc) ale Cen3e Y CI rokc b,--C,-ccn E\ec,cct\ ELECTRICAL CONTRACTOR: 52:x4 !J 02.SGO RES NON-RES Subject to rules and regulations of the city electrical code: e m u New Residential w Commercial Amp. Servigg I Z 2 i Addition. Repair iAlteration. Change of Service Residential Commercial Mobile Home Other a Description Work o143 ;= e q rv-, 5-0 Application e i Total 1z By signing this application I am stating I am in mplia ce with rity Ele t ii al Code AUL- E ,R- on 1 0 - States License# Lighting Your Way BEACON ELECTRICAL CONTRACTING & DESIGN, INC. July 19, 1999 r 7 City of Sanford Building Department Re: Electrical Permit 875 Sunshine Lane Suite 113 Altamonte Springs, FL 32714 Phone: (407) 865-7555 Fax:(407) 869-1904 After Hrs Beeper: (407) 987-6158 This letter is to authorize Jack Addington to pull a permit on behalf of Beacon Electrical Contracting & Design, Inc. for license holder, Timothy R. Libke. Attached is an application for this job for Olive Garden located at 10 Towne Center Circle, Sanford, FL. nereSin Timothy R. Like President Beacon Electrical Contracting TRL:cjl Attachment State of A lid Q County of ' {M The foregoing inst ent was acknowledged before me this Lg day of ` u / l9 L by `h'10 h 11 L-i hk. who is person ally known to me or ho has produced 1/ ' as identification and who did/did not take an oath. NOTARY SEAL:' Not Signature) Print Name: %X- e' ,6 Ak' W Notary Public, State of & hQ Commission Number (7L?e 70 31 a CONSTANCE E. ADDINGTON Notary Public - State of Florida My Commission Expires Sep 1, 2001 Commission CC676312 OF_54^rAPPLICATION FOR TEMPORARY CONSTRUCTION ACTIVITIES USE PERMIT CITY OF SANFORD, FI. lF COOa DATE ' PERMIT NO. To the Building Official: The undersigned hereby applies for a permit for the following described work: OWNER C ADDRESS` . 0 Ce y Cif G NATURE OF WORK cf1h i-,l- LEGAL DESCRIPTION APPLICANT' S NAME APPLICANT' S ADDRI APPLICANT' S PHONE NUMBER Sao% ` '5 FEE M C1,3r' Building Official 6/ 94) Application type = TCAU I certify that the above infor- mation is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, FL. re 81 Y 01 4,ANJZORD, FLORIDA PERMIT NO.DATE /6 114? THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME Olzile- ADDRESS OF JOB /D MECHANICAL CONTR. kle(ll r YI ,Ch .064'c6 S-A 3 C0 RESIDENTIAL COMMERCIAL X Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK APPLICATION FEE COMPETENCY CARD NO. J i P0. Box 4901 • Seminole„ Florida 3,1645 - Phone, (813) 584 DATE: /D //, TO: BUILDING DEPARTMENT I, TIMOTHY L.--HEFFELMIRE DO HEREBY GIVE POLDER OF ATTORNEY TO MY EMPLOYEE, 07"AV 6CC, TO ACT AS MY AGENT IN SECURING PERMITS AT I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL WORK PERFORMED BY MY AGENT. TIMOTHY L. HEFFELMIRE CONTRACTOR'S NAME CAC052436 STATE CERTIFICATION NUMBER i CONTRACTOR'S SIGNATURE I i I AGENT'S SI A URE The ir"tnument wa.e ac n'wtedged be6one thin rp/ 14' day o4 199q, by L 17 who w" pe4,5onatty known to me on ham pALWced a,5 ident i 4icati.on an who did ( did not) take an oath. Notary Pubtic 01;t 's. Fred H Kuver My Commission CC803880 Se, i.:at ( CommiAzion ) Number N * Expires March 14, 2003 Florida • CAC052436 Georgia • CN007159 Alabama • 93258 S. Carolina M3610 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: Z PERMIT #: r BUSINESS NAME: ADDRESS: A) D/ "Wall: -,edfXX C 11M,L PHONE NUMBER: () G -3 -3 " 6 32-J61 PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM I-OSiIV lk!J 4AP6M AM UNT $ O F" COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. 9— o 1 Sanford Fire P v ntion I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances oft e City of Sanford, Florida. U vApplicAln'ts Signature g CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX iIi I Plans Review Sheet i Date: February 12,1999 Business Address: 10 Town Center Cr. Occ. Chap. 8 Business Name: Olive Garden Ph. (407) 245-4297 Contractor. TBA Ph. Reviewed [ ] Reviewed with comment [ XI Rejected Reviewed by: Bart Wright, Fire Protection Inspector P/l/ Comment: 1.1 Application — New assembly 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Sub -classification of Occupancy — Class "C" > 50 < 300 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction — Submitted as SBCCI type VI protected; NFPA Type V (11I) 1.7 Occupant Load — 270 total: Waiting: 4 persons @ 1/7 sq. ft. Lounge: 45 persons @ 1115 sq. ft. Dining: 196 persons @ 1115 sq. ft. Staff: 25 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. (720) 2.4 Number of Exits — O.K. (3) 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. e 2.8 Illumination of Means of Egress - O.K.; will field verify 2.9 Emergency Lighting - O.K.; will field verify 2.10 Marking of Means of Egress - OX,; will field verify 2.11 Special Features - N/N 3.3 Interior Finish - Class "C" minimum 4`Detection. alarm and Communications Not required for occupant notification Requtred 3.6 Corridors — N/A 4 Special Provisions — NIN 5 Building Services - N/R 5.1 Utilities 5.2' HVAC'" 5.3 Elevators, Escalators, Conveyors (4A-47)' 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Fire Sprinklers: Per plans as noted; NFPA 13 Morutornng RequuedbyiTi listedcer tralstatnoncompany Other: NFPA 1 3-5.1 Fire Lanes — N/R 3-6.1 Key Box - Required;"will field locate and verify 3-7.1 Bldg. Address Number Posted and Legible - Required; will field locate and verify i MK:Olive.Sem LEGAL DESCRIPTION OF THE PARCEL I A tract of land lying in Section 29, Township 19 South, Range 30 East, being Tract 25 of the Seminole Towne Center Replat No. 2, according to a the plat thereof as recorded in Plat Book 49, Pages 27 through 29 of the Public Records of Seminole County, Florida. The above described tract of land lies in the City of Sanford, Seminole County, Florida and contains 1.6343 acres, more or less. I PIN: Part of 29-19-30-5LW-0600-0000 I v ter. Q e X . O r' rn c7 o r-rj I EXHIBIT "A" Page 1 of 1 r CERTIFIED CONY MARYAW E tA0RSt CLERK OF CIPCUIT COURT ni P r. T!'.. FLOR11 Permit #: TO WHOM IT MAY CONCERN: NOTICE OF COMMENCEMENT flY"PU LERK Tax Folio #:3219305MR250000 ggg The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this Notice of Commencement. Description of Property: TRACT 25, SEMINOLE TOWNE CENTER REPLAT NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49, PAGES 27, 28 AND 29 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Address of Property: Town Center Mall Sanford, FL General Description of Improvements: Restaurant Building n\ Owner: GMRI, Inc., a Florida corporation. ddress: 1751 Directors Row Orlando, Florida 32809 Phone: (407) 245-4000 Facsimile: (407) 245-5380 Owner's Interest in Site of the Improvement: Fee Simple. Contractor: Haley Construction, 212 Hickman Drive, Sanford, FL 32771 Surety: Yes Amount of Bond: $11,950.00 Bonding Co.: Poe & Brown I CD CM 00 ifil i P.O. Box 2412 Daytona Beach, FL 32115-21412 In addition to the Owner, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (a) (7), Florida Statutes: None. Expiration date -of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): GMRI, INC. f/k/a General Mills Restaurants, Inc. By: Jod . Wolf nt Secretary STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 29t11 day of June 1999, by .lody G. Wolf who is personally known to me and who did take an oath. This instrument prepared by and return to: Aline Pinson GMRI, Inc. 1751 Directors Row Orlando, Florida 32809 407)245-4000 ry N f11i N Notary Public, State of Florida l Anne Pinson T5 Notary #CC63531 1 My Commission Expires: 6/21/2001 X 6225) Olive Garden ANNE PINSON Wmm Exp. /2001 Na CC 795172 I I PasaWly Ma" I 1 OVW I.D. CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: 0Z'UF Owner/Contact Person: Address: Type of Development:: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS • / ,4,,Z `7a C "L) r-7^ Date: Phone: CONNECTION FEE CALCULATION: DEL T /3'r Pg c S i"L Lc .Ty —SEwe2 `,P/c7 F — So fo Clock\ C_"T 7 s-/`Tt•tic Cc v7 / CHI c, 77 w, 7P GovG. S 1vhr,VOc- L may Name - Signature - Date. REVISED 38%9 6 S Equivalent Rcsidc;_i:t"ial Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 5650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more_ 487.50/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 75t - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five25) fixture units will be rated as 1.25 cru_; twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 25t based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) . 20 J 6/`7. o 694/S497' 23 7/C,9L TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES ANn r:nnt tac FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (inches) Automatic clothes washers, commercials 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and 6 bathtub or shower Bathtubb (with or without overhead shower or whirlpool 2 1)/2attachments) Bidet 2 11/4 Combination sink and tray 2 11/2DentallavatoryI11/ 2 Dental unit or cuspidor Dishwashing machine,' domestic 1 2 1/4 . 11/2Drinkingfountain1/2 11/4 Emergency floor drain 2 Floor drains 2 k 2c =`fo 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (I or 2 compartments) 2 0/2 Lavatory 1 +1 -1 11/4 Shower compartment, domestic 2 2 Sink 2 it 7 = { 11/2 Urinal 4 A- 2 = a Footnote d Urinal, I gallon per flush or less 2c Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometcr tank, public or private 4C Footnote d Water closet, private installation 4 6 t ( - 2t Footnote d Water closet, public installation b • Footnote d rur at; i mcn = [z).4 min, t gallon = 3.785 L. - -- '— For traps larger than 3 inches, use Table 709.2. s -7 b A showcrhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. , Sce Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with 'ntermittent flows. d Trap size shall be consistent with the fixture outlet size. , c For the purpose of computing loads on building drains. and sewers, water closets or, urinals shall not be rated at a lower drainage fixture unit unle the lower values are confirmed by testing. ITABLE FIX OR TRAPS - DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS - FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 11 11/2 2 2 Goae Si/k 3 A- 1 -7 421 /2 3 S e{ 4 6 S 1 e Standard Plumbing Code(EY1997 I -or SL I inch = 25.4 nun. r CITY OF SANFORD. FIRE DEPARTMENT i 4303 .juth French Avenue. Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: February 12, 1999 Business Address: 10 Tomm Center Cr. Occ. Chap. 8 Business Name: Olive Garden Ph. (407) 245-4297 Contractor. TBA Ph. Reviewed [ J Reviewed with connuent [ X ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector 011 Comment: 1.1 Application — New assembly 1, 2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Sub -classification of Occupancy — Class "C" > 50 < 300 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction — Submitted as SBCCI type VI protected; NFPA Type V (III) 1.7 Occupant Load — 270 total: Waiting: 4 persons @ 1/7 sq. ft. Lounge: 45 persons @ 1/15 sq. ft. Dining: 196 persons @ 1/15 sq. ft. Staff: 25 2.2 Means of Egress CkTonents — O.K. 2.3 Capacity of Egress — O.K. (720) 2.4 Number of Exits — O.K. (3) 2,5 Arrangement of Egress — O.K. 2.6 Travel Distance — U.K. 23 Discharge :from Exits — O.K. CITY OF SANFORD. FIRE DEPARTMENT i 4303 .juth French Avenue. Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: February 12, 1999 Business Address: 10 Tomm Center Cr. Occ. Chap. 8 Business Name: Olive Garden Ph. (407) 245-4297 Contractor. TBA Ph. Reviewed [ J Reviewed with connuent [ X ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector 011 Comment: 1.1 Application — New assembly 1, 2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Sub -classification of Occupancy — Class "C" > 50 < 300 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction — Submitted as SBCCI type VI protected; NFPA Type V (III) 1.7 Occupant Load — 270 total: Waiting: 4 persons @ 1/7 sq. ft. Lounge: 45 persons @ 1/15 sq. ft. Dining: 196 persons @ 1/15 sq. ft. Staff: 25 2.2 Means of Egress CkTonents — O.K. 2.3 Capacity of Egress — O.K. (720) 2.4 Number of Exits — O.K. (3) 2,5 Arrangement of Egress — O.K. 2.6 Travel Distance — U.K. 23 Discharge :from Exits — O.K. c 2. o Illummation of Means of Egress - O.K.; will field verily 2.9 Emergency Lighting - O.K.; will field verify t 2.10 Marking of Means of Egress - O.K.; will field verify 2.11 Special Features — N/N 3.3 Interior Finish - Class "C" minimum 3. 4;Detection, alarm and Communicatic is Not required for occupant notification.Nulkia 9 notStlO;t below) i 3.6 Corridors — N/A 4 Special Provisions — N/N 5 Building Services — N/R i 5.1 Utilities I I 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Fire Sprinklers: Per plans as noted; NFPA 13 Morutotng Requud; by U L! tasted :central. taticm;company Other: , NFPA 1 3-5.1 Fire Lanes — N/R 3-6.1 Key Box - Required; will field locate and verify 3-7.1 Bldg. Address Number Posted and Legible - Required; will field locate and verify 3i L i CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: February 12, 1999 Business Address: 10 Town Center Cr. Occ. Chap. 8 Business Name: Olive Garden Ph. (407) 245-4297 Contractor. TBA Ph. Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector PY/ Conunent: 1.1 Application — New assembly 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Sub -classification of Occupancy — Class "C" > 50 < 300 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction — Submitted as SBCCI type VI protected; NFPA Type V (III) 1.7 Occupant Load — 270 total: Waiting: 4 persons @ 1/7 sq. ft. Lounge: 45 persons @ 1/15 sq. ft. Dining: 196 persons @ 1/15 sq. ft. Staff. 25 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. (720) 2.4 Number of Exits — O.K. (3) 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. i 2.8 Illumination of Means of Egress - O.K.; will field verify 2.9 Emergency Lighting - O.K.; will field verify 2.10 Marking of Means of Egress - O.K,; will field verify 2.11 Special Features N/N egtupment adequacy . aj 3.3 .Interior Finish — Class "C" minimum 3 ,4 `:Detection, alarm and Communications Systems — Not required for occupant notification Required 3.6 Corridors — N/A 4 Special Provisions — N/N 5 Building Services — N/R 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Fire Sprinklers: Per plans as noted; NFPA 13 Mmutvrtng Required by il. lnsted`eetthal stahorcompany Other: NFPA 1 3-5.1 Fire Lanes — N/R 3-6.1 Key Box Required; will field locate and verify 3-7.1 Bldg. Address Number Posted and Legible - Required; will field locate and verify t CITY OF SANFORD FIRE DEPARTMENT FEES HONE OR)SERB2-1091 DATE: " " PERMIT #: s BUSINESS NAME: DG 17XW PC-A1 ADDRESS: PHONE NUMBER: ( E V/ SZEINSPE:CTION PLANS REVIEW IT BURN PERMIT TANK PERMIT FIRE SYSTEM AMOUNT $ N/G / U 1 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fir6'revention Applicaes Signature 07108%1999 11i45 71481 i C R H O ter Aitecturo lntenors Planning South C St., Suite 2oo Tustin, California 92780 714-'W2-1834 FAX 714-832-1910' O Approval with comments Returned for corrections For your use No exceptons taken R Exceptions as noted We pave retainsd Copies tot our ties 191@ CRHO PAGE 01 FAX COVER LETTER Attantlon:„ Aegsrding,ow.. 45%79 Transmit to FAX Number. .- P Number of Plumber of Latwot Date Doser"on Copies Drawings Total number of pages Including this FAX Cover Letter If you did not receive all pages listed please call as soon as possible and ask for the FAX operator Remarks: By - OUR FAX NUMBER AT THIS LOCATION IS 714) 832-1910 07/0-9/1999 11:45 7148321910 CRHO JUL-- 8--99 TMU 9 27 NO ENG I NEER I NG FLORIDA ENEAGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 014APTER 4 Cometerdal 8011ding Compliance MelhodsAdrnlfll9teredbytheDep*ftQnt of Community AffairsFOi?M -" %i-vf LiM4W utd SpecUl use Buildings MJW Mtme: d>iJ Va eta SYS -RMs l P MATlO No.: RAGE 02— P - 04 CENTRAL sClimatezones441 ))s TYPfi AIR 91j"QM0RvR @FFl47EN tf NG`3` ii M,v Ufwgry d rteac Pump TY I-72.S entrW i Flaa! sareQ0.000 8nrh 8culh SEER 3:, F. R roLV 51 0u+t1 I- 1 -=.Q o id kM Btufi H9PIr Resi enea Cl2dd.0o0waurcooled ETR IKv M' lkatorcooled COP . roil oFxacod Har talartp Cl tyuorot" cooaoo UP Eyspora trvstT oOdOQ GDA PT AC8lcaft A65lavnce COP NaWral Cr1._. tply GaarOil(r0=-Ol Ca.s neat {tua+p Ou1nr. COP t2zs.coot7oo.aoo HAu AN>S - Omer: eettrmZS2s.D174rt00.000 itl fr E, 4- UGHTtNG Total t!gnunq wamne 5Q1IVG CALCULAT ON Out:t9 R vacua TOW Crxt 10W Ficof Area witST/39IL ARacMG t ocstwr+ Otli1 cAIPTIYI S RES Musl ba mat or exem ied by ell bu8dtrlgs.J CornanqKeanRlraMaCOS " anp: Man++al t97. t r7ewn..+.ww ,....... , ww ...._..._ .. , _. I k t V •sell and Irtsy c no T-0a• . Unwnted. rm ogua+a yr wmor. seat aMa nsuuu reel , .........,,. 1 kV11C COmtole t 1 o,.. " r. -w. -•y. soagrNa roam act ".1ible Runaat j tit In,uxroew) tVr lam i rilalk VACCvwato.1 Au CUM. utung/, R+eCMjr.WW egtrtptlt GM tlRvrM Cnamae't :fled oe mpCrar4 Catry gaertled srstod Inwlueo I C . 871ariplM w 41tad rn AM-difto .lift tnr crtrerta of 1110. i. f ALI atC.r F/V/t dWttbtlllon 4r a tastrpartObateneYd. P. ptnq IRwWtort I st 1 In lCtOrdanca'Mn Ta 0 is t. St AutwryAtlCala[tx storo9s HaternepoMs St !t(pn> >nG Q!s a Qd tKeO "90 WAtar hestfr7 $75.000 w" M1 rt610 pcfSOmtanc8 raCuwamOnit 4r Ted a.t2 OONrC st2oyalpny ayrt Ozr i>a2TN.. G1f a75,000. Oi stOS.000 Ik • I 2' I N3iorMcJ1Cnj 'tea t Z, tIj{ M 8t4rA*Ylovet: I-X?IION1. Oas, oil algt OW.. B.-N. Stutooy IOS:; Pam. A9tas lt 1 b0af a MOW 00" MUU n4Y4tOVCM Nonzt:mMOM, I P0Qa MUM 11aV0 QUr1V timer. Qd.1 spaa OOOI Wors MY31 nave a mvemvm lndrrrty enioCncv dr 74% NA 4tN OaInswaucri417. unq nrtat &-=- ,I rrulad 10 tr a dvwz A abrp /-11 tw cucutating svpeMts ant rto pw tl' Or give nit a xtlrete tank. IP Zlrv nO 2 I t S!t N ItaVa t>\M!r CSWS R0 4SS ti>,1++, . w n rtlQ tleC Or FAnda ! - t; sYMCM 1"o Is in comwturct watt ttt0 tiOndL energy Coat. A ism N0. Aft wTTELECrr+tCAL M p -- - - - LtGMTiNG SysichER MECHA i CAt CEatON- PtcJI1131hG SYBz' 8At OES1C}.vEA:,, _ ComPRartee a: ett Ctieptgr i was tientenst"d by a Prostnedw M44e vrs. maModotalyt Cotmctwo avao' Ma .2m s0 r1 1-1 Uvwxefraoorts eraat ma canvtsreartce storm ,w.000 sa.rr. Q orrao ovis WQ% .5.0oc sen. ] TrVft Saletycanlr0l tQwttA Q putourana +3.OW sd.h. 7wz "' SCtoo1 builyrtya <S,000 aq.R Racib 8[Orts S.000 3ti h. 0 swr*v tluirchngs d-MvP*10 FIOy t:. Mly Mal rM >n0 twark:rW"i fyvwpd or r axw-4w ara m Ca777 it . Mgr Coo+. o„e., at»ra,:a,ta soealK.,llans+n•aea e+e tM F1W 1 th + •wb r_ mwoy.ae .•Ha PrtEMAItQ Ol^ . Itf rartroMy O. rt i06Y (SOla+eon.t.yn r f aOmPwa4 e'o hrlor.9 vMI OO sDaa00 I tweetM* ihr tr a • n a Fto"Oe Jrrir.gy w OATC .%4, r S. CN7rYA 1. rlbrr, aUlt,lftrr0 Ovrtt7Al,r 07/08/19,99 11:45 7148321910 CRHO J U L -- e— 9 9 T H U 9- 6 q N G I N E E R INC; F Ags R PMTl1 F F-WR>EMENT5 UST' AA BWAc Preaarlptive Requiremt, ts, d,:stgnat•d In the Code by'.,.ABCQ_ andaummar(=d on the frr,,it of this fgrrn, must at** be rtlet FORM 4MC-27 1 00 C Detached Corstmeroial Buildings Less than 200 sq.ft PAGE P Ctt tar& zotre 03 A s s csia=ctc Table 4C-1 GIAO rrrxx hio Gmrt. g' Minirt urn 1 fVot it nOt under another struoturv; or No overhang with i gtUing Shading COsff;derx of 0_55 or lea$. - Wafts . Minimum insulation fevel FMMQ w&43 - R•11. A V Masonry wails - A-& RoOtslC+itlnya: Minimum Iflsulatlon I"-- A-19. Floors: MMirtrtrm Insulatlon level - None. Cooling System: Code mirllrnuma as pvr Sodom 407. t.ASCD.3. Hosting sy-ltarrr Code 1710mlin'S as peraectlon ap8.1.ABOD.3. Skyooxes or Sports Stadiums Table 4C-2 claw: NO tirnit *0 glazing Sha4mg Coi icient of 0,53 or Iem. Overhang: None required. Yvaila; Minimum jmvlalicn :eves Frame wails — A-11. Masonry waiLs - 8-6. Poofstceaings: tiAtt•timtkm huwttltlon level — R-19. FfCorg Minlmym insulation level Frame floor— A-19, Cono:eto Door -None. Cooling System:. Minimum aquipment efficiency requirements L-- Alr cooled -10.0 ESP or 10.6 sEEP. Water cQ0164 -11.0 ESP. Heatwj System: C044 nninrrtiWnS aS per secttan 400.1,ABCO.3. Air Olstnbunlon: A pragrl ffWYable setback shalt be imvialled for ln-season u50; At least one Nrrddistat conimi per zone shalt be im4iled for oft -season uso, EtCt-P710N: trwtallation of a central energy management systemUghtu+g: Total connwad wattage Shalt not exceed 1.8 wall$ per square toot of vandlocned space. Traffic Safety Contra( Towers Table 40-1 Dias& No lima. O`OMWQ: Mtntm= 1 tool it not under another stwurQ: or No overtfang.with a giatsrlg Shadtng Coeftk line of 0.55 or ltsar, warts Minunum Irtsuatlon love( Fraaw wails - FW 1. A 1 V Aoats/CeiSrtgst. M39pnry w3118 - levelevMinimuminsutat{oc1 levoF- R-t9, Floors: A4fniMVM insWabon level - Nora I t Cooling System: Cade mirumuins as ;or section 407. t.Aaco,3. Hem system: Cade minlmurra a$ per secdtir 408.1 ABCO4. Ufm4n9: Total conr0c:04 w4099 shall ;tot exceed 2.1 watts par a4uWO `sot of conditioned space. Genaml Aecluirernents for Butiding Package$ e5,000 sq.tt, Table 4t',-4 FLOCR: slab-ort-Grade R-0 AWS3C Wood R 19 Raised Camcr4te WAL:: Masonry R-7 (exteror, 20WOM and ccmrrcn) Wooa Frame R.I I (extenor, adjacent in0 ."OmMQn) Metal Ptamg R-13 (exterior, salaam ana c2mmon) pCOF: Insuiarfon abgvv Oeck A-19 Irauiatton rn Amc or Drooped vaii{nq Cavity A-19ItV CTS. Ai'QN Code minimurr>s rn section 406.1.ABCQ.Ii7UC- S: Codp ratioOCNIESTICNOTWATFrit lrIN" in secion 410,1.ABCD,2 UGMM, NG CONTA04.5: Code mtniMUM3 in SC 60A 412.1.AaCO.3s.7aCe mtr t have the Itghly dlv(d0Q into 8t least two 'banim, OR Each "'t s rn4 h,3ve Ons OWUPen Sensur or 68C. Cass With R tttanW1 CY ! attar automatic eantsnn x, n,.n rh. e..- F-a f A -1 Rig I. JZ r • -L and off. . 4 07/0S/1999 11:45 7148321910 CRHO PAGE 04 JUL,. 6-9-9 THU 9 : 28 MO ENG I NEr=R I NG P . OG dRM 400C-97 CUMATE ZONES 4 s g HVACa GLASS AREA, AND LIGi MNG: 6041 Chart below. Uect end &de tho det:Ired combination of 91Ua V-W411 area P"ntape (Ot. APFA %) and 99Ming level (W/SF) based on Me We of NVAC system aW etficionay. Repod Uie levels WWalled on thG tmrA of the roan. Table 40:$ C tt NCR BU < 5,000 SF MA)CMUM ALLOWABLE GURS AREA AND ALLOWABLE LIGHTING W1$F Ccqgng E ulpmnt Captt.ity 265,000 Btulh, OWN Vn PTACa Capacity -CWxO $tulh Fiff r f r r7 + rkt^l w 4 7' r ak 16""~' 3.1 1 s i.1 3• 19 3.9 16 3.8 25 2-8 2b 3.3 23 3.4 FS 3.6 25 35 2.8 Glasing; Shading Coetfk1int on1.0 N A 36 V a8 all 45 2.5 46 2.0 And Heat Pvmp And Ktat Pump 88 1 3,9 65 3.9 Table 4C-8 RESTAURANT Dl}UING a 0,000 SF MAAMUM ALLOWABLE GLASS ASISA % AND ALLOWABLE UG Mt4l W/9F CooitAO @quiamant Capacity ?65,000 RUA. Roam Units, PTACS Capac3tr <55,OOt3 9tuA 1. _.. F. K8.39:0P,':'r R`'E. . D. FarR;2p'11:d• FfEPA:'Ji.1-VP... 3"F7gaSF{:d0.13-t1p. '' GLAREA LIGvHT1N4 GLAAREA U NG GLAREA UGI-MNC; AREA UGHT Q QLAREA UGKMO WISP 30 1.4 30 1.Ii 30 1.8 2.9 i0 3S t 2 35 i.4 35 t.8 35 1.8 35 1$ Cilesinq 5hadin9 CoeffictuS; nt -t4.89 DQwbl* pan* a0 12tILEE14Q ,. 4 1.4 t o do Zf } 40 1. 6 40 1.g CS 1 a5 1.4 0 1. 2 50 1.2 And heat Pump And hoot Pump 6$ P> & L PA- IU D Table 4C- 7 R IL BUILD)AIG K 5,000 SF MAXIMUM ALLOWABLE QLAS. AND ALLOWABLI UGHT(NG W/5F COoli digment CaPadty k6S,000 8101, Rcom 964 PTA03 Cape ' adli,000 9tu/h EER &M. 0 • r, r ' i EER-9..1=10:U t;t 4ct*' • 1 t t.0'k: EFA ft.l-UP ';=`^J `' 8 .1R0-11P GL AREA. Lldkt- G W/Sif 11 GL AREA tidHTiNG I 4L A£ A HTING F W.• AREA LlGWnNQ GL AREA LIGHTIN{3 w. F 35 35 45 2. 4 42.6 43 8.7 45 2 D 45 2 6 Gla eng: as Z. 4 55 2.5 55 2.6 And Neat PUMp Cop: a 3.0 i 65 7.0 55 Z5 1 And Kent Pwn MSpF > 65 3. 0 07/08/1999 11:45 7148321910 CRHO PAGE 05 IT UL— 8'-99 THU 9 _ 29 MO ENiG I VEER I NG P _ 7 FOiiM 4000-97 CU MAZE ZONES 4 5 M/AC, GLASS AREk AND UGNTINa: Sao Chart below. Sort and Circle the desired corrloou don Of 91W-62-wall areatighr>pQ lave! NVrS ba#d on to type of MVAC system &.Id vffidency. gepart the revere insynlfed permtags (GL AREA 94) and an fh®turns of the brtn• Table 4C-8 CE BUIEDIN <5,000 SF MAXIMUM ALLOWASL I! GLA % AND AUOWA13LE UGHITING wr$FCoolingi'Squ4ment Capacity M.000 gt,Jryt Roo its, PTACs a. O.• : effR, : as °11;t1 BWM r , ` :'3L;.'E i, • p' OL gRFr+1 UGHTSN{; , : AREA UdM I G ApEA f=iA-410.0: ., wrS>= r_i6Hsa Q GL AREA UCii tTlNp aAf EA uc-rrlNo20 zs 24 xa z,e 22 2.8 25 2.8302.4 25 40 2.4 36 2.635 35 Q 8 ar;zrrg: 22 dS 2.4 45 Q.4 Sts-4119 CC@fffCIWA o0.7 N so A And Neat 50 4..2 Pump And Hest Pump 2 i 75 22 Table 4C9 SCHOOL ill No c 6,000 SF i MAXIMUM ALLQWA13LE GLASS A A % AND ALL.0WA8LE LJQHTING W/5FCoolingE44WWpftMMQMIcupac2a6,Ao0l3turh R OO ni PTACI: I. L;Cs'.': t 3 R• 8 8 9A • -;n.. ii 9.t• _. R: t0. tt.a I Capaci c6s 000 8b4 OL ARU UGt mtap r ;= APtEA a F liNa EEf I: ,t%r-ut' . o.o•vQ .: . 20 OL AREA LIG M.. p GL AAREA UGH11Nt0 20 W F 23 1.® 26 2.0 29 ZO 2.6 20 2i8 61at;rg 30 e 2 0 30 2.2 30 22 Shadlhq 000ffJ = «t,0 33 t'e 35 I 20 35 2.0 r NAw 40 t.e 1'—`ao t.6 And Heat pumpD And Hest Pump TWO 4C-10 callng t;q GL AREA L!(31.r1'fNt3 P h4dlr,g CooMci*m v.O.Se insuiatod MAXIMUM AL LOWABL GLASS a AN, AND AALLOWABLE UGttT1NG Wls>= mutt Capin :,000 8t41h. Roo l : '9, ''1Q0'""' ti R:;tO. 11;t) • p"ty <65,4p0 Biluh GL ARa LIGHTING l:E}:31.1•UP :+ .'. SF1:10-0-i , wIsa ING GL AAt-A UGHTiNG W GL A F1 ,A UGHTtNp t.t0 6 t 5 1S I 5 Wr a t8 0.50 0' 25 Os 5 25 0.87 0.75 I 16 0.87 And Beat PUMp as 0.75 And Hast pum NA COP: > a 3.0 . HPSF: > r7 6.8 40 l.0 t' 07/08/1999 11:45 7148321910 ®" CRHO JUI=— g-99 THU 9 : S0 MO ENGINEERING PAGE 06 P . 9 $ docMH OF ASMUSLY O4smprow OVTSIDE SURFACE AIR FILM CoWCP4r& TIL01 tau t a- uP p4co p iwap A- 30 041Sui.aTIO P4 ass !O >le•IG 3 9sYP 8V ZNSIAE SURFACE AIR FILM O.o3f X Aftcunr o ae+e AMM8LY TWE Rloo wap 07"POG >siA7 MAl IAmma ma SING P$ACe TAGE — ,S 13% (16' RC- Won) 12%016'o.c. Wv0) 10% (16' o c. Fbwioog.) 7% P4' ®.c. FkmoGoll_) o.08- 1/ RI TOTAL W=. 4Io o. o4 1. R%1100 ASSEMBLYWYALUE 07/0811999 11:45 7148321910 CRHO JUL;— .s-99 THU 9 3 31 MO ENGINEERING PAGE 07 P . 0.9 Ass eivw A.LL— WI ?FEA FRAUINO MATERIAL r 1bo1 1IV 0 FRAMWG 1M C Tic co Fr, %: 1 J' PROBING PERCEMAGE L 1Sk. {16' o e WaP) 12% (24'0.e Well) IV% (16' o.c. Flan ical ) WGtTCM O AS5Ev8 V p4* e e powcoe ) ua Tiow oLvrsIDE SURFACES AIR FILM P'z-Ywcoo OU(w 1aJa MP -MR. A-19 WSUt.0-rtOW t_x fo Pot* m l"C., GstYP. • INSIDE SURFACE AIR FILM A -VALUE CAWIY MALUE Fk) WOOD FRAME RVALUE Ign 0.11 CX 1- 0—col C. CP2. CO.oG 5 lr Cer Cob o. (Oe, SuBTpTAI 172 1Al. 711 Etc E" 91 ti NEAT CAPACrrY (Optloron WALL SPE011710 NC WEIGHT i+EAT (A x s) As--p.ft I - oft. -w -atj 8.4co . t•7¢3 s eG• 5 0 1-BG C a412- 0. a72 a,4-9 q TOTAL NC sift 11111 F %fm ASSEMBwWVALUt 07/08/1999 11:45 7148.321910 CRHO JtJL- 'QI-99 THU 9 _ 32 NO ENG I NEEI? I NG PAGE 08 P _ 1'.e SKETCF! OV ASUMBLY DESCRIPT" OUTSIDE SURFACE AIR FILM i INSIDE SURFACE AIR FILM AMEMBLY kAMj - ASSEMBLYrfPE Roar woo Csuinp Roo+ FRAM NO MATCAIAL FRAMING SIM Fr X.: 1AAMM PERCENTAGE 'S 15% (18' *A Wd) 12% (24' o c. Wao) 109E (16' o.c. Fkxw)W.) , 7% {24' o.a Fbor1GC r A -VALUE CAVITY R-VALUE Ra) WOOD FRAME R•VALUE 17 17 l.3 5 l SUS TOTAL 4,6 ft t r. D a HEAT CAPACITY (O oo"q WALL SPECIFIC HC WEIGHT HEAT (A X 0) sl (Bn+4=ab (BRMF eQ TOTAL. HC = I x E=] L ju 1 /AQ 1 -- (Fr9; / 100) 1 l R! Fr%1100 ASSEMBLY U-VALUE 07/08/1999 11:45 7148321910 CRHO PAGE 09 JUL:- •8-9.9 THU 9 $ 3 MO ENG I NEER I MG EMMCff LOAD C ®I 4 406 NAMEs CLIV F- SAP-DF,AQ LOCATION: 5A u POP-D, P:LA . 4 il6N GRlTERlA: 5l1MA R ZONE/A A: jr ! T! ni YiNTER LAT. VA - I ii?E 't8 6 G.s. 10 Q 4:00 TIM 33 V5 105 AC. - HT6. 6 qap A.C. (M-9)HT& EMT) J(RC?OF 2? 1 x 0.04- x 54-- 33 50V 16-0 3 t53NKAU712X - 4*0 &4 b 10.06 x 44- 3 V35Kql52x0.06 x 39 - I N KAL.J. 5z x 0.e6 x tss J _ J G PARnTION ZD2-X D. C& x t8 - 33 6T 1 (0-5 S IN'' DOOR so x/ a ® si x/ 2 5 _ 2 4-1 SKYLIw -- X . x W Dcb 20 x v. 51 x /8 - szz TRAN5MI5510 TOTAL =9 Sl Al 41)i X x X 6L3 --- X X x A%. X . X X S. A55 x . x x SKYWr -- X X . x X x X SOLAR TOTAL 5* LMORE 15x Gam X 0.84 IZro0 LATW ; 15 x X 0. 04 = 07 57 ) U& M 23 SqX 5.40 X 0.10 X 1. 3 ry [ 1061 &6p rMENT 0 INTVIAL TOTAL;; 7 06A. 5 x 1. 065 x 19 - 35 Zq M S 53 O. S.A. L 1 5; x O. 6$ X 3 d. s & o, s.. TOTAL_ 5 Nor Ct-1 — a '.` A144 SENSIBLE TOTAL = Z U 140wd UO LATENT TOTAL U5E(I) I TON AL. MSj j TONS = 12 . I 07/08/1999 11:45 7148321910 CPHO PAGE 10 THU S 33 M'O EN'G.I NEER I NG p . 1'2 PnON I JX NAME; aLI v F- oA P-C)Fokj LOCATION: 64 w FOXOO I=L-A . , A 'ih5id GRIT IA: SLMMLR ZOWAREAs Go a o r., e MN'TM OUTSIDE .1.. - r — 42 & Ie _ DAP ms 17 OR 7 m INSIDE - DES m L aRfo G.F. 70 DB a r tt Mu M KAU Is It Nw WAW- Li WA.LL ALL $L& .7 NW sE N 6LAf COLA% eYw&wr MOW A.G. 'S) RM 5) Z-t40lox 0604- x S - S3 W 5+7& 2.7bolox G:51x 4.04 0,V6 x x 6S - 3v- 33 G G r 5 tr ggti 733 J3t6x. Qua x 2 . 33 G 47 v3 f$x l a 04 x 6- 4 3 (,, x x 4,eo1 3 r 7 i 1ppX[ lao t7loX 7' 3, 7. 3t r J, j I& x 00 48 x VW6MI55I0N TOTAL I I x o, so x 0,71 x z g Z,O X D o SD x o. 4-7 X 1 41 zax 0, 8d x op 3 -, x 171 q v$ 4Zx 0.60 x pb . x I -fj Ox 4.90 x p, 7! x 47-0 277 x 4,57 x 0107 X x o, SG` 5aL iTOTAL - 2 5+L FWFLE s 0 X r' 'r} x 0® 64 LATENT: 60 x Z?5 x 0$ 64 is I'50 ) L* n 214 Z.x 3.40 x o. go x i a 5 m E lIi 1 t tT INTERNAL. TOTAL sm 06A 5 l000 x a 085 x i b- 3 5 0- 6A L loto x 0,66 x O$ A TOTAL Smfalz TOTAL x LATENT TOTAL = TOTAL ( ST") 0 TON A.C. UNIT(5) AC - z T045 = 2- 7 7 2p 20 I W 07/08/1999 11:45 7148321910 CRHO PAGE 11 JUL,- iB-,5kg THU 9 34 MO ENGINEERING F- ENERGY ®CALCLUATION 41, JO NAMF_- eLIVE dtAP_C)S&j LOCATION: SA JFOP_L?, R-A, ZOWAREk V / omirm — DO - 74o m 00- 6M 1-7 t7K MM 78 V5 65 Ye 7 1- G&v -* I orm. 05 '34- 6" 4: 00 Tim VB A.C. - HT6, 6RaP A.C. MkAdr tj YVU 1 lv.,A 142X f/.Vq 0.06 x X 2".3 25 - _13 W KALL 04(ox ip, 04 x S - , Z,, 03 SOU 10.46 x V, ? C. I 27 nALL X 0 x PARTITION I X Otg( 0 X le 04- 117 DOOR xI * x ALL SLAW YU&TT loix x 91( 05 x 15- - x x e x VMws$ON TOTAL LASS 44S X g4, 90 X 4, 1;6 X 1574 5. SLAW 3x0, 96x05; 7 x xxx m x X o x x x x x 50LAR TOTAL z p5o" 53 x 550 x 0. wlr 2 4-4-9 LATENT: 53X 2 7 S X 0. a4 - /VZ45) u6m 925 X 5.40 X 0,40 X 7-4-160 ECAFMDr INTEPAk, TOTAL a 05A. L 5 x 5x I, M, x 16 0. 66 x 3 d.7-06 q It - me( I ) 75 TON A.G. LNT(5) 05A TOTAL= 5ftiBLE TOTAL a LATENT TOTAL a TOTAL (571J' S) zz AC-3 TONS :t JOB NAME; OL.i V <nbA P-C>5t i LOCATION, $A N IOXV, ri.A . arvDE -L re 7 & y 1-0<,o DK 37 Pa INSIDE !8 I __.66.__ .. G.F. 70 pB A.G. - HT6. 6ROp AEG. CL. ZAP LAT. HDD, n!MALL e X S - 33 51!/6 1 b.S I 1 rI T - " P' O U x I f3- I3 Y Yew WALL 75x pedD X f- 33 19 I PART1110N x X p x X DOOR ALL GLASS x L +x a ( S' x X SS7 1 [ 85KYU6Ff'i' x x X a X FRANSM155ION TOTAL k S 6LJ':TJ r G Y 746weixJd : D , 06 e go x x Q. 6 Ae so X I J x I --+ 1 $ L46 EfTp x Peso X De 71 X 39 p 6iArn. Ic+T x e e x x x x x e x e X o 50LAR TOTAL HL PEORZ LATEW : 4b x 4& x S 5D 275 X X 0. 64 0. 64 11 pig L l&fm 6 3 S X 3,40 X 0e a0 x 1. Cp 2 INTERNAL TOTAL. = 1 OsA 5 620 x i. 083 x co Is 2 0. 5A. L 5W X 0.66 x O$ A. TOTAL SEMBLE TOTAL. 2 00 [ LATENT TOTAL = 3o}¢ (,p Tara. t TvSj o iISE ( I TONAL. UNIT(S)46.4 TONS a fv . Sp r- - 07/08/1999 11:45 7148321910 CRHO PAGE 13 J U L— S— 9 9 T H U 9= 3 6 MO E N G I N E E R I N G P i M4ERGY LOAD CA O X NAW. ot_IV t~ 6oAP-DFAj LOCATION: 5A N FOP-D F-LA . 41'1 nI ZOWAREA: Pim 0i'5I — i ,,-- D®„ fv y' Ii ln b y 6" 6P. TO LM 6 0 TK ( cc A,G. - H1'6. 6ROW AEG. (9 Roo: x r¢ X GS' - 33 5D^II 215nkL KAL 3q$x 00D6 x l 7x 0006 x x PARMON X x V= X o x CIL ZOP LAT. 28 HDD. azv.— nm) HT6. Iq 07& 07 7 1 1 3"`Co A" suss 81 x if/ s x S;YI.lsNT —x A x VAd S455ION TOTAL. = 50K x4),g0Xa*5-0x1 54 g 6L.A65 i,a:t) qd x Gb+GkS(D 6LA ( a s y tJ x 7.8X D-.$- Os 0 .81 X x a S D 7 zs x s7-! z20 w 0 4 I0 x Oo 60 X X 0, 57 x x Z? 5OL.AR TOTAL = 5+L PEOMZ 50 X 5 50 X 0, 54 omw 1 S'6 x z 50 x 0, 84 xx 1 15EO U&n 015x 3,40 x 0,40 X i, 5 N O JiPl tfT INTERR L TOTAL = 0 A s 8 SOX 19 065 x 3 3 O.G.A. L ox 0, 68 x lbS4- 05E ( ! ) 15 TON AG, MT(S) 100 3 2-3100 3 OSA. TOTAL = l0 3 St IM TOTAL = 41~ LATENT ;TAL s 3 202 TOTAL s) = 742.22. AC-S TOM x o. ?- M 07/08/1999 11:45 a 7148321910 _ CRHO PAGE 14 JUL-- • A— 9 9 T H U 9$ 6 M O ENGINEERING P_ 1'6 CYO J08 NAND: oL V C,+ 12D i LQCA110K . SA N F-0XP, ILA, PM6N CR1 "M k. SLR ZOWAREA: PIN t WINT CL, Mm 1i 51DE 78 OB 6 Y' l 2 6 M -F CF. Q 6 4;00 Tim 33 Env 10 ' A4, - HT6, 6pop A.G. 0-M- S We. ROM M& x 4 .IN x AS - 3 v/ 1b (c) 08 x D. D! x R KALL 311 x o®od x I' 1I'Y.V . --- X o x — SV O / ' . PARTMON x . x a DOOR X ALL KASS 11 I7x 0eiGSr x f u6HT e x X x .. TRANSMI56ION TcrrAL 6u 2 j x x 1- 17 2S 0q x oe eo xDo?1a x 2 6LASS x x x x K e X e X SM64T x a x e x x x e X 50LAR TOTAL = S+ L PEMZ + x SSO x oe 64 LATH: 574x 7- 7S x 0984 12+7+) LJ&HIB C114/ X 3,40 x de 4o x 1, IJfPMEhlT' INTM AL TOTAL a , i j0x I.085, x 1t - 33 1-7771- OSA. L 11 o x 00 OSA. TOTAL I Seelftz TOT& = 4Z 12t, LATENT TOTAL = S3r;; j TOTAL O 5) = 75eosl 36,774- 7. 5 TCiMAG, t!!T(5) _ AC-6 Tam n Cr 'aj FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 - Commercial Building Compliance Methods I Administered by the Department of Community. Affairs FORM 400D-97 . Renovations & Systems Prescriptive Method "' ALL CLIMATE ZONES Project Name: O L 1 V G CG A XCE )Q Zone: 5 Address: p-. Building Classification: City, Zip Code: Building Permit No.: Builder. Permitting Office: o O F Owner. Jurisdiction No.: &qI BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE I U I AREA TYPE I U I AREA TYPE I U I AREA TYPE U I AREA TYPE U I AREA Concrete CBS Under Attic O 0 Slab-o rade D Wood Si fe. wall Wood frame Single Assern Raised Wood Metal Double. wall to Metal frame I I Other. I I Raised Concrete Insulated Sincle. roof Insulation - value I Insulation R-value 1 1 Insulation -vaiue I Other I I Double. roof Ca SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump I -! 2 • $ Central & Heat Pump Electric e65, 000 Btu/h SEER 85,000 Btu/h HSPF Resistance 265, 000 Btu/h 9-0 EER IPLV 110 265,000 Btu/h COP Dedicated Heat Pump Water cooled' EER IPLV 4 7-SWater cooled CCP Gas Evaporatively cooled EER Eraporatively cooled COP Natural Z PTAC EER Electric Resistance COP LPG Chiller Gas heat COP COP iPLV Gas/Oil (circle one) Btu/ h 80AFUE Ln HRU . pump 5, 000M0,000 2 Omer. Omer 1915, 0001300,000 Btu/h _ ET 4. • 12S H LIGHTING Total Lighting Wattage SONG CALCULATION DUCTS R-value 4- t Total Conditioned Floor Area Watts/sq ft tt requires) Attached Location ATTI C PRESCRIPTIVE MEASURES ( Must be met or exceeded by all buildings.) Components Section Requirements Check Ooerations Manual 102-1 I Ooetanons manual will be provided to owner. IA G- Windows 406. 1 Maximum of .3 cfm per sq.tt. of window area A - Doors 406. 1 Maximum of 1.2 clan oer sq.ft. of door: ma. I A - Joints/C3cks 406.1 I To be caulked. gasketed. weatherstriooed or otherwise sealed. Reheat 407. 1 Electric resistance reheat prohibited. I NOrJE- Vennlation 409. 1 Suoplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. C - HVAC Efficiency 1 407.1, 408.1 1 Minimum efficiencies - Heating: Tables 4-7. 4-8. 4-9. Cooling: Tables 4-3. 4-4. 4-5. 4-6. I c - 1 HVAC Controls 407.1 Separate readily accessible manual or automatic thermostat for each system. HVAC, Duets I 410.1 Air ducts, fittings. mechanical equipment and plenum chambers shall be mechanically anacned, sealed. insulated and installed in accordance with the criteria of section 410.1. A C•- I Balancing I 410.1 HVAC distribution system(s) tested and balanced. Piping Insulation 1 411.1 In accordance with Table 4-11. Water Heaters 412.1 Automatic electric storage water neaters 5120 gallons and gas & oil fired storage water neaters <-75.000 Stw'h shall meet performance requirements in Table 4-12. Electric > 120 gallons stancoy loss <30+27N.. Gas >75.000, Oil >105.000: E .78, Standby loss 5 1.30+114Nr. Gas, Oil >155,000: E.78. Standby loss 5 1.30+95N.. Swimming Pools Spas I 412.1 Spas & heated pools must Have covers. Nan-commeraai POOLS must have pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 781/ . I N A Hot Water Pipe Insulation 412. 1 Piping neat loss is limited to the levels in Table 4-11 for circulating systems and the first 8' of pipe from a storage I tankP. Water Fixtures I 412.1 I Shower head water now restricted to rnabmum of 2.5 gpm at 80 psi. Toilets meet 42CFR 6295(k). Public lavatory fixture maximum flow of .5 gpm: or if self -closing valve. 25 gallon circulating, '.5 gallon' nontiuculating. Ugt.mng 1 415.1 Ballasts snaff have Power Factors no less than .90. C-- - It required by Florida law, I hereby certify. that the system design is in compliance with the Ronda Energy Code. Registration No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SY NER: PLUMBING S 0,J2 IGN I hereby a dy trial m4lphu s and icabons red by the cahm"non are in cornot -th the Review of plans and speafirations coveraa try this eakulana+ urea canob- -dh Fonda Coda Me Florda Energy code. Before construction is mmdeted. Ma wid"31 wd be npected PREPARED BY: `'-- pq 7 ' for compliance n a wiM Se ° 1908 F.S. I hereby artily Mat M o6mpriance hndl the Florida Energy cam• Bt11LDWG 0FRCIA 4 OWNER AGENT' DATE DATE oV-Z(119 IM FORM 400D-97 ALL CLIMATE ZONES Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2 3 U-0.87 Climate zones 4,5 6 7,8,9 7 SC (.61 SHGC)>1'OH LIED 55 SC (.48 SHGC) no OH Wall- _ ...... _..... _..... Masonry Climate zones 1,2,3 R-7 Climate zones 4,5,6,7,8,9 R-5 Wood frame — all zones R-11 Metal frame — all zones R-13 Roof - Built -up Climate zones 1;2;3 R-16 Climate zones 4,5,6 R-14 30 Climate zones 7,8,9 R-12 Attic or Drop ceiling All zones R-19 Floor: Slab -on -Grade R-0 O Raised Wood R-19 Raised Concrete R-7 Infiltration Code minimums per c sec. 406.1.ABCD.1 31 j 7 Cooling System Code minimums per sec- 407.1.ABCO.3 Heating System Code minimums per sec. 408.1.ABCD.3 Ducts Code minimums per r• sec.410.1.ABCD:2 Piping Code minimums per sec. 411.1 ABCD.1 Domestic Hot Water Code minimums per sec. 412.1 ABCD Motors Code minimums per I D p sec. 413.1.ABCD Lighting UPD: W/s.f. per Table 4-16 Controls: 1. Two banks per space with separate manual controls; or 2. One occupancy sensor per space (or other automatic control) 1. Code. minimums snail be met for components being retrofitted with new equipment. 2, Repairs to equipment need not meet Code and snould not be construed to require a replacement of equipment 3. Where existing components, such as ducts or electrical wiring, are utilized with a replacement system. such existing,components need not be replaced. y- i USEDO IC0111ST ASSEMBLY NAME DO ASSEMBLY TYPE FW" wall FRAMING MATERIAL vNcX:)d FRAMING SDK IU Fr Xs Q FRAJ ING PERCENTAGE 15X (16' C.C. Won) 12% (24* o.c. Wen) 10X (16' o.c. Fbwirol.) ETCH OF ASSEMBLY 7% (24' o.c. Fb=r. 0.) I QESSCW PT10N OUTSIDE SURFACE AIR FILM GoNcF-aT&, TIL-e— RCOF114C, QL'(W QOI 2ye lo F p,0A to I N a V8 GYP BD INSIDE SURFACE AIR FILMM R-VALUE CAVITY R-VALUE Rc) W000 FRAME R-VALUE RO o. 33 0.33 Olo2 O,<o2 cl O.Cpi o,.(f,i HEAT CAPACr Y (Optlonan WALL SPECJFIC HC WEIGHT HEAT (A X B) bs/sq (8u/F4b) (Bb.&IF-®q SUBTOTAL TOTAL, KC Rc RJ x t / Rc' 1 (Ff-1.1100) 11 RI Fr% ! 100 ASSEMBLY LFVALUE I EJECT kA)AE 2 3 4 5 6 OUTSIDE I SURFACE', AIR FILM t5UI LO 1" (5 eve c-*,-rf,. e>ip. IINSIDE SURFACE AIR FILM ASSEMBLY KAME W.4. L_ L ASSEMBLY TYPE CE Co&r.9 FRAMING MATERiAL w c:7 o FRAMING SIZE 15 FRAMING PERCENTAGE 157 wap) 12% (24- D.C. WaR) IC% (IS-0.t. Flownel) M (24* 0 C_ Flo"CAI R-VALUE CAVITY PI -VALVE Rc) WOOO FRAME R-VALLIE Fil) 0.17 c. 1-7 O. 1( oz 0.0 60 ig. SA S o. 5 cp 0. is co HEAT CAPACITY (OP60-1) WALL WEIGHT 2_13f) SPEOFIC MEAT llltLJF-4b) 14CL A, X 8) B%A?F-ef) Ck 457- 1a4 a7 2. 1C7 CPA-9 9 4:7.. aa, Ot 6 Coe-, SUBTOTAL TOTAL W_ 3.5 Fic Rf UPC (Ft% 1100) IlRl Fr%.1 loo AS-SOA BILY 1.$ PRC O ED CONS R QVC =Affl PROJECT NAME DATE ASSEMBLY NAME - ASSEMBLY TYPE F;= Wan Coiling(g) FRAMING MATERIAL FRAMING SIZE Fr %: 7Z FRAMING PERCENTAGE 15% (16' o.c. Wait) 129E (24' o.c. Wall) 10% (16' o.c. Fi=/Cea.) SKETCH OF ASSEMBLY 7% (24' o.c. FlcouCed.) 2 3 4 5 s i 7., MUCTMONCCONP.-ONENTS DESCRIPTION OUTSIDE SURFACE AIR FILM L171 It L' :f 19P V12 SPIN D INSIDE SURFACE AIR FILM R-VALUE CAVITY R-VALUE Rc) WOOD FRAME R-VALUE RI) 17 17 33 0,33 Icp CI SUBTOTAL -54 ,D 72 4 Rc Rf HEAT CAPACITY (Optional) WALL WEIGHT lbs/ sf) SPECIFIC',, HEAT. BtiUF- 4b) HC A X B) BU4-- 3 ) TOTAL HC 1 / Rc 1 — (Fr-/. / 100) 1 / Rf Fr% / 100 ASSEMBLY U-VALUE ENIERGY LOAD CALC IATIO14 J05 NAME. o L V F- DE,,1 LEGATION: IND-DS DE516N CRITERIA: 5JMMER ZONE/AREA: }-) TGh+a" KNTHR. GL ZOW OUTSIDE DB 7 & OR. DB LAT.- INSIDE 78 m e m 7 L 7O 14.DD. Q l DB 3 4- s" 4.00 D5 ELEV. (D 5 A.G. - HT6. 6ROW A.G. (BTU's) HT6. (Ms) j< 2351 x D.c4-' x 54-- 33 5 1/ Sl D 3IS3 1NWALL w wALL. 5 Ak -I N {ALL PARTITION N DOOR ALL 6LA56 5m6HT Ulf >7 b,2 3I2X 44-1 x s2X 52 x ZD 2 X So x x x 20 x p.D p, 0 06 d. p ( o. 99 x x X x X x x x x • ZS- 3 G 8- 3 3 31 - 3 G 2S - 3? G LT 2 s- 33 G 4-&0 l-7 0949 11 7 2. 16 4- 13 Cols 7 3 1c3 103 4- Do 54- 5 TiZAtM15510N TOTAL 6LA55 61- A55 6LA55 61. A55 e 116HT X X X X X X X X X X X X x X X X X X 50LAR TOTAL 0 PEOPLE I S x Ova x 0. a4 LATLNT ; i 5 x - q 5 x 0.54 L6HT5 23 0 1 X 3 . QO X 0. a0 X 1. 5 v'1/ Cp l ?-& 0 0 0 lColo Etx' IJIP'T m , 7 56p INTERNALTOTAL = 05. A. 5 A. 1 S x x 1. 085 0. 5a x x i g- 3 3 05. A. TOTAL = z9 2M S 70 l 3 5 0 3 4- w 200 S iBLE TOTAL = LATENT TOTAL = TOTAL ( BTU's) = i D 1462, 4, 3431 l 4-4-- U5E ( I ) J 2 , TONAL. LHT(5) 146 - ( TON5 = J E , ENERGY LOAD CALL IATION FOB -NAME: L V 6>A P-DE1 JOCATION: SAQ FOrZD, P= -A. i/, DE516N CRITERIA: 5JMM R ZOWAREA: Lo U ti G E- 1NINTER CL. ZDW 0UT51VE DB 7 Cv M 6" ! -7 D R. DB LAT. 2g , 4- IN51DE i8 D$ 65 - m 7 2- 6" I G.F. 1O DB RVD. Q t g DB - 3 - 6R/ 4:00 nt E (p o 33 DB ELEV. 10:5 A.G. - wr6. 6ROUP I A.G. (EMS) HT6 TUS) ROOF W YyALL IF- MALL N / ALIL s WALL N w WA LL 1 Wt LL- ALL 6LA55 5i yu6fT N - wA-L- rJ 6LA55 NO 6LA55 5 E I 6LA55 N 6LA55 GLA55 5+L PEOPLE LATatr : L16HTS-1 E!JIPS E'IT O.5A. 5 0.5.A. i Z1 O&X 19. a4- x 370 X D. eG x SS)X O.p X 312x 0.06 x 1.8 S x 0. 0 x li oxO.DGx i lip x D.0& X 1-76X d.&5 X 3& x D. Z8 x 17 +x G.DCv X . 6. - 33 w 65 - 3 3-- G 30 - 3 3 G 77 J 36 - 3 G 31- 33 G IS"- 33 IS-32 7R,M5M1551ON TOTAL _ 1 510 133 4ZZ 4 01 317 31 7 7 34,p 3015 2&7 S 8 3¢S IZa21 112D 12X Zo x ZOX 42X 63 x fix O.e d . 80 0.06 60 D . aD 6 .57 X X X x x x 0.7 0. 4,-7 0.33 0, zL p . zS 0. 4-7 D, X 38 X 14-1 X 172 x I +a( 1 x ' zo X 27'- 50LRTOTAL 215 78 11 -2,0 qC8 1302 72- Iz c l 0 X 0 x S SU 27.5 x x 0.54 o. 84 3 0 ) 2-7120 2I42X 3.40 X 0.40 X 1.5&0 INTERNTOTAL. _ lOOC3 x 1 Oar x I g- ,b5 x 0. 68 X ?.r U5E ( I ) 10 TON A.G. UNIT(5) O. S.A. TOTAL. eelBL. E TOTAL. = LATENT TOTAL. TOTAL ( ETU`:-) = A- C - 2 TON5 = s S 010 ENERGY LOAD CALL JI AT ION lOB. NAi: o L V f f 12 D / /% i w UXAT10N: 5A N I=0rZ01 r= L . S r l DE516N GRITEIA: 5JMM ZONE/AREA: 121 N I & KNTERCL Z0W OUTSIDE DB 7 & Y i D 6R/ i D i DB LAT. INSim i8 DB 65 m 7 2 6 # f- G.F. 74 M FIDD. Q 1 D$ 3 4- 6R/# 4: 00 ri E KPH 33 A.G. - HT6. 6R Y A.G. (MS) HT6. (Ms) RooF q 2 x D, o 4 x 1 j Y'lAd1. 142 X D.96 x 2 5- 33 G 2 l 3 Zg IwYOL. 0.06 x S - 33 G 2Co3(o 1271ox1 - IoYALLxX PARTITION Sl X o X 19 _?)5 LT- p 4- 11 DOOR ALL 6LA55 SiCYL16fT X 1 D I x x x D. (o S X X x X. 1 s- 3 RAN5M15510N TOTAL = j S 2 C CPCo 5 2 x D. g0 x D. S6 x I S 2( 5 W 6LA55 53 x p.8 6 x D. s 7 x 22-C 53 J 6LA.55 x x x x x x SiMC-HT x x x x x x SOLAR TOTAL 5+L FECfU 53 x 5 So X o. 84 2 4 LATetr : S 3 X 27 S x o. 84 = I2243) . L16HT5 9 2 5 X 3. 40 X 0.10 X I ..; YJl CAI 2& E JIP'1T I NTERXAL TOTAL = 7 05A 5 5 x 1.085 x I g- 3 3 17 4-71 3 2 v 4- S O-a.A. L X 0. 68 x 20(6 J 's- O S.A. TOTAL = I 3' 0 4- 5 5EI-6IBLE TOTAL LATEN7 TOTAL. TOTAL iBM5) U5c (I ) 5 TON AL. UNIT(5) 3 TONS = Lo 8 ENERGY LOAD CAU, Fv E. OLIVE Al2DF,Ij N: F-OrZP? FLA ° ^ DE5I6N CRITERIA: 9JMM ZONEJAREA: PIN I Q& 1NINTER GL. ZGw GUT5IDE DB 7 f y B 6RJ I -i D R. DB LAr. 'Le, 4- INSIDE '78 DB 65 ye 7 2 6R1* G.P. 7O 0 4:00 r E (p 33 ELEv. l 5 6RGUP A.G. (MS) HT6. (MS) ROOF lr l x D .,r¢ x s' - 33 L L D 1 19 N M lAd.L l$ X 0 .0 6 X 2-S - 3 3-- 7L- MALL 31 1 x 0 •0 (, X 30 - 3 SING C I eiixD.d-, 4-4-01^{kL X x PART17ION X X DOOR X X ALL 6LA55 63 7 x S x IS - 3 3 2081 5m6HT x x x X• 7RAN5M15510N TOTAL = 2 1 111 5 6LA55 2g x x x I s- 17 2S 6LA55 9 x x 0.2 x 2 SO 30 3Lo 6LA55 X X X 6LA55 X X X 5me+iT X x X x x X SOLAR TOTAL 5+L P50FLE S - X S Sd X 0. 54 LATE : S4 X Z7S X 0. 84 = 12%) LI6HT5 o X 3. 40 X 0.10 X 1.5&cff INTERNAL TOTAL = o5A 5 4 iox 1.085 x Ig-33 0.5.A. = 1 o X 0. Fa x r ueE ( I ) i S TON A.G. UNIT(5) 0.5.A. TOTAL = BIBLE TOTAL = LATLN7 TOTAL = TOTAL (BTU's) = AG Co TON5 = 0-1 z1, ssC.7is 7565,3l f 3Co7 7 4 9 i ENERGY LOAD CALCUIATION JOB NAME: o LI V F_ (!:-bA !ZDa Aj LOCATION. 5AN FO(Z-D1 FLA . DESI6N CRITERIA: 51JMMER ZOWAREA: )2 N I NG - AINTER GL. ZOW GUT5itr= D5 7 & M I 6RJ I D R. DB LAT. 2g , 4- INSIDE 78 DB m 72 6R/* .+ C.F. TODB ff ID. Q 4- 00 TIME 3 U8 ELEV. o 5 A.G. - 1.4T6. 6Rap A.G. ($1'U'5) HT6. (MS) Rocs Gas x 0.O x 65 - 33 W 16 o3gjwALLI0.3X p.p x 5- 333 SS 20 - 5 MALL 274, X 0.06 X 3g - 33 N ' IL 7 S X D• 676 X IKALL. X X PART1Ti0N X x DOGR ALL 6LA X X D .l 5' X X j S - 3 3 527 I S8 5KYU& fT X X X X' T' RANSM15510N TOTAL = 3,2;ka 11 s sLA s 04 x D. C x D. sd/l x iI s t 7 56LAe5 G 5P9'( 15 x Ds b6 x so x ` l N 6I.A55 15 X X D. 79 X 3&0 6LA55 X X X SKYL1& HT X X X X X X SOLAR TOTAL = 2701, 5+ L PEOPLE f1AIB4T : L16H5 cOtJIP! tT 4, 5x 4r3 X 3-< X G sD 27 S 3. QO x x X 0. 54 0. 84 0.? O X 1.5NO INTERNAL TOTAL = 22 17Cp O 00 d I oSA. s 0. 5-A. '_ . gZo x b Zvi X 1. 085 0. 68 x Y 0. 5.A. TOTAL _ k 7 3 2 "5 &0 i I ) 75 TON A.G. LHT(5) 5l5IBLE TOTAL = LATEENT TOTAL = ToTAL (5n1s;) = 4C - 4 TONS = pS S, 40+ O 7&D1- 1 32255 ENERGY LOAD CALXIATION JOB NAME. CLI V I; C--3,A rLDF,I`J L'OGxnm 5,4N i=pr,-D r t-A . DES16N CRITERIA: SUMMER ZONE/AREA: CPIMIP J& 1NINTER GL_ ZONE 011751DE DB Pe 6" DR. LAT. 2S , 4- IN51DE 78 DB 0 I g DB m 7 2- 3 `- 6" - f' I G.F. 7O DB -H.DD. 6R 4.00 TI1 (PM) A. G. - HTS. 6RF A. G. %S) HT6. %-5) ROOF 5 - Al1. WALL PARTITION 17XR ALL 6LA55 g I S x 31 8 x 23 7 X l So x x X X gj x 0. 0 ¢ D. D6 Q. 6 (, D. 6 D. S x x x x x X X x 6. 50 - 33 3g - 3 3 D- 33 G Z l 07 3 069 l 0 7& 7 8 1 3 5 Zr 109 t Si yu6HT x x x X. TRAN5MI55ION TOTAL 5 6LA S S --x 5 ( 5LA55 a :) q x W 6LA55 x 6LAs5 C 28 x D, 90 D. d o. 80 0 a. d x x x x D, s-v x I 4- D. E-e) x- D. 57 x Z v 2 Z o, z s x g 32 5MC- HT w x 10 X l D. G x x x 0 . S7 x ZZo jG'03 50LAR TOTAL 5+ 1- PECQLE 50 x S S a x 0.54 23100 LATENT : 56 x 2 Sv x 0. 54_ i 15 s0 ) L a4T5 E* JIP!tT l 5 X 3. 40 X 0. 10 X I.5 INTERNAL TOTALt 841 05A 5 85ox I.085 x30 05. A. TOTAL 3 4 3 3O SaeIBLE TOTAL = i LATENT TOTAL = 31 ZD 2 TOTAL ( Em5) = 74222 3 D32. use ( I ) "1, S TON A.G. U141T(5) 46 - S TONS y I CITY OF SANFORD INSPECTIONS DIVISION COMMERCIAL REVIEW COMMENTS NEW CONSTRUCTION PROJECT: 01 i- e- G ,'s a-,v7 DATE: Fe_. _4,jqg9 ADDRESS: /0--7Z-c-wae Ci 'C% SANFORD, FL. 32772 CONTRACTOR:. CrLo LiC# ADDRESS: rn r , PHONE# 3A/—S.fo-3 Jdb - 4'Q-190 3--2 77/ REVIEW COMMENTS: r 1. Finish floor elevation shall be 16 inches above center line of established street or a Min. Of 8' above grade when property has no paved street. City Section 6-7. 1 2. Strip footers shall be continuous with 245 rebars for 1-story buildings, 2-storyIfbuildingsshallhave345rebarsinfooters, and #5 dowel at each corner. Size of footers shall be 8"x16" min. for a 1-story and 10"x20" fora 2-story. 3. Mono footer/slab combination shall be 20" deep and 16" wide with 45 degree angle into 4"slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4" slab. Reinforcement shall be as in strip footer all laps a min. Of 25 inches. k• i 4. Masonry construction shall have a min. of 145 rebar in lintel course or tie beams: ` Verticial down rods shall be #5 rebar with 24" bend tied to lintel rebar and min. of.. - 25" lap at each dowel & tied. X 5. Means of egress shall comply to Chapter 10, 97 S.B.C. X 6. Means of egress and illuminations shall comply to section 1016.1,1016.2 and 1016.3ExitSigns) 1997 S.B.C. X 7. All corridors shall be a minimum of 44", Table 1104,1991, S.B.C. X 8. All restrooms shall comply to 1997, H.C.F.S. 553, Part 5. X 9. Interior finishes shall comply to Chapter 8, Table 803.3, 1997, S.B.C. 10. All electrical wiring service & fixtures shall comply to 1996 N.E.C. and Notice L Amendents. j 11. All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 Florida Accessibility Code. 12. All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997 Florida Enegry Code. 13. Firewalls or tenant separations shall comply to Sec.413.3 & Table 704.1 & 704.1.4, 1997 S.B.C. All rated wall penetrations shall be sleeved and fire caulked. 14. Stairs shall comply to Section 1006, 1007, 1007.1.2, 1007.3, 100'7.4, 1007.5, 11-007.5.3 1007.6, 1007.7, 1007.8, 1008.6, & 1015, 1997 S.B.C. 15. Shall comply to 1994 N.F.P.A.-1 16. Shall comply to Life Safety Code 101,1994. 17. Final grading inspection needs to be done after final grade but prior to finallandscaping. Review by: ln&' General ContractorHaleyConstrueflong 212 Hickman Drive o Sanford, Florida 32771 DECEMBER 13, 1999 CITY OF SANFORD BUILDING DEPARTMENT SANFORD, FLORIDA RE: PRE POWER REQUEST TO WHOM IT MAY CONCERN: 407) 321-5403 e Fax (407) 324-1686 HALEY CONSTRUCTION IS REQUESTING PRE POWER FOR TESTING A/C EQUIPMENT. WE WOULD LIKE POWER AT THE OLIVE GARDEN REST. AT # 10 TOWN CENTER MALL BUILDING PERMIT # 99 - 2775. THANK YOU JOE MAJOWICH Serving the Restaurant Industry throughout the United States * * * MEMORANDUM Sanford Fire Department Fire Prevention Division DATE: Oct. 25, 1999 TO: Tom Weiss, Supervisor, Haley Construction Co. FROM: H. A. "Pete" Tucker CC: FM McGibeny, Chief Hickson, D. Florian (Bldg Dept) SUBJECT: 10 town Center circle, Olive Garden This memo is to inform you that as of the date of this correspondence, there will be no further fire inspections done at the Olive Garden Restaurant construction. site. This is due to the fact that an uncertified contractor, W H Harrison, has apparently installed the underground fire line. The subcontractor also did not obtain a permit for such work. Until such time as a qualified contractor can certify the underground fire line, there will not be any fire inspections done. If you have any questions, please feel free to contact me at 407-302-1022. CITY OF SANFORVv FLORIDA s PERMIT NO. (` 7- DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME VI Ve- CTA p-Qe.KJ ADDRESS OF JOB /0 T co i e d -e.Ie S;q-4 4 red / !ram MECHANICAL CONTR. M / i2Co ellon-A-n1,C"411 RESIDENTIAL COMMERCIAL _ X Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK APPLICATION FEE v Master Mechanical COMPETENCY CARD NO. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on oaaes 1 - 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION I For Insurance Con panv Use: BUILDING OWNER'S NAME BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I CITY STATE ZIP CODE IIZ-6 . 32-1 "7 1 7RA Cl- Z5 SEm1a0L4E -FE)WLE Cl1t7'E2 fZEFrAT AJO BUILDING USE (e. Residential, Non-residential, Addition, Accessory, etc. Use etc.) section if necessary. 2- LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):..... or ##.##### 0) NAD 1927 NAD 1983 USGS Quad Map Other: ----- SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY NAME I B3. STATE I B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) Zone AO, use depth of flooding) I Z l/7Coo410 E WA2i4 i495 4M[. i ISgS A 3Z S" B10. Indicate the source of the Base Flood Elevation (BFE) data or base food depth entered in B9. FIS Profile FIRM Community Determined & Other (Describe): FLvo CAi401ATloub 1311. Indicate the elevation datum used for the BFE in 69:14 NGVD 1929 NAVD 1988 Other (Describe): ..... B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes'Z No Designation Date.... SECTION C - BUILDING. ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* 'Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number t (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum LgG. 29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? []Yes [ No 0 a) Top of bottom floor (including basement or enclosure) 6(_*Z.q&ft.(m) b) Top of next higher floor _ft.(m) c) Bottom of lowest horizontal structural member (V zones only) Am _ft.(m) 0o 0d) Attached garage (top of slab) t-lA . _ft.(m) E a , e) Lowest elevation of machinery and/or equipment w servicing the building _ft.(m) E m 1 f) Lowest adjacent grade (LAG) .O ft.(m) Z \ 11 g) Highest adjacent grade (HAG) 41. 0 ft.(m) h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade M J i) Total area of all permanent openings (flood vents) in C3h MA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. SIGNATURE FEMA Form 81-131, AUr.,199 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS COMMENTS Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number l (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one)' the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F , PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: ----- G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: --- IAL'S NAME TITLE COMMUNITY NAME TELEPHONE 97_1 Check here if attachments FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS ! PROFESSIONAL ENGINEERING CONSULTANTS, INC. January 27, 2000 SDC-05 1-1.0 Building Department City of Sanford 300 N. Park Avenue Sanford, Florida 32771 Re: Olive Garden Restaurant at Seminole Towne Center To Whom It May Concern: We hereby certify that the above referenced project has a finished floor elevation approximately 6.18 feet above the pavement grade at the intersection of Towne Center Boulevard and St. Johns Parkway. This intersection grade is the high pavement grade for the section of Towne Center Boulevard that abuts the subject site. The finished floor elevations meet or exceed the requirements set forth in the City of Sanford Building Code Sec.6-7(A)). Very truly yours, PROFESSIONAL ENGINEERING CONSULTANTS, INC. 1 ' 4 Richard D: Merkel, P.E. Registrati6ri No. 355-17 RDM/bk.002p engineers planners surveyors Engineering Our Community" 200 East Robinson Street • Suite 1560 • Orlando, Florida 32801 • 407/422-8062 • FAX 407/849-9401 CERTIFICATE OF OCCUPANCY COMPLETION This is to.certify that the building located at 10 TOWNECENTER CIF-- for which permit _9b_-D=02775- has heretofore been issued on 7Zl9-Zq.P has been bomp leted according to plans and specifications filed in the office of the Building Offici, 1 r,.or to he iBsuance,of said building t, cp-v-* permit,' to w, C'&n p J L442_- _ complies with all the building, - plumbing, electrical, zoning Wid 6ubdivision regulations ordinances, 6f,the CityofSanford and with the provisions of these regulatio-As. STAFF APPROVAL Subdivision Regulations Apply: Yes- No DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water I ENGINEERI Drainage Maintenanc Bond PUBLIC WORK Street Name Signs Storm Sewer Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01-APPLCTN FEE -BUILDING 01-FIRE IMPACT - NONRES 01-FIRE INSPECT -NEW CONST 01-PLAN RESTAMP/RECERTIFY 01-POLICE IMPACT - NONRES 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. Street DATE 7°/ 14/ 99; d. 10.00 7i4/99 277.06 7/14/ 99 16 ' 0.62 8/27/ 99 105. 00 7/14/ 99 1766.82 7/14/ 99 40.15 7/14/ 99, 1357'3.66 7/14/ 99 40.16 PAGE: 5 This is to certify that the building located at 10 TQWNE CENTER CIR k for which permit 99-00002775 has heretofore been issued on _7Z12,M has been completed according to plans and Specifications filed in the office of the Buil 4ng Official P-rio o the issuance of said building permit, to wit as j , complies with all theC_ building, plumbing, electrical, zoning qnd -subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes- No WT IMPACT:COMMERCIAL 7/114/99 5525.00 OWNER YBUILDING OFFICIAL DATE j i k 9 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION a ° I ****NtW COMMERCIAL BUILDING**** DATE: ADDRESS: W) CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection.by your department. After your inspection, please contact the Building' Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. co Engineering: tilities/Cross Connection: Fire Dept: Zoning Department: G, kU'`'Public Works:_ lZ s4vv o.o. w. CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DAT E : l Cho ADDRESS: 1\k- CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank au, Engineering: Fire Dept: Public Works: Utilities/Cross Connection: Zoning Department: CERT[F (;ATF QE QGGUPANCy_ADDENQLJM OWNER: OLIVE ADDRESS: l0 DATE: / 1 5 ca REASON FOR DISAPPROVAL: i ) N/-E/0 1 CONDITIONALAGREEMENT: FIRE DEPARTMENT G LnVcr F2 oe t F 4 l p 2, ?/ 0C' pcll UTILITIES PUBLIC WORKS ENGINEERING 1 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: \2\C;b ADDRESS: C) L - CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you Engineering: Fire Dept: Public Works: p p 'tj- 3 p — a-7-75— Utilities/Cross Connection: Zoning Department: C.O./C.C. CHECKUST - UTIUTIES DEPT. Request Received MsRectot SS INITIALS DATE Utility Inspector's Final ___'sJ____?¢_ FDEP Clearance Water __________ __________ FDEP Clearance - Sewer City Services Easements -------- 104/4__------ Maintenance Bored (10% - lyr) .........g/E1 ______-- other--------------------- ---------- ---- ------ CCG y K Lrt-dT k/c7- Giu. I 6'1i'Y Q wv s9 - 277/09 ty 1 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: ADDRESS: CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Utilities/Cross Connection: / Fire Dept: Zoning Department: Public Works: C.O./C.C. CHECKLIST - UTILITIES DEF t . a , b. Request Received f-z a- s ie tltil4 hapetta SS 2 5-IPIMLS DATE Utility Inspector's Flnal FDEP Clearance Watet -------------------- FDEP Clearance - Seaver ---------- ---------- City Services Easements ---------- ---------- Maintenance Bond (10% - tyd ---------- ---------- other ---o .---- —_ h4 5 /,3.E• ,i / O v E f/a vF M6 CERTIFICATE OF OCCUPANCY REQUEST FQR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: ADDRESS: 0- ,- CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Dept: Public Works: Utilities/Cross Connection: Zoning Department 1 -24- 2 01%27i00 THU 16:04 FAX 407 849 9401 PEC KAM engineers planners surveyors PEC PROFESSIONAL ENGINEERING CONSULTANTS, INC. January 27, 2000 Building Department City of Sanford 300 N. park Avenue Sanford, Florida 32771 Re: Olive Garden Restaurant at Seminole Towne Center To Whom It May Concern: SD -05 1-1.0 We hereby certify that the above referenced project has a finished floor elevation approximately 6.18 feet above the pavement grade at the intersection of Towne Center Boulevard and St. Johns Parkway. This intersection grade is the high pavement grade for the section of Towne Center Boulevard that abuts the subject site. The finished floor elevations meet or exceed the requirements set forth in the City of Sanford Building Code Sec. 6-7(.4,)). Very truly yours, PR0V9S, SIQNAL ENGINEERING CONSULTANTS, INC. Richard IS Mer lr.E: Regi<stratliian No 35 7 li dWl ll V'M-11f% Engineering Our G0mmuniiy" 200 East Robinson Street • suite 1560 • Orlando, Florida 328D1 • 4071422-8062 . FAX 407/849-9401 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: I2 fA ADDRESS: WKk l a CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. 11 Engineering: Fire Dept: Utilities/Cross Connection: Zoning Department: Public Works: o CITY OF SANFORD, FLORIDA APPLICATION FOR BUI(L DING PERMIT PERMIT NUMBER F b a U b 0 a x 0 Total Contract Price of Job Describe Work `_UL--n-a l Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS Number Total Sq. Ft. Flood Prone (YES) (NO) of Dwellings Zoning g Commercial X Industrial lease attach printout from Seminole Count c-ta a ./`, PHONE NUMBER CITY STATE TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS _ I in - CITY STATE ZIP ZIP BONDING COMPANY ADDRESS C CITY STATE ZIP ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE ZIP ZIP CONTRACTOR }--i up Q, PHONE . NUMBER $Rlk _ l< `J l ADDRESS 'Q,1(QST. LICENSE NUMBER CITY STATE ZIP 3iQ{j"?j Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and.that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. M 0 7-4ild ro h rt O M En a O h Signature of Owner/Agent & Date 49t ur of Contractor & Date rOn a Type or Print Owner/Agent Name aTe r P int Contractor's Name o I D Signature of Notary & Date Signature of Notary ate Official Seal) o' Yai• <;ttLENE K. RUMBLEY ZMYCOMN41SS10N# CC821908uJnn 262003EXPIRES: 1- 80. NOTARY Fla. JotanS2ire Bonding Co. ro IrTT Ia. O 0 3 . 0 ) aYi E Application Approved BY: _ Da*• n Z ? FEES: ngJCO Open Space 13 W G O 164 o ro to a) u a O N >+ Z a H Radon. Police Road Impact App , ation PERMIT VALIDATION: CHECK CASH DATE ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GO THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE Fire — BY LD CO. ADMIN) I G 1 Szc- G INK z1Zi s T a w CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #.. 407-302-1091 DATE: PERMIT #: 0 BUSINESS NAME: ®(-I'yE CHAP-,;LP-J G(R. - ADDRESS: 1© OXA3 C—' G- PHONE NUMBER: ( ) ' 71 PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 5 JG AMOUNT $ COMMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances I of City of Sanford, Florida. SDI 4 Sanfor Fire Pre tion Applicants Signature 2804 Corrine Dr. -Orlando , FL 32803•(407) 894-1671•Fax: (407) 898-9717 October 19, 1999 City of Sanford P.O Box 1778 Sanford F132772 Attention: Building department To Whom it may concern: Please allow this letter as authorization for Jerry Wall an employee of FireMaster to apply for a permit located at the Olive Garden at the Town Center Mall. Thank you Sincerely: Clay aiborne e,`' R. MICA fiAEL KNEAR Nutar} Pukfic, State of Fiorida q '' ?-MY C:OMM. c irod Sept. 7 2002 No. C is i 7 3 5 4 6 F1326 r- STATE OF FLORIDA FI<+107f 17 OFFICE OF TREASURER DEPARTMENT OF INSURANCE ` TALLAHASSEE, FLORIDA _ STATE I'IRE MARSHAL" CFRT I F I CAT F OF COMoErEiJCY THIS C-TFTI= IFS THAT' r.AYLC.N R+ CLAIOORNF t 249`S ?l4TH ST. NORTH 00 10". PETFRSgURG a FLt7RtDA 3US11-IFSS 0::tGhNT7ATInN' µASTER PROT. CORP nAA FIPEMASTEP CONTR4:TiR TI 15 LT'AiTEp 7,1 TNF EA RN OF rOSFRVTCE WATER SPPI YKLF.RRSYSTFMS# LAYOUT, FA3RICATEr INSTALL+ INSPECTCT& ALTERS !?R KATFR 3PI AY SYSTFVS, F0Aif-WATER SPRiN'KLEI? SYSTI"MS. FOAM —WATER '.PPAY SYSiFIfS 5TAI3DPI PFc+ fT'A*IOPIPES, Arin SPRItIKLFR RISERS. FXCLODING PRF—FNf'TNFFAFi1 SYSTEMS. r C TREASURER OT Oli R aT' 16 Ol EQ.•FA717p0t9Fs 45I44b0001 250s00 @F 30 OQ IhSURANiECd1+MIS5iOtiER r1v3+T> nH FIRE UTARSVAL ACORD CERTIFICATE ®F.LIASILITY INSURANCE,sR DATE(MM/DD/YY) STE04 07/26/99 PRODUCER THIS CERTIFICATE -IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERSNO RIGHTS UPON THE CERTIFICATE Paul Arnold Associates, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 19 Microlab Road , LTEReTHE COVERAGE AFFORDED BY THE POLICIES BELOW. Livingston NJ 07039- COMPANIES AFFORDING COVERAGE Paul A. Goldman COMPANY Phone No. 973-992-5500 Fax No.973-992-2307_ A GENESIS INDEMNITY INS. CO. INSURED COMPANY B Hartford Insurance Company COMPANY C Hartford Accident & Indemnity MASTER PROTECTION CORPORATION D/ B/A FIREMASTER COMPANY D 2804 CORRINE DRIVE ORLANDO, FL 32803 COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE I DATE (MM/DD/YY) POLICY EXPIRATION DATE ( MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE I S 2 , 000 , 000 X i COMMERCIAL GENERAL LIABILITY PRODUCTS • COMPIOP AGG I 2 , OOO , OOO CLAIMS MADE X OCCUR I PERSONAL & ADV INJURY I S 1 ,,000 , 000 OWNER' S & CONTRACTOR'S PROT EACH OCCURRENCE I 1,000,000 FIRE DAMAGE (Anyone fire) S 50,000 AXIPERPERJECTAGGR. CX00002834 07/15/99 07/15/00 X i $25 , 000 . DED - PD MED EXP (Any one person) I S 5 , 000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 X 1 ANY AUTO I BODILY INJURY Per person) S ALL OWNED AUTOS SCHEDULED AUTOS 13UENCY8969 07/15/99 07/15/00 X X BODILY INJURY Per accident) S B HIRED AUTOS I NON -OWNED AUTOS I PROPERTY DAMAGE X HIRED CAR COMP DED ; $500 . COLL. DED:$1,000. PHYSICALDAMAGEGARAGE LIABILITY AUTO ONLY • EA ACCIDENT I S OTHER THAN AUTO ONLY: ANYAUTOEACH ACCIDENT S AGGREGATEIS EXCESS LIABILITY EACH OCCURRENCE I S 4,000,000 C X, UMBRELLA FORM LJ0000005 07/15/99 07/15/00 AGGREGATE I S 4,000,000 I I S OTHERTHANUMBRELLAFORMWORKERS COMPENSATION AND EMPLOYERS' LIABILITY I T/O Y 1-11 ITS 1 IOER EL EACH ACCIDENT S THE PROPRIETOR/ INCL PARTNERSIEXECUTIVE OFFICERS ARE: EXCL EL DISEASE . POLICY LIMIT EL DISEASE - EA EMPLOYEE S OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION SA01035 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL SANFORD BUILDING DEPT . 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, C/ O CITY HALL P. 0. BOX 1778- BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY SANFORD , FL 32772 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESE TI Paul A. Goldmafr2j ACORCORTION ACORD25-S (1/95) i 1988 DATE (MMIDOIYY) ACORD-CERTFIC E OFLI®BILmYI \ JRAN.CE 6/16/99 PRODUCER THIS CERTIRCATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Calco Ins Brokers S Agent }. 'H.OLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Lic. No. 0629370 ALTER THE COVERAGE AFFORDED BY THE POLICIES. BELOW. 700 North Brand Blvd. COMPANIES AFFORDING COVERAGE Glendale CA 91203-1238 COMPANY 818) 956- 1763 A American Motorists Ins. Co. INSURED - COMPANY Waster Protection Corporation B dba: FireWaster COMPANY 2804 Corrine Drive C Orlando, FL 32803 COMPANY D cauERAc, s THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDIC A TED,NOTWITHSTANDING ANY R EOUIREMENT, TERMOR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICHTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONI LIMITS LTA DATE ( MMIDDIYY) DATE (MWDDIYY),I - GENERAL LIABILITY N/A GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG S CLAIMS MADE 7 OCCUR PERSONAL S ADV INJURY S OWNER'S 8 CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE ( Any one tire) S MED EXP ( Any one person) S AUTOMOBILELJABLRY N/ A COMBINED SINGLE LIMIT I S { ANY AUTO I ALL OWNED AUTOS BODILY INJURY S I SCHEDULED AUTOS (Per person) I I HIRED AUTOS BODILY INJURY S NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE S i I GARAGELIABLITYAUTO ONLY - EA ACCIDENT S ANY AUTO N/A OTHER THAN AUTO ONLY: iq I EACH ACCIDENT S i AGGREGATE Is I EXCESS LIABILITY N/A I EACH OCCURRENCE I S UMBRELLA FORM AGGREGATE IS OTHER THAN UMBRELLA FORM S I WC STATU- OiH. A WORKERS COMPENSATION AND 38690388802 6/20199 6/20/00 X I EMPLOYERS'LIABLTTY EL EACH ACCIDENT $ 1,000,000; THE PROPRIETOR/ INCL EL OISEASE•POLICY LIMIT S 1,000,0001 PARTNERS/EXECUTIVEOFFICER'S ARE EXCL rEL DISEASE -EA EMPLOYEE IS 1.000.000' i OTHER N/A i DESCRIPTION OF OPERATIONSA.00ATIONS/VEHICLESISPECIAL ITEMS CITY OF SANFORD P.O. box 32772 Sanford V1 32772 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL ED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABLITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. A C r) R n_ R. CZJJJ CIAA o 004': aRP-ORA. T-ION 19A DRAWING NUMBER~ a\acad\fs prop\txtftes\ousanFordfsfsd Job #1 Q Job Name, ALIVE GARDEN SANFORD FL Drawn b SIzetSystem - Hood # 1 14 ' Long x 1 Wide x 30' High Riser # 1 Sizes 12' x 14' Riser # 2 Slzei 12' x 14' Hood # 2 12' 0' Long x 51' Wide x 30' High Riser # 1 Sizes 12' x 16' Riser # 2 Size, 12' x 16' Hood # 3 10' 0' Long x 51' Wide x 30' High Riser # 1 Size, 12' x 20' Hood # 4 10' 0' Long x 51' Wide x 30' High Riser # 1 Sizes 12' x 20' NOTES FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS RELOCATE NUZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC, MAXIMUM 9 ELBOWS IN SUPPLY LINE. MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NUZZLE. IF APPLICABLE, PRE -PIPED CHARI3ROILER DROPS ARE SHIPPED LOOSE, FACTORY PIPING EXTENDS A MAXIMUM [IF 6' ABOVE THE TOP OF THE HOOD. APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE, THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS FACTORY PIPING FIELD PIPING American Fire & SafetYSUPP-Y CO- 4565 N.E. 36th Avenue Ocala, FL 34479 352-732-5326 cir 800-733-5326 k¢am 1 PrnacRpm srsrl s PCL-165/1.65 GALLON CYLINDER 2 PCL-240/2.40 GALLON CYLINDER 3 PCL-350/3.50 GALLON CYLINDER 5/6 TANK MOUNTING BRACKET 7 MB-P2 CONTROL.HEAD MOUNTING BRACKET 8 PAC-10/PNEUMATIC ACTUATOR CYLINDER 9 MECHANICAL CYLINDER CONTRI]L HEAD 10 MS-SPOT/NICRUSVrITC" SINGLE POLE, NL-D1 DUCT NOZZLE NL-D2 DUCT NOZZLE NL-113 DUCT NOZZLE NL-A PLENUM/APPLIANCE NUZZLE NLS-A APPLIANCE NUZZLE NL-UB APPLIANCE NUZZLE NLS-R APPLIANCE NOZZLE NLS-F1 APPLIANCE NOZZLE NL-Fi.25 APPLIANCE NOZZLE NL-FL2 APPLIANCE NUZZLE NLS-F2 APPLIANCE NOZZLE NLS--RH2 APPLIANCE NOZZLE 28 FLK/FUSIBLE LINK KIT 29 360 DEGREE FUSIBLE LINK. 30 500 DEGREE FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 33 RPS-M/REMUTE PULL STATION l r W lD lD 1 D H 0 0 T 4 I... AUG 13 '99 03:46PM CAPTIVE-AIREXORLANDO Fire System Parts List P.6 Printed on: 08/09/1999 Job: # 113732 OLIVE GARDEN SANF"D FL Location: SANFORD, FL Fire System #: Hoods Covered: Gas Valves): 1 Pyrochern Hood # 1 Hood # 2 Hood # $ Hood #. 4 PCL4 1XI/380/380 Mechanical 2.000" supplied by Distributor t !kern Cgs # YA 1 2 PCL-240 PC 3 3.. P--C--L-350 PCC T....M8-P2............... ...MB-P2 1 9 NMCHDPT NMCH' 6 13 NL-02 NL-02 Description 2.40 GALLON CYLINDER Tog: FS-1 supplied by ship Distributor- EaQp( Inst Lem 0 1 3.50 GALLON CYLINDER 0 3 CONTROL HEAD MOUNTING BRACKET 0 1 MECHANICAL CONTROL HEAD WITH .. -._..._._......... . M ICROSW ITCH NOZZLE: - DUCT 0 6 I......-.__ 8 15 NL-A NL-A NOZZLE -PLENUM 0 S ...._........._ 2 18 NLS-R NLS-R[ NOZZLE -APPLIANCE (SWIVEL) 0 2 4 10 NLS-F2 NLS-F2 NOZZLE - APPLIANCE (SWIVEL) 0 4 2 23 NLS-RH2 NLS-RH2 NOZZLE - APPLIANCE (SWIVEL) 22 28 OSP-3/8 173 j 3/8" QUICK SEAL ._.......................................................... 5 27 QSP-1/2 1........................... 174 1/2" QUICK SEAL .... ....................................... 0 5 11 28 FLK-25 FLK-25 FUSIBLE LINK KIT 0 11 3 29 FL-380 FL-380, 380 DEGREE FUSIBLE LINK _.................. 8 30 FL-500 FL-500 500 DEGREE FUSIBLE LINK 1 33 RPS-M RPS-M REMOTE PULL STATION 0 1 3 34 CP-150 CP-150 CORNER PULLEY - (INSIDE HOOD) I ... ...1.. .._............................................ 3 12 34 MCP-150 0 ....................--......................... ,....,.............................................................................. MCP-1CORNER PULLEY - (OUTSIDE HOOD) 10 .................... 2 _......_._....._...._...... 4 41 SN-CHAR SINGLE NOZZLE EXTENDED DROP ASSY I.... 4.......................---.................... Page AUG 13 '99 03:45PM I i f N I I I r i. IT I i I I I IO-- I I I I 1 I I I I 1 I I I i I I I I I I I I b I I 1 1 1 I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I RIRE/ORLANDO a P.2 Iqp Bu14nM A}aq QN AND Ill- d'9 BLOM A IWjxo ON Q . 00' a avi .CO'6 a Vaalxll L21w8 pgg Eqp qC N H vd R W{xoJd 4 9i a • P w aoudaowaBu} oa Rgg}IWlxo oN eignJ' 1. .O'6 Bumill 41WlxOJ ON Q IigPd91 AUG 13 '99 03:45PM CAPTIVE—AIRS/ORLANDO P.3 i r• ------------- I I I i I i I I f I I I I I I I I I I I I I I r==-- I I I I I II I I I I i I I I i I i ftpp E) D t} xou y8}{ JDA. ..R/ F D-a8L.J R¢ 1 y( 7+taor .Wf6W p.i 0 0 SHY"; 11ElL.J d Buls.oa A wppeeau oN Ou.a gxo.taa oN AUG 13 '99 03:45PM CAPTIVE-AIRE/ORLANDO P.4 k N ffisroInityRating Ket"? D No gINLIV Y Raotln8 Q s. 6N AUG 13 '99 03:46PM CAPTIVE—AIRE/ORLANDO P.5 1 L I I I i I II i I I I I I I I I E I I II I f I I I I I I I 1 I I I i f I I i I I I I i I 1 I I J f I i I c? I s 4 m 4 pppp Tab No Prcwinity Rntlnp Ppgsta C No ?Toxin -tlnp sap p a, KvtUw No4Pro 4Rst4 Kettle Pr I xy tr CNooProxtMtS Chapter 2- Paga 2, Ray.' 4. Fusible Links. The fusible link is designed to separate at a specific temperature, releasing tension from the fusible link line, causing system actuation. See Figure 2-11. Figure 2-11. ML Style Fusible Unk. After determining the maximum ambient temperature at the fusible link location, select the correct fusible link according to the temperature condition chart below: Fusible Unk Maximum Ambient Model No.. Temperature FL-165 950 F. (350 C.) FL-212 142' F. (610 C.) FL-280 210' F. (99' C.) FL-360 290' F. (1430 C.) FL-450 380' F. (193° C.) FL-500 4300 F. (221' C-) 5. Thermal Detectors. Fixed temperature thermal detectors are normally open, mechanical contact closure switches designed to operate at a factory preset temperature. They are available in six preset temperatures which meet NFPA standards and are UL Listed and FM Approved. After determining the maximum ambient temperature at the thermal detector location, select the correct thermal detector according to the temperature condition chart below: Thermal Detector Maximum Ambient Model No. Temperature TD-140 700 F. (21' C.) TD-190 120' F. (49° C.) TD-225 155' F. (68' C-) TD-325 2550 F. (124' C.) TD-450 380' F. (193' C.) TD-600 530' F. (2770 C.) MODEL RPS-M - REMOTE MECHANICAL PULL STATION Remote manual control for system releasing devices is provided by the Model RPS-M remote mechanical pull station. It is connected to the system releasing device by stainless steel cable. This cable is enclosed in 1 /2' EMT with corner pulleys at each change in direction. The remote mechanical pull station shall be located at the point of egress. See Figure 2-12. m 0 IN CASE OF FIRE PULL t Esrsrar e STANDARD 4 X 4- ELE JUNCTION BOX RIDGED BRUSHED ALUMINUM FACE PLATE RED PLASTIC BREAK ROD D- RING PULL HANDLE 114- RADIUS ON ALL CORNERS Figure 2-12. Model RPS-M Mechanical Pull Station. GAS SHUTOFF VALVES 1. Mechanical Gas Shutoff Valve. A gas shutoff valve is required on all systems used to protect a gas fueled cooking appliance to stop gas flow in the event of system actuation. A mechanical gas valve can be used with either the Model MCH or ECH control head. It is connected to the system control head by_ stainless steel cable. This cable is enclosed in 1/2'.EMT with a corner pulley at each change in direction. The valves are rated for natural and LP gas (see Figure 2-13). Mechanical gas valves are available in the following sizes: Maximum Valve Operating Model No. Size Pressur GVSO-75 3/4" 5 psi GVS0-100 1' 5' psi GVSO-125 1-1/4" 5 psi GVSO-150 1-1/2' 5 psi GVSQ-200 2" 5 psi GVSO-250 2-1/2' 5 psi GVSO-300 3" 5 psi ULDt = January 1,199 Chapter 2 - Components Page 2-1 Rev. 2 CHAPTERII COMPONENTS CYLINDERS & VALVE The Pyro Chem, Inc. System has available three different size cylinders: the Models PCL-240, PCL-350, and PCL-550. Cylinder sizes are expressed in terms of extinguishing agent capacity (i.e., the PCL-240 uses 2.4 gallons of extinguishing agent). The cylinder is manufactured, tested, and marked in accordance with DOT 413175. Cylinders come pre -filled with extinguishing agent and are charged with dry nitrogen to a pressure of 175 psig @ 70° F. Cylinder and valve assembly dimensions are shown in Figure 2-1. c pCt•2a0 0 aCt-SSo A--4 FLOW tiK,'WtruG I t MocS• 2e.l o. 8 C f'c'+t mo oN e.Aoa 131 30 a 55 ioa .,e.ie We.s 2175 30 7s , 2?.]! 13 e3 bf Figure 2-1. Cylinder and Valve Assemblies. All cylinders utilize the same valve assembly (P/N 490- 420720). It is a pressure sealed poppet type valve designed to provide rapid actuation and discharge of agent. See Figure 2-2. Figure 2-2. Valve Cross Section. al, VALVE REBUILDING EQUIPMENT 1. Wet Valve Seal Rebuilding Kit (PIN 490- 420698). After system discharge, the valve assembly must be carefully inspected to ensure no mechanical damage has occurred. If rebuilding is necessary, the Wet Valve Seal Rebuilding Kit (P/N 490-420698) should be used. It includes all system components necessary to properly rebuild the valve. See Figure 2-3. 5 4 3 0 1 Item Part Numbe Description 1 490-4207 1 CAP & STEM ASSY. 2 385-420705 CONICAL SPRING 3 325-420716NECK O-RING 4 325-020028 STEM O-RING 5 325420715 PISTON 0-RING Figure 2-3. Wet Valve Seal Rebuilding Kit P/ N 490420698). 2. Model VT-1. The Model VT-1 wet valve tool is designed to facilitate the rebuilding of the wet valve assembly. It should be used to hold the wet valve piston while unscrewing the cap and stem assembly. See Figure 2.3.1. Figure 2-3.1. Model VT-1 Wet Valve Tool. ULEX 38: Junel, Is, Chapter 2 - Como Pagi R TEE PULLEY The Model TP-1 tee pulley is used to connect two mechanical gas valves or two remote mechanical pull stations to a single control head. The tee pulley replaces two standard 90° corner pulleys. See Figure 2-16. CAUTION The Tee Pulley must never be used to connect multiple fusible link lines to a single control head. Figure 2-16. Model TP-1 Tee Pulley. ELECTRICAL SWITCHES 1. Model MS-SPDT. The Model MS-SPDT is a miniature electrical switch which can be field mounted in the Model MCH control head and is included with the Model ECH control head. When used with the Model MCH control head, it provides one set of NO/NC dry contacts. It is intended for use with electric power shutoff devices (dealer supplied), electric gas valves, alarms, bells, lights, contactors, and other electrical devices designed to shut off or turn on upon system actuation. The switch is rated for 20 amps @ 125/250 VAC, 1 /2 hp @ 125 VAC, and 1 hp @ 250 VAC. See Figure 2-17. Figure 2-17. Model MS-SPDT Miniature Switch. 2. Model MS-DPDT. The Model MS-DPDT is a miniature electrical switch which can be field mounted in the Model MCH/ECH control head. When used with the Model MCH control head, it provides two sets of NO/NC dry contacts. When used with the Model ECH control head, it provides one set of NO/NC dry contacts. It is intended for use with electric power shutoff devices (dealer supplied), electric gas valves, alarms, bells, lights, contactors, and other electrical devices designed to shut off or turn on upon system actuation. The switch is rated for 20. amps @ 125/250 VAC, 112 hp @ 125 VAC, and 1 hp @ 250 VAC. See Figure 2-18. Figure 2-1 S. Model MS-DPDT Miniature Switch. MODEL SM-120/24 SOLENOID MONITOR The Model SM-120/24 solenoid monitor is used in conjunction with the Model ECH control head to supervise the actuation and detection circuits. In the event of a problem in the circuit, a light on the monitor goes out. The Model SM-120 is used with the Model ECH-120 control head. The Model SM-24 is used with the Model ECH-24 control head. Two sets of NO/NC dry contacts are provided. The unit mounts directly to a three gang wall outlet box. The Model SM-120 acts as a reset relay when ULEX June), r - Ater 2 - Campw*rds e"J 1 Pyro Chem c GAS VALVE SHUT-OFF Poo CrWM o O Figure 2-13. GVSO-Series Mechanical Gas Valve. 2. Electric Gas Shutoff Valve. A gas shutoff valve is required on all systems used to protect a gas fueled cooking appliance to stop gas flow in the event of system actuation. A UL Listed electric gas valve can be used with either the Model MCH or ECH control head. The valves are rated for naturaE and LP gas. Valves are available in 120 VAC. Electric gas valves are available in the following sizes: Maximum Valve Operating Model No.Size Pressure EGVSO-75 3/4' 50 psi EGVSO-100 1' 25 psi EGVSO-125 1-1/4' 25 psi EGVSO-1.50 1-1/2' 25 psi EGVSO-200 2' 25 psi EGVSO-250 2-1/2* 25 psi EGVSO-300 3' 25 psi Note: A UL Listed manual reset relay is required when using an electric gas valve. The Pyro Chem, Inc. Model SM-120 solenoid monitor may. be used for this purpose. CORNER PULLEYS 1. Model. MCP-1. A corner pulley is used whenever a change in stainless steel cable direction is required. The Model MCP-1 corner pulley is equipped with a set screw fitting for connection to 1 /2' EMT. See Figure 2-14. 1.925 --i Figure 2-14. Model MCP-1 Comer Pulley. 2. Model CP-1. A corner pulley is used whenever a change in stainless cable direction is required. The Model CP-1 is a grease -tight corner pulley designed for areas likely to experience excessive grease build-up. It is equipped with a compression fitting for connection to 1 /2' EMT. See Figure 2-15. Note: The Model CP-1 is not a liquid tight seal for penetration of hoods and/or ducts. 2.50 f I (tQl 1 I 1 2.80 I \\" Figure 2-15. Model CP-1 Comer Pulley. X 3830 ember 1,1994 Wells Fargo i Pyro Technologies April 15, 1998 A Bore Warner Seeuricy C=p4a7 L & J Fire Equipment Inc. 4565 NE Third Avenue Ocala, FL 34479 Fax:352-622-8851 To Whom It May Concern, Boonton, NJ 07005. 8001526.10" 973133S•9750 9731 333-0253 FAX When protecting convection ovens, a thorough examination of the hazard is necessary to determine proper protection, Keep in mind that currently there is no UL testing procedure for the protection of convection ovens. The information cited here is Wells Fargo Pyro Technologies general recommendations for the protection of these appliances. Consult a Wells Fargo Pyro Technologies representative for complete details. As a general guideline, the Wells Fargo Pyro Technologies Model lv'Y.-R nozzle can protect the food in the convection oven if the nozzle can be located above the hazard. The nozzle must be located outside the appliance to protect it from damage due to excessive heat. When protecting the appliance in this fashion, the maximum griddle area coverage can be used for each NI--R nozzle. Since the food is not a splash hazard, minimum nozzle height requirements do not apply. If the appliance has no opening at the top, and nozzles must be located inside the appliance, the Wells Fargo Pyrc Technologies Model NL-A-SS nozzle can be used to protect the food in the convection oven. The nozzle must be located above the hazard. The NL-A-SS nozzle is constricted from stainless steel, and is designed to withstand the higher temperatures present inside the appliance. The coverage area for the VL-A-SS nozzle and the NL-R nozzle is 30" x 30". For convection ovens that have drip pans, the Wells Fargo Pyro Technologies Model NL-liB nozzle can be used. These hazards can be considered similar to upright broiler drip pans, and protection parameters for upright broiler drip pans can be used. For convection ovens where charcoal or wood is used as a heat source, the Wells Fargo Pyro Technologies Model NL-D3-SS can be used. The 1V'L-D3-SS nozzle is constructed from stainless 'ste:1, and is designed to withstand the higher temperatures present inside the appliance. The nozzle is located above the hazard -and aimed at the center of the hazard. A single nozzle can cover approximately 50" by 30". Once again, these are only general guideline for protecting convection ovens. Fuel and heat sources, airflow, access, and hazard configuration must be considered before determining proper protection for any specificapplication. Please contact a Wells Fargo Pyro Technologies representative at 1-800-526-1079 for further information. Sincer y, chard Kenyaa J Assistant Product Manager RKlrk cust105 ter 2 . Components 2,8 , 3 used with an electric gas valve. Electric gas valve wiring instructions are provided in the installation section of this manual. See Figure 2-19. 0 m A Roo-Cherti Solendd Mor0o! uw w waR m •A ~9 M0_1 % UM ME Figure 2-19. Model SM-241120 Solenoid Monitor. PIPE AND FITTINGS Pipe and fittings must be furnished by the installer. Schedule 40 stainless steel, chrome plated, or black pipe and fittings must be used. Galvanized pipe and fittings are not to be used. NOZZLES Nozzles have been developed for appliance, plenum, and duct applications. All nozzles have a specific flow point value and are supplied with covers to prevent clogging. Application limitations are provided in the design section of this manual. 1. Straight Nozzles. The following nozzles are of a straight 3/8" female threaded design (see Figure 2-20): Model Flow Points NL-A 1 NL-P 1 NL-RH2 2 NL-R 1 NL-UB 1 /2 N L-D 1 - 1 NL-D2 2 NL-D3 3 NL-F 1 1 NL-F1.25 1.25 NL-F2 2 Note: The Model NL-D1 Nozzle can be used as a direct replacement for the Model NL-P Nozzle. O-RING STRAINER A BODY sz O RING RO ML P-42 CAP ae Ot Ozw a Figure 2-20. Straight Nozzle Design. 2. Swivel Nozzles. The Models NLS-A, NLS-UB, NLS-R, and NLS-F2 swivel nozzles incorporate a swivel joint into the design of the nozzle body to simplify the aiming of the nozzle. These swivel nozzles have the same tip design and flow characteristics as their non -swivel equivalents, Models NL-A, NL-UB, NL-R, and NL-F2 respectively. A swivel nozzle can be used as a direct substitute for its non -swivel equivalent. They are of a 3/8" female threaded design see Figure 2-21). STRAINER o.RINc SwtvEL BAIL oaw6 TIP RET,4NER CAP rr rtr>r o..a w • Tr.na n rasaT1f7TM a Figure 2-21. Swivel Nozzle Design. c L EX 3830 no 1, 1995 r1 Coverage) and its branch line piping supply can be placed at any position along the main piping supply line if the system utilizes more than 4 flow points and more than 3 branch line piping supplies. Please contact me if you have any further questions. Sincerely, Laurence B. Grodsky. . iG/lg cust329 Wells Fargo Pyro Technologies A Borg-Warner $ecuriry company March 10, 1998 L & J Fire Equipment, Inc. 4565 NE 36 Avenue Ocala, Florida 34479 Fax#: (352)622-8851 To Whom It May Concern: 301 Division Street Boonton, NJ 07005 800) 526-1079 973) 335-9750 973) 335-0253 FAX The following NOTE from the Pyro Chem Wet Chemical Restaurant Kitchen Fire Suppression System Technical Manual, PIN 315-420904 (page 3-4a) has a tendency of being misinterpreted by Pyro Chem distributors. Note: For installations that require the use of the Model NL F2 or Model NL-FL2 nozzle to protect a deep fat fryer in accordance with the Deep Fat Fryer Coverage; the following additional restrictions apply to the main supply line piping before this nozzle: 1. Minimum length, linear: 8 feet 2. Minimum length, equivalent: 14.1 feet 3. Minimum system fIaw points: 4 4. Minimum branches (total): 3 5. Minimum flow points before nozzle: 2 This note's proper interpretation is that additional piping restrictions must be applied to the main supply line piping of a system, containing either a Model NL-F2 or Model NL-FL2 nozzle, when one of the following the system design conditions occur: i. TJL iie system contains 4 flow points or less _ 2. The system contains 3 branch line piping supplies or less. The following are the additional piping restrictions when these specific conditions occur. These restrictions must be applied to the main supply line piping of a system that contains the Model NL-F2 or Model NL-FL2 nozzle. 1. Minimum main supply piping length (total), linear: 8 feet 2. Minimum main supply piping length, equivalent: 14.1 feet 3. Minimum system flow points (total) : 4 4. Minimum branches (total): 3 These additional piping restrictions do not apply to a system, containing a Model NL-F2 or ModelNL-FL2 nozzle, when the system utilizes more than 4 flow points and more than 3 branch line piping supplies. In other words, a Model NL-F2 or Model NL-FL2 nozzle (Deep Fat Fryer is recommended that the appliance emulate a closed top chain broiler. Please contact me if you have any further questions or inquiries. Sincerely, Laurence B. Grodsky Assistant Product Manager LG/lg cust 330 Wells Fargo Pyro Technologies A Borg-Warner Security company March 10, 1998 L & J Fire Equipment, Inc. 4565 NE 36 Avenue Ocala, Florida 34479 Fax#: (352)622-8851 To Whom It May Concern, 301 Division Street Boonton, NJ 07005 800) 526-1079 . 973) 335-9750 973) 335-0253 FAX Wells Fargo Pyro Technologies recommends that any possible source of fire be covered with a fire suppression system. The only agency or official that can mandate coverage is the local fire authority. The local authority will usually adopt the recommendations of The NFPA and Underwriter Laboratories (UL). The NFPA and UL are independent agencies who create standards and tests based on those standards respectively. Refer to NFPA 96 and 17A for the standards. This system will not conform to UL-300 because UL has not created a test that can be used for chain pizza ovens. Therefore, we recommend that the appliance be protected in a reasonable manner. A chain pizza oven most closely resembles a closed top chain broiler. Therefore, the mostreasonablemannertoprotectthechainpizzaovenistoemulateaclosedtopchainbroiler's fire protection. Each surface within the closed top chain broiler is considered a hazard area (cooking surface and drip pan). Protection for the drip pan is necessary when a drip pan is present. The protection for a closed top chain broiler is one (1) NL-UB(S) nozzle for a surface area of 30 inches (width) and 34 inches (depth), where the nozzle is located 1 to 3 inches above the hazard surface at the corner of the hazard area. The nozzle is aimed towards the diagonal corner of the hazard area that it is protecting (see page 3-6, 3-7 of the technical manual, PIN 315-420904).- However, some circumstances do not allow for the use of the Model NL-UB nozzles. If the distance between the drip pan and chain (cooking surface) does not allow for a Model NL-UB to be positioned properly to protect the drip pan,'a Model NL-A nozzle .nay . ubsti uted for the Model NL-UB nozzle protecting the chain. The Model NL-A nozzle will also allow for adequate protection of the drip in addition to the chain. The Model NL-A nozzle will protect hazard areas of 30 inches (width) and 34 inches (depth), where the nozzle is located 1 to 3 inches above the ' chain (hazard surface) at the corner of the hazard area. In summary, Wells Fargo Pyro Technologies recommends that any source of fire be covered by a fire suppression system. Your local fire official is the only authority that can require a fire suppression system. Our recommendation, since the chain pizza oven cannot be covered in accordance with UL-300, is that it can only be covered in anner possible. Itthemostreasonablem ipter 3--System Design e 3-2 r MAX IS NAx bn• MAX 1 j — wit Figure 3-2. Single Nozzle Placement In Duct. X r uaY i»- Aux Figure 3-2.1. Dual Nozzle Placement In Duct. Duct Nozzle Coverage Chart MAXLr1UM, MA I]NIUM NOZZLE SIDE PERLN=R FLOW POINTS NL-P 17' so, 1 2 x NL-P 34- 84' 2 NL-D2 25- 75- 2 NL-D3 33 100- 3 2 x NL-D3 66- 150' 6 NOTE. A SINGLE DUCT_ BRANCH CAN ONLY SUPPORT: A Single NL-P - - t ` i*2) A SIngk NL-D2 ' L"'f}-tr.J'4'`1'i1'f . A Single NL-D3 'k NO2.2;7 01T 63 4) Two NL-P'a 5)TaoNL.D3'3 _.x _s{YPL`B {jCf}uGLv B. Plenum Protection The Model NL-A nozzle is a one (1) flow point nozzle that has been developed to protect the plenum section of the exhaust hood. Only one (1) Model NL-A nozzle can be used on a single plenum branch. A single Model NL-A can protect a plenum (with single or V-Bank filters) with rectangular dimensions of 8' x 4' or less. Larger plenums can be protected by dividing the hazard area so that each nozzle protects an area of 8' x 4' or less (see Figure 3-3). The nozzle(s) must be located at the center of the V-Bank width or centered between the filter width when used with a single bank filter plenum. It must be within 4' of the wall it is mounted against (see Figure 3-4), or within 4" of the edge of the protected zone. Figure 3-3. Plenum Coverage Limitations, Model NL-A Nozzle. CI EX 3830' vember 1, 1994 Chapter 3—System Desig Page 3- Rev. CHAPTER III System Design This section will cover the proper design of the Pyro Chem Res- taurant Fire Suppression System. It is divided into four (4) sections 1. Nozzle Coverage and Placement. 2. Cylinder Sizing. 3. Piping Limitations. 4. Detector Requirements. Each of these sections must be completed before attempting any installation. SECTION 1 Nozzle Coverage and Placement This section will provide guidelines for determining nozzle type, positioning, and quantity for duct, plenum, and appliance protection. A. Duct Protection The following three (3) nozzles have been developed for the protection of exhaust ducts: 1. Model NL-R 2. Model NL-D2. 3. Model NL-D3. Each nozzle is approved for use with the exhaust fan dampered, undampered with the fan on, or undampered with the fan off. It is not required that the fan be shut down or the exhaust duct be dampered for the system to operate properly. Each nozzle is approved to protect exhaust ducts of unlimited length.. 1. Mo -P. e •W,- D 1 The Model NL-P nozzle is a one (1) flow point nozzle designed for the protection of exhaust ducts. One (1) or two (2) Model NL-P nozzles can be used on a single duct branch. A single Model NL-P exhaust duct nozzle can protect a square or rectangular duct with a maximum perimeter of 50 inches and a maximum one -side length of 17 inches. It can also protect a round duct with a maximum circumference of 50 inches and a maximum diameter of 16 inches (see Figure 3-1). The nozzle must be installed on the centerline of the duct and aimed directly into the duct opening (see Figure 3-2). Two (2) Model NL-P exhaust duct nozzles can protect a. square or rectangular duct with a maximum perimeter of 84 inches and a maximum one -side length of 34 inches. They can also protect a round duct with a maximum circumference of 84 inches and a maximum diameter of 26.5 inches. When two (2) Model NL-P nozzles are used to protect a single duct, the cross sectional area of the duct must be divided into two equal symmetrical areas. The nozzle must then be installed on the center line of the area it protects and aimed directly into the duct opening (see Figure 3-2.1). 2. Model NL-D2. The Model NL-D2 nozzle is a two (2) flow point nozzle designed for the protection of exhaust ducts. Only one (1) Model NL-D2 nozzle can be used on a single duct branch. A single Model NL-D2 exhaust duct nozzle can protect a square or rectangular duct with a maximum perimeter of 75.5 inches and a maximum one -side length of 25 inches. It can also protect a round duct with a maximum circum- ference of 75.5 inches and a maximum diameter of 24 inches (see Figure 3-1). The nozzle must be installed on the centerline of the duct and aimed directly into the duct opening (see Figure 3-2). 3. Model NL-D3. The Model NL-D3 nozzle is a three (3) flow point nozzle designed for the protection of exhaust ducts. One (1) or two 2) Model NL-D3 nozzles can be used on a single duct branch. A single Model NL-D3 exhaust duct nozzle can protect a square or.rectangular duct with a maximum perimeter of 100 inches and a maximum one -side length of 33 inches. It can also protect a round duct with a maximum circum- ference of 100 inches and a maximum diameter of 31.75 inches (see Figure 3-1) The nozzle must be installed on the centerline of the duct and aimed directly into the duct opening (see Figure 3-2). Two (2) Model NL-D3 exhaust duct nozzles can protect a square or rectangular duct with a maximum perimeter of 150 inches and a maximum one -side length of 66 inches. They can also protect a round duct with a maximum circumference of 150 inches and a maximum diameter of 47.5 inches. When two (2) Model NL-D3 nozzles are used to protect a single duct, the cross sectional area of the duct must be divided into two equal symmetrical areas. The nozzle must then be installed on the centerline of the area it protects and aimed directly into the duct opening (see Figure 3-2.1). K-02 K-03 I MX 2L . tr . SW MAX 2L + 2r . rS5' MAX 2L . 2r - t00' MAX r-L Or MAXI -! L t MAX: - --1 Qr YA10 16r MAX - '-' 2r WAX Lr MAX AIx C.r,MAX-y 4.r MAX-J, Figure 3-1. Duct Nozzle Coverage Limitations. U LEX W November 1, 1E r 3—System Design t-4 No z71e Heii ht: The nozzle must be mounted 40' to 50' above the cooking surface. b. Nozzle Aiming. The tip of the Model NL-F1.25 nozzle has two flat areas designed to assist aiming. The nozzle must be positioned so that these flat areas are parallel to the longest side of the protected zone. See Figure 3-6. 2. Griddle Coverage. The Model NL-R nozzle is a one (1) flow point nozzle that is used for griddle protection. The maximum griddle area that can be protected by a single NL-R nozzle is 30' x 30". The nozzle must be located over the griddle cooking surface, no more than six (6) inches from the edge of the protected zone. The nozzle must be aimed at the center of the protected zone. The nozzle must be mounted 24" to 50" above the cooking surface. See Figure 3-7. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. 11 Figure 3-7. Model NL-R Nozzle Placement, Griddle. 3. Deep Fat Fryer Coverage. The Model NL-F2 nozzle is a two (2) flow point nozzle that is used for the protection of a single vat of a deep fat fryer. The maximum area that can be protected by a single NL-F2 nozzle is: 1. Cooking Area: 14.75" x 14.00' 2. Integral Drip Board: 14.75" x 7.5" The nozzle must be located over the cooking surface and aimed at the center of the protected zone. The nozzle must be mounted 30" to 50" above the top surface of the deep fat fryer (see Figure 3-8). The tip of the Model NL-F2 nozzle has two flat areas designed to assist aiming. The nozzle must be positioned so that these flat areas are parallel to the longest side of the protected zone. See Figure 3-8.1. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. arc A Figure 3-8. Model NL-F2 Nozzle Placement, Deep Fat Fryer. Figure 3-8.1. Model NL-F2 Nozzle Aiming. 3 X 3830 ember 1, 1994 Chapter 3—System Desk Page Rey C. Appliance Protection 1. Range Coverage. The Model NL-F125 is a 125 flow point nozzle that is used for range top protection. The maximum range top area that can be protected by a single NL-F125 nozzle is 12" x 30". See Figure 3-5. a. Nozzle Location. Side To n• The nozzle must be located on the longest centerline of the protected zone. Front To Nozzle Location: The nozzle must be located not more than 9" from the center of the protected zone. Figure 3-4. Model NL-A Plenum Nozzle Placement. Figure 3-5. Model NL-17125 Range Nozzle Placement. Figure 3-6. Model NL-F1.25 Range Nozzle Aiming. NOTE Nozzle shall be located anywhere in the shaded area and med at e center the otected ine. ULEX : November 1, 9.2yro Chem, Inca 301 Division Street. Boonton, N.J. 07005 201) 335-9750 FAX # 201-335-0253 January 16, 1996 American Fire and Safety, Inc. 4565 Northeast 36th Ave. Ocala, FL 34479 904)622-8851 Attn.: Mr. Richard Jarrell Re: Protecting griddles using the Pyro Chem PCL-Series Fire Suppression System. To Whom It May Concern, Pyro Chem has qualified the Model NL-R and NLS-R nozzles for use with the Pyro Chem PCL-Series Fire Suppression Systems to protect griddle surfaces. A single nozzle can protect a griddle of up to 900 square inches in area with a maximum side dimension of 30 inches, with the nozzle located at a height of 24 to 50 inches above the hazard. The system has been tested to Underwriters Laboratories Standard for Fire Extinguishing Systems for Protection of Restaurant CookingAreas. UL300 and Listed by Underwriters Laboratories when the system is installed in accordance with the PCL-Series Fire Suppression System Technical Manual (Part Number 315-420904). Recent tests have indicated that a single Model NL-R or NLS-R nozzle can protect a griddle surface of 576 square inches in area with a maximum side dimension of 24 inches, with the nozzle located at a height of 14 inches above the hazard. These tests were conducted to the parameters outlined in Underwriters Laboratories Standard for Fire Extinguishing Systems for Protection of Restaurant Cooldng Areas. UL300 and in accordance with the PCL-Series Fire Suppression System Technical Manual (Part Number 315-420904). However, the results of these tests have not been incorporated into the Listing report at Underwriters Laboratories. In the future, these_,. _ additional parameters will be included in the Listing report. For kitchens where obstructions over the griddle require that the nozzle be located below 24", the coverage described above applies. Sincerely, Laurence B. Grods ky Assistant Product Manager MPllg cust097 Chapter 3 - by*m Oeev Page 3-4a 2.1 Low Proximity Griddle Protection Appliance Nozzle Flow Points Protection Area Length wide, WnL Max. Heigt7t Helga ch) ch) awl ch) Griddle NL-D2-1 2 1 48 30 10 41 Table 2.1 Model NL-D2 Low Proximity Griddle Protection Llrri tations The Model NL-02 nozzle is a two (2) flow point nee that is used for griddle protection. The au-Ddmum griddle area that can be protected by a single NL-02 nozzle is 4g' x 30". OPTION 1 The nozzle must be located aver the griddle cooldng surface, within 12' of the center of the longest side and within 3" of the edge of the protected zone. The nozzle must be aimed at a point on the center line of the longest side and 10' from the edge of the longest side of the protected zone. The nozzle must be mounted 1(7' to 41" above the cooldng surface. See Figure 3-7.1. NOTE Nozzle shall be located at the front or rear of the griddle,anywhere in the shaded area and aimed at the center of the protected zone. Figure 3-7.1. Opdw 1: Model NL-02 Nozzle PUce ent. Griddle. OPTION 2 f' The nozzle must be located aver the griddle cooking surface, %elan E of the center of the shortest side and within 7 of the edge of th e protected Zone. The nozzle must be aimed at a point on the center fine of the shortest side and 16' from the edge of the shortest side of the protected zone. The nozzle must be mounted Ur to 41" above the cooking surface. See Figure 3-72 NOTE Nozzle shag be located on the left or right side of the griddle, anywt)em in the shaded area and aimed at the center of the protected zone. 10" Figure 3-7.L Option 2: Model NL-02 Nozzle Placer WA, Griddle ULEX 383 Namrnber 1,19L aptor 3 - System Din ge 3-Sb Y. 2 I.A. Range Coverage. Side To Side Nozzle Location: The nozzle must be located on the longest centerline of the The Model NL-RH2 is a 2 flow point nozzle that is used for protected zone. range top protection. The maximum range top area that can be protected by a single NL-RH2 nozzle is 28" x 28". The Front To Back Nozzle Location: nozzle must be located within 5" of the center of the protected The nozzle must be located not more than 6" from the center zone, and aimed at the center of the protected zone. The of the protected zone. nozzle must be mounted 32" to 45" above the cooking surface. See Figure 3-8.3. Nozzle Height: The nozzle must be mounted 15" to 30" above the cooking 1.2. Range Coverage. surface. The Model NL-F1 is a 1 flow point nozzle that is used for b. Nozzle Aiming. range top protection. The maximum range top area that can The tip of the Model NL-F1 nozzle has two flat areas be protected by a single NL-F1 nozzle is 12" x 28". See designed to assist aiming. The nozzle must be positioned so Figure 3-8.4. that these flat areas are parallel to the longest side of the protected zone. See Figure 3-6. a. Nozzle Location. Figure 3-8.4. Model NL-RH2 Range Nozzle Placement. Figure 3-8.5. Model NL-F1 Range Nozzle Placement. NOTE: Nozzle must be located anywhere within the shaded area and aimed at the center of the protected zone. AEX =0 xM 1. Im Chaptw 3 - Systom Do pop; Ri 3.1. Deep Fat Fryer Coverage. The Model NL-F2 nozzle is a two (2) now point nozzle that is used for the protection of a single vat of a deep fat fryer. The maximum area that can be protected by a single NL-F2 nozzle is: 1. Cooking Area: 18" x 18" 2. Integral Drip Board: 18" x 9.75" The nozzle must be located within 11.875" of the center of the longest side, and within 7" of the center of the shortest side of the cooking surface and aimed at the center of the protected zone. The nozzle must be mounted 30" to 42" above the top surface of the deep fat fryer (see Figure 3-8.2). The tip of the Model NL-F2 nozzle has two flat areas designed to assist aiming. The nozzle must be positioned so that these flat areas are parallel to the longest side of the protected zone. See Figure 3-8.1. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. Figure 3-81. Model NL-F2 Nozzle Placement, Deep Fat Fryer. r- NOTE For installations that require the use of the Model NL-F2 nozzle to protect a deep fat fryer in accordance with Deep Fat Fryer Coverage 3.1 shown here (See Figure 3-8.2), the following additional restrictions apply to the main supply line piping: 1. Minimum length, linear: 8.feet 2. Miminum length, equivalent: 14.1 feet 3. Minimum system.flow points: 4 4. Minimum branches (total): 3 ULED Juno 1 3—System Design 6 be r iourited` V to 35' above the cooking surface. See Figure 3-11. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. s- Figure 3-11. Model NL•-A Nozzle Placement, Class 'A' Charbroiler. 7. Upright .Broiler Coverage. The Model NL-UB nozzle is a one-half C/2) flow point nozzle that is used for upright broiler protection. Two (2) Model NL-UB nozzles are commonly used for this application. The purpose of using two nozzles is to distribute the chemical evenly between the cooking surface (on top) and the drip pan (below). For upright broilers that have no drip pan, a single Model NL-UB nozzle can be used. The maximum area that can be protected by a pair of NL-UB nozzles (or a single NL-UB nozzle when no drip pan is present) is 30" x 34". One nozzle must be positioned in the front entrance of the broiling chamber and aimed at the diagonal corner. The nozzle will be positioned above the cooking surface. If necessary, the second nozzle must be installed above the front edge of the grease drip pan and aimed at its midpoint. See Figure 3-12. Figure 3-12. Model NL-UB Nozzle Placement, Upright Broiler. 8. Chain Broiler Coverage. Two types of chain broilers are commonly used; open and closed top. Each is protected in a different manner. a. Closed Top Chain Broiler Coverage. The Model NL-.UB nozzle is a one-half Ch) flow point nozzle that is used for closed top chain broiler protection. Two (2) Model NL-UB nozzles are commonly used for this application. The purpose of using two nozzles is to distribute the chemical evenly between the cooking surface (on top) and the drip pan (below). For closed top chain broilers that have no drip pan, a single Model NL- UB nozzle can be used. The maximum area that can be protected by a pair of NL-UB nozzles (or a single NL-UB nozzle when no drip pan is present) is 30' x 34". One nozzle must be positioned in the front entrance of the broiling chamber and aimed at the diagonal corner. The nozzle will be positioned above the cooking surface: --The second nozzle (if necessary) must be installed above the front edge of the grease drip pan and aimed at its .. midpoint. See Figure 3-13. X 3830 ember 1, 1994 Chapter 3—System De! Page Rt I 4: Radiant Charbroiler Coverage. NOTE A radiant charbroiler is distinguished by the use of gas or electrically heated metal strips (radiants) that are used for cooking. The Model NL-R nozzle is a one (1) flow point nozzle that is used to protect either gas or electrically fueled radiant charbroilers. The maximum area that can be protected by a single NL-R * oizle'i9 25' k 25". The nozzle must be located over the cooking surface and aimed at the center of the protected zone. The nozzle must be mounted 24" to 50" above the cooking surface. See Figure 3-9. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. Figure 3-9. Model NL-R Nozzle Placement, Radiant Charbroiler 5. Synthetic Rock Charbroiler Coverage. NOTE A synthetic rock charbroiler is distinguished by the use of lava, pumice, or synthetic rocks that are used for cooking. The Model NL-F2 nozzle is a two (2) flow point nozzle that is used for the protection of either gas or electrically fueled synthetic rock charbroilers. The maximum fuel depth shall not exceed two (2) layers of lava, pumice:oi9 synthetic rocks. The maximum area that can be protectea by a single NL-F2 no is 25' x 25". The nozzle must be located over the cooking surface and aimed at the center of the protected zone. The nozzle must be mounted 30' to 50" above the cooking surface (see Figure 3-10). The tip of the Model NL-F2 nozzle has two flat areas designed to assist aiming. The nozzle must be positioned so that these flat areas are parallel to the longest side of the protected zone. See Figure 3-8.1. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. o- Figure 3-10. Model NL-F2 Nozzle Placement, Synthetic Rock Charbroiler. 6. Natural Class "A" Charbroiler Coverage. NOTE A Class 'A' charbroiler is distinguished by the use of charcoal, mesquite chips, chunks, and/or logs that are used for cooking. The Model NL-A nozzle is used for the protection of Class A' charbroilers with a maximum fuel depth of six (6) inches. The maximum area that can be protected by a single NL-A nozzle is 20" x 24". The nozzle must be located over the cooking surface and aimed at the center of the protected zone. The nozzle must ULEX November 1, acder 3 - System Design v. 1 8,3 Electrostatic Precipitator Coverage. Some restaurant ventilating systems may utilize an electrostatic precipitator to facilitate the.removal of grease laden vapor. These precipitators are typically located at or near the base of the exhaust duct. If protection for electrostatic precipitators is required by the local "authority having jurisdiction", the following guidelines should be followed. 1) Nozzle Placement Ducts having electrostatic precipitators are protected by using the appropriate duct nozzle(s) (as per Chapter 3, Section 1),above the precipitator and a Model NL-UB Nozzle for the precipitator itself. The duct nozzle(s) must be installed above the precipitator and aimed in the direction of air flow. One (1) Model NL-UB nozzle must be used to prctect the precipitator. The nozzle is to be centered 10 to 26 incnes before the precipitator with its discharge point aimed at tr,e center of the precipitator. See Figure 3-12.3. SEE CVCT PROTECTION CVCT MOmE 1 i MECMTATCR J11" pax r r rOzzu Pon P"CrrA10* ROTEC-ON Figure 3-12.3. Nozzle Placement for Single Electrostatic Precipitator. 2) Detector Placement If an electrostatic precipitator is located at or near the base o v an exhaust duct, one (1) detector must be located below the precipitator and an additional detector must be located above the precipitator in the duct opening. See Figure 3-12.4. Figure 3-12.4. Detector Placement for Single Electrostatic Precipitator. EX 3830 Aay 1,1997 Chapter 3 - System Desk Page 34 Rev. 8A Tilting Skillet/Braising Pan Coverage. The Model NL-F2 nozzle is a two (2) flow point nozzle that is used for the protection of a tilting skillet/braising pan. The maximum area that can be protected by a single NL-F2 nozzle is 27.75" x 18". The nozzle is located over the skillet cooking surface: 1. From the front edge (away from the lid): no less than 2" and no greater than 1/4 the distance of the appliance depth. 2. From the sides - no less than 2" from the edge of the appliance or the edge of the protected zone. The nozzle must be mounted 3o" to 36" inches above the top surface of the tilting skillet/braising pan, and aimed at the center of the protected zone. See Figure 3-12.1. The tip of the Model NL-F2 nozzle has two flat areasdesignedtoassistaiming. The nozzle must be positioned so that these flat areas are parallel to the longest side of the protected zone. See Figure 3-8.1. Figure 3-12.1. Model NL-F2 Nozzle Placement, Tilting Skillet/Braising Pan. NOTE: Nozzle must be located anywhere within the shaded area and aimed at the center of the protected zone. The nozzle is to be located as to minimize the potential for the skillet cover to interfere with the nozzle discharge. 8.2 Tilting SkiiCet/Braising Pan Coverage. The Model NL-FL2 nozzle is a two (2) flow point nozzle that is used for the protection of a tilting skillet/braising pan. The maximum area that can be protected by a single NL-FL2 nozzle is 27.75" x 18". The nozzle is located over the skillet cooking surface: 1. From the front edge (away from the lid): no less than 2" and no greater than 1/4 the distance of the appliance depth. 2. From the sides - no greater than 3" from the centerline of the shortest side of the protected zone The nozzle must be mounted 16" to 25" inches above the top surface of the tilting skillet/braising pan, and aimed at the center of the protected zone. See Figure 3-12.2. pth) _ Figure 3-12.2. Model NL-FL2 Nozzle Placement, Tilting Skillet/Braising Pan.. _ NOTE: Nozzle must be located anywhere within the shaded area and aimed at the center of the protected zone. The nozzle is to be located astominimizethepotentialfortheskilletcover to interfere with the nozzle discharge. epth) Utz t A System Design Y. 2 SECTION 2 Cylinder Sizing After determining the number and type of nozzles required to protect the duct, plenum, and cooldng appliances, the total number of system flour points can be determined The sum of all required nozzles' flaw points is used to determine the size and quantity of cylinders required. MAXIMUM CYLINDER FLOW POINTS Flow Points Agent Cylinder 8 PCL-240 13 PCL-350 20 PCL-550 For systems requiring more than twenty (20) flan+ points, any combi- nation of Winders can be used provided the total flow point require- ments are met EXAMPLE If a system requires twenty-sa (26) flow points, the folluMng combinations of cylinderscan be used: 1. 1 x PCL-5W and 1 x PCL-240 (28 Flow Points total) 2. 2 x PCL-350 (26 Flow Points total) NOTE Cylinders can not be man'rfoided together. Each cylinder must be piped separately. SECTION . Piping Limitations Pyro Chem Restaurant Fire Suppression System piping limitations are divided into two categories; Main Supply Line Piping Limitations and Branch Line Piping Limitations. 1. Main Supply Line Piping. The main supply line is a run of pipe from the cylinder to the hazard area. In general, it is a straight run of pipe that runs through tees. Branch piping is connected to the side outlet of these tees. The main supply line of the Pyro Chem Restaurant Fire Suppression System utilizes either straight line or split piping to simplify system installation. Straight line piping is distinguished by the fad that the main supply line is a straight run of pipe that flaws through tees. When straight line piping is used, the main supply line cannot run into the branch of a tee. Split piping is distinguished by the fact that the main supply line runs into the branch or run of the first tee, splitting the main supply line in two. When split piping is used, no branch piping can be connected to the main supply line before it is split In split piping systems, the entire main supply line, including both sides of the split, cannot exceed the piping limitations outlined in this chapter. In addition, the equivalent lengths of the main supply line is not required to be balanced. MAIN SUPPLY LINE PIPING TOTAL LINEAR FEET = 4.0' TOTAL FITTING EQUIVALENT = 14.2' TOTAL EQUIVALENT FEET = 18.2' Figure 3-15. Example of Equivalent Piping TARTS T OF JNE TEE ULEX 3830 October 1,1997 Chapter 3 - System Design Page 3.7 Rev.1 i 3a,/ Figure 3-13. Model NL-UB Nozzle Placement; Closed Top Chain Broiler. b. Open Top Chain Broiler Coverage. The Model NL-A nozzle is a one (1) flow point nozzle that is used for open top chain broiler protection. The ma)dmum area that can be pro- tected by an NL-A nozzles is 32' x 34": The nozzle must be located over the opening and aimed at the center of the protected zone. The nozzle must be mounted 1 T to 22' above the co6dng surface. See Figure 3-14. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. Figure 3-14. Model NL-A Nozzle Placement, Open Top Chain Broiler. 9. Wok Coverage .: The Model NL-R nzzie is a one (1) flow point nozzle that is used for wok protection. A single NL-R nozzle can cover a single wok of 14" to 24" in diameter, and 3.875' to 7.626' in depth . --- The nozzle must be mounted 40' to 5Q' above the cooking surface at a radius of 12' from the center of the wok regardless of wok diameter. The nozzle must be aimed at the center of the protected zone. See Figure 3-14.1. NOTE Nozzle shall be located anywhere in the shaded area and aimed at the center of the protected zone. 24' 24" Dia. h Figure 3-14.1. Model NL-R Placement, Wok' ULEX 33Z Na,wr ber 1,15E 3 _ 8y;wn 138&ign M . , , NOTE For installations that require the use of the Model fore these nozzle• the follaMng additional restrictions apply 1: Minimum lengti'i, lkwar. 5.5 feet 2 Minimum length, equivalent 12 feet 3. Minimum system flaw points: 3 4. Minimum branches (total): 3 BRANCH PIPING LIMITATIONS There are seven (7) types of branches used on the Pyro Chem Res- taurant Fire Suppression System: 1. One (1) Nozzle Dud Branch. 2 Two (2) Nozzle Dud Branch. 3. One (1) Nozzle Plenum Branch. 4. One (1) Nozzle Appliance Branch. 5. Two (2) Nozzle Appliiance Branch. 6. Three (3) Nozzle Appliance Branch. 7. Four (4) Nortde Range Branch. NOTE A range branch is any branch that contains NL-F1.25 nozzles only. Anybranch that contains NL-F1.25 nozzles in combination YAM any other nc>zzle(s) is considered an appliance branch. When using the PCL-240, the total of all duct plenum; appliance. and range branch piping cannot exceed 25 linear feet and 55 equivalent feet When using the PCL-350, the total of all dud plenum, appliance. and range branch piping cannot exceed 35 linear feet and 85 equivalent feet When using the PCL-550, the total of all dud plenum, appliance. and range branch piping cannot exceed 45 linear feet and 110 equivalent feet 2 Two Nozzle Duct Branch Piping Limitations. The two nozzle dud branch is a run of 3Ig' pipe which connects the main supply line to two dud nozzles. A two nozzle dud branch can support the following combinations of nozzles: Branch piping limitations are applicable to all cylinder sizes (i.e., PCL-240, PCL-350, and PCL-550). Al branch piping must be 3Z' di- ameter black chrome plated, or stainless steel pipe. 1. One Nozzle Duct Branch Piping Limitations. The one nozzle duct branch is a run of 3/T pipe which connect the main supply line to a single dud nozzle. A one nozzle dud branch can support the following combinations of nozzles: 1. 1 x Model NL-01 Nozzle. 2 1 x Model NL-02 Nozzle. 3. 1 x Model NL-03 Nozzle. One nozzle dud branch piping limitations are given by Table 3 5. 1.2 x Model NL-01 Nozzle. 2 2 x Model NL-03 Nome. Two nozzle dud branch piping limitations are given by Table 3.5.1• MAX MAX LENGTHS I MIN LENGTHS 4AX PIPE I FLOW' UN7 R- FET FEET VERTICAL sECT10N OIA. IOUrV LINEAR EQUIV2NaIIseIve" i 622 I ° O S-S-Men Table 3-5.1. Dud Branch Piping Urrmit2dons- 3.One Nozzle Plenum Branch Piping Limitations. MAX MAX MAX LENGTHS I MIN LENGTHS I VERTICALPETFLOWiUNEARFEET ` UNEAR EOUN • RISEESECTIOINOIA.I- 7 6 120 Table 3-5. Dud Branch Piping Limitations.. The one nozzle plenum branch is a run of 3/8 pipe which connects the main supply line to a plenum nozzle. A single plenum branch can support only one flow point Plenum branch piping limitations are given by Table 3-6. MAX MAX LENGTHS MIN LENGTHS MAX PIPE: FLOW FEET FEET VERTICAL SECTION OIA. LINEAR EOu1V LINEAR I EOUN t Nozae I t 4 10 0 ° S Plenum 18" 9nncn " Table 3-6. Plenum Branch Piping Umitations• 4. One Nozzle Appliance Branch Piping Limitations. The one nozzle appliance branch is a run of 3/9' pipe Which connects the main supply line to a single appliance nozzle. A one nozzle appli- ance branch can support a maximum of two (2) flaw points. One nozzle appliance branch piping. limitations are given by Table 3-7. MAX i MAX LENGTHS MIN LENGTMS MAX PIPE FLOY4 I FEET FEET VERTICAL SECTION DIA INT I LINEAR EGuN LINEAR EOUN- 6 t 2 0 Cr Apoli nci air 2 0 jrenU Table 3-7. One Nozzle Appliance Branch Piping UMR260ns• 5. Two Nozzle Appliance Branch Piping Limitations. The two nozzle appliance branch is a run of 3/9' pipe which connects the main supply line to two appliance nozzles. A two nozzle appliance branch can support a maximum of four (4) flow points. Two nozzle appliance branch piping limitations are given by Table 3-7.1. MAX LENGTHS MIN LENGTHS MAX MAX FEET I FEET VERTICAL OIA FLOW SECTION LINEAR Eau"LINEAR EOUNNa:>,. 6 22 ! 0 0 0 s cn Table 3-7.1. Two Nozzle APPllance Branch Piping Umitadons EX 3M saber 1,1997 Ch*W 3 - Stern D" page Rev 2. Branch Line Piping. Branch Aping is used to conned the discharge nozzles to the main supply w1a This piping is connected to the side outlet of main supply line tees. The last branch is connected to an elbow at the end of the main supply line. There are seven (7) types of branch piping: 1. One (1) Nozzle Duct Branch 2 Two (2) Nozzle Dud Branch 3. One (1) Naze Plenum Branch. 4. One (1) Nozzle Appliance Branch. 5. Twv (2) Nozzle Appliiance Branch. 6. Three (3) Nozzle Appliance Branch. 7. Four (4) Nortde Range Branch. UNDERSTANDING EQUIVALENT PIPING Piping limitations in this chapter are given in both linear and equivalent lengths. Linear piping is the actual length of straight pipe used on either the main supply line or a branch. Equivalent piping is equal to the total linear pipe used on either the main supply line or a branch plus the equivalent length of any fittings used on either the main supply line or a branch. See Figure3-15. Equivalent Piping = (Linear Piping) + Total Equivalent Length of Frttings Used) All pipe fittings develop a pressure loss which can be equated to the loss through a specific length of straight pipe. This loss is the equiva- lent length of the fitting. See Table 3-1. 0 o TEE TEE UNION OR PIPE SiZE ELBOW ELBOW I FLOWOUGH THRSIDE OUTLET COUPLINGS yr as 1.3 0.8 z.7 0.3 1rr 0.8 1.7 , 1.0 4 0.4 Table 3-1. Pipe Fitting Equivalent Lengths In Feet An example of the total equivalent piping calculation for a typical branch is illustrated by Figure 3-15. AINATIONS LINE PIPING 1. Model PCL-240. Main supply line piping limitations for the PCL.-240 are given by Table 3- 1 The maximum length of main supply line between the first and last branch tee is 16 feet. Examples of acceptable piping configura- tions are shown in Figure 3-16. MAX LENGTHS MIN LENGTHS i MAX Pot I MAX I FEET FEET I VERTICAL SECTION T LINEAR ECUIV LINEA R EOUN Min Soppy I ]ra- I e I 21 38 ] 7 s Table 3-2 Model PCL-240. Main Supply Line Piping Umita60II'm NOTE For installations that require the use of the Model NL-F1.25 nozzle, the following additional restrictions apply before these nozzles: 1. Minimum length, linear. 5.5 feet 2. Minimum length, equivalent 12 feet 3. Minimum system flow points: 3 4. Minimum branches (total): 3 2 Model PCL-350. Main supply line piping limitations for the PCL- 50 are given by Table 3- 3. The maLomum length of main suopiy line bemeen the first and last branch tee is 30 feet Examples of acceptable piping configura- tions are shown in Figure 3-17. MAX. MAX. LchGT"S MLN. LENGTHS VERT PIPE FLOW FEE- FEET SECTION CIA. POINTS LINEAR EOUrL LINEAR EQUIV. RISE Table 3-3. Model PCL-350. Main Supply Line Piping Limitations. IMP For installations that require the use of the Model NL-F1.25 nozzle, the following additional restrictions apply before these no 1. Minimum length, linear. 5.5 feet . - 2 Minimum length, equivalent 12 feet 3. Minimum system now points: 3 4. Minimum branches (total): 3 3. Model PCL-550. Main supply line piping limitations for the PCL-550 are given by Table 3. 4. The maximum length of main supply line between the first and NOTE last branch tee is 35 feet Examples of acceptable piping configura- The only acceptable types of piping which can be used with the lions are shown in Figure 3-18. Pyro Chem System are black pipe, stainless steel, or chrome MAX LENGTHS MIN LENGTHS MAX Plated pipe. Galvanized pipe Cannot be used. PIPE MAX FEET FEET VERTICAL SECTION OIA.I N LINEAR ECUN LINEAR EOUN 618+ Suvoy! iri• I 20 AS !0 S T C UrA Table 3-4. Model PCL r%W. Main Supply Une Piping Umitation& ULDC Octobw 1, ge 3.12 v.2 aI 14LA NL -IT- .__ (RANGE) PLENUM) K FRYER) NL- A (FRYER) PLeNuu1 K- F 125 K- F1.25 1- 15 (RANGE) PLENUM) NL- O3 -F2 OUCH K-R (CHARBROILER) GRIDOIE) NL. A PLENUM) NL. A PLENUM) F2 NL, F2 (FRYER) NOTE This is riot a complete list of aA possable configurations. Othm will be acceptable provided that they conform to the limitations shown in this chapter J, ( PiE-L")Ksa PLENUM) GRIDDLE) 112- OR 3Ar MAIN SUPPLY LINE 3w BRANCH LINE Figure 3-17. Model PCL.-150. Examples of Acceptable Piping Conf)guradons. NOTE NL- 03 This is not a complete list of all possible configurations. Oth- DucT) NL- R ers will be acceptable provided that they conform to the limi- NL' R tations shovrn in this chapter NL_R (GRIDDLE) NL- 03 NL-F2 DUC' n NL.F2 (FRYER) A NL-03 INL-FI.25NLM (DUCT) PLENUM) NL1J8 K- FI.25-..- K- F1.25 (RANGE( (BROILER) NL- A PLENUM) NL A _F2 PLENUM) K_ F2 (FRYER) DUCT) / u It 11S HL- R (GRIDDLE) eNL ' -- ( RANG' N4F2 NL- 03 l-UB NL•F2 (FRYER) DUCT) NL4A (BROILER) NL- A Kf2 NUM) ( CMARBROIL.ER) 4NL.A KaiM) (CHAR8RO4ER) K. F2 (FRYER) 1/ r µAIN SUPPLY LINE 3M gRANCH UNE Figure 348. Model PCL,550. Examples of Acceptable Piping Configurations. A. EX =0 xtGber 1,1997 chapter 3 - System De!Iig Fz p 3-1- Rev.: 6. Three Nozzle Appliance Branch Piping Urnitations. The three nozzle appliance.branch is a run of IT pipe which connects the main supply line to three appliance nozzles. A three nozzle appli- ance branch can support a ma)6mun1 of four (5) flow points. Three ie s,,.,ra branch oi6na limitations are gNen by Table 3-7.2. W1X LENGTHS MIN LENGTHS MAX PIPE FEET FEET VERTICAL SECTION QIA LINEAR EOUN LINEAR EOUN RISF N=la va- 5 10 2e 0 0 0' Table 3-72 Three Nozzle Appliance Branch Piping Urnitations. 7. Four Nozzle Range Branch Piping Limitations. NOTE These limitations apply to branches that L blicze four (4) model NL-F1.25 nozzles. No other types of nozzles, or combinations of nodes, may be used on a four nozde branch. The Four nozzle range branch is a run of 3Z' pipe which connects the main supply line to four NL-F1.25 range nozzles. A four nozzle range branch can support a maximum of five (5) flaw points. The four noz- AP rnnne branch oicino limitations are given by Table 3-8. MAX LENGTHS MIN LENGTHS MAX PIPE pyy FEET FEET VERTICAL SECTION CIA. LINEAR I EOUN LINEAR EDUN RISE 4 Noufa 3,8. S 10 31 0 0 0' snq Bra Table 3-8. Four Nozzle Range Branch Piping Urnitations. NL-01 NZ- DUCT) ( FRYER) NL-F 125 NL-F125 NL•A NL-F1.25 (RANGE) PLENUM) NL-03 DUCT) NL-R NL-R GRIODLE) NL-F2 FRYER) NL-02 DUCT) NL-F125 NL-Ft 25( RANC-9 NL-R j9 (GRIOOLE) NL-A NL-R PLENUM) r NL-01 DUCT) NL.F2 FRYER) NL-R LJL-R GRl00LE) ANL PLENUM) NL-02 DUCT) ale' MAW SUPPLY LINE Figure 3-16. Model PCL-240. Examples of AcCeptable Piping Con%uratbns. NOTE This is not a complete list of all possible configura- tions. Others WH be ac- ceptable provided that they conform to the limitations shown in this chapter GE) ULEX x October 1.11 SECTION 346 PCl.- trecr ts pistnbutlon Pip n9 3. Th® pPM detaWd in Tabu 3A S-1.9 Mpot be 3. M Gonerai Plp'ln9 Urrd ations e=eede& th of the main suP* UM bet`4een 4. For sy S P deep fat fryer(s) sndlcr rakes• ev mwdmum Zrxh tees is is feet.. system =;st rAWG a n-animum cf. a 1lnear fee Of POM4flawPops. fatal of all txar,ch piping cannot e=c ed 25 14.1 oquivak-+ feet of plpkV, 3 brw=hes, and 55 equlvslent feet. MA1N ONE N= Two NOZ DUCT pt,,,LlM suPPLY curlT RFQ,. no. UR LINE EB6uo 3/8" pipe S> M 315 Mgt t - 21 tt 9 8 4 fL 10 R) 121L 31 R) 36 Rj 12 R) 22 •) 3ft. 0fL OR OR 0 Unoor q vsient) 7 IQ R OILOR MWc FScw 3 B 2 5 8 1 2 2 MM vadcw 41 4 fL 2 ft 0 R Ries a fL Tabu 3-W-A PCt.-M PVM Ur^ttatio+sa tst.X 3sS0 - , Na sr mt 1,1984 b/Z '30'd 65Z0566 SOZ HJ3.: O Ad act(vi Z = 07 : 90 (111070 96 . 90 'zrtt Chapter 3=System DesF Page 3- ReN SECTION 4 Detector Placement Detectors are required over cooking appliances and in the duct(s) of protected ventilation hoods. Detectors shall be located in the plenum area of the ventilation hood. 1. Exhaust Duct(s). Each exhaust duct must have at least one (1) detector installed in the center of the duct entrance or at a maximum of 12 feet into the duct, centered. See Figure 3-19. 2. Cooking Appliance(s). Each cooking appliance with a continuous cooking surface not exceeding 48" x 48- shall be protected by one (1) detector. Cooking appliances with a continuous cooking surface exceeding 4$• x 48' shall be protected by one 1) detector per 48' x 48' cooking area. Detectors used for cooking appliances must be located within the perimeter of the protected appliance toward the exhaust duct side of the appliance. The detector should be located in the air stream of the appliance to enhance system response time. If a cooking appliance is located under a duct opening where a detector has been mounted, it is not necessary to utilize an additional detector provided the duct detector is not more than 12' into the duct opening. If two (2) appliances are located under a duct opening where a detector has been mounted, it is not necessary to utilize an additional detector provided the duct detector is not more than 12' into the duct opening. See Figure 3-19. APPLIANCE APPLIANCE APPLIANCE APPLIANCE COVERED COVERED COVERED COVERED BY BY DETECTOR BY DETECTOR BY DETEBCTOR DET C TOR A B Figure 3-19. Proper Detector Placement. ULEX November 1, 1 SECTION 3-18 PCL-M Distribution Piping Requirements neraf Piping L1mi atiari -- 3. The PiV moons deta d In Table s.i.i.i wnnatba e 3-18.'1 Ge p exaeea 1. The nuD&n m ler of the main suPQiy 1[ne bet~ the 4. For systems P vtsc rt V deep fat fryegs) an&'or ranges, the flt5t attd > tees is 18 feet sy m must have a mintmum of: 8 gnearfeet 01` pPM, 2 The combined total of all branch pipin0 canrKA exDsed 25 14.1 8qutvalent feet of piping, 3 NWWms, and 4 f W P°' I l ea' few snd 53 equivalent feel NWN ONE NOZ TWO NOZ OUCT FLSNUM APPLIANCE REQUIREMENTS SUPPLY LLUS DUCT BRANC r1pa Size 1 rT 31W Vr 21T N%x Lwgth - 46 fL a fL a it 4 R 12 fL Linear iEgl) 110 fL) 1Z A) ill tt) 10 it) 31 ft) Win. 3 it 0 fL 0 fL 0 fLrLen4th iT ) 0 fL 0IL 0 it Q IL( Equlvalerd) Maas Fk w 3 8 2 g Pairrts 20 Max Names WA 1 2 Z 5 Max V>sr'',.ca a fL 4 fL- 4 fL 2 ft 0 it Rise Table 3-18.1.1 PCL4M PIPUV Umr=dons o, 1.1004 4/b '30vd b5t05bb tOL E03_ OvAa o08v3 113M Ot+: 90 (NOM 96 . 90 "inr Cl gt r 3 - Pop 3-31 Raw.1 FCL-360 Qi!stribution Piping Requirements 3. The PIPS litrut dewed In Table 3117.1A Cannot ba 347.4 General Piping Urritations eked, in suP Y line bettoeen the deep fat fiyert$) a tt m drrtum of the maOf1. Ttte 4. For systentis P'4plom and last branch toss is 18 feet g must hw"o a nVnIMUM t. a kwwct fed 4 pe- Z -rho =TIbined taw of 21 bra lw P10V car"'Ct wed 23 14.1 equivalent feat of ptpina, p, wf..t and 55 equtvalent feat. REQU1REM-2M Pipe Sb n Max Lwgth- Unear... g,yfyyelerst) Min. Length - Lkwer Equivai M) Mac Pow Pow Max t af mat vwe cet Ris® MAIN 011E NOZ TWO NOZ APFUPNCI= SUPPLY DUCT DUCT ERAN LINE gs6bnh tBaLc—h 3M* 3w 30 3113' 38 it 85 fL) a tt 12tt) v a tt C22tt) 4 tL 00 ft) 3ft Oft. Oft Oft OR Ott 71t) 0 % 13 3 g 2 NIA 1 2 61t 4 ft 4 tt 2 It Tablo 3.17.1.1 PCL-3W piping Uroftado" 12 It - 31 tt) OR 0 fti e 5 OR LL X y•?v3 fiS10569tOZ 1403-L 0*4Aa OOHV3 I I31A 01p: 90 (NOV) 96 90 -lrnr i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CHAPTER 4 - Commercial Building Compliance Methods" -_ Administered by the Department of Community Affairs FORM 40OD-97 Renovations & Systems Prescriptive Method '. - ALL CLIMATE ZONES Project Name: d L I V l= C23 A JZDE IJ Zone: 5 Address: Building Classification: City, Zip Code: ' 5A 1J J=0 D Building Permit No.: Builder. pV Permitting Office: ,v Owner. Jurisdiction No.: & J BUILDING INFORMATION WALLS ROOF/CEILING FLOORS DOORS GLASS TYPE U AREA TYPE U I AREA TYPE U AREA TYPE U AREA TYPE U I AREA Concrete CBS Under Attic 0 Slab-o 2de O Wood Si le, wall Wood trame Single Assemb 3 Raised Wood Metal o Double, wall to Metal frame I I Other. I I Raised Concrete I I Insulated roof Insulation -value I I Insulation -value I I So Insulation -value I i Other I Single. Double. roof SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heat Pump 112• $ Central & Heat Pump Electtc 65,000 BtU/t1 SE-"i 55,000 BtWh HSPF Resistance 265,000 Btu/h 9-0 EER IPLV I-10 265,000 Btu/h COP Dedicated Heat Pump Water cooled EER IPLV 47S Water cooled COP Gas ' " Evaporatively cooled EER Evaporativeiy cooled CCP Natural PTAC EER Eiectnc Resistance CCP LPG Chiller COP IPLV Gas/Oil (circle one) C HRU Gas heat pump COP 225,000/300,000 Btu/h AFUE i 2 -L30 n I n Omer. Other. 225,000/300,000 Stwb E, 4 • LIGHTING Total Lighting Wattage SONG CALCULATION DUCTS R-value 4' Total Conditioned Floor Area Watts/sq.tL 11 r"uired) Attached Location ATTIC PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) Components Section I Requirements Check Operations Manual 102-1 1 Operations manual will be provided to owner. IA G- Windows 406.1 1 Maximum of .3 cfm per sq.tr. of window area I A - Doors 406.1 Maximum of 1.2 cfm der sq.tt of door. ma. I A - Joints/Cracks 406.1 1 To be caulked. gasKeted. weatnerstriooed or otherwise sealed. A - Rer%eat I 407.1 1 Electric resistance reheat orontbited. I N01'1E Vennlation 409.1 Sucolled with readily accessible switcn for shut -oft and/or volume reduction when ventilation is not required. C - HVAC Effidency 407.1, 408.1 1 . Minimum efficiences - Heating: Tables 4-7. 4-8. 4-9. Cooling: Tables 4-3. 4-4. 4-5, 4-6. I c - I HVAC Controls 407.1 Seoarate readily accessible manual or automatic thermostat for each system. Act - 1 HVAC Ouets I 410.1 Air ducts, fittings, mechanical equipment and plenum chambers shall be mechanically artacned. sealed. insulated and installed in accordance with the criteria of section 410.1. i AC-1 Balancing 1 410.1 HVAC distribution systems) tested and balanced, Piping Insulation 1 411.1 In accordance with Table 4-1 1, Water Heaters 412.1 Automatic electric storage water heaters 5120 gations and gas & oil fired storage water neaters <_75.000 StuM shall meet performance requirements in Table 4-12. Electric > 120 gallons: standby loss : 3. +27NT. Gas >75,000, Oil > 105,000: E .73. Standby loss 5 1.30+114NT. Gas, Oil >155,000: E.78. Standby loss 5 1.30+95Nr. Swimming Pools Spas I 412.1 Spas & heated pools must have covers. Non-commermal poots must have pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78go. N A Hot Water Pipe Insulation 412.1 Piping neat loss is limited to the levels in Table 4-11 foi circutating systems and the first 8' of pipe from a storageItank P- Water Fixtures I 412.1 Shower head water flow restricted to maximum of 2.5 gpm at 80 psi. Toilets meet 42CFR 6295(k). Public lavatory fixture maximum flow of .5 gpm,, or if self -closing valve. 25 gallon circulating, .5 gallon non -circulating. P - Ugrlting 1 415.1 - 1 Ballasts snail have Power Factors no less than .90. I C-- - it required by Florida law, I hereby certify that the system design is in compliance with the Florida Energy Code. Registration No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SY NER: PLUMBING S)PTrEliii1l 0,E §IGNEP N I hereby ce ify that iriiifpft s and Pk itxttans red by the cak-woon are in cotni:,L a wrth the Review of owns and saec;5=0ons covered try lulls ai ulaaon indictee =TIP - with FkxCa Cads / r t me Fonda Energy Code. Before consvuctim is camoN[ad. Mist txdffn9 wd be wed PtiEPARED BY: • 1 - pq II I i ^ for compliance in accordance wrch 55390e F. I NW60Y csrtih tltai con+phance with the Florida Energy Coda -T BtIILOtNG Q/ FF{ L OWNER AGENT: DATE: DATE:. oC(-ZrF 50 FORM 400D-97 ALL CLIMATE ZONES Building Component Efficiency Required Value Installed Fenestrations: Climate zones 1,2,3 U-0.87 Climate zones 4,5,6,7,8,9 7 SC (.61 SHGC)>1'OH 2 U 55 SC (.48 SHGC) no OH Wall: _. Masonry Ct'imate zones 1,2,3 R-7 Climate zones 45,6,7,8,9 R-5 Wood frame — all zones R-11 9 Metal frame — all zones R-13 Roof: Built-up Climate zones 1;2,3 R-16 Climate zones 4,5,6 R-14 30 Climate zones 7,8,9 R-12 Attic or Drop ceiling All zones R-19 Floor: Slab -on -Grade R-O O Raised Wood R-19 Raised Concrete R-7 Infiltration Code minimums per o 7sea406.1.ABCD.1 •'37 L.F Cooling System Code minimums per sec. 407.1.ABCD.3 Heating System Code minimums per sec. 408.1.ABCO.3 Ducts Code minimums per 2sec. 410.1.ABCD.2 Piping Code minimums per sec. 411.1.ABCD.1 Domestic Hot Water Code minimums per sec. 412.1.ABCD Motors Code minimums per I Dsec. 413.1 ABCD Lighting UPD: W/s.f. per Table 4-16 Controls: 1. Two banks per space with separate manual controls; or 2. One occupancy sensor per space (or other automatic control) 1. Code minimums snail be met for components being retrofitted with new equipment. 2. Repairs to equipment need not meet Code and should not be construed to require a replacement of equioment- 3. Where existing components, such as ducts or electrical wiring, are utilized with a replacement system, such existing, components need not be replaced. 2- SKETCH OF ASSEMBLY DESCRIPTION OUTSIDE SURFACE AIR FILM CpI.cRTlr TILP-L 81 (avILT' UP RG0E-1I40 QL`(W Ool 30 lat U(_ATio 2r to FRAM l"Cs 8 CGYP BD INSIDE SURFACE AIR FILM- c ,fie ; _ tLyv. ..' ' CIt W TOR SSEMBLY kAUE DO fgL— SSELIBLY TYPE Fk= wco MING MATERIAL NC)0: FRAMING SIZE -R IO Rc %: O a1NG PERCENTAGE _- tSX (16' O.C. wax) 12% (24' o.c. Wall) 10x {16' o.c. Fb=Cou.) 7% (24' o.c. )Co9.) r r HEAT CAPACrrY (Ogtlonaq WALL SPECSFIC HC WEIGHT MEAT (A X B) fthl) (B VF4b) 1 e z SUBTOTAL 1.3Z,4_ ! I I. S% , TOTAL W- Rc Ri i I p.o3 l o.' _+ o. 08"1 p: L o - 0. off.1. 1 / Rc 1- (FP,. 1100) 11 RI Fr% / 100 ASSEMBLY it -VALUE PROJECT kAIVE ASSEMBLY kAME WALL" f ASSEMBLY TYPE' w c4ang I Hoot FRAMING MATERIAL W O i FRAMING S&CE 9 FRAMING PERCENTAGE 15% (16' o c wap) N12% (24' o.c. wall) 10% (16' o.c. Fkx Cal ) SxETCH OF ASSEMBLY 7%(24' o c. h=)Ce®) . OES,CMPTION OUTSIDE SURFACE AIR FILM t 7!8 3T(J GGO 2 pL.Ywc t 3 t UIL.OI C3 P a p--i9 IUSt1Lt Tl u 51 2.-c Co 6 eve GYP, e;-0. 7 INSIDE SURFACE AIR FILM R•VALUE CAVITY WVALUE R) WOOO FRAME R•VALUE Rf) 0. 17 O. 1-70.Ib 0.16 0• !02 0. CO2 O.O G O.O 6, 19 0.5cp 0. 5ra C.(a8 0.(a13 SUBTOTAL 2J.21 _ RC Rt 0 HF-AT CAPACfTY (OptSonan WALL WEIGHT SPECIFIC NEAT HC A X d) g. 4co . 0. 2 2 1. B Coa I. 4rL. 0. 29 01412- p, 4'a o. c Cf a: v? 2 1. 78 5 0.2$ o.4.9 9 2. 5Co o. 2. afofi Ce TOTAL HC I 3.5 f— a04-Tj 11Eo 2- Fr% 1100) 1 / R! Fr% 1100 ASSEMBLY {J-VALUE PROJECT NAME DATE ASSEMBLY NAME -- ASSEMBLY TYPE Floor Wall Cadh9 Root FRAMING MATERIAL 7FRAMINGSIZEI Fr %: FRAMING PERCENTAGE 1S% (16' o.c. Wall) 12% (24' o.c. Wall) 109E (16' o.c. Fl=/Ced.) SKETCH OF ASSEMBLY 7% (24' o.c. Fkxx/Ced.) 1` 2 3 4 5 6 IC,TIONCOMPbNENTS , ._vim .,:eiLii W; DESCRIPTION OUTSIDE SURFACE AIR FILM 91 I . 1 1G I INSIDE SURFACE AIR FILM R-VALUE CAVITY R-VALUE Rc) WOOD FRAME R-VALUE RI) 17 67.17 33 0,33 bo SUBTOTAL 4- rD 12 4 Rc Ri HEAT CAPACITY (OPtlo " Q,,. .: WALL WEIGHT Ibs/so SPECIFIC IHEAT Bbl/F-4b) HC A X B) Bbar-so TOTAL HC 1 / Rc 1 - (Frq. / 100) 1 / RI Fr% / too ASSEMBLY U-VALUE JOB NAME: C L I V F- e-A P- DF-tJ r LOCATION. SAN F-D(zD DE516N GRI I'ERJ W ZONE/AREA: j-" ) rGN'F,N AINTER GL ZONE oUl'S1DE DB 7 Co m 6" I -i D.R. DB LAT. 28 4- INSIDE 78 DB Q l g D$ m 71. 3 4- 6RA -F G.F. 7O v" 4:00 TR. e ( 1 33 DB FiDD. DB ELEV. l 5 A.G. - HT6. 6RO(F A,G. (ms) ROOF ez3gi x 0.04- x 54-- 33 5iN/ 5) (!d 3153 N KALL W MALL s n.!.. Nx PARTITIONN VOCR ALL 6iA 5, YL. 16i:tT W 312 X 4, 4- I x s- x 2D 2-X 2g x X x sox D. D p eD D. D 0 o . X4 x x x x x x x- 0- 3 3 38 - 3 G Zs - 3 3 6 T 2 s - 33 G leg- 33 G 5( ol E 21 4- 15 1123 73 I C E 10 3 o 516-. s WA 15510N TOTAL = 37 Co3 61A55 6LA55 6L A-155 6yL. A/s55iC 16HT X x x x x x e x X x x x x X x e x o x o x x SOLAR TOTAL = Go 5 I5x) C x oo 84 LATE' 4T : 15 x x 0. 5A 7 I Ll6rfTS 23 0' 1X 3.40 X " 0. 10 X 1. 3 iN/ 12& a 0 cfX4JIPtT 00 7S& INTERNAL TOTAL = osA 5 o.A. 1 x 5r' x 1.065 0.68 x x- SD I- 3 3 05 A. TOTAL = 3 5 AL,V-- N Q071 ikJC-LLJ w ZoO IaLE TOTAL = LATLN7 TOTAL = ToTAL ( BTU's) = D 141" 2 4343 q 1 4- 4-9 1 LrZE( 1 ) I E , TON A.G. LHT(5) 116 -1 TONS = 12- J144NNERCYY LOAD CALCULATION JOB NAME. oLI V rZDF,/J LOCATION. SA N F0r2-0, F -A . DE516N CRITERIA: 5 NMER ZOWAREA: L z u N G E- KNTER GL ZOt OUT5IDE 71A m I 6" I -i D.R. DB LAT. 28 , 4 IN51VE iS DB A 7 2- 6" GF. 'To 0 14DD. 4:00 T>E (>, 33 DB ELEV. lc A.G. - Wr6. 6Ra F A.G. (MS) HT6. (MS) ROOF W MALL. F- MALL N HALL 5 WALL. N w 1N t l-L ALL 6LA55 SM6HT ZIO&x 3 7 0 X S S 1 X 3 12- x 18 S X I K X 1,0 X I g x 3& x 1-7 +x o.0¢ D. OG 0. p 0.06 0. 0 O. a06 0& D . &S d. Z08 D.DLv x X X X X X X X x X . 6. - G$ - 30 - 2') - 3- 31- IS - S - Z7 - 33 W 3 3-- r-2, 3 3 G 3 - 2. G 33 33 G 33 3 3 3 - 3,G 5+ 7& 15101191- 4 7 4 Z2, 4, 1 3 2 2 82.- 780 71C IN Y30 3 el 7 I 3 S 3 S 7RANSMl5510N TOTAL _ Zp 2 j 112 D 6LA55 N) 6LA55 5 E 6L k55 N G- 6LA55 j 43L s5 - S fL-1(4T- t Z X 20 x ZpX 42 x 63 X fix D, e 0 D , ep 0. B6 P . & O . i D 6 . S7 X x x x X X 0. 71 0. 4--7 p. 3 3 d, Z L p . 25 p. G7 X 38 X 1 4 1 X 171 x I +l( X ' zo X J272 SOLARTOTAL29 8 1 1 -2-O 41 1301, 377 2 S+ L PEOPLE too X S 5 l X 0.54 LATE tr : 6-0 X 27 .S x 0. 84 U6HT5 2 14 2 X 3. 40 X 0. QO X 1. 5 & 0 E JIPME,'tT N ERT1AL TOTAL = 7 5 5 2 05A 5 06. A. POO x X I. oe5 0. 68 x X Ig - 33 O S.A. TOTr' L= I 5 5805 2 S S IZEi5ENSIBL.E TOTAL. = LATENT' TOTAL = 7 91 O TOTAL (EMS) _ 0 3 1 O TON A.G. UNITS) ,d c Z TONS = C INERGY LOAD CALL JI &TION JOB NAME: o L V F- 6-bA 12 DEIJ w LOCATION: Sx4 N FOP-D, Ft —A. s r - 3-\ DE516N CRITERIA: 5UMM R ZONE/AREA: b I N 1 & MNTER GL ZOP OUT5IDE DB 7 M 6" 1-7 D.R. DB LAT. 28 , 4- IN51DE 78 DB Y' 7 2- 6" t I G.F. 70 DE H-DD. d l DB 3 4- 6R, 4: 00 n E pPf 33 D$ g..EV. i 05 GROUP A.G. (BTUs) HT6. (amm ROOF q 2'x D, D 4 x G -' - j W L_ 14zx a .06 x 25 - 33 G 213 2g 6 w YOL L/O+&x 0.06 x S-33 2 3Co 2715WALLz- 2Y p. 06 X G KALL X X s PARTITION 5l x 0, DG x lg - 3 LT 4- 01 DOOR x x - AL. 6LA55 I o l X x IS'- .5 2 l (P(4 SiCYL16f4T — x x - x X. RAN5M15510N TOTAL 6LA55 x D. S6 x 1 154- 2 5 w 6LA55 53 x 0.8 6 X 0. s i x 22-6 53 i 6LA55 x x x 6LA55 — x x x 5CYL1c+ T —x x x x , x x SOLAR TOTAL 5+ L PEOPLE LATENT: L16HTB tJIP' 1T 53 x 53 x 9 2 S X 5 50 27 -) 3. 40 x x X 0. a4 o. a4 - 12243) 0. QO X 1. 5& 1p INTim- FNALTOTAL = 2 445 6 7 05A 5 x I .055 x I g- 3 3 05. A. TOTAL = 1- 7 `% "71 5'Z V,- S I 3 ¢ 5 LEE( ) 7 5 TON AL. UNIT(5) 6IBLE TOTAL LATLN7 TOTAL TOTAL ( Bus) 3 TONS = C0 , 8 JOB NAME. o L V F C--->A n DF, LOCATION: SAN 1=0(Z-D, FLA . DE516N CRITERIA: 5JMMER ZONEJAREA: D N WINTER GL Z0W OUTSIDEE DB 7 & m 6" ( D.R. DB LAT. 2g . - IN51DE 78 D$ 0 l Ds Y' 7 2 3 4- 6R/ -+ G 70 DB {{DD. c 4.00 r l>rU 33 D8 S FV. l 5 A. G. - HT6. 6RGUP A.G. (MS) Kr6. (MS) ROOF N WALL WALL NALLI PARTITION DOOR ALL 6LA65 fr lo x b$ x 31 1 x Zz2X X X 7 X D . D. D( 0 . 46 D o D, & S X x x x X X X X l 5- 33 5W/ S - 3 3-- G 30 - 3 G 35 _ 15 - 3 3 lb l D 91,9 Sim6i4T X x X X. 7RAN5M1551ON TOTAL = 2 1 5 6LA55 6LA5s 2g x 19 x x D. x D , S x I S- D. 2 x 2 2d 17 2S 30 3Co 6LA55 SLAM' 5MC+ T X X X X X X X X X X X X 50LAR TOTAL 54L PEOPLE 5" 4- x s Sd x o, a4 LATLI, tT : 5-4 x Z7.5 x o, a4 _ 124-74-) 24- 148 UISHT5 li X 3.40 X 0.10 X 1. 5 ?4/ C 3) 5 UIF' T INTERNAL TOTAL = 5 4- 0. 5j. 5 0. 5 A. L 0 x i D x 1. 085 0• & a x x I g- 3 3 C. S.A. TOTAL Il ' 17 2 039 321 2 St ISLF TOTAL = LAMN7 TOTAL 4 TOTAL ( EMS) = Co7 7¢ USc ( 1 ) 7. 5 TONAL. UNiT(5) C - TON5 = 12 L LoGATION. S,4N 1=0g-D, FLR . DE5I6N CRITERIA: 5NMER ZOt-/AREA: i-1 N rJG AINT5 GL. T_OwOUTSIDE . m 7 M 6 1-7 D.R. 37 DB LAT.- INSIDE DB m 7 2 6R/ I C.F. To Q I g DB 3 `i- 6R1 4: oo T11E (FH 3 DB Ei.EV. GS A. G. - HT6. 6RDUP A.G. (MS)rKqL ROOFl3sxD.O x 65 - 33 5iN/ 16 5 1o3X DD( X 25'- S5Zc4- MALLS74, X 0.06 X 3g - 33 G M tN K4LL. 7 S X 0.67( X j- 373 G p WALL X x PARTITION x X VXR ALL 6LA55 X 15+ X x x j S- 33 527 18 X X• lw 15510N TOTAL = 32{v Zg S 6LA55 24 x p, C x p, 56 X 15 4- 1 -7g 5 6LA55 ro a,() 1.5 X x j . so X 1 s5a N 6LA65 15 X r.50 X D. 71 X 30 5&0 6LA55 X x x 5MCU 4T x X X x x x 50LAR TOTAL = 21 CoZ LAM :. L16HT5 EUIFt 05A 5 a. - CA. 4, 5x 27S x o.84 _ 4 x x o. 84 3< X 3.40 x 0.10 X 1. 5 N/ IP 9 20 x 1.085 x gwx 0. 68 x LEE ( I ) 7. TON A.G. UNIT(5) INTERNAL TOTAL = ig- 33 05. A. TOTAL = 5 SLE TOTAL = LATL^' iT TOTAL = TOTAL ( BTu:-) _ AG - 4 TCN5 = 46o5. 1 3oo+- p 7 2` i 5&01 ENERGY LOAD CAUXI AT ION JOB NAME. O L I V E <St -A 12 DEIJ LOCATION: SA N i=OrZD FL -A, DE516N CRITERIA: 5YMER ZONE/ARZA: Pr M J t j Y'IINTER CL Zc.w OUTSIDE j - 05 7 & m 61 1 --7 D.R. DB LAT. 2g . 4- INSiDr DS 65 m 7 L 6" ' I G.F. ?O 06 kva 0 L m 3 4- k4 4.00 T1tE (Ft,) 33 Dm A.G. - HT6. 6ROY A.G. CMS) HT6. (Ms) ROOF 015 x D.v + x G s' - 33 5w/ Z I I ' 10 70 5 MALL VEX D. ©6 X D7 7 gY'lAl..l_ 237 X D• 6 (, x w l X D.6 3 KkL X x FARTIIION X x DOOR ALL 6LA_% X 49 Gj x X x 15 - 33 al<yu&4T x x X X. WANSMI5510N TOTAL 3 6U. 55 S+x D, 90 x x j 8 5 6LA55 w. q X 0.8D X X cr- D. (' s5 w 6LA55 G1 src 16 x o.80 x, s 7 x 2 D L0a& 28 x a.50 x o, 2 S x Z Zv 1232 yCyuc-7HT x 0 x D. F6 X x X D 97 x 22o I G'03 50LAR TOTAL S+L PEOPLE Sb x 5 S a X 0.54 231 DO LATENT: 5d x 2 Sv x 0.54 L16HTS I X 3.40 X 0.10 X 1.5 yy/ r 3 7 j i JIP!IT INTERNAL TOTAL = 2(r-31 05A 5 g 5QX 1.065 X its _ S3 Ica&o 1 0434' x 0.68 x ZL 0. 5.A. TOTAL'-- 5c— iBLE TOTAL LATENT TOTAL = 3 (202 TOTAL ( EMS) = 74-L22 3 032- LEE (( ) - 1, S TONAL. UNlT(5) TON5 = 0, 2- r. 12-07-1990 03:04PM FROM GMP,I TO tA An I SAL ENGINEERING SCIENCES Consultants in: Geotecnnical Engineering • Threshold Inspection Environmental Sciences • Construction Materials Testing November 30, 1998 Darden Restaurants, Inc. 5900 Lake Ellenor Drive Orlando, Florida 32809 Attention: Mr. Joe Fard Reference-, Geotechnical Evaluation Proposed Olive Garden Sanford Town Center Sanford, Florida Project No. 70004-004-01 Report No. 38023 Dear Mr. Fard: CRHO P.01 Offices in Orlando Gainesville Fort Myers Rockledge St. Augustine Daytona Beach West Palm Beach- Jacksonville Ocala Tampa Debary RECEIVED DEC 0 3 t998 DESIGNjCONSTRUCTION Universal Engineering Sciences has completed the subsurface evaluation for the proposed Olive Garden Restaurant atthe Sanford Town Center in Sanford, Florida. The scope of our investigation was planned in conjunction with, and authorized by, you. We completed a geotechnical evaluation on the site in December 1994, and you have asked us to re-evaluate the site for any potential changed conditions. We understand that you propose to construct a new one-story restaurant on this site. The scope of the project is identical to that as proposed in December 1994. We compared the data presented in our December 1994 evaluation with current data. We performed four Dynamic Cone Penetrometer at shallow depths for evaluation of the density of the subgrade soils. The Dynamic Cone Penetrometer test was performed at 1-foot intervals in depth according to the procedures developed by Professor G. F. Sowers and Charles S. Hedges ASCE, 1966), The basic procedure for the Dynamic Cone Penetrometer test is as follows: A standard 1.5-inch diameter conical point is driven into the soil by a 15-pound steel hammer falling 20 inches. Following the seating of the point to a depth of 2 inches, the number of blows required to drive the sampler an additional 1,75 inches, is designated the penetration resistance, providing an index to soil strength and consistency. The conditions which we encountered in the current evaluation are the same as those encountered in the previous evaluation. The allowable bearing capacity, settlement predictions, and site preparation procedures recommended previously are still valid based upon the results of the current evaluation. Post -it" Fax Note 7671 Date/ 3` 7 / J5.5; pages To From ,Q Co./Dept. co. Phone tf Phone N Fax 9 Fax 3532 Maggie Blvd. • Orlando, F1 32811 • (407) 423-0504 • Fax (407) 423-3106 12-07-1998 03:05PM FROM GMRI TO r CRHO P.02 Darden Restaurants, Inc. Mr. Joe Fard Reference: Geotechnical Evaluation Proposed Olive Garden Sanford Town Center Sanford, Florida Project No. 70004-004-01 Report No. 38023 November 30, 1998 Page 2 We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully sub-mitted, UNIVERSa RNPINEERING SCIENCES, INC. Bruce H. 1'lsfairi,'P.E; P.E. No. 367 4--_ Manager, GeDCechnie l Engineering BHW:eas cc: Client (3) Attachment: Table (Log of Borings) 12-07-1998 03:05PM FROM GMRI TO CRHO P.03 Log of Borings Geotechnical Evaluation Proposed Olive Garden Sanford Town Center Sanford, Florida Project No. 70004-004-01 Report No. 38023 Depth Borrrt llo, tncFesoi61a'sce taara. DNulu AB-1 0 - 12 Brown to gray SAND 10 Southeast corner 12 - 48 Light brown to gray SAND 23 of building 48 - 72 Brown to gray SAND with silt 25+ GV1IT: 60-inches Estimated seasonal high groundwater Level: 48 inches AB-2 0 - 12 Brown to gray SAND 10 Southwest corner 12 - 72 Light brown to gray SAND 25+ of building GWT: 72-inches Estimated seasonal high groundwater level: 60 inches AB-3 0 - 36 Brown SAND 13 Northwest corner: 36 - 48 Light brown SAND 17 of building 48 - 72 Brown to gray SAND 25+ GWT: not encountered Estimated seasonal high groundwater level: 72 inches AB-4 0 - 12 Brown SAND 13 Northeast corner of 12 - 36 Light brown SAND 20 building 36 - 72 Brown to gray SAND 25+ GWT: not encountered Estimated seasonal high groundwater level: 72 inches ENGINEERING SCIENCES GEOTECHNICAL EXPLORATION PROPOSED OLIVE GARDEN RESTAURANT SEMINOLE TOWNE CENTER OUT -PARCEL TOWNE CENTER BOULEVARD SANFORD, FLORIDA PROJECT NO. 17324-011-01 REPORT NO. 44681 Prepared By: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 407) 423-0504 Consultants in: Geotechnical Engineering • Environmental Sciences - Construction Materials Testing Offices in: Orlando • Gainesville • Fort Myers • Merritt Island - Daytona Beach • West Palm Beach w./ U I` / E^ \,y p%/® L Offices In: Orlando Gainesville ENGINEERING SCIENCES Fort Myers • Merritt Island Consultants In: Geolechnical Engineering • January 4 1994EnvironmentalSciences • Construction Materials Testing y St. Augustine Daytona Beach West Palm Beach General Mills Restaurants, Inc. 5900 Lake Ellenor Drive P. O. Box 593330 Orlando, Florida 32859-3330 Attention: Ms. Loretta D. Reeves Site Development Administrator Reference: Geotechnical Exploration Proposed Olive Garden Restaurant Seminole Towne Center Out -parcel Towne Center Boulevard Sanford, Florida Project No. 17324-011-01 Report No. 44681 Dear Ms. Reeves: Universal Engineering Sciences, Inc, has completed the subsurface investigation of the site for the proposed Olive Garden Restaurant located in an out -parcel at the Seminole Towne Center Mall on Towne Center Boulevard in Sanford, Florida. The scope of our investigation was planned in conjunction with and was authorized by, you. This report contains the results of our investigations, an engineering interpretation of these with respect to the project characteristics described to us, and recommendations for foundation design, pavement design, and site preparation. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Lf/ Bruce H. Woloshin, P.E. Manger, Geotpehnical Ene j g nne n' eric , P.E. No. 37711 BHW/RKD: esj Vice President cc: Client ( 4) 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 r Project No. 17324-011-01 Report No. 44681 TABLE OF CONTENTS 1.0 INTRODUCTION ................................................ 1 1.1 GENERAL ................................................ 1 2.0 SCOPE OF SERVICES ................................... . ........ 1 2.1 PROJECT DESCRIPTION ..................................... 1 2.2 PURPOSE ................................................ 2 2.3 FIELD INVESTIGATION ....................................... 2 2.4 LABORATORY INVESTIGATION ................................ 3 3.0 FINDINGS ............................................. 4 3.1 SURFACE CONDITIONS ...................................... 4 3.2 SUBSURFACE CONDITIONS ................................. 4 4.0 RECOMMENDATIONS ............................................ 5 4.1 GENERAL ................................................ 5 4.2 GROUNDWATER CONTROL .................................... 5 4.3 BUILDING AND SIGN FOUNDATIONS ............................ 5 4.4 DUMPSTER PAD PAVEMENTS ................................. 6 4.5 PAVEMENTS ............... ; ...... I ....................... 6 4.5. 1 GENERAL ............................................ 6 4.5. 2 LAYER COMPONENTS ................................. 6 4.5. 3 STABILIZED SUBGRADE ............................... 7 4.5. 4 BASE COURSE ...................................... 7 4.5. 5 SURFACE COURSE .................................. 8 4.5. 6 EFFECTS OF GROUNDWATER 9 4.5. 7 CURBING .......................................... 9 4.5. 8 CONSTRUCTION TRAFFIC ............................. 9 4.6 SCREENING FOR SOIL CONTAMINATION ........................ 9 4.7 SITE PREPARATION ......................................... 9 4.8 CONSTRUCTION RELATED SERVICES .......................... 11 5.0 LIMITATIONS .................................................. 12 6.0 SUMMARY ................................................... 13 r Project No. 17324-011-01 Report No. 44681 LIST OF APPENDICES APPENDIX A SITE LOCATION MAP ........................................ A-1 F-Majoid, 091W.1-VBORINGLOCATION PLAN ..................................... B-1 BORING LOGS ............................................. B-2 SOILS CLASSIFICATION CHART ................................ B-3 DESCRIPTION OF LABORATORY TEST PROCEDURES ............... B-4 APPENDIX C IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT ....................................... C-1 CONSTRAINTS AND RESTRICTIONS ............................. C-2 u 1.0 INTRODUCTION 1.1 GENERAL Project No. 17324-011-01 Report No. 44681 In this report, we present the results of the subsurface investigation of the site for the proposed Olive Garden Restaurant in the Seminole Towne Center in Sanford, Florida. We have divided this report into the following sections: SCOPE OF SERVICES - Defines what we did FINDINGS - Describes what we encountered RECOMMENDATIONS - Describes what we encourage you to do LIMITATIONS - Describes the restrictions inherent in this report` SUMMARY - Reviews the material in this report APPENDICES - Presents support materials referenced in this report. 2.0 SCOPE OF SERVICES 2.1 PROJECT DESCRIPTION We understand you propose to construct an Olive Garden Restaurant facility on this site, together with associated parking and driveways, a trash/recycling enclosure, and a pylon sign. We were provided with an undated Preliminary Site Plan showing Scheme "D" for the restaurant. The parcel marked "Reserve Tract, 5.21 ac. ±" will be shared with a proposed China Coast Restaurant. A separate geotechnical engineering report is being prepared for the China Coast Restaurant. We used these documents in preparing our investigation. The proposed Olive Garden Restaurant will be a single -story, wood frame building with a wood truss roof system. Exterior planned dimensions are understood to be about 85 x 112 feet. The building will be supported by exterior and interior columns constructed along definite lines parallel to the long dimension of the building. Bay spaces are expected to be about 15 to 20 feet in each direction. The maximum combined live and dead loads supported by each column are estimated to be 15 to 35 kips. Three of the four perimeter walls are non -load bearing, although the walls will have a dead load estimated to be about 1 kip per lineal foot. The rear load bearing wall is expected to be subjected to maximum combined live and dead load of about 2 to 3 kips per lineal foot. Floor slab will support a minimum live load of 100 pounds per square foot. The exact amount of fill required on the site has not been provided, but only a nominal amount of fill in anticipated (1 to 2 feet). The maximum daily traffic volume used for design of the pavement section consists of 1,000 automobiles and five 18,000 pound equivalent axle loads (1 to 2 heavy trucks). The maximum daily traffic volume used for design of the parking. stall pavement section consists of 100 automobiles per stall and no heavy vehicles. The pavement sections were designed based upon a 20-year service life. Page 1 of 13 Pages Project No. 17324-011-01 Report No. 44681 The trash enclosure will be a covered or uncovered structure with 8-inch thick reinforced masonry block walls. Enclosures are typically 8-feet high and have exterior plan dimensions of about 12 to 20 feet in width and about 10 feet in depth. The sign will be a low-rise structure that is typically supported by a drilled pier or a ,spread footing. It is understood that the foundation bearing grade is usually 4 to 6 (±) feet below the adjacent ground surface to achieve sufficient overturning resistance and/or to provide adequate "development" of anchor bolts. Stormwater retention has not been a part of these studies. We have assumed that stormwater retention has been provided by an area -wide stormwater management system. Our recommendations are based upon the above considerations. If any of this information is incorrect or if you anticipate any changes, inform Universal Engineering Sciences so that we may review our recommendations. The site is located in an out -parcel at the Seminole Towne Center, currently under construc- tion in Sanford, Florida. A general location map of the project area appears in Appendix A: Site Location Map. 2.2 PURPOSE The purposes of this investigation were: to investigate the general subsurface conditions at the site; to interpret and review the subsurface conditions with respect to the proposed construction; and to provide geotechnical engineering recommendations for foundation design, pavement design, and site preparation. This report presents an evaluation of site conditions on the basis of traditional geotechnical procedures for site characterization. Our investigation was confined to the zone of soil likely to be stressed by the proposed construction. Our work did not address the potential for surface expression of deep geological conditions, such as sinkhole development related to karst activity. This evaluation requires a more extensive range of field services than performed in this study. We will be pleased to conduct an investigation to evaluate the probable effect of the regional geology upon the proposed construction, if you desire. 2.3 FIELD INVESTIGATION The subsurface conditions were investigated with nine rotary wash borings, advanced to. depths of 10 to 15 feet. We performed the Standard Penetration Test in each boring during Page 2 of 13 Pages Project No. 17324-01.1-01 Report No. 44681 drilling according to the procedures of ASTM D-1586, with additional samples taken to provide a continuous soil profile at shallow depths. The basic procedure for the Standard Penetration Test is as follows: A standard split -barrel sampler is driven into the soil by a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler 1 foot, after seating 6 inches, is designated the penetration resistance, or N-value; this value is an index to soil strength and consistency. The indicated locations and depths of the explorations should be considered approximate. Our drilling crew located the borings based upon estimated distances and relationships to obvious landmarks, using the proposed site plan and topographic survey provided. Jar samples of the soils encountered will be held in our laboratory -for your inspection for 60 days and then discarded„unless we are notified otherwise. 2.4 LABORATORY INVESTIGATION The soil samples recovered from the soil test borings were returned to our laboratory, where a geotech.nical engineer visually examined and reviewed the field descriptions. We selected representative soil samples for laboratory testing consisting of four Wash No. 200 sieve analyses. We performed these tests to aid in classifying the soils and to help to evaluate the general engineering characteristics of the site soils. See Appendix B: Boring Logs and Description of Testing Procedures, for further data and explanations. Page 3 of 13 Pages r 3.0 FINDINGS 3.1 SURFACE CONDITIONS Project No. 17324-01.1-01 Report No. 44681 A Universal Engineering Sciences engineer performed a visual site inspection of the subject property to gain a "hands-on" familiarity with the project area. From the site specific topographic information provided and from our site explorations, it is apparent that the site is flat. The site was clear with the exception of scattered weeds at the time of our explorations. We examined U.S.G.S. topographic quadrangle maps for relevant information, about the site. 3.2 SUBSURFACE CONDITIONS The boring locations and detailed subsurface conditions are illustrated in Appendix B: Boring Location Plan and Boring Logs. The classifications and descriptions shown on the Fogs are generally based upon visual characterizations of the recovered soil samples and a limited number of laboratory tests. Also, see Appendix B: Soils Classification Chart, for further explanation of the symbols and placement of data on the Boring Logs. Table 1: General Soil Profile, summarizes the soil conditions encountered. TABLE 1 General Soil Profile Typical Depth (ft.) Soil Descriptions 0 - 3 Loose to medium dense, gray to brown SAND SP] 3 - 15* Dense to very dense, gray to brown SAND with silt or clay to clayey SAND [SP, SP-SC] Termination of Deepest Boring Bracketed Text Indicates: Unified Soil Classification We did not encounter the groundwater at any of the borings at the time of our field exploration. Page 4 of 13 Pages r. 4:0 RECOMMENDATIONS 4.1 GENERAL Project No. 17324-011-01 Report No. 44681 The following recommendations are made based upon a review of the attached soil test data, our understanding of the proposed construction, and experience with similar projects and subsurface conditions. If the structural loadings, building locations, or grading plans change from those discussed previously, we request the opportunity to review and possibly amend our recommendations with respect to those changes. Additionally, if subsurface conditions are encountered during construction which were not encountered in the borings, report those conditions immediately to us for observation and recommendations. In this section of the report, we present our detailed recommendations for groundwater control, building and sign foundations, dumpster pad pavements, pavements, screening for soil contamination, site preparation, and construction related services. 4.2 GROUNDWATER CONTROL The groundwater table will fluctuate seasonally depending upon local rainfall. The rainy season in Central Florida is normally between June and September. Based upon our review of U. S.G.S. data and regional hydrogeology, our best estimate is that the groundwater table likely was close to the seasonal high level atihe time of our explorations. Slight additional rise is possible; however, this should not be a significant factor for most of the site development. At the retention pond, groundwater control might be necessary during extremely wet periods, during the placement of engineered fill to restore the required grades. In any case, we recommend that the groundwater be maintained at least 2 feet below all earthwork and compaction surfaces. After severe periods of rain, it is likely that surface water will migrate to the top of the dense clayey sand strata. This may result in a periodic perched groundwater condition. If significant amounts of material are not removed to reach final grade, we do not believe that the perched groundwater level will adversely effect the structure or pavements. The existing and estimated seasonal high groundwater tables at each location appear in Appendix B: Boring Logs. We recommend all foundation designs and stormwater retention analysis incorporate the seasonal high , groundwater conditions. 4.3 BUILDING AND SIGN FOUNDATIONS We recommend the proposed structures be supported on conventional, shallow spread foundations or a thickened edge monolithic slab, sized to exert a maximum soil bearing Page 5 of 13 Pages Project No. 17324-011-01 Report No. 44681 pressure of 3,000 pounds per square foot (psf). All foundations should be embedded at least 1. 5 feet below lowest adjacent grade (finished surrounding grade, for example). Further, maintain minimum foundation widths of 16 to 24 inches for strip and square footings, respectively, even though the maximum allowable soil bearing pressure may not be developed in all cases. We estimate the foundations will have a minimum factor of safety of two against bearing capacity failure. For the foundations designed as recommended and the site prepared according to the recommendations provided later in this report, we estimate that total settlement of less than one -inch and differential settlement of less half -inch might occur. 4.4 DUMPSTER PAD PAVEMENTS Dumpster pads and 20 feet in front of the pad should be constructed with 6 inches of Portland cement concrete placed on the subgrade prepared in accordance with the Site Preparation section of this report. Concrete should have a minimum 28-day compressive strength of 4,000 psi and have saw cut expansion joints on maximum 12 feet intervals. 4.5 PAVEMENTS 4.5. 1 GENERAL We recommend using a flexible pavement section on this project. Flexible pavements combine the strength and durability of several layer components to produce an appropriate and cost- effective combination of available materials. 4.5. 2 LAYER COMPONENTS We recommend using athree-layer pavement section consisting of stabilized subgrade, base course, and surface course placed on top of existing subgrade or a compacted embank- ment. Because traffic loadings are commonly unavailable, we have generalized our pavement design into two groups. The group descriptions and the recommended component thicknesses are presented in Table 2: Pavement Component Recommendations. The structural numbers in Table 2 are based on a structural number analysis with the stated estimated daily traffic volume for a 20-year placement design life and the loadings presented in the Project Description section of this report. Page 6 of 13 Pages Project No. 17324-01 1-01 Report No. 44681 TABLE 2 Pavement Component Recommendations Component Thickness (inches) Structural Traffic Group Number Stabilized Base Surface Subgrade Course Course Parking lots - 2.0 6 6 1.5 light duty Parking lots - 2.4 6 8 2.0 heavy duty Parking lots - light duty: auto parking area; 100 cars per day; light panel and pickup - trucks; average gross weight of 4,000 pounds Parking lots - heavy duty: entrance driveways; 1,000 cars per day; 2 trucks or less per day; with gross vehicle weight of 60,000 pounds i 4. 5:3 STABILIZED SUBGRADE We recommend that subgrade materials be compacted in place according. to the requirements in the "Site Preparation" section of this report. Further, stabilize the subgrade materials to a minimum Limerock ,Bearing Ratio (LBR) of 40 percent as specified by Florida Department of Transportation (FDOT) requirements for Type B or Type C Stabilized Subgrade. Further, the stabilized subgrade can be imported material or a blend of on -site soils and imported materials. If a blend is proposed, we recommend thatthe contractor perform a mix design to find the optimum mix proportions. 4. 5.4 BASE COURSE We recommend that the base course be either limerock or soil -cement. Limerock should have a minimum LBR of 100 percent and should be mined from an FDOT approved source. Place limerock in maximum 6-inch lifts and compact. each lift to a minimum density of 95 percent of the Modified Proctor maximum dry density. Page 7 of 13 Pages Project No. 17324-01.1-01 Report No. 44681 For a soil -cement base, we recommend that the contractor perform a soil -cement design with a minimum seven-day strength of 350 pounds per square inch (psi) on the materials he intends to use. Place soil -cement in maximum 6-inch lifts and compact in place to a minimum density of 95 percent of the Standard Proctor maximum dry density according to specifications in ASTM D-558. Place and finish the soil -cement according to Portland Cement Association requirements. Final review of the soil -cement base course should include manual "chaining" and/or soundings" seven days after placement. Shrinkage cracks will form in the soil -cement mixture and you should expect reflection cracking on the surface course. Perform compliance testing for either limerock or soil -cement to a depth of 1 foot at a frequency of one test per 10,000 square feet, or at a minimum of two test locations, whichever is greater. , 4.5.5 SURFACE COURSE In light duty areas where there is occasional truck traffic, but primarily passenger cars, we recommend using an asphaltic concrete, FDOT Type S-III, which has a stability of 1,000 pounds. In heavy duty areas, where truck traffic is predominant, we recommend using as asphaltic concrete, FDOT Type S-III or S-I, which has q minimum stability of 1,500 pounds. Asphaltic concrete mixes should be a current FDOT approved design of the materials actually used. Test samples of the materials delivered to the project to verify that the aggregate gradation and asphalt content satisfies the mix design requirements. Compact the asphalt to a minimum of 95 percent of the Marshall design density. After placement and field compaction, core the wearing surface to evaluate material thickness and to perform laboratory densities. Obtain cores at frequencies of at least one core per 3,000 square feet of placed pavement or a minimum of two cores per day's production. In parking lots, for extended life expectancy of the surface course, we recommend applying a coal tar emulsion sealer at least six months after placement of the surface course. The seal coat will help to patch cracks and voids, and protect the surface from damaging ultraviolet light and automobile liquid spillage. Please note that applying the seal coat prior to six months after placement may hinder the "curing" of the surface course loading to its early deterioration. Page 8 of 13 Pages Project No. 17324-011-01 Report No. 44681 4.5. 6 EFFECTS OF GROUNDWATER One of the most critical influences on the pavement performance in Central. Florida is the relationship between the pavement subgrade and the seasonal high groundwater level. Many roadways and parking areas have been destroyed as a result of deterioration of the base and the base/surface course bond. Regardless of the type of base selected, we recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 18 inches. 4.5. 7 CURBING We recommend that curbing around the landscaped sections adjacent to the parking lots and driveways be constructed with full -depth curb sections. Using extruded curb sections which lie directly on top of the final asphalt level, or eliminating the curbing entirely, can allow migration of irrigation water from the landscape areas to the interface between the asphalt and the base. This migration often causes separation of the wearing surface from the base and subsequent rippling and pavement deterioration. 4.5. 8 CONSTRUCTION TRAFFIC Light duty roadways and incomplete pavement sections will not perform satisfactorily under construction traffic loadings. We recommend that construction traffic (construction equipment, concrete trucks, sod trucks, garbage trucks, moving vans, dump trucks, etc.) be re-routed away from these roadways or that the pavement section be designed for these loadings. 4. 6 SCREENING FOR SOIL CONTAMINATION Soil samples collected from the borings were screened in the laboratory by an environmental soils technician for the possible presence of volatile organic compounds (VOCs) in the soils. The instrument used was an organic vapor analyzer (OVA) instrument capable of detecting organic vapor concentrations to a threshold of detection of approximately 1 part per million ppm). The instrument was used to screen the vapors collected in the void space within the glass sample jars, above the soil samples and below the lids. None of the samples exhibited contamination within the threshold of detection of the organic vapor analyzer (OVA) instrument used in the screening. Please note that these screenings were performed incidental to the geotechnical exploration. The techniques employed in the sampling do not meet the standards of the practice of environmental due diligence explorations. You may wish to perform a Phase I Environmental Assessment for additional information on potential environmental hazards. nammamm Page 9 of 13 Pages Project No. 17324-011-01 Report No. 44681 - 4.7 SITE PREPARATION We recommend only normal, good practice site preparation procedures. These procedures include: stripping the site of vegetation, proof -rolling and proof -compacting the subgrade, and filling to grade with engineered fill. While dewatering will not be necessary for most of the site, it might become necessary to dewater in the retention basin during extremely wet or rainy periods. A more detailed synopsis of this work is as follows: 1. If' required, perform remedial dewatering prior to any earthwork operations. 2. Strip the proposed construction limits of all grass, roots, topsoil, construction debris, and other deleterious materials within and 10 feet beyond the perimeter of the proposed building and in all paved areas. Expect clearing and grubbing to depths of 12 inches. Deeper clearing and grubbing depths may be encounteredin heavily vegetated areas where major root systems are encountered. 3. Proof -roll the subgrade with a heavily loaded, rubber -tired vehicle under the observation of a Universal Engineering Sciences geotechnical engineer or his representative. Proof -rolling will help locate any zones of especially loose or soft soils I not encountered in the soil test borings. Then undercut, or otherwise treat these zones as recommended by the engineer. 4. Proof -compact the subgrade from the surface by a medium weight vibratory roller (a 10-ton'roller, for example), until you obtain a minimum density of 95 .percent of the Modified Proctor maximum dry density (ASTM D-1557), to a depth of 3 feet below the base of the foundations in the building limits and to a 'depth of 3 feet below the bottom of the base course in the pavement areas. 5. Test the subgrade for compaction at a frequency of not less than one test per 2,500 square feet per foot of depth improvement in the building area. In paved areas, perform compliance tests on the stabilized subgrade for full depth at a frequency of one test per 10,000 square feet, or at a minimum of two test locations,, whichever is greater. 6. Place fill material, as required. The fill should consist of "clean," fine sand with less than 5 percent soil fines. You may use fill materials with soil fines between 5 and 10 percent, but strict moisture control may be required. Place fill in uniform 10- to 12-inch Loose lifts and compact each lift to a minimum density of 95 percent of the Modified Proctor maximum dry density. 7. Perform compliance tests within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or at a minimum of two test locations, Page 10 of 13 Pages Project No. 17324-011-01 Report No. 44681 whichever is greater. In paved areas, perform compliance tests at a frequency of not less than one test per 10,000 square feet per lift, or at a minimum of two test, locations, whichever is greater. 8. Test all footing cuts for compaction to a depth of 3 feet. Additionally, we recommend that you test one out of every four column footings, and one test per every 200 lineal feet of wall footing. Note: Very dense, partially cemented sands were encountered between 5 to 10 feet below existing grade. Excavations in this stratum may require_ significantly more effort than would normally be expected in Central Florida. Sand. 4.8 CONSTRUCTION RELATED SERVICES We recommend that the owner retain Universal Engineering Sciences to perform construction materials tests and observations on this project. Field tests -and observations include verification of foundation and pavement subgrades by monitoring proof -rolling operations and performing quality assurance tests on the placement of compacted structural fill and pavement courses. The geotechnical engineering design does not end with the advertisement of the construction documents. The design is an on -going process throughout construction. Because of our familiarity with the site conditions and the intent of the engineering design, we are most qualified to address problems that might arise during construction in a timely. and cost - elective manner. Page 11 of 13 Pages Project No. 17324-011-01 Report No. 44681 5.0 LIMITATIONS During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface, it is not possible for a geotechnical engineer to predict and address all possible problems. An Association of Engineering Firms Practicing in the Geosciences (ASFE) publication, "Important Information About Your Geotechnical Engineering Report" appears in Appendix C, and will help explain the nature of geotechnical issues. Further, we present documents in Appendix C: Constraints and Restrictions, to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. Page 12 of 13 Pages Project No. 17324-011-0.1 Report No. 44681 6.0 SUMMARY In summary, we understand you propose to construct an Olive Garden Restaurant facility on this site. We have performed field and laboratory investigations to provide geotechnical engineering recommendations for foundation design, pavement design, and site preparation. The soils encountered consist of "clean" sand (less than 5 percent soil fines), in some cases becoming mixed with increasing silt and clay below a depth of approximately 10 to 12 feet. The seasonal high groundwater table may range from approximately 14 feet below ground surface in the majority of the site. We recommend the proposed structure be supported on conventional, shallow spread foundations with allowable soil bearing pressures of 3,000 psf. Pavements should be designed as a function of the anticipated traffic loadings. We recommend using a three -layer pavement section consisting of stabilized subgr.ade, base course, and a surface course. All pavement designs should incorporate the effects of groundwater, ,irrigated landscape areas, and construction traffic. Screening of the soils for the possible presence of volatile organic compounds (VOCs) was performed using an organic vapor analyzer (OVA) instrument. None of the samples exhibited contamination within the threshold of detection of the organic vapor analyzer (OVA) instrument used in the screening. Since the techniques employed in the sampling do not' meet the standards of the practice of environmental due diligence explorations, you may wish to perform a Phase I Environmental Assessment for additional information on potential environmental hazards. We recommend only normal, good practice site preparation procedures to prepare the subgrade to support the structures and pavements. We hope this report meets your needs and discusses the problems associated with ,the proposed development. We would be pleased to meet with you and discuss any geotechnical engineering aspects of the project. Page 13 of 13 Pages LaTrailer ke J I IIJ,JZZja Monroe li i1L,s1i I& Josephs" U 27 I;.•. ikon. ; I <oa /( 1:;.,, I O n a a APPROXIMATE LOCATION 1 OF SUBJECT SITE S I , III(f/ %': JT- O' _•__• S °,^ True3 LakeStem 1' % - _ ^y''`;-' ct . 66 501 rr Az D / TT , k' 1000' 2000' I ca TAKEN FRO+,I "S= NFORp, FLORIDA 19 USCS 0U-.0.R%NGL_ ,IAP UNIVERSAL OLIVE GARDEN RESTAURANT SEMINOLE TOtiVIN CENTER SANFORD, FLORIDA S LOCATiON MA. i •'-.i _. APPENDIX B 0' 50' 100' J1t11V U, AUGER BORINC THIS P y._ Z Cl) In Cf) N L w a < u J p vl uj O z . w N r Y m O r Zo GW cc fn Z Y K W i Z Qw0 now Z Uz LL Z Off, LU rY LLJ J Qoz ZE7ZQ cn m W Q W m J C) 0 UNIVERSAL ENGINEERING SCIENCES Pq,_ N0: B L In UNIVERSAL ENGINEERING SCIENCES REPORT NO.: PROJECT NO.: 1 -01.1 -01732a7324 BORING LOG 44681 PAGE: B-2.1 ROJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-1 SHEET: 1 of 1 SECTION: TOWNSHIP: RANGE: G.S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE (ft): NE DATE FINISHED: 1 2/22/94 DATE OF READING: 1 2/22/94 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): 4.0 TYPE OF SAMPLING: ASTM D•1586 S S A BLOWS N Y ATTERBERG K ORGANIC DEPTH M M 200 NIC LIMITSPER6" (BLOWS/ W.T. DESCRIPTION IFT,/ CONTENT FT.) P B (%I I%I L INCREMENT FT.) 0 LL PI DAY) % E L Loose gray - brown fine SAND (SPI 344 8 4-6-7 13 medium dense 2 ','. 5..1.2..1.q.........2.6................ ..... 8....... ..._........... ............ ......... ..................................... Dense gray fine SAND; trace clay (SPI Dense gray fine partially cemented SAND12-16-20 36 SPIVIA 16-16-18 34 10 1.6, 1 6-35 51 Very dense light red - brown clayey SAND ISCI. Dense brown fine SAND [SPI 15 12.14-18 32 BORING TERMINATED AT 15.0' 20 25 30 53 nn..............................................................................................................................................................................I......................................... ................. ... UNIVERSAL ENGINEERING SCIENCES PROJECTNO.: 17324-011-01 BORING LOG REPORT NO.: 44681 PAGE: B-2.2 ZOJECT: OLIVE GARDEN RESTAURANT SEMINOLE TO14N CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-2 SHEET: I Of I SECTION: TOWNSHIP: RANGE: G. S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE (ft): NE DATE FINISHED: 12/22/94 DATE OF READING: 1 2122/91 DRILLED BY: U.E.S. ORLANDO EST. W.S.W. T. (ft): 4.0 TYPE OF SAMPLING: ASTM D-1586 DEPTH S A M L E PER 6" INCREMENT N BLOWS/ FT.) W. T. S Y M 0 L DESCRIPTION 200 MC IMITS fAERBERG' BLOWS K FT./ DAY) ORGANIC CONTENT SS I LL I PII1I1 O Loose gray - brown fine SAND [SP[ i 2-4-5 9 6-7-8 15 Medium dense gray - brown silty fine SAND; 1-1. trace clay [SMI 5 8_.1.8- 2.6--.-- 44................ dense.............................................................................. 1 2.22 23 45 Dense gray fine SAND; with clay (SP( Dense light gray fine partially cemented 16-20-25 45 SAND (SP[ 10 18-18- 21 3........ gray - brown 15 6- 23-20 43 8 fiSAND; silt Dense brown fine ; w IBORINGTERMINATEDAT15.0' 20 25. i._. 30 35 40 I I I i t so I UNIVERSAL ENGINEERING SCIENCES PROJECTNO.: 17324-011-01 BORING LOG REPORT NO.: 44681. PAGE: B- 2.3 ROJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-3 SHEET: 1 of 1 SECTION: TOWNSHIP: RANGE: G.S. ELEVATION Ift1: DATE STARTED: 12/22194 WATER TABLE ( t l: NE DATE FINISHED: 12/22/94 DATE OF READING: 1 2/22/94 DRILLED BY: U.E.S. ORLANDO EST. W. S.W.T. (ft): 4.0 TYPE OF SAMPLING: ASTM D-1586 S S A BLOWS N Y ATTERBERG K ORGANIC DEPTH M P PER 6- BLOWS/ W.T. M B DESCRIPTION 200 MC LIMITS FT./ CONTENT FT.) L INCREMENT FT.) O S61 1° 51 DAY) aia E L LL PI Loose gray - brown fine SAND (SPA 3-3- 4 7 medium dense 6-9- 12 21 2 Very dense light brown partially cemented 5 1. 7-26-24.. 50......................... fine SAND[SPj.................................................................................. 1 18- 16.18 34 gray - brown dense 20- 20- 26 46 6 26- 24- 24 48 10 40 15 16- 20- 20 BORING TERMINATED AT 15.0' 20 25 30 35 40 45 I V91 PROJECT NO.: 1 7324-011-01 UNIVERSAL ENGINEERING SCIENCES --- BORING LOG REPORT NO.: 44681 PAGE: B-2.4 10JECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE --' GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-4 SHEET: 1 of .1 SECTION: TOWNSHIP: RANGE: G. S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE (W: NE DATE FINISHED: 12/22/94 DATE OF READING: 12/22194 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): 4.0 TYPE OF SAMPLING: ASTM D-1586 S S A BLOWS N Y ATTERBERG K ORGANIC DEPTH M PER 6' B LOWS/ W.T. M DESCRIPTION 200 MC LIMITS FT./ CONTENT I FT.) L INCREMENT FT.) 0 DAY) E L LL PI 1 0 Loose gray - brown fine SAND [SPI 2- 5-4 9 medium dense X7-7-7 14 partially cemented x51-2-1-2-14.......26 dense IX20-22-26 48 very dense x20-29-36 65 dense 20- 23-25 48 10 10- 15-21 36 15 . . I ..... BORING TERMINATED AT 15.0' 20 . 25 30 . 35 . 40 . 45 so rya r , ems.-,a"•i UNIVERSAL ENGINEERING SCIENCES REPORT PROJECTNONO446.: 1 732a-011-01 24NO. BORING LOG 81 PAGE B-2.5 ROJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-5 SHEET: I Of SECTION: TOWNSHIP: RANGE: G. S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE (ftl: NE DATE FINISHED: 12/22/94 DATE OF READING: 12/22/94 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D-1586 A BLOWS N Y ATTERBERG K ORGANIC DEPTH M P PER 6' IBLOW S/ W.T. M B DESCRIPTION 200 MC LIMITS FT./ CONTENT FT.) L INCREMENT FT.) 0 n) DAY) E, L LL I PI I I 1 1 1 I I D Very loose brown tine SAND; with roots (SPI 1- 0-1 1 1 1-2-2 4 loose 5 3-5-5....... 10.... ........... gray - brown, without roots 5. 5-6 1 1 medium dense 6 6- 9-9 1 8 Medium dense gray - brown clayey SAND II x 5-10 9 19, SCI 10 BORING TERMINATED AT 10.0' 15 20 — 1 NIP' 011.01O.: 17324 UNIVERSAL ENGINEERING SCIENCES REPORT PROJECTN44324 BORING LOG 681 PAGE: B- 2.6 ROJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: B-6 SHEET: 1 Of 1 SECTION: TOWNSHIP: RANGE: a G. S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE ( ft): NE DATE FINISHED: 12/22/94 DATE OF READING: 1 2/22/94 DRILLED BY: U.E.S. ORLANDO EST. W. S.W.T. (ft): 4.0 TYPE OF SAMPLING: ASTM 0.1586 S S DEPTH IFT.) A M E BLOWS PER 6" INCREMENT N BLOWS/ FT.) W. T. Y M 0 L DESCRIPTION 200 1 MC 30l ATTERBERG LIMITS K FT / DAY) ORGANIC CONTEN 7 LL I PI Medium dense light gray - brown fine SAND SP1 2-4- 7 11 5—{......8.16- 20. 7-9-7 16 36................ dense........................................................................................................................................................................ Medium dense gray fine SAND; with clay SP1 13-15- 17 32 Dense gray partially cemented fine SAND i 12-17- 25 42 SPI 10 1 2. 20- 21 41 ................ gray - brown BORING TERMINATED AT 10.0' 15 20 25 30 35 40 I I PROJECT NO.: 1 7324.01 1 -01 UNIVERSAL ENGINEERING SCIENCES REPORT NO.: 44681 BORING LOG PAGE: B-2.7 OJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: AB-1 SHEET: 1 Of SECTION: TOWNSHIP: RANGE: G.S. ELEVATION Ift): DATE STARTED: 1 2/22/94 WATER TABLE (ft): NE DATE FINISHED: 1 2122/94 DATE OF READING: 12/22/94 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D-1452 S S A BLOWS N Y ATTERBERG K ORGANICDEPTHMM200f.1C LIMITS P PER 6" IBLOW S/ W.T. B DESCRIPTION (FT./ CONTENT E INCREMENT FT.) 0 (%) ( S) I LL I PI DAY) S 0— Gray -'brovvn fine SAND (SPI BORING TERMINATED AT 5.0' 10 .......................... ............... .......... ........... ................................................... ...... ......................................... .......... :... ..................... .......... ...... ........ ...... ............ ... ......... 1 F .............................................................................................................................................................................................................................:................................ UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 17324-011-01 BORING LOG REPORT NO.: 44681 PAGE: B-2.8 iOJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD, FLORIDA CLIENT: GENERAL MILLS RESTURANTS, INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: AB-2 SHEET: 1 Of 1 SECTION: TOWNSHIP: RANGE: G.S. ELEVATION (ft): DATE STARTED: 12/22/94 WATER TABLE Ift): NE DATE FINISHED: 12/22/94 DATE OF READING: 1 2/22/94 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D-1452 S S A BLOWS N Y ATTERBERG K ORGANIC DEPTH M P PER 6" BLOWS/ W.T. M B DESCRIPTION 200 MC LIMITS FT./ CONTENT FT.) INCREMENT FT.) O DAY) E LL I PI Gray brown fine SAND ISPI BORING TERMINATED AT 5.0' 10 15 20 25 30 J 35 40 45— i I I i 50 J PROJECT NO.: 17324.01 1 •01 UNIVERSAL ENGINEERING SCIENCES PROJECT NO 44624 BORING LOG REPORT 81 PAGE: B-2.9 PROJECT: OLIVE GARDEN RESTAURANT SEMINOLE TOWN CENTER SANFORD. FLORIDA CLIENT: GENERAL MILLS RESTURANTS. INC. LOCATION: SEE BORING LOCATION PLAN REMARKS: NE = GROUNDWATER NOT ENCOUNTERED BORING DESIGNATION: AB-3 SHEET: 1 of 1 SECTION: TOWNSHIP: RANGE: G.S. ELEVATION (ft): DATE STARTED: 12122/94 WATER TABLE (ft): NE DATE FINISHED: 12/22/94 DATE OF READING: 12/22/94 DRILLED BY: U.E.S. ORLANDO EST. W.S.W.T. (ft): TYPE OF SAMPLING: ASTM D-1452 S S A BLOWS N Y ATTERB ERG K ORGANIC DEPTH M PER 6' IBLOWS; W.T. M DESCRIPTION 200 MC LIMITS FT./ CONTENT L INCREMENT FT.) 0 DAY) 40 E L LL I PI I I I I I I I I I I I 0 Gray - brown fine SAND (SPI BORING TERMINATED AT 5.0' 10 15 20 25 35 40 45 - UNIVERSAL ENGINEERING SCIENCES SYMBOLS NL; mbar of Blows of a 140-ib Weight IIFalling30in. RsgtAred to Drtvs Standard Spoon on. Foot Weight of Drill Rats S Thin -Wall Shelby Tube Undisturbed Sampler Used 90% Percent Core Recovery from Rock Rec. Core -Drilling Operations Sample Taken at this Level Sample Not Taken at this bevel Change in Soil Strata Free Ground Water Level Seasonal High Ground Water Level RELATIVE DENSITY sand -silt) Very Loose - Less Than 4 Blows/Ft. Loose - 4 - 10 Blows/Ft. Medium - 10 to 30 Blows/Ft. Dense - 30 to 50 Blows/Ft. Very Dense - More Than 50 Blows/Ft. CONSISTENCY clay) Very Soft - Less Than 2 Blows/Ft. Soft - 2 to 4 Blows/Ft. Medium - 4 to 8 Blows/Ft. Stif - 8 to 15 Blows/Ft. Very Stiff - 15 to 30 Blows/Ft: Hard - More Than 30 Blows/Ft. KEY TO BORING LOGS u UNiFIED CLASSIFICATION SYSTEM I.GAOUP MAJOR DIVISIONS SYMBOLS I TYPICALNAMES J GW Well -graded gravels and grewF-sand mul-urea, lade or no lirws C7 r-r1l rh W O z W x Z d GP Peony graded gravels and prawlsend miicures. lirIQ or no fines wz GM Silty prevent. -,revel-sand-sift micwes Gc Clayey gravels, gravel-+erdKlay mixtwas Q 0 U 755 pp . r N SW I Well -graded sands and gmwlly sends, little or no floes SP I Poorly graded sands and gnewlty sends, little or no fines 01 SM sfty sends, send -silt mbdtres U_ SC I CkyI sands, send day mi dtres ML I Inorganic sifts, very Piro sands, rock flout, silty or dayvy fires sands in p N U f^ CL I Irore ervc days of low Co meditm Plasticity, grawlty days, sandy -days, silty days, ben days QL Organic Sltts and organic Slay days OfIp = w tow plasticity Z y MH Inorganic sifts. micaccots or dialomaoaors fire sends or sift, elastic Y sits as ah J CH IrorgervC days or.Ngh plasticiy, fat days OH I Organic days of medium to high plasticity Higivy Organic Soils PT Peet., muck and other Ngh1y, oigaric soils Bred on tru ff aww prinp me 3-4t (7Sq—) e+w PLASTICITY CHART eo i 40 10 7 ML er OL 4 1 i 0 10 18 20 30 40 so 80 70 80 90 10C 110 LAUD Ljun Project No. 17324-011-01 Report No. 44681 DESCRIPTION OF LABORATORY TESTING PROCEDURES WASH 200 TEST The Wash 200 test is performed by passing a representative soil sample over a No. 200 sieve and rinsing with water. The percentage of the soil grains passing this sieve is then calculated. IM IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be. their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays, cost -overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT -SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project -specific factors. These typically include: the general nature of the structure involved, its size and configuration, the location of the structure on the site and its orientation: physical concomitants such as access roads, parking lots. and underground utilities. and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems'. consult the geotechnical engineer to determine how any factors which change subsequent. to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one: when the size or configuration of the proposed structure is altered. when the location or orientation of the proposed structure is modified: when there is a change of ownership, or for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points w'..ere samples are taken, when thev are ta:,:en. FDa-a de -;Ned throu;h sampling and sub- sequent la'coratc :; tes-;ng are ex--apolated by geo- technical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activi-ly. and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engi^,eer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more 'gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothiria can be done to prevent the unanticipated. but steps can be ta.een to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through t':e construction stage, to iden- tify variances, conduct additional tests which may be needed. and to recommend solutions tc-problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly - changing natural forces. Beca,se a geotechnical engi- neering report is teased on conditions which existed at the time of subsurface exploration. construction decisions should not be based on a geotechnical engineering report whose adequacy may have peen affected ru time. Speak with the geo- technical consuluint to learn f additional tests are advisable before construction starts. Construction operations at or adjacentto the site and natural events such as flood_earthquakes or ground- water fluctuations may also a:`fect subsurface conditions and. thus, the continuing adequacy, of a geotechnical report. The geotechnical engineer should be kept apprised of any such events. and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil e:- ine--r may not be ade- quate for a construction con actor. or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes :r.dicated by the client. Use by any other persons for an:: purpose, or by the client for a differen: purpose, ma;; r_sulr in problems. No indi- vidual other ttlian the :aient shou'a .Ipp!u :his report for its intended purpose witirjut first r :'_mina with tn.e a_otechncal engineer. No rerson si,.ould apr' :'.S r:port;,rany purpose Other t Cii1 ti'.a: Or(gii?.1!!+J CJi?'era:' lied .i'ithour first •:On ferlir.g A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED'FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs. assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should'not under any circumstances be redrawn for inclusion in architectural or other design drawings. because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bidprepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all -too -frequent result. To minimize the likelihood of boring log misinterpreta- tion, give contractors ready access to the complete geotechnical engineering report prepared. or authorized for their use. Those who do not provide such access may proceed un- der the mistaken impression that simply disclaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem, geotechnical engineers have developed model clauses for use in writ- ten transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geo= technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition. ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published bu An Idulm> THE ASSOCIATION 0_qW10 INK OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733 B?::2^"0 3$05.1j RP 1.,0 100 A X Project No. 17324-011-01 Report No. 44681 CONSTRAINTS AND RESTRICTIONS WARRANTY Universal. Engineering Sciences has prepared this report for our client for his exclusive use, in accordance with generally accepted soil and foundation engineering practices, and makes no other warranty either expressed or implied as to the professional advice provided in the report. UNANTICIPATED SOIL CONDITIONS The analysis and recommendations submitted in this report are based upon the data obtained from soil borings performed at the locations indicated on the Boring Location Plan. This report does not reflect any variations which may occur between these borings. The nature and extent of variations between borings may not become known until'excavation begins: If variations appear, we may have to re-evaluate our recommendations `'after performing on - site observations and noting the characteristics of any variations. CHANGED CONDITIONS We recommend that the specifications for the project require that the contractor immediately, notify Universal Engineering Sciences, as well.as the owner, when subsurface conditions are encountered that are different from those present in this report. No claim by the contractor for any conditions differing from those anticipated in the plans, specifications, and those found in this report, should be allowed unless the contractor notifies the owner and Universal Engineering Sciences of such changed conditions. Further, we recommend that all foundation work and site improvements be observed by a representative of Universal Engineering Sciences to monitor field conditions and changes, to verify design.assumptions and to evaluate and recommend any appropriate modifications to this report. MISINTERPRETATION OF SOIL ENGINEERING REPORT Universal Engineering Sciences is responsible for the conclusions and opinions contained within this report based upon the data relating only to the specific project and location discussed herein. If the conclusions or recommendations based upon the data presented are made by others, those conclusions or recommendations are not the responsibility of Universal Engineering Sciences. C - 2 Project No. 17324-011-01 Report No. 44681 CHANGED STRUCTURE OR LOCATION This report was prepared in order to aid in the evaluation of this project and to assist the architect or engineer in the design of this project. If any changes in the design or location of the structure as outlined in this report are planned, or if any structures are included or added that are not discussed in the report, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions modified or approved by Universal Engineering Sciences. USE OF REPORT BY BIDDERS Bidders who are examining the report prior to submission of a bid are cautioned that this report was prepared as an aid to the designers of the project and it may affect actual construction operations. Bidders are urged to make their own soil borings, test pits, test caissons or -other investigations to determine those conditions that may affect construction operations. Universal Engineering Sciences cannot be responsible for any interpretations made from this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which will affect construction operations. STRATA CHANGES Strata changes are indicated. by a definite line on the boring logs which accompany this report. However, the actual change in the ground may be more gradual. Where changes occur between soil samples, the location of the change must necessarily be estimated using all available information and may not be shown at the exact depth. OBSERVATIONS DURING DRILLING Attempts are made to detect and/or identify occurrences during drilling and sampling, such as: water level, boulders, zones of lost circulation, relative ease or resistance to drilling progress, unusual sample recovery, variation of driving resistance, obstructions, etc.; however, lack of mention does not preclude their presence. WATER LEVELS Water level readings have been made in the drill holes during drilling and they indicate normally occurring conditions. Water levels may not have been stabilized at the last reading. This data has been reviewed and interpretations made in this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, C - 3 w:: - 40- Project No. 17324-01.1-01 Report No. 44681 temperature, tides, and other factors not evident at the time measurements were made and reported. Since the probability of such variations is anticipated, design drawings and specifications should accommodate such possibilities and construction planning should be based upon such assumptions of variations. LOCATION OF BURIED OBJECTS All users of this reportare cautioned that there was no requirement for Universal Engineering Sciences to attempt to locate any man-made buried objects during the course ;of this exploration and that no attempt was made by Universal Engineering Sciences to locate any such buried objects. Universal Engineering Sciences cannot be responsible for any buried man- made objects which are subsequently encountered during construction that are not discussed within the text of this report. TIME This report reflects the soil conditions at the time of investigation. If the report is not used in a reasonable amount of time, significant changes to the site may occur and additional reviews may be required. C - 4 CITY OF SANFORD, FLORIDA PERMIT NO. - { ` lC/ I DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME ADDRESS OF JOB /O 0 MECHANICAL CONTR. %Yi-i''/e,4%.J cSi4 Ef} RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK r6 COMPETENCY CARD NO. polver of Allorlity ttrohr U %lilett l rse .lrrsruls: rat EDWARD L. LEWIS, AS PRESIDENT OF AMERICAN FIRE & SAFETY SUPPLY CO., A FLORIDA CORPORATION Ira s Made, constituted and appointed, and by these presents do I »rake, constitute and appoint DAN BIANCHI as mytrue mid lawful attorney for ME and in MY rtatne, ` place and stead FOR THE PURPOSE OF GOING TO THE CITY OF SANFORD IN THE STATE OF FLORIDA, SO HE MAY CONTRACT AND OBLIGATE AMERICAN FIRE SAFETY'S LICENSE AND RECEIVE A PERMIT TO WORK IN THE CITY OF SANFORD IN THE STATE OF FLORIDA. giving arid granting unto MY said attontey full power arrd authority to do and petfonni all curd every act curd thing whatsoever requisite mid necessary to be done in and about the prenrisec ac fully, to all intents mid purposes, as I night or could do if pe sonally preserit, with fidl power of substitution and evocation% hereby ratifying and confinning all that my said attorney or HIS substitute shall lawfully do or cause to be done by virtue hereof. III witilezz myercut, I have hereunto set MY hand and seal ON the 17th day of August , in the year one thousand nine hundred and ninety-nine. + Sealed and delivered in the presence of AME I RE & SAFETY SUPPLY CO. I ` EDWARD L. LEWIS PRESIDENT A l U FLORIDA QL o ti ll t p of MARION C t Ja Ii 01 11 , 71ta( opt Ore 17 th day of August one thousand nine hundred and ninety-nine before rite, ANGELA R. kAMSEY NOTARY d A. Stt FLORIDA a to an for (fie a e of duly commissioned and stvom, dwelling in the CITY OF OCALA, COUNTY OF MARION Itersortally came and appeared EDWARD L. LEWIS to rite ptnonaily knor nt, and known to me to be the same person AS described in and who executed the within power of P at(ontey, and HE acknowledged the within power of anomey to be HIS act and deed III QjC % t d 111011 P y C CC 0 f f 1 have herrunto subscribed riry name and afJired riry seal of of fce the day and year lac( above writ(e t. OFFICIAL NOTARY SEAL Y F ANOELA R. RAMSEY COMMISSION NUMBER z" Q CC 799355 F MY COMMISSION EXP FEB. 19. 2003 j A ( A- k 16 /Y1 juilz (L S.) ANG R. EY