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201 French Ave #99-1040; NEW BUILDING
SUBDIVISION: ZONE DATE 11 1 CONTRACTOR Jl Lt Ci./Y?-d (.[ /t I1ITrr4die ADDRESS &poy 5' • " MCI,_ '3051 PHONE # q7a-3E2- 6-090 LOCATIONti2 OWNER C m''1 1 ADDRESS 21,Cl r PHONE # PLUMBING CONTRACTOR Q/ADDRESS PHONE # qq-t2o3 q— PERMIT # ty40 JOB Euc-t f. COST $ FEE $ STATE NO. FEE $ ELECTRICAL CONTRACTOR %k-ld 2 h FEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR 1 - j '1 S ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (^_) FINISHED FLOOR ELEVATION REQUIREMENTS (._) ARCHITECTURAL APPROVAL DATE: FEE $ // LOT NO. BLOCK: SECTION: SQUARE FEET: -S' J MODEL: OCCUPANCY CLASS: --- INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: y e /,? &-/b CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE o 0/ py P pSq.r 1999 1 : adpM FROM Clate of Florid, perTn1t Nu. .99-1040 1. qq ,-f,., p NOTICE OF COMMENCEMENT Tax Folio No. (PID) Cou.ary of ScraLgolr TTe un6cr'ip)e4 heroby gloms notiu thal improvement will bo ruade to eetuin real property, and in accordance With C'haptet 713, "loridi Sututcs, the following information is provldcd in this Notica o(Commene.ement. DESCRIPTION OF PROPERTY (Legal description of the property and saect addles) 201 French Ave., Sanford FL (See attached Addendum A for legal description of site) CE.NEP-kL DESCRIPTION OF IMPROYEM,ENT Construction of Burger King Fr OWNER INFO RMAT70N Name and address Burger i o _ pQration n 117777 Old Cutler Rd., Miami FL 33157 lotcresl in property (Fcc Simp1c, ParCscts}l p, etc,) Sole Corporate Proprietorship. Z— nr; C NAME AND KDDRLSS OF FEE SIMPLE TITLE HOLDER(IF OTHER TPAN OWNER) N/A V, o rr C CONTRACZOR Namc and address W & W Builders, Inc. , 208 S. Hill St. , Buford GA 30518 SUR.S.TY (Bonding Company) am and address N/A l o r r 7J Amouo( of Bond co o m oM LENDER Rio Name aad address N/A ^ C Pcmom within the St..,. of Florida designated by Owner upon whore notice or ot1,er doeumenu m+y be served u pro vidcd by section 71 ),I )(1 Xa)7Florida Statutes: Gary NameandaddressHardman, Burger King, 1500 Beville Rd., Ste. 006/250 Daytona Beach FL 32114-5644 In addioon to him!<1[, Owncr dcsigz4tes Billy E. Williams of W & W Builders, Inc. to rmcive a copy of the Lieoor's Notice as provided in Seeuon 713.13(1)(b), Florida Statvtw. 6 a a.. a a. a.a a. a..... ,...... 0 a .. a.... ..1 ...... ........... ............. Ezpiririnn Dale of Notice of Commencement _ I' bc expiration date is I yeas hm date srr=rding a dificrtn4 4telis speci E W 2Y " Day Fe uar 1.9.9, r"r r. 9- ary Public, GaeinnQb o•; GEt7 is ! 'S My Comm , on EzpiresTAyCommissionl xp}ree'1vI ,200i d:. m Q ,. I belor^ot!)q tnst7utncnt was acxnow(cagco ociom me this 5 day or Fe ary F9r 9 O 1 ar Hardman name of pcnon acknowicdgcd ,who is perso ally.koo to Pc or who hds produced (type of idcnuhcat on) aFidcnli(ic+(ion and who)llt: I did 00% take an oath> °•., ' W I N " 93, a dM at?+w l Certificate of Occupancy Addendum City of Sanford Engineering Department Other Department's comments not included on this sheet) Owner: Burger King Address 201 French Avenue Date 4/29/99 Reason for Disapproval: none Conditional Agreement: l . Grades at southern driveway should be re -checked by Engineer of record. The design proposed by the Engineer is acceptable but is to include a concrete valley gutter from the western limits of pavement work to the eastern side of the alley. (Work bonded) 2. Change out old lights posts to meet Certificate of Appropriateness (60 days). 3. The existing tree at the Corner of Third Street and French Avenue was to remain. Since this tree has been removed, a replacement tree is required similar to one at driveway on Third Street. 4. Clean inlets. 5. Stop bar at north driveway has been damaged by truck tires. Please re -stripe. 6. Install two additional "one way" signs on back side of alley fence per the plans ( 3 required). 7. Install vines at rear fence per plans. Approved by Engineering Department subject to acceptable completion of the above deficiencies within 30 days. W'11/1 3val-// #//, /- V/ / I F ASHA_ENG\Engr-Fi les\CertOucp\Burger.King. co. wpd 4- rr_.J"a ST i5 nf+Pa vcu l/ CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: LI I 5 ADDRESS:_ 6 I 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: Utilities/Cross Connection: Zoning Department: Public Works: U D) Z O-,G 915 60 V031A Aq art tao .cam 31CQ 3f9(qq10Cc 7 y B-, Ir CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: Q 01 c7( ADDRESS: ()I r--Y-641cll AC- CONTRACTOR/PROJECT NAME: f U222ez- JAJ 6 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. T o 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: Ott. r alMy PAPERWORK BURDEN DISCLOSURE NOTICE GENERAL- This information is provided pursuant to Public Law 96-51 1, (The Paperwork Reduction Act of 1980, as amended), dated December 11, 1980, to allow the public to participate more fully and meaningfully in the Federal paperwork review process. AUTHORITY - Public Law 96-511, amended; 44 U.S.C. 3507; and 5 CFR 1320 DISCLOSURE OF BURDEN - Public reporting burden for the collection of information entitled Post -Construction Elevation Certificate/Floodprooting Certificate" (FCMA Form 81-31 and 81-65) is estimated to average 12 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the forms. Send comments regarding the burden estimate or any aspect of the collection, including suggestions for reducing the burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W. 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0077), Washington, D.C. 20503. r 77 O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE Expires May31 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM p surance purchase requirement. ATTENTION: Use of this certificate does not pro a waiver of the flood in ' ' nt. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA:or LOMR). Instructions for compieting this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME - POLICY NUMBER 1 L y STREE ADDRESS (Inc ud' g Apt., Unit, Suite and/or B!dg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) t_oiS ,6ri,4,` , 3'10 8LocK Lk i te2 8, ERTKAFFcKW MAP t-,Flinc 5RN D CITY STATE ZIP CODE FL, AyA FQ911 F L. 3 Z 7 -7 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRMINDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION 2 I I -1C in O 4 l 1 in AO Zones, use depth) I- 11 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): X NGVD'29 U Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I -— I.L feet NGVD (or other FIRM datum —see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level A_ . 2( a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I 1112131.LO feet NGVD (or other FIRM datum —see Section B, Item 7). b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from. the selected diagram, is at an elevation of I I I I IJ .LJ feet NGVD (or other FIRM datum —see Section B, Item 7). c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I .LP feet above ® or below ( check one) the highest grade adjacent to the building. d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I.0 feet above or below (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? Yes No Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations:® NGVD '29 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on, the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on. Page 2.) 4. Elevation reference mark used appears on FIRM: Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: actual construction El construction drawings NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I I I IZ IZI . feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION, 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 . '< is not the "lowest floor" as defined in the community's floodplain management ordinance the, elevation of the building's "lowest t floor" as defined by the ordinance is: feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the Start of construction or substantial improvement" _ .,, FEMA Fonn 81-31, MAY 93 REPLACES ALL PREVIOUS EDfT10NS SEE REVERSE SIDE FOR CONTINUATION Y 1 SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Ai—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or!an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. l certify that the information in. Sections B and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. NEVIL A. CAMPBELL L.S. # 3355 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) VICE PRESIDENT AA ENGINEERING & SURVEYING, INC. TITLE COMPANY NAME 570 HORATIO AVE MAITLAND, FL. 32751 ADDRESS CITY STATE ZIP 407-677-1411 SIGNATURE DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: L6V.47-1C0J S' Ile l-edti /¢1-E .EA-SE6 QN `7?i P S 1 A6 7'Lff l f 9i' a ,(_P6;PN E uGitiE RiiVcCoR o fo 7, s v,c AC.17 fJn/d Afo i C-6AS 3 i va i Er S i i v. C yv iTY ,/'% 32 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION C:: E: :•:?i..i`!i`.'.:i:°.:`' BASE .•"' i!: Y'F: .....:: :...: ADJACENT REFERENCE ADJACENT BASE - FLOOD FLOOD .,' ELEVATION GRADE LEVEL ELEVATION REFERENCE LEVEL GRADE i:: .; .+ j ,:.. tt'[a•i':: 'ffCi' ':;ti ADJACENT:; i:;;. Yi':::ii;:';')[;::::)i::.<_.j;.• GRADE The diagrams above illustrate the points at which the'elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. e Page 2 ' f- THE NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt a floodplain management ordinance containing certain minimum requirements intended to reduce future flood losses. One such requirement is that the community "obtain the elevation of the lowest floor (including basement) of all new and substantially improved structures, and maintain a record of all such information." The Elevation Certificate is one way for a community to comply with this requirement. The Elevation Certificate is also required to properly rate post -FIRM structures, which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), for flood insurance in FIRM Zones Al-A30, AE, AO, AH, A (with Base Flood Elevations [BFE's]), V1-V30, VE, and V (with BFE's). In addition, the Elevation Certificate is also needed for pre -FIRM structures being rated under post -FIRM flood insurance rules. Use of this certificate does not in any way alter the flood insurance purchase requirement. The Elevation Certificate is only used to provide information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper flood insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Only a LOMA or LOMR from the Federal Emergency Management Agency (FEMA) can arnend the FIRM and remove the Federal requirement for a lending institution to require the purchase of flood insurance. Note that the lending institution may still require flood insurance. This certificate is only used to certify the elevation of the reference level of a building. If a non-residential building is being floodprooted, then a Floodproofing Certificate must be completed in addition to certifying the building's elevation. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the. insurance rating unless the community has been issued an exception by FEMA to allow floodprooted residential basements. INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate.is to be completed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al-A30, AE, AH, A (with BFE's), V1-V30, VE, and V (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also complete this form. For Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may also provide the information on this certification. SECTION A Property Information The Elevation Certificate identifies the building, its owner and its location. Provide the building owner's name(s), the building's complete street address, and lot and block number. If the property address is a rural route or PO box number, provide a legal description or an abbreviated location description based on distance from a reference point. SECTION B Flood Insurance Rate Map Information In order to properly complete the Elevation Certificate, it is necessary to locate the building on the appropriate FIRM, and record the appropriate information. To obtain a FIRM, contact the community or call 1-800-333-1363. The Elevation Certificate may be completed based on either the FIRM in effect at the time of the certification or the FIRM in effect when construction of the building was started. Items 1 - S. Using the FIRM Index and the appropriate FIRM panel for the community, record the community number, panel (or page) number, suffix, and Index date. From the appropriate FIRM panel, locate the property and record the zone and the BFE (or flood depth number) at the building site. BFE's are shown on a FIRM for Zones Al-A30, AE, AH, V1430, and VE; flood depth numbers are shown for Zone AO. Item 7. Record the vertical datum system to which the elevations on the applicable FIRM are referenced. The datum is specified in the upper right corner of the title block of the FIRM. Item 8. In A or V Zones where BFE's are not provided on the FIRM, the community may have established BFE's based on data from other sources. For subdivisions and other development greater than 50 lots or 5 acres, establishment of BFE's is required by community floodplain management ordinance. When this is the case, complete this item. Page 3 SECTION C Building Elevation Information Item 1. The Elevation Certificate uses a building's reference level as the point for measuring its elevation. Pages 5 and 6 of this Elevation Certificate package contain a series of eight diagrams of various; building types that are to be used to help determine the reference level. Choose the diagram that best represents this building, record the diagram number, and use the indicated reference level to measure the elevation as requested in Items 2a-d. Item 2. Depending on the property location's FIRM Zone, complete Item 2a, 2b, 2c, or 2d. Use the reference level shown in the appropriate building diagram as the point of measurement. As shown in the diagram on the back of the Certificate, for all A Zones, the elevation should be measured at the top of the reference level floor. For all V Zones, the elevation should be measured at the bottom of the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest tenth of a foot, or alternatively, unless prohibited by state or local ordinance, the reference level elevation may be "rounded down" to the nearest whole foot ("rounding up" is prohibited). Item 2(a). For structures located in FIRM Zones Al-A30, AE, AH, and A (with BFE's), record the elevation (to the nearest tenth of a foot) of the top of the floor identified as the reference level in the applicable diagram. Item 2(b). For structures located in FIRM Zones V1-V30, VE, and V (with BFE's), record the elevation (to the nearest tenth of a foot) of the bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram . Item 2(c). For structures located in FIRM Zone A (without BFE's), record the height (to the nearest tenth of a foot) of the top of the floor indicated as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. Item 2(d). For structures located in FIRM Zone AO, the FIRM will show the base flood depth. For locations in FIRM Zone AO record the height (to the nearest tenth of a foot) of the top of the floor identified as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. For post -FIRM buildings, the community's floodplain management ordinance requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood depth is not available, the community will need to determine if the lowest floor is elevated in accordance with their floodplain management ordinance. Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in measuring the elevations is different than that used on the FIRM, then convert the elevations in Items 2a-d to the datum used on the FIRM, and show the conversion equation under the Comments section on Page 2. Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be used for elevation determinations. In areas experiencing ground subsidence, the most recently adjusted reference mark elevations must be used for reference level elevation determinations. Item 5. Indicate if the reference level used in making the elevation measurement is based on actual construction or construction drawings. Construction drawings should only be used if the building does not yet have the reference level floor in place, in which case the Elevation Certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be needed once construction is complete. Item 6. Record the elevation measurement of the lowest grade adjacent to the building (to the nearest tenth of a foot). Adjacent grade is defined as the elevation of the ground, sidewalk, patio, deck support, or basement entryway immediately next to the structure. This measurement should be to the nearest tenth of a foot if this Certificate is being used to support a request for a LOMA/LOMR. SECTION D Community Information Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the NFIP. Otherwise, completion of this section is not required. Item 1. The community's floodplain management ordinance requires elevation of the building's "lowest floor" above the BFE. For the vast majority of building types, the reference level and the lowest floor will be the same. If the community determines that there is a discrepancy, record the elevation of the lowest floor. Item 2. Enter date. These terms are defined by local ordinance. . SECTION E Certification Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al-A30, AE, AH, A (with BFE's), V1-V30, VE, and V with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also sign this certification. In the case of Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may sign this certification. Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level diagram 6, 7 or 8 (Section C, Item 1), e.g., because of difficulty in obtaining construction or building use information needed to determine the Distinguishing Feature(s), the certifier must list the Feature(s) excluded from the certification under Comments on Page 2. The diagram number used for the Reference level must still be entered in Section C, Item 1. Page 4. 777 INSTRUCTIONS The following 8 diagrams contain descriptions of various types of buildings. Compare the features of your building with those shown inthediagramsandselectthediagrammostapplicable. Indicate the diagram number on the Elevation Certificate (Section C, Item 1) andcompletetheCertificate. The reference level floor is that level of the building used for underwriting purposes. NOTE: In all A Zones, the reference level Is the top of the lowest floor; In V Zones the reference level is the bottom of the lowest horizontalstructuralmember (see diagram on page 2). Agents should refer to the Flood Insurance Manual for instruction on lowest floor definition. DIAGRAM NUMBER 1 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSE,.ETC.); WITH OR WITHOUT ATTACHED GARAGE.' Distinguishing Feature - The first floor is not below ground level (grade) on all sides'. This includes "walkout" basements, where at least one side is at or above grade. (Not illustrated) HIGHER FLOORS IF ANY) 11 11 DIAGRAM NUMBER 3 ALL SPLIT LEVEL BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The lower level is not below ground level (grade) on all sides'. This includes "walkout" basements, where at least one side is at or above grade. HIGHER FLOORS HIGHER FLOORS IF ANY) (IF ANY) I 1 1 t I 1 I 1 1 1 1 1 I I UPPER LEVEL GRADE GRADE INTERMEDIATE LEVEL LOWER LEVEL REFERENCELEVEL TOP OF FLOOR DIAGRAM NUMBER 2 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The first floor. or basement (including an underground garage') is below ground level (grade) on all sides': HIGHER FLOORS IF ANY) FIRST FLOOR , RADE BASEMENT (INCLUDING UNDERGROUND GARAGE) REFERENCELEVEL TOP OF BASEMENT FLOOR 'I DIAGRAM NUMBER 4 ALL SPLIT LEVEL BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The lower level (or intermediate level) is below ground level (grade) on all sides'. HIGHER FLOORS HIGHER FLOORS IF ANY) (IF ANY) i 1 1 i 1 1 1 1 UPPER LEVEL GRADE GRADE INTERMEDIATE LEVEL LOWER LEVEL REFERENCE LEVEL TOP OF BASEMENT FLOOR') Under the National Flood Insurance Program's risk classification and insurance coverage, a floor that is below ground level grade) on all sides is considered a basement even though the floor is used for living purposes, or as an office, garage. workshop, etc. Page 5 Note: In all A Zones, the reference level is the top of the lowest floor; in V Zones the reference level is the bottom of the lowest horizontal structural member (see diagram on page 2). Agents should refer to the Flood Insurance Manual for instruction on lowest floor definition. DIAGRAM NUMBER 5 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones, the area below the elevated floor is open, with no obstruction to the flow of flood waters (open wood lattice work or readily removable insect screening is permissible). HIGHER FLOORS IF ANY) DIAGRAM NUMBER 7 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, SOLID NON -BREAKAWAY WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones, the area below the elevated floor is enclosed, either partially or fully, by solid non -breakaway wa!!s, Q contains equipment servicing the building. For V Zones only, the area is enclosed, either partially or fully, by solid breakaway walls" having an enclosed area greater than 300 square feet. For A Zones only, with an area enclosed by solid walls having proper openings,— and used only for parking, building access. or limited storage, use Diagram Number 8 to determine the reference level. HIGHER FLOORS IF ANY) E LEvATED IRST FLOOR ENCLOSEDAREA FREFERENCE LEVEL GRADE DIAGRAM NUMBER 6 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For V Zones only. the area below the elevated floor is enclosed, either partially or fully, by solid breakaway walls." When enclosed area is greater than 300 square feet or contains equipment servicing the building, use Diagram Number 7; this will result in a higher insurance rate. The enclosed area can be used for parking, building access or limited storage. HIGHER FLOORS IF ANY) DIAGRAM NUMBER 8 ALL BUILDINGS CONSTRUCTED ABOVE AN UNFINISHED SPACE, INCLUDING CRAWL SPACE. Distinguishing Feature - For A Zones only, the area below the first floor Is enclosed by solid or partial perimeter walls, is unfinished, and contains no equipment servicing the structure. The area can be used for parking, building access, or limited storage. HIGHER FLOORS Ili ANYI GRADE FIRST FLOOR REFERENCE CRAWL SRACE Openings '-- Under the National Flood Insurance Program's risk classification and insurance coverage, a floor that is below ground level (grade) on all sides is considered a basement even though the floor is used for living purposes, or as an office, garage, workshop, etc. Solid breakaway walls are walls that are not an integral part of the structural support of a building and are intended through their design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supportingfoundation. An area so enclosed is not secure against forceable entry. If the area below the lowest floor is fully enclosed, then a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certificationmaybeprovidedbyaregisteredprofessionalengineerorarchitectthatthedesignwillallowequalizationofhydrostaticflood forces on exterior walls. If neither of these criteria are met, then the reference level is the lowest grade adjacent to the structure. Page 6 593.117B (5/93) 9 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING**** DATE: Q (G- Y 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: Fire De t: v p Public Works: 7j,!0 Utilities/Cross Connection: Zoning Department: APR-26-99 MON .22:04 P.02 AA E 614NIRING & SURVEYING, INC. 10 HORATIO AVENUE, MAiTli"" Fil"ORIDA 32751 407-671-1411 FAX: 407-677-1406 DATE -412611999 TO: THt CITY 'OF SANFORD, . FLORIDA 141't . , 1. 1 1 t M .''TtI)IN6,D PAR! EN THIS LETTER, IS, JrO CERTIFY THAT TM BURGER KING 1,0CATO Af 4'Oi S.'REN ... WE61'X EN MEETS OR EXCEEDS rot 6-fY Oi,,,$ANFO", BUILDING CODE 6-79(RE, FINISHED FLO tibN9)llA9Ei)'-'ON THE FIELD INFORMATIONA )ELEVA 4\2" 3\1999 of RM. IF THERE ARE ANY Qvo .0 OT HESITATE TO CALL US. S IqNS, PLEASE 1) THANK YOU. NEV IL A. CAMPBELL PROFESSIONAL SURVEYOR MAPPER LS # 3355 Certificate of Occupancy Addendum City of Sanford Engineering Department Other Department's comments not included on this sheet) Owner: Burger King Address 201 French Avenue Date 4/29/99 Reason for Disapproval: none Conditional Agreement: 1. Grades at southern driveway should be re -checked by Engineer of record. The design proposed by the Engineer is acceptable but is to include a concrete valley gutter from the western limits of pavement work to the eastern side of the alley. (Work bonded) 2. Change out old lights posts to meet Certificate of Appropriateness (60 days). 3. The existing tree at the Corner of Third Street and French Avenue was to remain. Since this tree has been removed, a replacement tree is required similar to one at driveway on Third Street. 4. Clean inlets. 5. Stop bar at north driveway has been damaged by truck tires. Please re -stripe. 6. Install two additional "one way" signs on back side of alley fence per the plans ( 3 required). 7. Install vines at rear fence per plans. Approved by Engineering Department subject to acceptable completion of the above deficiencies within 30 days. W-Z,(//S l F ASHA_ENG\Engr-Files\CertOucp\Burger. King. co. wpd Certificate of Occupancy Addendum City of Sanford Engineering Department Other Department's comments not included on this sheet) Owner: Burger King Address 201 French Avenue Date 4/29/99 Reason for Disapproval: none Conditional Agreement: 1. Grades at southern driveway should 're -checked by Engineer of record. The design proposed by the Engineer is accep le but is to include a concrete valley gutter from the western limits of pavement wor to the eastern side of the alley. (Work bonded) 2. Change out /ep osts t eet Certificate of Appropriateness (60 days). 3. The existing Co er of Third Street and French Avenue was to remain. Since this tree hasv , a replacement tree is required similar to one at driveway on Third Street4. Clean inlets5. Stop bar at way has been damaged by truck tires. Please re -stripe. 6. Install two a"one way" signs on back side of alley fence per the plans ( 3 required). 7. Install vinesce per plans. Approved by ErXineening Department subject to acceptable completion of the above deficiencies within 30 days zwal/l l I F AS HA_ENG\Engr•Fi les\CertOucp\Burger. King. co. wpd WP TY OF SANFORD, FLORIDA CATION FOR BUILDING PERMIT PERMIT ADDRESS/ / l C l (, PERMIT NUMBER . Total Contract Price of Job (%U (%w Total Sq. fit. % Describe Work 0-111aj -el, Type of Construction Flood Pr ne (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION SVC (please attach printout from Seminole County) TAX I.D. NUMBER OWNER CQQ PHONE NUMBER jk ADDRESS K cljf CITY %f/%.1,W/ % . a r STATE ZIP l S 3 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP 04 ZIP ZIP CONTRACTOR 4 n a / %9 40 So z y PHONE NUMBER ADDRESS L'V,, /z/a ST. LICENSE NUMBER CITY Oe STATE ZIP 7;z- 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. 3 IU Z 15 b 0 U 7 b O a a 0 0 E x ro o Z r-{ H o -i C O u o ro m o 4J 4 a o a> > Za4E• gnature of Owner/Agent & Date Type or Print Owner/Agent Name Signature of Notary & Date i Official Seal,).,--- Co S A`ppliation Approv d BY: FEES: Building R dd,6 n _ Open Space Road Im PERMIT VALIDATION: CHECK ORIGINAL (BUILDING) YELLOW (CUSTOMER) D O O n rr D N W o n nature of Co,n't actor & Date o a `< 6l H H z Ty or Print Contractor's ame o 3 UJ-6v--t- 0 Si natur e,-f i3,ota=r-=y- icia l Re.aWA). cn 21"ALURLIC, STATE OF FLORIDA XpIRES: June 26, l _ Date: p2 3 Police Fire pact Ap (liic tion CASH DATE `7 BY PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) H t THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE w•,'nCasra r ,a+aa - ,3w 3 ^` x .a* •, a-"t-r"Y.i:' r"-wa+ A"' ," a r*s +, .., . _ Q yvwrw iT.l•.%',f/43-Y"z j423) 938 1511,; r Show P.O. Number on issued in accordance with the General Terms Invoice and all correspondence ions on the reverse side hereof and for and amount indicated. tomer Authority Date P.O. Number v 1183682 I FITCH JOHN I 1/13/9 JOC2277 or Dealer PAGE 2 1699 BURGER KING #TBD KENNETH W. SODAY, & COMPANY HWY. 17-92 & SECOND STREET DBA THE SIGN CENTER 7529 CURRENCY DRIVE SANFORD FL 32771 ORLANDO FL 32809 Iption SURVEY NO I Amount 1 N/A INTERIOR MENUBOARD NOT INSTALL!! RECEIVE AND DELIVER ONLY ALONG WITH THE NSLITE UNITS AND BRACKETS. STORE INDOORS!!! 4 N/A 1' X 2' WOODEN SIGNS @ 2' OAH DIRECTIONALS W/ METAL COL 1 N/A CLEARANCE SIGN HAN—D—MAN" MODEL 1 N/A 18" X 24" PAY HERE WALL MOUNTED 1 N/A 3 X 4 READERBOARD 1 N/A DRIVE—THRU MENUBOARD W/ SEP. ORDER CONF. UNIT PER POL SIGN DW CHARGES RELATED TO OBTAINING PERMITS/VARIANCES MUST BE ORTED BY A COMPLETED FORM CALLED 'DETAIL OF PERMIT UREMENT CHARGES'. A COPY OF THIS FORM IS ENCLOSED. OUT THIS INFORMATION WE CANNOT PROCESS YOUR INVOICE! CAUTION Plasti-Line Inc. NGE IN SPECIFICATIONS OR AMOUNT ASSOCIATED IS ORDER PERMITTED WITHOUT WRITTEN APPROVAL. BY Installation -Maintenance Department sti-Line, Inc. I asti-Line, Inc., P.O. Box 59043 Knoxville, Tennessee 37950.9043 423) 938-1511 ler is issued in accordance with the General Terms ructions on the reverse side hereof and for tion and amount indicated. J ractor 1699 KENNETH W DBA THE e 7529 CC,!L ORLANT_ scription _ F,= Field Service Purchase Order i! ` I Show P.O. Number on Invoice and all correspondence Authority Date P.O. Number FITCH JOHN I 1/13/9j JOC2277 a 1 r PAGE 1 BURGER KING #TBD HWY. 17-92 & SECOND STREET SANFORD SURVEY NO ZAWINGS AND ioz b?ECIFIED YOU ARE TO SECURE WHATEVER PERMITS E NEEDED IMMEDIATELY AND INFORM US AT 1-800-444-7446 WHEN RMITS ARE IN HAND. PERMITS MUST BE SECURED WITHIN 10 DAYS RECEIPT OF THIS PURCHASE ORDER, AND MUST BE SECURED PRIOR PRODUCT SHIPPING. STALL THE FOLLOWING SIGNS PER SPECIFICATIONS - SURVEY MOUNTING QTY REF. NO SIGN MODEL AND HEIGHT DRAWING NO. 1 N/A 6 X 6 DF LOGO 50PSF @ 15' OAH B16571 BURGER KING" ARE SENDING OUR STANDARD 17' OAH COLUMN. PLEASSE ADJUST IN E FIELD TO ACCOMODATE THE 15' OAH REQUIREMENT. 1 N/A 1 N/A NEON CHANNEL LETTERS 19" REMOTE B16131 READING "BURGER KING" 5 X 5 SF WALL LOGO 1 N/A oe X? SF WALL LOGO CAUTION CHANGE IN SPECIFICATIONS OR AMOUNT ASSOCIATED H THIS ORDER PERMITTED WITHOUT WRITTEN APPROVAL. i Plasti-Line, Inc. INo. 10070 B09202 10•M Plasti-Line Inc. By Installation -Maintenance Department CONTRACTOR FL 32771 Amount 74,T-Q MiC-Z.; rvj CTIJ- 1 cr9--) LO CD Lr) C\j 0 Ill iilw I'll 4111 ':11 ItNNW= f12- Fn April 1l6, 1999 1:25 PM Rick Bowles, Architect (407)422-4466 p.02 RICK BOWLES. ARCHITECT M GENEVA PLACE ORLANDO, FLORIDA 32901 A7k=-44W, April 16, 1999 To: Dan Florian Building Official City of Sanford Building Department Re: Burger King located at Holy 17-92 at 2nd St_, Sanford, Florida Dear Mr. Florian: I would like to inform you of a duple of changes to this project. 1. We specified decorative light poles and light fixtures for the site. However, due to the excessive fabrication time required and in the interest of obtaining a C.O., we propose to temporarily installed standard commercial type poles and lights. When the decorative light poles and light fixtures arrive the temporary poles and lights will be replaced. 2. The raised "Burger King" signage shown on the rear elevation of shoot A 2 is shown centered. It has been shifted off -center towards Hwy 17-92. Please let me know if you have any questions or comments. inZ' W"' Rick Bowles fray, April 16,1999125PM Rick Bowles, Architect (407)422-4466 Attention: Dian Florian Company: Sanford Bldg. Dept, Fax Number: 330-5677 Voice Number: From: Rick Bowles Company Rick Bowlcs, Architect Fax Number: (407)422-4466 Voice Number: (407)422-4466 Subject: Comments: Date: 4/ 16/99 Number of Pages: 2. 74 11/16' I 73 11/16" 12 7/16" 12 7 16" Q O ZI0 N BURGER KING DRIVE A„ COLUMN HEIGHT 00 1-11 REMOVE EYEBOLT & CAULK REPLACE W/ BOLT TO PREVENT WATER SEEPAGE PRIMARY LOGO SIGN 1 1/2-6 X 6 1/4" HEX M/B 4) & F.W. (SHIPPED W/ HDWR KIT) FORMED ESCUTCHEON BY SIGN SUPPLIER, INSTALLED BY ERECTOR) REMOVABLE END -FILLER FOR SERVICE RU ELECT. OUTLET TUBE COLUMN 1/2" CONDUIT HALF -COUPLING INSTALLED BY COLUMN SUPPLIER) WEATHER PROOF J-BOX BY ERECTOR) L~ Inwp t` < f--PEDESTAL WIDTH l of GRADE EMBEDMENT o ELEC. CONDUIT co LLIgCL ( BY ERECTOR) SLAB ---I WIDTH FRONT ELEVATION ALTERNATE INSTALLATION rPEDESTALLENGTH GRADE I--r SLAB -H LENGTH DIAMETER --i All ID 15' DA1401*1 A O.A.H. COLUMN CAISSON VERTICAL SLAB PEDESTAL CONCRETE EXCAVATION SIGN) HEIGHT MBEDDMENT CU. YDS. CU. YDS. DEPTH DIAMETER WIDTH LENGTH DEPTH WIDTH LENGTH 17 FT SLAB 105 7/18' 4'-3 1/6' 3'-0" 2'-0' 4'-U' 2'-0' 2'-0' 1.09 1.11 OUNDATIO FT CAISSON 105 7/16" 4'-3 1/8' 5'-0' 2'-6' 91 91 OUNDATIO 0 5 141 7/16" 4'-3 i/8' 3'-0' 2'-U* 4'-6' 2'-0' 2'-0' 1.09 1.11 OUNDA 20 ON 141 7/16' 4'-3 1/6' 5'-0' 2'-W 91 91 OUN 0 XDA 201 7/16' 4-3 1/jr3'-0' 2'-0 5'-0' 2'-0'2'-0' 1.21 1..22 25 201 7/16 4'-3 1/9' 5'-ff 3'-0' 1.31 1.31 OUNDA SIGN NOMENCLATURE 1. LAMPS: (6) 72T12 H/O CW 2. BALLAST: (1) JEFF. 256-1931 OR EQL. 3. CONN. LOAD: 4.3 AMPS 4. CIRCUITS: (1) 15 AMP 5. SERVICE SIGN BY: HINGED FACE 6. LIFTING WEIGHT: 315 LBS. APPROX. SIGN NOMENCLATURE (DRIVE THRU) (PER SET) 1. LAMPS: (2) 64T12 H/O CW 2. BALLAST: 1) JEFF. 256-272 (HI-N-DRI) 3. CONN. LOAD: 1.54 AMPS 4. CIRCUITS: (1) 15 AMP 5. SERVICE SIGN BY: SLIDING FACE 6. LIFTING WEIGHT: 80 LBS. APPROX. SUMMARY 1. TOTAL AMPS: 6.18 AMP 2. TOTAL CIRCUITS: (2) 15 AMP REFERENCE DRAWINGS 1. SIGN SIZE 6'X6' DF CP ® 50 PSF DWG #E-5125, E-5118 2. OPTIONAL COLUMNS: 17',20',25' DWG #E-5123 COLUMN NOMENCLATURE 1. MATERIAL: TUBE COLUMN A-500 GR. "B" OR "C" 2. WIRING ACCESS: HAND HOLE W/ COVER I 3. LIFTING WEIGHT: 25' O.H. - 631 LBS. I 20' O.H. - 386 LBS. 17' O.H. - 327 LBS. VERTICAL SLAB FOUNDATION SIDE VIEW ALTERNATE CAISSON FDN P/N: 00-00-004-8003 NOTE: THIS DESIGN IS APPROVED FOR A STRUCTURE USE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY TO BE PLACED AT----------------------------. PROHIBITED WITHOUT THE APPROVAL OF THE PLA S TI - LINE' INC. NOTE: THIS DRAWING REPLACES ENGINEER. THE ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED FOR A ---PSF WIND E-5178 P.O. BOX 59043 FORCE. THE FOUNDTION IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF KNOXVILLE, TN 37950-9043PSFPERFT. OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITABLE FOR THE SITE, THIS DOCUMENT ORIGINALLY ISSUED & SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS COPIED DSGNR: RRT DWG.BY: RRT CH'K BY. --- AND/OR TRANSMITTED ELECTRONICALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT. SCALE: --- DATE: 9 28 82 DATE: --- B 7/22/96 SBP 5558 B1- REDRAWN ON CAD;B2- ADDED NOTE -------- DESCRIPTION: INSTALLATION & FOUNDATION FOR 6'-0" X 6'-0" DF CP SIGN 50 PSFA10/30/89 SG 1066-2374 CUSTOMER: B URGER KINGREVDATEINITECNDESCRIPTIONOFCHANGE PROPERTY OF PLA S TI -LINE, INC. UNSPECIFIED RADII TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED SH T' OF3 DRAM/NG NUMBER: y ,/ jNOTTOBEDUPLICATED. l 5 R XX=t.03 XXX=t.0f5 ANGLES=t 1' PRIMAR ESCUTC MTG. Al' AVEX # 1 6C POP RIVET (6 SIGN SUPPLIEF NOTE: ERECTOI DRILL HOLES I MTG. ANGLES I TUBE CC SECTION A -A INSTALLATION PROCEDURE - JTING PLATE 1. DIG FOUNDATION AND SET REBARS AND CONDUIT AS I1NDICATED. 2. SET COLUMN AND POUR CONCRETE. LET HOLE 3. LIFT DRIVE THRU SIGN TO COLUMN AND MAKE ELECT. CONNECTION 4. POSITION DRIVE THRU IN PLACE AND WELD MOUNTING ANGLE. 5. LIFT PRIMARY LOGO SIGN TO COLUMN AND MAKE ELECT. CONNECTION 6. BOLT PRIMARY SIGN TO COLUMN WITH (4) 1-8 X 3-3/4" MACH. ING PLATE BOLTS A-325 SHIPPED ON SIGN. 7. TEST SIGN ELECTRICAL SYSTEM AND LIGHTING. 8. INSTALL ESCUTCHEON AS INDICATED WITH POP RIVETS PROVIDED. 9. REMOVE LIFTING EYEBOLTS FROM SIGN AND REPLACE WITH MACH. BOLTS 10. TOUCH UP SIGN BOXES WITH PAINT SUPPLIED BY SIGN SUPPLIED. RENGTH 11. CLEAN FACES AND ALL EVIDENCEOF INSTALLATION WORK. WITH SIGN W DRIVE THRU" SIGN READERBOARD SIGN 1" DIA. HOLE FOR PIPE NIPPLE BY ERECTOR) Z PROPERTY OF PLA S TI -LINE, INC. I UNSPECIFIED RADII ATn'T Tf) P h" n T T n T Try 7'P n =.015 R TOLERANCES: AXK-±.osNSIONS ARE IINCHES .0UNLasS OTHANCLES SPECIFIED PLA S TI - LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: RRT DWG.BY.• RR CH'K BY.• --- SCALE: - - - DA TE: 9128182 DA TE: - - - DascR PrroN: INS7'ALLA TION & FO UNDA TION FOR 6'-0' X 6'-0" DF CP SIGN 50 PSF CUSTOMER: B URGER KING SHT2 OF31 DRAWING NUMBER: 71 A 6571 FOUNDATION NOTES AND SPECIFICATIONS 1. ALL MATERIAL AND CONSTRUCTION PROCEDURES SHALL CONFORM TO THE FOLLOWING APPLICABLE STANDARDS: ASTM A-615 BILLET STEEL BARS (INTERMEDIATE GRADE) ASTM A-616 RE -ROLLED RAIL STEEL ASTM A-150 PORTLAND CEMENT ASTM C-33 AGGREGATES FOR CONCRETE ASTM C-94 READY MIXED CONCRETE 2. ALL CONCRETE SHALL BE MIXED & PLACED IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF THE PORTLAND CEMENT ASSOCIATION, AS SET OUT IN ITS PUBLICATION, "DESIGN AND CONTROL OF CONCRETE MIXTURES. 3. ALL CONCRETE, EXCEPT CONCRETE USED FOR BACKFILL SHALL DEVELOPE A MINIMUM COMPRESSION STRENGTH OF 3,000 PSI. THE MAX. SIZE OF COARSE AGGREGATE IN FOOTING BASE SLABS SHALL BE 1 1/2 WITH A MAXIMUM SLUMP OF 4" . THE MAX. SIZE OF COARSE AGGREGATE IN FOOTING PIERS SHALL BE 3/4" WITH A MAX. SLUMP OF 4" . ALL CONCRETE USED FOR BACKFILL SHALL DEVELOPE A MIN. COMPRESSIVE STRENGTH OF 2,000 PSI @ 7 DAYS. THE MAX. SIZE OF COARSE AGGREGATE SHALL BE 2" WITH A MAX. SLUMP OF 5". 4. BEFORE THE PLACING OF CONCRETE, ALL FOOTING EXCAVATIONS SHALL BE FREE OF WATER, SLUSH, & ALL FOREIGN MATTER.. 5. PREPARE FORM FOR PEDISTAL ONLY. BASE SLAB TO BE POURED AGAINST EARTH SIDES. 6. ALL HONEYCOMBED OR DEFECTIVE CONCRETE SHALL BE EXAMINED BY THE ENGINEER AND THEIR APPROVAL OBTAINED AS TO THE METHOD OF CORRECTION TO BE EMPLOYED. 7. ALL PERMANENTLY EXPOSED SURFACES SHALL BE FINISHED BY REMOVING PROTRUDING FINS AND SUCH OTHER PROJECTIONS. ALL EXPOSED, SURFACES SHALL BE RUBBED WITH A CARBORUNDUM BRICK OR STONE AND WASHED DOWN WITH CLEAR. WATER UNTIL FORM MARKS ARE. - REMOVED AND A SMOOTH SURFACE IS OBTAINED. 8. ALL FOOTING EXCAVATION TO BE CARRIED TO GOOD BEARING SOIL. THE SLAB DEPTH SHALL EXTEND A DISTANCE EQUAL TO DEPTH "T SHOWN SHOWN ABOVE TO UNDISTURBED VIRGIN SOIL, TO THE DEPTH OF THE FOOTING SHOWN HEREON OR TO A MINIMUM DEPTH REQUIRED BY LOCAL CODE TO MEET FROST LINE OR OTHER RESTRICTIONS, WHICHEVER IS GREATER. ALL EXCAVATION BELOW THE BOTTOM OF THE FOOTING SHALL BE BACKFILLED WITH 2O00 PSI CONCRETE, BUT EXCAVATION SHALL NOT EXCEED 10' WITHOUT THE APPROVAL OF THE ENGINEER. NOTE: WHEN DEPTH OF FOUNDATION IS INCREASED TO FROST LINE OR OTHER LOCAL RESTRICTIONS ADDITIONAL DEPTH SHOULD BE ADDED TO BASE SLAB ONLY. ER T Y OF PLA S TI -LINE, INC. I UNSPECIFIED RADII Tn Ph" nrrnr IrATRn =.015 R 9. ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A.C.I. 318-63) 10. THIS FOOTING IS DESIGNED FOR A GOOD SOIL WITH A 2:1 FACTOR OF SAFETY. GOOD SOILS ARE CONSIDERED TO BE: COMPACT, WELL -GRADED SAND AND GRAVEL, HARD CLAD, COMPACT WELL -GRADED FINE AND COARSE SAND, AND DECOMPOSED GRANITE ROCK AND SOIL. AVERAGE SOILS FOR WHICH THIS FOOTING IS NOT SUITABLE ARE: MEDIUM CLAY; LOOSE, COARSE SAND AND GRAVEL. POOR SOILS FOR WHICH THIS FOOTING IS NOT SUITABLE ARE: SOFT CLAY CLAY LOAM, POORLY COMPACTED SAND, AND CLAYS CONTAINING A LARGE AMOUNT OF SILT AND VEGETABLE MATTER. THE SOIL SHOULD DRAIN SUFFICIENTLY WELL SO THAT WATER DOES NOT STAND ON THE SURFACE. TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED XX=t.03 XXX=±.015 ANGLES=f 1' PLA S TI -LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSCNR: RRT DWC.BY.• RRT CH'K BY.• --- SCALE: - - - IDA TE: 9128182 DATE: - - - DESCRIPTION: INSTALLATION & FOUNDATION FOR w _ n" Y w _ n" n F ('' P .<' imv ,5n P.S F CUSTOMER: B URGER KING SHT3 OFI DRAWING NUMBER: 71 16571 571 t W-Z 11/Ib" POLE 4 1 T6 pl T.S. 4"X4"XI/4" q T PRE-N6 RED p q .• 516N FAGS , r4 V4° 1(1 I i/2" 6W3!!T tG A. O . I 4" PLATE lV pip _ I TIdW PIT ALL AROUND RAflE STEP DONN 1;ETA I L N. T.S. d< ° < d 1 r d _ in SIGN ELEVATION G = - O PROD: CLIENT: Ills JOB: 41010: 141(0 PATE i_ qq SCALE, 1/ 4''1=v'' BURGERKINGGzsNOTE: - 5. STRUCTURAL STEEL ASTM A36.STEEL PIPE: ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI RDSON 1. DESIGN WIND PRESSURE IN j j j CONFORMANCE W/ ASCE 7-95 140, MPH REGION. 8. ALL WELDING SHALL BE IN CONFORMANCE W// AWS 2. SOIL SHALL BE CLEAN SAND WITH A MINIMUM ALLOWABLE BRNG PRESSURE D1. 1 (LATEST EDITION) USING E70XX ELECTRbDES. ALL WELDS SHALL BE FULL PENETRATION WELDS AT AT ALL POINTS OF CONTACT UNLESS NOTED OTHERWISE. 1' r1ZY\\IG LrIA S5' FZEET OF 2000 PSF AND A MINIMUM ALLOWABLE LATERAL PASSIVE, E PRESSURE (FOR ISOLATED 7SUBMIT SHOP DRAWINGS OF STRUCTURAL STEEL FOR APPROVAL PRIOR TO FABRICATION. O FCOkIIDA 32W3 POLE) OF 800PSF/FT. h 3. CONCRETE: SHALL BE 3000 P.S.I. O 28 DAYS. 8:. PRE-ENG'RED SIGN FACE BY OTHERS. DELEGATE ENGINEER SHALL PROVIDEDESIGNDRAWINGS01) 425 - 4, OM 4. REINFORCINGSTEEL SHALL BE GRADE 60 PROVAL PD PRIOR TO FABRICATION, OR ERECTION. SHEE OF CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. r 'DATE: 2-7 J`` 7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQt*N1ENT: OWNER'S NAME' ADDRESS OF JOB A e MECHANICAL CONTRACTOR:S7/QC` RESIDENTIAL COMMERCIAL !/ Subject to rules and regulations of Sanford Mechanical Code NATURE OF WORK Valuation: G/y Application Fee: $10.00 By Signing this application I am stating that I am in compliance with City of Sanford Mechanical Code. Applicant Signa/ 0-in? States Licensee# k MECHANICAL CONTRACTOR'S AUTHORIZATION LETTER LICENSE HOLDER STATE LICENSE #= COMPANY NAME: I hereby authorize the ROBERT W. YOHO, JR FLORIDA #CACO16295 RESTAURANT HVAC SPECIALTY, INC. 2045 Broad Street BROOKSVILLE, FL. 34609 352) 544-1100 city of Sanford to issue permits and/or business/occupational licenses in the name of ROBERT W. YOHO, JR. signed by: David DeWoody authorized agent/employee). For the project: Burger King 201 S. French Ave., Sanford, FL Da e Signature Lice n Holder STFLTE OF: FLORIDA COUNTY OF: HERNANDO L +_ 4W Subscribed and sworn to before me on 3 by w ..• . My Commission Expires: NOTARY PUBLIC cVFLYN I. MAH UL011Td- L1)/`-1 shy Comm Exp. 7/19/2001 Bonded By Service Ins No. CC642696 yl Personally Known I 1 Other I.D. CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. ' . 7t0 DATE: THE UNDERSIGNED HEREBY -APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: OWNER'S NAME /b/-u G ADDRESS OF JOB MECHANICAL CONTRACTOR: LV RESIDENTIAL COMMERCIAIY Subject to rules and regulations of Sanford Mechanical Code Valuation: _ Application Fee: $10.00 By Signing this application I am stating that I am in compliance with City of Sanford Mechanical Code. A plicant Sign a re eni,22 States License# L_ DATE: BUSINESS NAME: CITY OF SANFORD FIRE DEPARTMENT FEES'FOR SERVICES PHONE #: 407-302-1091 PERMIT #: / Coo Gr rU 6 ADDRESS: Aue-- PHONE NUMBER: PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $.5U 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 j Prevention before any further services can take place. i /D. 7 , I certify that the above information is SSve //, O P7 _ true and correct and that I will comply1 44 with al applicable codes and ordinances of the City of Sanford, Florida. T. _ an ord Fire Prevention AppLc s S ature MECHANICAL CONTRACTOR'S AUTHORIZATION LETTER LICENSE HOLDER: ROBERT W. YOHO, JR FLORIDA #CACO16295 STATE LICENSE #= COMPANY NAME RESTAURANT HVAC SPECIALTY, INC. 2045 Broad Street BROOKSVILLE, FL. 34609 352) 544-1100 I hereby authorize the City of Sanford to issue permits and/or business/occupational licenses in the name of ROBERT W. YOHO, JR. signed by: For the project: Burger King David DeWood authorized agent/employee). 201 S. French Ave., Sanford, FL IOV-e yy Gv . Da Signature Licen Holder STATE OF: FLORIDA COUNTY OF: HERNANDO Subscribed and sworn to before me on A by My Commission Expires: NOTARAPUBLIC r"UF Fz. EVELYN I. JUDAH oA shy Comm Exp. 7/19/2001 N pARU'" n Bonded By Service Ins No. CC642696 Personally Known I 1 other I.D. CITY OF SANFORD MM APPLICATION FOR CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD DATE: 9 / "Z I' SITE IS PART OF: 0 DOWNTOWN COMMERCIAL HISTORIC DISTRICT OLD SANFORD HISTORIC RESIDENTIAL DISTRICT SITE ADDRESS: i W f V° cll @ 2 qc> L BUSINESS OR SITE NAME: 00F&T-=- R Ktg61 TAX PARCEL NO.: OWNER' S NAME: K K IU61 C 2S P, OWNER' S ADDRESS: L''1 l % O L-D col fz p . CITY:— R I.AM.I STATE: L- . ZIP CODE: 3 LS TELEPHONE: ( 1`04 ) 2S2- • 7i 1i M 1tJ WORK: APPLICANTS NAME: E I GK y5OyV L.ES , A RG 4l I FELT APPLICANTS ADDRESS: CITY. ©& L Aw Cho STATE: _ TELEPHONE: ( 401 ) *ZZ - !44 & VATOUN ZIP CODE: 3zEn_ Describe all changes in design, material, color, or location to the exterior of building & property. Attach additional pages if necessary. Submit a site layout or drawing for each request. IZ-. IL,'t c. I . 1 V /fit-+ o•J i 4. For the projects indicated, the following support data is required: Sample paint pallets for all paint color requests. Photographs of existing structure and impact areas. Full set of working drawings as required for building permits. NOTE: Approved Application is valid for 6 months. Application is subject to renewal by Historic Preservation Board. Approved Application Shall be Posted on Structure. Applicant' s Signature: Owner' s Signature:_ Minor Review Date: Six Month Review Date OFFICIAL USE ONLY Historic Preservation Board Meeting Date Complete: Incomplete: APPLICATION IS: DENIED 54 APPROVED APPROVED WITH CONDITIONS: pf S N,s a 4 APPLICATION FOR CERTIFICATE OF APPROPRIATEN CITY OF SANFORD P. O. Box 1788 Sanford, FL 32772 407) 330-5672 a. i - A.!' r!:? -A 'T-i l C` 1 r'? i L.-':i T'. . 1 L-. hf-r' . 1>L JL-_.Ls Z.-- F' (' tl- T\-r` 1-" Af c--_ Signature of Chairperson: HPB f8/951 Signature of Administrative Officicrf' ate: Date: /, 14 e- White Copy -Engineering & Planning; Yellow Copy -Building Dept.; Pink Copy -Code Enforcement; Gold Copy -Customer Mot.. v x. W & c' 0 \: }/ ƒ 12e. AIN s E'er AVE. NF eoeg k NG BAN F25fZp t FL. uRGE}2 fttJG SAi Fo tD, I.o ZtDi4 April 13, 1999 CITY OF SANFORD BUILDING DEPARTMENT TEMPORARY POWER BUILDING ACCESS To Whom It May Concern: This letter will serve notice that Burger King Corporation will not occupy the building until final inspections and certificate of occupancy is issued. ly,4 ON MANAGER BURGER KING CORPORATION • 1500 BEVILLE RD. 606/205 • DAYTONA BCH., FL. 32114 Phone: 904 252 4131 0 Fax: 904 254 5025 A DIAGEO Company CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ' o / -/.xcQ "C'G c Total Contract Price of Job Describe Work yad Type of Construction V p Ltd Number of Stories Number of Dwellings _ Occupancy: Residential Commercial i• y- Total Sq. Ft. Flood Prone (YES) Zoning _ Industrial LEGAL DESCRIPTION o,p // ` (please attach printout from Seminole County) TAX I.D. NUMBER P OWNER IOU ADDRESS CITY jj bvN_ TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY STATE STATE STATE PHONE NUMBER ZIP ` ZIP Atft NO ARCHITECT ADDRESS CITY STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOAll % CAG PHONE NUMBER ADDRESS . ^ r CL ST. LICENSE NUMBER CITY , STATE ZIP 35-P02 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 ofla 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 r- N, all work will be done in compliance with all applicable laws regulating Construction Viand 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 N, 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. b Q) U Z ro O N LL x 0 ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 1< m o ro n n cn cn a o N Signature of Owner/Agent & Date Signature of Cont actor & Date M w < Type or Print Owner/Agent Name T or Print Contractor s Name o x D ro Signature of Notary & Date Signature of Notary Date Official Seal) c I ARL _ NL K. RUMB EY NOTARY FUB1 !C, SFjq OF i pRinA DMY CO3M11MISSIO d # CC4i6424 a 3 _ r a'- 2• f 9 EXPIRES: lure 26, 1999 vEWa _ E r- Application Approved BY: W Date: FEES: Building Radon Police Fire Open Space Road Impact App is tion N a 44 o PERMIT VALIDATION: CHECK CASH DATE B N o M W N N a ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK COUNTY TAX OFFICE) GOLD (CO. ADMIN) o Z a E THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE REV DATE JINITI ECN PROPERTY OF PLASTI-LINE,INC 14'-0 5/16" 8 23/32 a 5'-2 31 /32" DESCRIPTION OF CHANGE UNSPECIFIED RADII TOLERANCES: ALL DIMENSIONS ARE IN INCNES UNLESS OTHERWISE SPECIFlED 015 R JM=*.Os .XXX=f.015 ANGLES=tT SIGN. S*PECS: 1. TOTAL CONN. LOAD: 9.6 AMPS 4.8 AMPS "BURGE" 4.8 AMPS "R KING" 2. CIRCUITS 1) 20 AMPS 3. TRANSFORMERS (2) JEFF.#721-441-400 4. SERVICED BY: REMOVING FACES & TRANSFORMER BOX COVERS 5. APPROX. WEIGHT: 17 LBS. PER LETTER CRATED 15 LBS. PER LETTER CRATED P/N: 00-00-004-6750 PLASTI-LINE, INC. P.O. BOX 59043 DSGNR: JHP DWG.BY: JHP CH'K BY: --- SCALE: --- DATE: 3-20-96 DATE: --- DESCRIPTION: INSTALL FOR REMOTE NEON LETTERS CUSTOMER: BURGER KING S H T 1 OF31 DRAWING NUMBER: B16131 WALL SECTION Electrode to splice 1. Match size of short sleeve with electrode size. 4 1 /2 L3/8 NUT (TYP) 2. Cut GTO sleeving long enough to extend from electrode to at least 6" into EMT. BLOCKING PROVIDED BY INSTALLER 3. Slide GTO sleeving onto cable. I 4. Slide short sleeve onto cable. 5• 5. Srtip GTO cable 1" and make connection between electrode and cable using a minimum of three twists. GTO CABLE SLEEVING„ SLIDES INTO j 6. Slide back short sleeve on electrode until it reaches internal EMT CONDUIT MIN. 6 ring pulling back GTO sleeving over short sleeve as for as U possible. ORANGE Electrode to Electrode OR WHITEW in7 1.Match size of endcaps with electrode size. FACE LETTERS SHIPPED WITH 36 " 2. Total length of GTO sleeving should be 1 —1 /2" less than length GTOLEADS, SLEEVING AND of GTO cable needed. to .link electrodes. EMTEMT COMPRESSION FITTING 3. At both ends, slice a smal tongue of sleeving for 1-3/4" long. IN PLACE. 4. Slide GTO cable inside sleeving and skin off 1" at each end make connections to electrode using a minimum of three twists. 5. At each end, slide end cap on electrode and cable keeping smallest tab of GTO sleeving between electrode and cable THIS 3/8 NUT USED TO LOCK ALLTHREAD until you reach the bottom. ROD DOWN TO RIVNUT. BRONZE BACK LETTERS SHIPPED WITH 3/8 RIVNUT IN PLACE. NOTE: NOTE: Water Proof All Holes In Wall w/ Silicone MTG. HARDWARE BUILDING CONSTRUCTION MASONARY WOOD METAL 3/8' BOLTS THROUGH WALL G G 3/8' LAG BOLTS W/LEAD SHIELDS X 3/8' LAG BOLTS G 3/8' TOGGLE BOLTS ovBLIMILY MOUNTING [DETAIL PROPERTY OF PLASTI—LINE,INC I UNSPECIFIED RADII I TOLERANCES' ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPEanm NOT TO BE DUPLICATED. =.015 R JM=*.03 .XXX=*.015 ANGLES--*V Use above details to replace any damaged neon. PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE TN 37950-9043 DSGNR: JHP DWG.BY: JHP CH'K BY: --- SCALE: — — — DATE: 3-20-96 DATE: --- DESCRIPTION: INSTALL FOR REMOTE NEON LETTERS CUSTOMER: BURGER KING S H T 2 OF 31 DRAWING NUMBER: B16131 DANGER HIGH VOYAGE WARNING....... RISK OF SIRE OR ELECTRIC SHOCK The neon sign must be installed or serviced by an approved qualified sign installer. If not properly installed, grounded or serviced, a hazardous condition could result with a risk of fire or electrical shock. Improper installation or service will void any warranty and liability of the sign manufacturer. The sign must be installed per these instructions, using only the electrical parts and components supplied or specified. The installation must be in total compliance with the National Electrical Code, the requirements of Underwriters Laboratory, Canadian Standards Association, and Applicable local codes. All high voltage transformers, fittings, conduit, and wiring shall be located where accessible and the transformers and conduit shall be securely fastened in place The accessibility requirements are a National Electrical Code requirement that must be followed. If accessibility is not provided by the owner notify your Plasti—line representative before starting the installation. GRND WIRE 14GA AWG GREEN 1/2 99 FLEX CONDUIT METALLIC HIGH VOLTAGE WARNING LABEL TO BE APPLIED TO ALL TRANSFORMERS AND PK HI —VOLT BOXES 120V SERVICE W/GRND PROVIDED BY G.C. PK HI —VOLT BOX W/GROUNDING CLIP 14GA GRND WIRE (GRN) , 3/8 FLEX METALLIC CONDUIT FRAGILE HANDLE WITH CARE The neon sign contains glass tubing. Please handle with care. Thank You 1. Uncrate si n components and inspect for damage notify Plas i—line of any problems. 2. Position full size template on the wall per elevations. Using the full size template locate position of mounting holes and electrical holes. Drill 1-1 /4" holes in the wall for electrical holes. Drill holes for mounting studs (see detail). 3. Attach EMT conduit to backs of letters, feeding GTO cable through EMT and making sure GTO sleeve extends a minimum of 6" into the EMT conduit. Cut EMT conduit only if required and ream cut ends to remove rough edges. 4. Attach studs to rivnuts in back of letter and install tightening nut (see detail). 5. Install letters on wall with GTO cable, EMT conduit, and studs extending inside the wall. 6. On backside of wall place connector and flexible conduit on EMT conduit and to PK Hi Volt box securely mounted to building. Make splice in GTO cable inside Hi Volt box following instructions shown on the cover of the box. A "Hazardous Voltage" decal must be on top or side of each Hi Volt box. Secure letters with hardware provided. Use blocking if required (see detail). 7. Securely mount the transformer and box in accesible area (see notes at left for minimum access requirements). Complete connection of GTO secondary electrical per wiring diagram. Wire 120v service to each circuit provided by others as shown in the wiring diagram. 8. Ground all electrical components with the wire provided per diagram. Use Plastic wire ties provided to secure ground wire to conduit. 9. Test light the sign. Clean site of all intallation debris. 10. Take photographs of front and backside of the wall and submit per the field service managers instructions. COMBINATION CONNECTOR 1 /2 — 3/8 1 /2 EMT CONDUIT ENLARGED ELECTRICAL COMPONENT DETAIL ALL SECONDARY ELECTRICAL TO BE SUPPLIED WITH LETTERS LINE, INC. I UNSPECIFIED RADII I TOLERANCES: ALL DIMENSIONS ARE W INCHES UNLESS OTHERWISE SPECIFIED nm =.015 R JM=*.03 I .xxx=*.Cl5 ANGLES=t r PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE. TN 37950-9043 DSGNR: JHP DWG.BY: J H P CH'K BY: SCALE: DATE: 3-20-96 1 DATE: DESCRIPTION: INSTALL FOR REMOTE NEON LETTERS CUSTOMER: BURGER KING S H T 3 OF 3 1 DRAWING NUMBER: B 1 6131 69 1/4 7 11/32 INSTALLATION INSTRUCTIONS: 125 SOLAR GRADE 1. LOCATE MENUBOARD POSITION (SEE SHT 3). POLYCARBONATE SLIDE 2. EXCAVATE. FOUNDATION AND POSITION CONDUIT IN MENU PANELS AS INDICATED., USE TEMPLATE PROVIDED TO POSITION ANCHOR BOLTS. BRACE ANCHOR BOLTS BEFORE POURING CONCRETE TO PREVENT MOVEMENT. LOCATION FOR 3. PULL 120 AC WIRE AND LEAVE 36" AT ENDS. OPTIONAL INTERNAL 4. UNCRATE SIGN AND MOUNTING STEEL ANDSPEAKERSYSTEM INSPECT FOR ANY DAMAGE. NOTIFY PLASTI—LINE455/8 AMERICAN SIGN IMMEDIATELY IF ANY IS FOUND. 5. INSTALL MOUNTING STEEL ON FOUNDATION, LEVEL AND PLUMB USING LEVELING NUTS. 6. LIFT MENUBOARD AND POSITION ON MOUNTING 5/8-1 1 STEEL. MAKE ELECTRICAL CONNECTIONS AND MOUNTING BOLTS SECURE WITH 5/8" BOLTS PROVIDED. 7. WIPE DOWN MENUBOARD WITH SOFT CLEAN CLOTH AND WATER. TOUCH UP CABINET ANDle EXTRUDED ALUM 3 X 3 X 3/8" STL. SUPPORT TUBES MOUNTING STEEL WITH PAINT PROVIDED. CABINET HOUSING PROVIDED MATERIAL 24 0 ELECT. SERVICE HOLE REAR SIDE) 1— MENUBOARD CABINET 1— MOUNTING STEEL ASSEMBLY FINISHED GPADE 1 — SET (4) 1 /2" X 24" ANCHOR BOLTS W/NUTS 1— ANCHOR BOLT TEMPLATE j _ --- 1 — CAN TOUCH—UP PAINT1-1I1—III ° ° s a —II I—II1-111—III—III-1I1-111-1I I e I1-1I It = I=1I11I11I e e ° — II — — - — =1I1 l III ELECTRIC_ AL SPECIFICATIONS G ° ° I I de ° 11- SIGN DRAWS 2.9 AMPS 120V, 60HzII8 a 1111I I ELECT. SUPPLY II III 1 REQUIRES (1) 15 AMP CIRCUIT 30 e e 111 l e d e C e ° e e III 1 /2" X u24" ea B ° 1 ANCHOR BOLTSS d III MI° II lll e e — III III ji1 " P/N: 00-00-005-1053 I-- III-=--24 PLASTI-LINE INC. 2 13/1 P.O. BOX 59043 CONC. FOUNDATION 48 12 KNOXVILLE, TN 37950-9043 FRONT VIEW SIDE VIEW DSGNR: SBP DWG. BY: SBP CH'K BY: y-- SCALE: — — — DATE: 6 1.6 97 DATE: — — — B 9/3/98 SBPJ 7040 UPDATED BASE PLATE PER CUSTOMER SPEC. RESIZED FOUNDATION ACCORDINGLY DESCRIPTION: B CJL S P K R P 0 ST INSTALLA5/5/98 SBP 6844 CHANGED TO SHOW 3RD GENERATION SPEAKERPOST AND MOUNTING TEMPLATE CUSTOMER: REV DATE INIT ECN DESCRIPTION OF CHANGEBURGER KING PROPERTY OF PLASTI—LINE,INC UNSPECIFIED RADII C DRAWING NUMBER: TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED J'SHT 1 0 r q- B 17523 NOTTOBEDUPLICATED. 1=.015 R .XX=*.03 XXX=t.015 ANGLES=t1' CONCRETE OUNDATION all i1028 N" "omm 0 49 13/32 SPEAKER' CONDUIT a FINISHED 14 GRADE 17 3/4 FsQ aoac 0 0 n 21 XL 0 0 t IMIS11 oll1=IIIa CURB LOCATIONa 18 —I MICROPHONE Z SPEAKER II INSTALLATION INSTRUCTIONS: 1. LOCATE SPEAKER POST POSITION (SEE SHT 3). 2. EXCAVATE FOUNDATION AND POSITION CONDUIT AS INDICATED. USE TEMPLATE PROVIDED TO POSITION ANCHOR BOLTS. BRACE ANCHOR BOLTS BEFORE POURING CONCRETE TO PREVENT MOVEMENT. 3. PULL SPEAKER WIRE AND LEAVE 48" AT ENDS. 4. UNCRATE SPEAKER POST AND INSPECT FOR ANY DAMAGE. NOTIFY PLASTI—LINE AMERICAN SIGN IMMEDIATLY IF ANY IS FOUND. 5. INSTALL SPEAKER POST ON FOUNDATION, LEVEL AND PLUMB USING LEVELING NUTS. 6. MAKE SPEAKER CONNECTIONS & TEST FOR FUNCTION 7. WIPE DOWN SPEAKERPOST WITH SOFT CLEAN CLOTH -AND WATER. TOUCH UP CABINET WITH. PAINT PROVIDED IF NEEDED. ELECTRICAL SPECIFICATIONS: 1. SIGN IS NON —ILLUMINATED AND HAS ONLY LOW VOLTAGE SPEAKER WIRING. ANCHOR BOLTS 1/2 X 18" LG. I d° 310 d 4 1 o 2 4 --- 14 1 1 SIDE VIEW FRONT VIEW LINE, INC. I UNSPECIFIED RADII rs-n =.015 R 13 11-1 / 0 0 o 0 O 1 /2 MOUNTING DETAIL TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED XX=t.03 XXX=t.015 ANGLES=t1' LARGE BOLT PATTERN FOR NEW INSTALLATIONS SMALL BOLT PATTERN FOR RETRO—FIT ON EXISTING FOUNDATIONS PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE TN 37950-9043 DSGNR: SBP DWG. BY: SBP CH'K BY: L-- SCALE: --- DATE: 6 17 97 [DATE: --- DESCRIPTION: M B& S P K R P O S T INSTALL CUSTOMER: BURGER KING SHT 2 OF DRAWING NUMBER: ^ 1752375^3 COMM. SYSTEM 59/ 1 /2CONDUI/ 120V ELECTRI AC L SUPPLY CONDUIT \ 71 1 /2 , • 120V ELECTRICAL SUPPLY CONDUIT / SPEAKER POST \ / / / 81 7 8 30.00' MENUBOARD SPEAKER POST / COMM. SYSTEM 21 CURB LINE / CONDUIT REMOTE SPEAKER PLACEMENT 120V ELECTRICAL SUPPLY CONDUIT / i 120V ELECTRICAL - /-- COMM. SYSTEM 21 SUPPLY CONDUIT - - - _/ - CONDUIT 0 o G / o • / 24 / •• / FOUNDATION CURBSIDE 120V ELECTRICAL SUPPLY MENUBOARD W/ SPEAKER CONDUIT CURB LINE MENUBOARD 5 1/2 1 1 /2 2 13/16 OPE CURBSIDE PLACEMENT 27 L I I- MwuI`1 I II`1V I Lmr L^ I L TI -LINE, INC. I UNSPECIFIED RADII ATED. =.015 R 1 3/32 7 4 PLCS) REMOTE SPEAKER PLACEMENT CURVED DRIVE THRU) RECOMMENDED LAYOUTS HAVE BEEN DETERMINED FOR MAXIMUM VISIBILITY WITHOUT CONSIDERATION' FOR SPECIFIC SITES. LAYOUTS MAY BE ALTERED AS NEEDED BY STORE OWNER. TOLERANCES' ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED XXat.03 XXX=*.015 ANGLES=*I• 15 PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE TN 37950-9043 DSGNR: SBP DWG. BY: SBP CH'K BY: --- SCALE: --- JDATE: 6 17 97 DATE: --- DESCRIPTION: M B& S P K R P O S T INSTALL CUSTOMER: BURGER KING S H T 3 O F DRAWING NUMBER: B 17523 Ic ENGINEER: Bob Taylor CUSTOMER: Burger King PROJECT: Menu Board COLUMN P/N: WIND SPEED (70-1 10) 80 MPH NO. COL. 1.000 SHAPE CENTROID TOTAL ITEM HEIGHT WIDTH FACTOR O.A.H. Wind Load HEIGHT AREA FORCE MOMENT sign 3.802 5.771 1.000 5.802 24.3 1.901 21.941 0.534 1.015 Base 2.000 2.000 1.000 2.000 24.3 1.000 4.000 0.631 2.180 BOLT CALCULATIONS BOLT BOLTS/ TENSION BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAMETERSTRESS TENSION Bose 2.180 2.813 4.000 3.489 0.500 20.000 3.927 VERTICAL SLAB MOMENT 2.180 FT. -KIP FORCE 0.631 KIP REFERENCE UBC 2907 TABLE 29-8 ASSUME SOIL CLASS #4 SW,SP,SM,SC,GM,& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH 150.000 PSF/FT. S 1 333.250 PSF SLAB DEPTH (d) 2.500 FT. SLAB WIDTH (b) 4.000 FT. SLAB THICKNESS 1.000 FT. AVERAGE HEIGHT h) 3.454 FT. A . = 2.34*FORCE (S 1 *b) 1.108 CALC. DEPTH 2.671 FT. MIN. THICKNESS w/o REBAR 4.840 IN. SORT(M* 12*6* 1.7*.75/(.178* 12*WIDTH) ACTUAL THICKNESS 12.000 IN. CONCRETE 0.370 YDS EXCAVATION 0.370 YDS MENUBOARD CALCULATIONS ENGINEER: Gene Letner CUSTOMER: Burger King PROJECT: Speaker Post COLUMN P/N: WIND SPEED (70-1 10) 80 MPH NO. COL. 1.000 SHAPE CENTROID TOTAL ITEM HEIGHT WIDTH FACTOR O.A.H. Wind Load HEIGHT AREA FORCE MOMENT sign 4.150 1.080 1.000 4.150 24.3 2.075 4.482 0.109 0.226 BOLT CALCULATIONS BOLT BOLTS/ TENSION BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAMETERSTRESS TENSION Base 0.226 11.000 • 4.000 0.092 0.500 19.000 3.731 VERTICAL SLAB MOMENT 0.226 FT. -KIP FORCE 0.109 KIP REFERENCE UBC 2907 TABLE 29-B ASSUME SOIL CLASS #4 SW,SP,SM,SC,GM,& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH 150.000 PSF/FT. S 1 333.250 PSF SLAB DEPTH (d) 2.500 FT. SLAB WIDTH (b) 2.000 FT. SLAB THICKNESS 1.500 FT. AVERAGE HEIGHT (h) 2.075 FT. A = 2.34*FORCE/(S1 *b) 0.382 CALC. DEPTH 1.141 FT. MIN. THICKNESS w/o REBAR 2.204 IN. SORT(M* 12*6* 1.7*.75/(.178* 12*WIDTH) ACTUAL THICKNESS 18.000 IN. CONCRETE 278 YDS EXCAVATION 333 YDS NOTE: THIS DESIGN IS APPROVED FOR A STRUCTURE TO BE PLACED AT--------------------- USE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT THE APPROVAL OF THE ENGINEER. THE ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED FORA 30_PSF WIND FORCE. THE FOUNDTION IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF 150 PSF PER FT. OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITABLE FOR THE SITE. THIS DOCUMENT ORIGINALLY ISSUED SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS COPIED AND/OR TRANSMITTED ELECTRONICALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT. LINE, INC. I UNSPECIFIED RADII I TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED TED. =.015 R .XXu*.03 XXXU*.015 ANGLES=*I* SPEAKER POST CALCULATIONS PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE TN 37950-9043 DSGNR: SBP DWG.BY: SBP ICHK BY: SCALE: - - - DATE: 6 17 97 DATE: --- DESCRIPTION: M/ B & S P K R P O S T INSTALL CUSTOMER: BURGER KING S H T 4. OF 4 DRAWING NUMBE B 17523 74 0/ 16 65 m or"; 16 II/ 32 42° INSTALLATION INSTRUCTIONS I. TEST LIGHT SIGN UPON DELIVERY & NOTIFY PLASTI-LINE OF ANY PROBLEMS. 2. UNCRATE SIGN AND OPEN FACE. 3. DRILL MOUNTING AND ELECTRICAL HOLES IN 'BALL.. 4. MOUNT SIGN ON WALL. ( SE MTG. HARDWARE TA°LE I REMOVE LIFTING ANGLE AND* REPLACE BOLT- 5. RUN ELECTRICAL TO SIGN AND TEST LIGHT. 6. CLEAN FACE AND SECURE. T. CLEAN JOBSITE OF ALL EVIDENCE OF INSTALLATION WORK. 8. INSTALLATION SHALL CONFORM TO THE NATIoNAt_ ELECTRIC CODE AND OTHER APPLICABLE LOCAL CODES. THE SIGN STRUCTURE SHALL BE GROUNDED IN THE MANNER SREC!F-ED BY THE N.E.C.. TYPICAL SECTION SIGN SPECIFICATIONS 1. LAMPS: ( 6 ) F72T12 CW/HO i 2. BALLAST: (1) 6 LAMP, 36 FT 3. VOLTAGE: 110 VAC 4. TOTAL CONN. LOAD: 4.3 AMPS MAX 5. CIRCUITS: 1- 20 AMP 6. SERVICE SIGN BY: HINGED FACE T. LIFTING WEIGHT; CRATED: 2T5 UNCRATED: 228 8. MAXIMUM DESIGN WINDLOAO: 35 PSF MTG. HARDWARE BUILDING CONSTRUCTION MASONARY WOOD METAL 3/8' BOLTS THROUGH WALL 3/8' LAG BOLTS W/LEAD SHIELDS X I I 3/8' LAG BOLTS I I X 3/8' TOGGLE BOLTS BL= ONLY I X INSTALLATION & FOUNDATION T ENGINEERING 900-00-003-2141 REV. ECN # DATE PLASTI-LINE, INC, 623 EAST ENORY ROAD P.O. BOX 5066 KNOXVILLF- TN 3T928-0066 DSGNR: S.G. IDWG. BY: S.G. CH'K BY: SCALE: NONE I DATE: 8-29-90 DATE: DEsc. INSTALL OF 6 X 6- WF SIGN CUSTCUa: BURGER KING SHEET I o I I°"""` B099671 I 50 6 %6 " 13 %6° n 62 13/6 12 %6 n I- 36 INSTALLATION INSTRUCTIONS 62 9/*" 2 13/116 0 I. TEST LIGHT SIGN UPON DELIVERY & NOTIFY PLASTI-LINE OF ANY PROBLEMS. 2. UNCRATE SIGN AND OPEN FACE. 3. DRILL MOUNTING AND ELECTRICAL HOLES 'N WALL. 4. MOUNT SIGN ON WALL. ( SEE MTG. HARDWARE TABLE ) REMOVE LIFTING ANGLE AND REPLACE BOLT.. 5. RUN ELECTRICAL TO SIGN AND TEST LIGHT. 6. CLEAN FACE AND SECURE. 7. CLEAN JOBSITE OF ALL EVIDENCE OF INSTALLATION WORK. 8. INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE LOCAL CODES. 'THE SIGN STRUCTURE SHALL BE GROUNDED IN THE MANNER SPECIFIED BY THE N.E.C.. TYPICAL SECTION SIGN SPECIFICATIONS I. LAMPS: ( 5 ) F60TI2 CW/HO 2. BALLAST. 1 1) 5 LAMP, 25 FT 3. VOLTAGE: 110 VAC 4. TOTAL CONN. LOAD: 3.9 AMPS MAX 5. CIRCUITS: 1- 20 AMP 6. SERVICE SIGN BY: HINGED FACE 7. LIFTING WEIGHT; CRATED: 223 UNCRATED: 167 8. MAXIMUM DESIGN WINDLOAD: 35 PSF MTG. HARDWARE BUILDING CONSTRUCTION MASONARY WOOD METAL 3/8' BOLTS THROUGH WALL 3/8' LAG BOLTS W/LEAD SHIELDS C 3/8' LAG BOLTS C 3/8' TOGGLE BOLTS HOLBLOCKW OKY t INSTALLATIQN &. FOUNDATION lF-L TC 1 11° ENGINEERING 1*00-00-003-0925 REV. ECN # DATE PLASTI-LINE, INC. 623 EAST EMORY ROAD P.O. BOX 5066 KNOXVILLE, TN 37928-0066 DSGNR: S.G. DWG. BY: S.G. CH'K BY: , SCALE: NONE DATE: 8-29-90 DATE: DESCi INSTALL OF 5 X 5 WF SIGN CUSTOMER, BURGER KING SHEET ( OF I I DRAWING NO. B09202 u 1 PRE-1rN69QED 11 4 V4 o e ` V4 ea. O.C. e /4• T'L.ATo M T.S. 6"X6"Xt/4"- A" A A2M sR . i - 5Tr=p . D0AN DETAIL i a A T0-* PT6 5.16-N--ZLEVATI6-N t ; V CLIENTS. J06+ ... JDATE ISCALEsautRIN6 C SONNO1E: - A1 5JF ,15W- %W3 SUM PEE: 1..OESIGN WIND -PRESS-PRESSURE ASiil A53 GR. RE IN 8 SQIWtE TUBE:I6IFp= 48 CONFORMANCE W/ ASCE 7-95 140 8. ALL WELDING SHALL BE IN WAKE W AWS IAPH REGION. / m1 [ IriaN)-tisa+s--E7f=-et eeES.. _ .:__.. i ' ii' 2 SOIL SHALL BE CLEAN SAND WITH ,. ALL WE1D6 SFV1L 8£ FIAl PEHETRAz WELDS AT A #ABAARIM ALLOWABLE- SIG' PRESSURE AT ALL POINTS OF CONTACT UNLESS NOTEI OTHERWISE. DF_2ooD..PSE ..AN A J6t 'G e rtirew c L31 ZELHA 51 REE? LATERAL PASSIVE PRESSURE ( Floa I9 TFD FOR APPROVAL P AMCATITN. ORLANDO MCMDA 329M POLE) Of 600 PSF/FT.' . 3. C SHALL -SE •3000 P.SJ. O 28 DAYI . S.. PRE=DK,-R Ti s",.FACF_ BY..-flDM :o—c[MM (401) 425 - 4 t M .. " PR'M oEsfcN OR oRnWlnc$ 02 I 4. REINFORCING STEED. SHALL BE GRADE so CPRIOwTo N N cnoN SAL SNEET r" t CITYY ` OF SANFORD ELECTRICAL APPLI ATION PERMIT NO. q ' / P 63 DATE: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELEIff L WORK: OWNER'S NAME: ADDRESS OF JOB ` I NE e, C) ELECTRICAL CONTRACTa; t` " ` / t"e4 NON-RES_ Subject to rules and regulations of the city electrical code: Number Amount New Residential Amp. Service New Commercial Amp. Service Alteration, Addition, Re air Change of Service Residential Commercial Mobile Home Other Description of Work Application Fee $10.00 Total By signing this application I am stating I am in compjfapXwitbAeAty Electrical A pnganus.wgnature States License# CITY OF SANFORD. FLORIDA Z/OPERMITNO e- DATE 2 Zig THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: / OWNER'S NAME ADDRESS OF JOB PLUMBING CONTR. Iwoc Res. _ Comm._ 75 Subject to ru es and regulations of Sanford plumbing code. Residential: I Number Alteration, Addition, Repair I Amount ' New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr Water Piping Gas Piping rFactory-built housing Mobile Home 777 Application Fee Minimum Commercial Permit: S25. oo Total v 116 COMPETENCY CARD NO 77 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: Tw<f, Owner/Contact Person: Address: 2 C) 1?,-.ACfy /9V,c 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: CONNECTION FEE CALCULATION: Date: hone: Ar4 r( ,Qeh S7,c j Name - Signature - Date REVISED 12/23/97 Equivalent Residential Connection (ERC) - 300 Callons Per Day (GPD) Residential 650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or. more. 487.S0/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 751 - 225 GPDofthewaterandsewerservice. of an averagesinglefamilyunit.) Commercial 650/ERU Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for _____ connectiorr-and- I - to twenty (2)-fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined byincrementsof25% based on multiples of five (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections . 270 Gallons Per Day (GPD) Residential - 51700 Unit -.single family structure, or multi -family unitcontainingthree (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. '(This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand sewer service.. of an average single family unit.) Commercial,- Industrial - Institutional1700/ERU.Fixture unit schedule from Southern Plumbing Codewill .be used. .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 251basedonmultiplesoffive (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (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.) G? 20 t IABLL /Uy.I DRAINAGE FIXTURE IINITs Gna FIYT110rc AKM n-,, - FIXTURE TYPE Automatic clothes washers, commercials Automatic clothes washers, residential Bathroom group consisting of water closet, lavatory, bidet andbathtuborshower Bathtub, (with or without overhead shower or whirlpool attachments) Bidet DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS 3 2 6 2 2 2 1 2 1/2 0 MINIMUM SIZE OF TRAP (inches) 2 2' 11/2 I/4Combinationsinkandtray _ _ Dental lavatory Dental unit or cuspidor Dishwashing machine c domestic 11/2 11/4 11/4 1 t/2Drinkingfountain Emergency floor drain Floor drains Kitchen sink, domestic Kitchen sink, domestic with food waste grinder and/or dishwasher 1/4 2 2xCo= 11 2 2 11/2 2 11/2Laundrytray (1 or 2 compartments) 2 11/2Lavatory 11/4Showercompartment, domestic 2 2 k 7 = / c4 4 >,- I ` 2e 4c 4 2Sink Urinal Urinal, l gallon per flush or less Wash sink (circular or multiple) each set of faucets 11/2 Footnote d Footnote d 11/2Watercloset, flushometer tank, public or private Footnote dWatercloset, private installation Footnote dWatercloset, public installation For SI: I inch = 25 d .. _ t .,. n-_ _ -ioc r Footnote d. For traps larger than 3 inches, use Table 709.2. 1 / C, 7 b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of device withdTrapsizeshallbeconsistentwiththefixtureoutletsize. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unitareconfirmedbytesting. DRAINAGE FIXTURE UNITABLE 709.2* TS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) 11/4 11 /z 2 21 /2 3 FGr e S 4 For Sl: 1 inch = 25.4 mm. DRAINAGE FIXTURE UNIT VALUE 1 2 4 5 6 intermittent flows nless the lower values ' Standard Plumbing Code4g)1997 7 Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME -BURGER KING ADDRESS: HWY 17-92 & 2ND ST SANFORD, FL OWNER: _BURGER KING CORP AGENT: BUILDING TYPE: _Restaurant < 100 People CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: 2934 PERMITTING OFFICE: ORANGE COUNTY CLIMATE ZONE: 50. PERMIT NO.*i ( - In j,0 JURISDICTION NO: (tft MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 41 COMPLIANCE CALCULATION: NUMBER OF ZONES: 1 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 68.23 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 11.00 8.50 PASSES IPLV 11.60 7.50 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Conditioned Space 6.00 0.00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 0.85 0.83 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in co liance with the Florida Energy Flfici c Co . PREPARED -BY: _ DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT • Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F ida tutes BUILDING OFF IA C . DATE:. DATEa REGISTRATION/STATE I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER ARCHITECT : MECHANICAL•_ PLUMBING _ ELECTRICAL•_ LIGHTING _ Signature is required where Florida law requires design to be performedbyregistereddesignprofessionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 47 BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK401.------GLAZING--ZONE 1-------------------------------------------- Elevation Type U SC VLT Shading v- Area(Sgft)l North Commercial 1.31 .1 9 Continuous Ove I 1501EastCommercial1.31 .1 .9 Continuous Ove 1501WestCommercial1.31 .1 .9 Continuous Ove 1201NorthCommercial1.31 .1 .9 Continuous Ove 211EastCommercial1.31 .1 .9 Continuous Ove 421WestCommercial1.31 .1 .9 None 501 Total Glass Area in Zone 1 = 5331 Total Glass Area = 5331402.------WALLS--ZONE 1------------------------------------------------ I --- Elevation Type U Insul R Gross(Sgft)l South 3/4"Stco/2x4@16"oc+RllBatt/I"Gyp 0.080 11 1 5041North3/4"Stco/2x4@16"oc+RllBatt/I"Gyp 0.080 11 5041East3/4"Stco/2x4@16"oc+RllBatt/i"Gyp 0.080 11 8761West3/4"Stco/2x4@16"oc+RllBatt/i"Gyp 0.080 11 8761 Total Wall Area in Zone 1 = 27601 Total Gross Wall Area = 27601403.------DOORS--ZONE 1------------------------------------------------ I --- Elevation Type U Area(Sgft)l South 1-3/4 Steel Door -Solid Urethane foam co 0.40 281 Total Door Area in Zone 1 = 281 TotalDoor Area = 281404.------ROOFS--ZONE 1----------------------------------------- Type Color U Insul R Area(Sgft)l Sngl Ply/2"Iso/2" Conc/Mtl Deck Medium .065 14 I2934 Total Roof Area in Zone 1 = 29341 Total Roof Area = 29341405.------FLOORS-ZONE 1------- ----------------------------------------- I --- Type Insul R Area(Sgft)I Slab on Grade/Uninsulated 0 2934 Total Floor Area in Zone 1 = 29341 Total Floor Area = 29341406.------INFILTRATION --------------------------------------------------I--- Infiltration Criteria in 406.1.ABCD have been met. CHECK MECHANICAL SYSTEMS CHECK I--- I--- HVAC load sizing has been performed. (407.1.ABCD) I I407.------COOLING SYSTEMS ----------------------------------------------- Type No Efficiency IPLV Tonsl I 1. Air Cooled ( >= 65,000 Btu/h 1 26.301 408.------HEATING SYSTEMS-----------------------------------------------I--- Type No Efficiency BTU/hr1 I1. Electric Resistance 1 1 4960401409.------VENTILATION ---------------------------------------------------I--- ICHECKIVentilationCriteriain409.1.ABCD have been met. l L/ I410.-----AIR DISTRIBUTION SYSTEM-------------------- ________________I___ CHECKI Duct sizing and design have been performed. (410.1.ABCD) I I AHU Type Duct Location R-value) I1. Packaged Constant Volume Conditioned Space 61 CHECKI i--- -i--- Testing and balancing will be performed. (410.1.ABCD) 1 {J 411.-----PUMPS AND PIPING-ZONE--------------------------------------- 7' Basic prescriptive requirements in 411.1.ABCD have been met. I V PLUMBING SYSTEMS 411.-----PUMPS AND PIPING -ZONE 1 --------------------------------------- Type R-value/in Diameter Thicknessl 1. Non -Circulating 4 11412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency,StandbyLoss InputRate Gallonsl' 85------------------------------ 1. <=12 kW .02 178500 75 ELECTRICAL SYSTEMS CHECKI 413.-----ELECTRICAL POWER DISTRIBUTION ---------------------------- i_ y lMeteringcriteriain413_1_ABCD have been met.v/ 414.-----MOTORS ---------- -------------------------------1-----I--- Motor efficiencies in 414.1.ABCD have been met. 1 415.-----LIGHTING SYSTEMS -ZONE 1---------------------------------------l___ Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I Fast Food/ 1 On/Off 3 None 0 3500 2934 Total Watts for Zone 1 = 35001 Total Area for Zone 1 = 29341 Total Watts = 35001 Total Area = 29341 Lighting criteria in 415.1.ABCD have been met. ( CHECK I---- 1--- 16. Operation/maintenance manual will be provided to owner.(102.1)1 I CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: I .Z Z 11qg PERMIT #: 7 BUSINESS NAME: 15oo-GuL. ADDRESS: Zo 1 F C6f' PHONE NUMBER: ( PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYS EM 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. Sanford F 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. 1,1zx'07 Applicants Signature CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT 0 PERMIT ADDRESS ©y f .t26.JC 1"( AJ C. PERMIT NUMBER Total Contract Price of Jpb j7II q(o I Totai Sq. IFt. Describe Work p 4d Cy r ; o w Eke'c + lVPfl 11 Type of Construction Flood Prone (YES Number of Stories Number of Dwelling Zoning _ Occupancy: Residential Commercial Industrial IT a LEGAL DESCRIPTION (please attach printout from Seminole County) SAX I.D. NUMBER S9 •- 0/- 1 -:1 p / q OWNER fHZ A2Or4A,n 4'02 u2. P P PHONE NUMBER ADDRESS 2r . _ -- CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS01 p _ CITY V 2 MORTGAGE LENDER ADDRESS CITY, STATES ZIP STATE ZIP STATE STATE. ZIP ZIP STATE ZIP 1,1 rVis 4 W o 1 Li a rnS emu `\ ra err Zn,c NTRACTOR PHONE NUMBER '1 O (¢OCta ADDRESS (_ -' ST. LICENSE NUMBER C COSG CITY STATE ZIP 30519 Application is hereby mad9to 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. H ro z ro " rt cu rn a Y A H S ' of Owner/Agent& Date nature of Contractor & Date ° n '< 1<z n Ty or int er/A e T e or Print Cont ctor's Name v a a' ignaturEf of No ar & Date S 9 _,PI> t e / O I n q a 3 o Z o rl H N ro w o 0 o aa)i a z a H MATTHEW W. MORRIS Notary Public, State of Florida My comm. expires Feb. 5, 2002 Comm No. CC713856 NOTAI'Y PUP:I..IC, STATE OF FLORIQA rs MY COMMISSION #CC476424 EXPIRES: June 26, 1999 Application Approved BY: Date' FEES: Building Radon Kil Police Open Space Road Impact O OAPtvPERMITVALIDATION: CHECK CASH DATE ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) Fire GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Division of Hotels and Restaurants SPECIFICATION WORKSHEET LOG NUMBER Estatilishment`isao meet -all standards ofChapter.509 Partl FloridagStatutes and'Cfiapter-6.1C 4; FloridaAdmmistrative Code, Establishment Name. PC, REVIEW TYPE New construction Conversion Remodeled Closed at least one year License Number: if applicable) CONSTRUCT/ONf/N/SHES Estatilishment`isao meet -all standards ofChapter.509 Partl FloridagStatutes and'Cfiapter-6.1C 4; FloridaAdmmistrative Code, Establishment Name. PC, REVIEW TYPE New construction Conversion Remodeled Closed at least one year License Number: if applicable) CONSTRUCT/ONf/N/SHES SHALL BEERS/LY CLEANABLE AND NONABSORBENT FLOW WALL CEILING Food Preparation Z. `P 2 U— cs (fS h Food Storage Z P Wash Area nn Restrooms M Comments: S Satisfactory U Unsatisfactory N A Not Applicable E Existing C Caution: Information inadequate orpotentialoperational violation, will be checked during inspection. S/NKSID/SHMACH/NES Sanitizing facilities provided three compartment sink dishmachine Wash sinks with drainboards Number shown: 4 3 2 compartments Onel o compartment food prep sinks Numbers own:_ 3 CHand sink(s) in food prep area(s) Numbershown. o rHand sink in remote mechanical dishmachine area C— Hoticold water supplied to all sinks where required i ® Dishmachine type: / / Comments: FIRE SAFETY' BE Portable extinguishers provided as required by NFPA 10 IM C Hood automatic fire suppression system meets NFPA 96; no mesh filters allowable C Exit doors open outward Public access to exit does not go through kitchen, storage rooms, or restrooms Number of exits: IM Square footage of establishment: All gas appliances shall have a nationally recognized test• ing laboratory seal such as AGA or UL Comments:, VENTILATION Approved local exhaust ventilation installed at or over all cooking units such as ranges, griddles, deep•fat frying units, and other units,of equipment which release appreciable quantities of stein, odors, grease, or smoke. Restrooms ventilated or provided with windows to the out- side BPR 11-o 1 e•.i,ed 11,E ,5195 BUILDING TO BE VERMIN PROOF ` Outside openings protected Doors to exterior self -closing EQUIPMENT Ice machine installed in protected area and properly drained Displayed food protected Running water dipper well for bulk ice cream service IM Equipment to maintain proper food temperatures Refrigeration Hotlholding units Laundry facilities properly located l Designated area(s) for employees' personal articles Designated storage area for maintenance and cleaning equipment Mop wash facility with hot and cold running water drained to sanitary sewer Location: 2-. Faucets with hose fitting and hose bibs to have back flow protection device Backsiphonagelbackf low protection if no air gaplbreak Refrigeration waste piping shall discharge indirectly into floor drain or other approved receptor Adequate number of public restrooms provided f_Hoticold water to all lavatories utilized by employees Doors to be self -closing Restrooms accessible by customers without going through food preparation, food storage, or ware washing areas Comments: Sim ,, 6t„__ r_ 6— SOLID WASTE Waste container, grease receptacle, compactor on non -ab- sorbent surfaces. Compactor area drained to sanitary sewer 43 LIGHTING Light fixtures required to be shielded, coated, or covered where food is stored, prepared, displayed, or where food is open or exposed. BP:R 21-011 WATER SUPPL Y IM IM Type of supply: 4 Municipal/Utility On -site Well Other Supplier Name: 001— Written approval for use issued by: IM Public well permit number: WASTEWATER DISPOSAL IM Im Type of system: kl municipal/Utility Package Plant Septic Tank System Written approval for use issued by: IM System name: ( Septic Tank System permit number: Tank size: gallons Drainfield: square feet Grease Trap: gallons Location: PLAN RESUL TS Seating capacity as indicated by plan: D Plans approved as is date: _I) Plans approved with noted provisos date. / i Plans denied date: _I_I_ Resubmit corrected plans as indicated Provisoslcomment S verifiedAilitemswillibeduringopeninginspection Plan review by: date: Applicant name: Please print Applicant signature: date: / / revised I1/_Si95 11 12/ 0 9/19 9 9 16: 39 Seri -28-qS 10-P4 407--999--e499 HOLLER E1,4GINEER COP.P,- j PAGE UJ 3 SominolA Co Pv-opartyAppr 407 330-4618 P.05 arc 3 U - 5 A (' , - t 14 0 8 - 0 0 8 0 ="URRENT 98 iame P7iY V b CYNTHIA A Lddl Jval land Leld 2 {1' i agrc c9a W i N'T EP 89 2019 entry foat pad i13 P L bldg cost valuo owl& total just valuo d do r re a t C, - - > oxmp-amt VA(.: j0c;y ONED SC-11 HOUSYr MOVED TO I.3q9 MAGN01.1A Avg 3LK 4 TR 8 TOWN OF SANFORD Q6i O,J/ 'i 98 2 250 29,250 tan due 227.57 SAC 060 1 03 land 03 05/21/98 bldq 30 08/01 97 hqcSTE 05/2W8 0 t 1,4 Fio, 11 ?wd,Nar.u,[EX1T] Roylaco} W CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: December 21, 1998 Business Address: 201 S. French Ave Occ. Chap. 8 Business Name: Burger King Ph. Contractor: T.B.A. Ph. Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector k1l Comment: 1.1 Application - New Assembly 1.2 Mixed - N/A 1.3 Special Definitions - None Noted 1.4 Sub -classification of Occupancy - Class "C" >50, < 300 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction - Type V(000) Life Safety Code; Type VI SBCCI 1.7 Occupant Load - 82 (fixed seating) 2.2 Means of Egress Components - O.K. 2.3 Capacity of Egress - O.K. 2.4 Number of Exits - O.K. 2.5 Arrangement of Egress - O.K. 2.6 Travel Distance - O.K. 2.7 Discharge from Exits - O.K. l1 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 - None Noted 3.1 Protection of Vertical Openings - Exhaust hood system appear o.k. as submitted 3.2 Protection from Hazards - None Noted 3.3 Interior Finish - Class "C" minimum 3.4 Detection, alarm and Communications Systems - N/A 3.5 Extinguishing Requirements - N/A to structure; required for cooking equipment 3.6 Corridors - N/A 4 Special Provisions - None Noted 5 Building Services - None Noted 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: N/A Monitoring: N/A Other: NFPA 1 3-5.1 Fire Lanes - N/A 3-6.1 Key Box - N/A 3-7.1 Bldg. Address Number Posted and Legible - Required; will field locate and verify 12/09/1998 16:.99 407-9e9-9499 HOLDER ENGINEER CO P, r-a P I roper-tyAppr 407 330-4618 PAGE 02 P.04 parc 25- 14- 36-SAI 08-0070 WaRAT 96 aame MAM ROY E 6 CYNTHIA QQ ;vat laid $29,250 ON M OLM agrc ic3ZWIRTRAPARAIPL32781281902trafeat pad 20? VRIACA AM 0 cost valua AM 1,00 let P 6an total just valuo $20 4vv td dor mht d"no Qq <--agamptiom—> eamp-amt tauldue sz 3"o 7 1, 0 AC ML-CMVWAOMM S21-495 Sle-457 HOUSE DIMOLXSM20 1394-1114-Un '92 ROA UMVER 0060 LK 4 TR 8 TOWN OF SARFORO 77, r Elk, SALES SU UD OW92 02432 1697 828.000 V 1S land 03 11/11/92 BU CT M09 02137 1421 000 v F3 Ado 30 08/01/97 1=90int, V&D MORZ; MIS CH TRA 10/29/91 Count 201 French Ave Burger King