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200-250 W Lake Mary Blvd - BC00-001635 (RETAIL SHELL) DOCUMENTSZONE DATE 31 (, (oo CONTRACTOR'Ve h ADDRESS 9 PHONE # LOCATION OWNER ADDRESS CD Z y"I l S akk4::) 7- / PHONE # jt PLUMBING CONTRACTOR A r ADDRESS PHONE # PR5 ELECTRICAL CONTRACTOR 00 ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS ) FINISHED FLOOR ELEVATION REQUIREMENTS (_) ARCH ITECTURALAPPROVAL DATE: SUBDIVISION: _ PERMIT '# LOT NO. JOB- Q ' BLOCK: COST $ SECTION: SQUARE FEET: FEE $ MODEL: STATE NO. FEE $ FEE $ 1ID' FEE $ 2 1 c) OCCUPANCY CLASS: INSPECTIONS l TYPE DATE OK REJECT BY I FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE EPI: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION CAR WASH**** DATE: 06/29/04 PERMIT #: 04-585 ADDRESS; 200 E LADE MARY DLVD CONTRACTOR: INTERSTRIJCT, INC PHONE #: 407-849-0025 The building division has prepared a Certificate of occupancydepartment. or the After your above location and is requesting final inspection by your d pinspection, please sign off -and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineer' G = Public Works Utilities Fire Zoning Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) q / 03 DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION CAR WASH**** 06/29/04 04-585 200 E LAKE MMARY BLVD CONTRACTOR: INTERSTRUCT, INC PHONE #: 407-849-0025 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic WorksP'4 11YIKWY15'_ o Utilities Fire Zoning Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) t Wj CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONr CAR WASH**** t F DATE: 06/29/04 c 5 E I x I N i i qt v PERMIT #. 04-585 r e tA C u u ADDRESS: 200 E LADE MARY HLVD g k w&A N CONTRACTOR: INTERSTRUCT, INC PHONE #: 407-849-0025 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning i hies r El Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMPC100,l CITY OF SANFORD Address Misc. Inf9rmation Inquiry Location ID . . . . . . . 252135 Parcel Number . . . . . . 11.20.30.517-0000-0030 Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 200 E LAKE MARY BLVD 6/21/'04 16:57:24 Free -form information SW DEV FEE $5100.00 WA DEV FEE $1950.00 BP04-585 PD 1-6-04 SEE REC#6474 2"WA METER SET FEE $460.00 PD 3-5-04 REC#6533 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION CAR WASH**** DATE: 06/29/04 PENT #: 04-585 ADDRESS: 200 E LADE MARY BLVD CONTRACTOR: INTERSTRUCT, INC PHONE #: 407-849-0025 The building division has prepared a Certificate -of Occupancy for the above, location and is requesting final inspection by your department: After your inspection, please sign off and date the C. ®. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be, appreciated. Engineering ire OUA `T h ZZ Public Works Zoning Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION CAR WASH**** 06/29/04 04-585 200 E LAKE MARY BLVD CONTRACTOR: INTERSTRUCT, INC PHONE #: 407-849-0025 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities Fire Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Phone (407) 365-1036 SUR VEYING & MAPPING CORD Fax (407) 365 1838 350 South Central Avenue, Oviedo, FL 32765-9030 July 22, 2004 City of Sanford Building Division 9 Po Box 1788 Sanford, FL 32772-1788 RE: Permit # 04-585, Lot 3, EXXON 4-1054, PB 43 PG 22 200 Lake Mary Blvd East To Whom It May Concern: The finished floor elevation of the structure located at Lot 3, EXXON 4-1054, PB 43 PG 22 Lake Mary Blvd East meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a) e Sincerely, i I ii Paul R. Burns President y_ i i FEDERAL EMERGENCY MI NVAGEMENT AGENCY O.M.B. No: 3067-0077: NATIONAL FLOOD INSURANCE PROGRAM Expires December 31.;,200E e ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance company use: BUILDING OWNER'S NAME Policy Number NORRIS INDUSTRIES INC. BUILDING STREET ADDRESS (Including Apt., Unit; Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number LAKE MARY BLVD EAST !)t CITY STATE ZIP CODE SANFORD FIL 32773, PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, EXXON 4-1054, PB 43 PG 22 Parcel ID 11-20-30-517-0000-0030 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL, PERMIT # 04-585 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W' or ##. NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 133. STATE SANFORD 120294 SEMINOLE FIL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO045 E 4/17/1995 4/17/1995 X D I V. II IUIGdIC U IC SUUII;t UI U IC DdSe rIVUU CltivaOurl torCl uata or oase noon deptn entered in rid. - FIS Profile FIRM Community Determined Other (Describe): _ B11. Indicate the elevation datum used for the BFE in 39: NGVD 1929 NAVD 1988 Other (Describe): B12, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No' Designation Date SECTION C - BUILDING ELEVATION INFORMATION, (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete: C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed -see pages and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a- below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion'calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 51. 02 ft.(m) o b) Top of next higher floor 51 02 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o o o d) Attached garage (top of slab) N/A. _ft.(m) E' ", - _ , o e) Lowest elevation of machinery and/or equipment w - servicing the building (Describe in a Comments area) N/A.. _ft.(m) E75 o f) Lowest adjacent (finished) grade (LAG) 50.89 ft.(m) Z.9) J o g) Highest adjacent (finished) grade (HAG) 50, 97 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A 7 16Z%J_ o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This cerlification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available: I understand that any false statement may be punishable by fine or imprisonment under 18 U.S, Code, Section 1001. CERTIFIER'S NAME P.R. (RICK) BURNS LICENSE NUMBER 4702. TITLEPresident COMPANY NAME,Land-Tech Surveying & Mapping Corp.: ADDRESS CITY STATE ZIP CODE 350 S. Central Ave. Oviedo FIL 32765 DATESIGNATURE7122104 TELEPHONE 407-365-1036 FEMA Form 81-31, January 2003L_ See reverse side for continuation: Replaces all previous editions IMPORTANT: In theses aces co the corres ond'n ' f t' f ^mot' A. I p py p t g In orma ton rom on ForinsuranwWripanyuse: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LAKE MARY BLVD EAST CITY STATE ZIP CODE Company NAIC Number] SANFORD FL32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. GUMMENTS r. ELEVATIONS ARE BASED ON SITE BENCHMARK (RAILROAD SPIKE IN UTILITY POLE) AS HAVING AN ELEVATION OF 48.4U, PER SIT DIMENSION PLANS BY CPH ENGINEERS, DATED JUNE 2003. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade, (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form: E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade, (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME P. R. (RICK) Burns ADDRESS CITY STATE ZIP CODE 350 S. Central Ave Oviedo FIL 32765 SIGNATURE/ DATE TELEPHONE 7/ 22/04 407-365-1086 COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,. B, C (or E), and G of this Elevaton Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7, This permit has been issued for: New Construction Substantial Improvement G8, Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS E]- Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL**** 9 DATE: 6/17/04 PERMIT #: 04-1028 ADDRESS: 200 E LAKE MARY DLVD CONTRACTOR: INTERSTRUCT PRONE #: SCOTT The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering z'} G Public Works M ff)6113 Zoning d i Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIF'CATE OF OCCUPANCY INTERIOR COMMERCIAL REMODEL**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 6/17/04 200 E LAKE MARY DLVD INTERSTRUCT PRONE #: SCOTT The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities Fire Zoning A Licensing CONDITIONS: (TO BE COMPLETED ONLY"IF APPROVAL IS CONDITIONAL) AND 'CH Phone (407) 365-1036 SUR VEYING & MAPPING CORD Fax (407) 365 1838 350 South Central Avenue, Oviedo, FL 32765-9630 i July 22, 2004 I' City of Sanford Building Division Po Box 1788 Sanford, FL 32772-1788 RE: Permit # 04-734, Lot 3, EXXON 4-1054, PB 43 PG 22 200 Lake Mary Blvd East To Whom It May Concern: The finished floor elevation of the structure located at Lot 3, EXXON 4-1054, PB 43 PG 22 Lake Mary Blvd East meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a) www—su vevinap.net email: info@surveymap..net FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME NORRIS INDUSTRIES INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. LAKE MARY BLVD EAST For Insurance Company Use: Policy Number Company NAIC CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, EXXON 4-1054, PB 43 PG 22 Parcel ID 11-20-30-517-0000-0030 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL, PERMIT # 04-734 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##N##°) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SANFORD 120294 SEMINOLE FL B4. MAP AND PANEL NUMBER 12117CO045 65. SUFFIX E 86. FIRM INDEX DATE 4/17/1995 67, FIRM PANEL EFFECTIVE/REVISED DATE 4/17/1995 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) Zone AO, use depth of flooding) B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used forithe BFE in B9: NGVD 1929 NAVD 1988 Other (Describe):_ B_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ®Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE); AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation, Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o a) Top of bottom floor (including basement or enclosure) 51. 03 ft.(m) f o b) Top of next higher floor 51 .03 ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A.. 0 0ft.(m) o d) Attached garage (top of slab) N/A. _ft.(m) 0 a o e) Lowest elevation of machinery and/or equipment u, servicing the building (Describe in a Comments area) N/A.. _ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 50.97 ft.(m) z' .m o g) Highest adjacent (finished) grade (HAG) 51. 0.1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available: I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME P.R. (RICK) BURNS LICENSE NUMBER4702 TITLEPresident COMPANY NAME Land -Tech Surveying & Mapping Corp. ADDRESS CITY STATE ZIP CODE 350 S. Central Ave. Oviedo FL' 32765 SIGNATUR r DATE TELEPHONE 7/22/04 407-365-1036 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranceCompany Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LAKE MARY BLVD EAST clTv _ STATE ZIP CODE Company NAIC Number SANFORDFL32773SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS ARE BASED ON SITE BENCHMARK (RAILROAD SPIKE IN UTILITY POLE) AS HAVING AN ELEVATION OF 48.40', PER SIT DIMENSION PLANS. BY CPH ENGINEERS, DATED JUNE 2003, i' Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or [I Wow (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME P. R. (RICK) Bums ADDRESS CITY STATE ZIP CODE 350 S. Central Ave Oviedo FL 32765 SIGNATURE // DATE TELEPHONE 7/ 22/04 407-365-1036 COMMENTSX Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (Wthout a FEMA-issued or community -issued BFE) or Zone AO, G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 0 Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING 6/17/04DATE: PERMIT #: 04-733 ADDRESS: 200 E LAKE MARY BIND CONTRACTOR: PHONE #: INTERSTRUCT TC1 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering-z C22 ire / Public Works - Lq0 Zoning Utilities . '` (a a 6A Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME NORRIS INDUSTRIES INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. LAKE MARY BLVD EAST O.M.B. No. 3067-0077 Expires December 31,:200: For Insurance Company Use: Policy Number j Companv NAIC Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, EXXON 4-1054, PB 43 PG 22 Parcel ID 11-20-30-517-0000-0030 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL, PERMIT # 04-733 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#1###If°) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SANFORD 120294 SEMINOLE FL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO045 E 4/17/1995 4/17/1995 X b1 u. Indicate the source of the base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 NAVD 1988 Other (Describe): B12, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on, Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2, State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of, Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 51. 00 ft.(m) o b) Top of nerd higher floor 51 .00 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) N o d) Attached garage (top of slab) NIA. _ft.(m) 0 0 "N _ o e) Lowest elevation of machinery and/or equipment w d servicing the building (Describe in a Comments area) N/A.. _ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) 51. 06 ft.(m) v o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001, CERTIFIER'S NAME P.R. (RICK) BURNS LICENSE NUMBER 4702 TITLEPresident COMPANY NAME Land -Tech Surveying & Mapping Corp. ADDRESS CITY STATE: ZIP CODE 350 S. Central Ave. 17 _ Oviedo FL 32765 SIGNATURE //// DATE TELEPHONE 7/22/04 407-365-1036 FEMA Form 81-31, January 2003 See reverse side for continuation Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranoeCompany Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porwy Number LAKE MARY BLVD EAST CITY STATE ZIP CODE Company NAIC Number, SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS ARE BASED ON SITE BENCHMARK (RAILROAD SPIKE IN UTILITY POLE) AS HAVING AN ELEVATION OF 48.40', PER SIT DIMENSION PLANS BY CPH ENGINEERS, DATED JUNE 2003. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) [:]above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3, For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft•(m) _in.(cm) [:]above or [:]below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.t only), and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME P. R. (RICK) Bums ADDRESS CITY STATE ZIP CODE 350 S. Central Ave Oviedo FIL 32765 SIGNATURE DATE TELEPHONE 7/ 22/04 407-365-1036 COMMENTS, Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone AO, G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G6. DATE CERTIFICATE OF COMFLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum:_ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 4 v R. REVISION RECEIVED AUG 0 9 2003 PERMIT # OS- 3.v a2 DATE ^ d r PROJECT ADDRESS CONTRACTOR AlJArIL PHONE # %? —?3 Y rll' FAX # %16 DESCRIPTION OF REVISION C, 2 ` A j UTILITY D '! 8//Z UTII.ITY I IPA 0 FEES Aov - /G z FIRE PREVENTION PLANNING BUILDING `J RECEIVED 1 6 2009 REVISION AUG PERMIT # Q DATE PROJECT ADDRESS 0 .2 Q Awl, y CONTRACTOR AA I'd h.L i& -c Zr-- - PHONE It :-2-:2_ / % :1 FAX # 77 - % -3 f DESCRIPTION OF REVISION AC , U 1 L T /—D 1 L d6/( a UTILITY DEPT FIRE PREVENTION PLANNING BUILDING DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN P.O. BOX 1788 SA.NFORD, FL 32772-1788 Project Name: d©/Date4/ Owner/Contact Person: Phone: Address: 2oZ 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) 1VON-,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", 1177 211, etc.) REMARKS: 00 1 F CONNECTIONFEE CALCUL4770N.• ocr osn mina Name Signature - Date Z CITY OF SANFORD PERMIT APPLICATION Permit # : Date:,e 9'/D .S" Job Address:(9—,2 C 1 fL d ` Description of Work: ;Gz ey Historic District: Zoning: Value of Work: $ ndro Permit Type: Building Electrical 4- Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration —Z Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footag_tg" t Construction Type: Y uP # of Stories: / # of Dwelling Units: Flood Zone: (FEMA fora, required for other than x) Parcel #: #%Q0- 30 — %g 0,:: OOP (Attach Proof of Ownership & Legal Description) Owners Name & Address:/t/L7c i P BQr Contractor Name & Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: 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 priorto 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 pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE I -OR 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 require f Florida Li FS 713. Signature of Owner/Agent Date gnature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID v rx Agent's me Si6iQl lte c.K\1oldrv-State of Florida Contractor/Agent is Produced ID Personally Kno pufl *N tetoN nxa pWmg M :s38ldX3 ma as a ossivir 0 AW N39n8A 11N1D31:1 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 00 CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. DATE: 0 3/ 3 0/ 2 0 0 0 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER: Boulevard Retail -Plaza = Building "C" ADDRESS OF JOB: 200-250 W. Lake Mary Blvd, Corporate Electric ELECTRICAL CONTRACTOR:Sery ces, Tnc _ F_S NON- ES x Subject to rules and regulations of the city electrical code: Total / ! A .r,i I By signing this application I am stating I am in comp4ance with the ity Avirical Code ECTOT1584 States License# MICHAEL N. BRYANT CONTRACTOR, z n c . P.O. BOX 2305 • DUNEDIN, FLORIpA 34697 OFFICE (727) 734-951.5 FAX (727) 734-9666 TO City of Sanford Building Dept. P.0) Box 1788 Sanford. FLr.32772 WE ARE SENDING YOU a Attached Under separate cover via_ Shop drawings Prints U Plans Copy of letter Change order Lr TUFFa OF DATE 813105 JOB NO. 2508 ATTENTION Plan Revision RE: Qdoba Mexican Grill Permit # 05-3522 202-206 W. Lake Mary Blvd. c r a i g the following items: Samples Specifications COPIES DATE NO. DESCRIPTION 2 813105 6110 Plumbing sheet revision THESE ARE TRANSMITTED as checked below: En For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US Added 2 floor drains and changed grease traps to REMARKS 2) 1250 gal in series COPY TO F i l e Michael N. Bryant 40% Pre -Consumer Content •10% Post -Consumer Content SIGNED: If enclosures are not as noted, kindly notify.us at once. Owner: Address: Date: C.O. Req i I. 4 e Certificate Of Occupancy Addendum 110-190 W Lake Mary Boulevard 200-250 W Lake Mary Boulevard 252-292 W Lake Mary Boulevard 323-342 W Lake Mary Boule ard 9/21 /00 This project is tied to the Albertson's sitework. Recommend Albertson's sitework contractor call for a certificate of completion (C.O.C.) for the sitework only. This will allow the opening of the parking lot for the general public and customers of the above addresses. Note the Albertson's site work must be complete including parking lot, lighting, signs and striping, landscaping, ALL OFF SITE WORK COMPLETE and approved by appropriate entity, signal installed, etc, etc, etc. Applicant shall call Engineering Department (330-5671) for re -inspection. FASHA_ENG\Development Review\Uost ApprovalTertificate of occupancy\2000\Boulevard Plaza.Mom.Pop.shopes.wpd CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING***** ADDRESS , CONTRACTOR-Attl _,, The Building department has prepared a C of 0 for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Fire Dept Public works Utilities/Cross Connection Zoning CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING******* CONTRACTOR,--P!—M 4W- The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Public Works Utilities/Cross Connection Fire Dept Zoning REQUEST FOR FINAL REINSPECTION r DATE 2 o ADDRESS CONTRACTOR THE BUILDING DEPARTMENT HAS .PREPARED A C.OF 0. FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS DENIED DUE TO. UTILITY RELATED ITEMS. THE .CONTRACTOR IS REQUESTING A: REINSPECTION OF RELATED ITEMS AND IS NOW AS FOLLOWS. INSPECTOR, EB.TlI=1 AT Q F Q CU P N ,Y AD D EI I Q1LI 1 zs 22 3 z G} n 2 'L E oAU4D P - DATE: 9/az/o(- REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: FIRE DEPARTMENT bo UTILITIES PUBLIC WORKS ENGINEERING CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING******* ADDRESS 00•tt03 CONTRACTOR The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Public works Utilities/Cross Connection Fire Dept I/ — Zoning CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING******* COADDRESS 2,50 NTRACTOR1)jtj Lojf The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Fire Dept Public Works Zoning Utilities/ Cross Connection C.)./ C.C. CHECKLIST - UTII.MES DE;7"If. Jq uest Received J/ -ga--To Utility inspector INITIALS © ATE Utility Inspector's Final --------- 9 Z p6--/=¢o FDEP Clearance - Water ---------- -------- - FOEP Clearance - Sewer ---------- --- ----- City Services Easements - ------------ Maintenance Bond (10% - 2yr) ------ ---=--------- Other-------------------- -- z ---------------- Sd Jccf' fo 3 i' t e CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEWCOMMERCIAL MERCIALBUILDING******* DATE Q 19- ADDRESS ZOD tf SSE Ob• ll ' CONTRACTOR The Building department has prepared a C of 0 for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention, will be appreciated. Thank you. Engineering Public Works Fire Dept Zoning Utilities/ Cross ConnectionN/ co h. C.J./ C. y !'ii Received T^ DAU utility Inspector' s Fi!lol (i g---9 ?''/" 0` , 5 r iCiearance - Water . Z FCEP Clearance - Sevier ----- ----- ---------- City Services Easements ---------- ---------- Maintenance Bond ( 10% - 2yr) _--- - - - - -- _`---------- Other -------- ------ 98.Sa3/SCi758 PS 8/88 RAPID MEMO w Gc Cis TO ` DATE J SUBJECT 2- C,447 / 9 ULeCam. 4-e—NQ L ` 7+4 e...., „moo A -VX_ " V x_.7"tS 'm vilw, Address Misc. Information Inquiry 10:46:04 Location ID . . . . . . . 214875 Parcel Number . . . . . . XX.XX.XX.XXX-XXXX-XXXX Alternate location ID . : Location address . . . . 110 190 W LAKE MARY BLVD i Primary related party . . Type options, press Enter. 5=View detail Opt Description Free -form information BLDG PERMIT HISTORY SEMINOLE COUNTY IMPACT FEE STATEMENT BLDG PERMIT HISTORY IS A $0 BALANCE - THIS SITE RECEIVED BLDG PERMIT HISTORY CREDIT FROM SEMINOLE FORD. THIS APPLIES BLDG PERMIT HISTORY TO ADDRESSES 110-190, 200-250, 252-290 & BLDG PERMIT HISTORY 322-342 W LAKE, RA-D ONL Y_____- CUSTOMER SERVICE NOTES SW AND WD P CUSTOMER SERVICE NOTES SW DEV FEE $7,65 CUSTOMER SERVICE NOTES WA DEV FEE $2,925.00 PD 3/8/00 CUSTOMER SERVICE NOTES BP # 1629 SEE REC # 4301 F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Address Misc. Information Inquiry 10.47.36 Location ID . . . . . . Parcel Number . . . . . Alternate location ID Location address . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY F3=Exit F5=Special Notes F16=Related pty data 203115 11.20.30.5AN-0000-0300 300 W LAKE MARY BLVD SANDEFUR & ASSOC, INC Free -form information THE FOLLOWING IMPACT FEES NEED TO ADDED PERML-AI IIZPATI BEFORE ANY CO IS ISSUED FOR AERTSONS PLAZA: ROAD IMPAC .74 WATER IMPACT $9,262.50 SEWER IMPACT $24,225.00 POLICE IMPACT $13,448.60 FIRE IMPACT $2,108.98 TOTAL TO BE PAID BEFORE C.O. $232,312.82 F9=Parcel Notes F12=Cancel 1 C\\A\o 9T21 / Ol Address Misc. Information Inquiry 10.47:36 Location ID . . . . . . Parcel Number . . . . . Alternate location ID . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY BLDG PERMIT HISTORY 203115 11.20.30.5AN-0000-0300 300 W LAKE MARY BLVD SANDEFUR & ASSOC, INC Free -form information THE FOLLOWING IMPACT FEES NEED TO ADDED PERM Nn pA EFORE ANY CO IS ISSUED FOR ALBERTSONS PLAZA: ROAD IMPAC .7 WATER IMPACT $9,262.50 SEWER IMPACT $24,225.00 POLICE IMPACT $13,448.60 FIRE IMPACT $2,108.98 TOTAL TO BE PAID BEFORE C.O. $232,312.82 F3=Exit F5=Special Notes F9=Parcel Notes. F12=Cancel F16=Related pty data C Address Misc. Information In 00Inquiry10:4747:5:50 Location ID . . . . . . Parcel Number . . . Alternate location ID Location address . Primary related party . Type options, press Enter. S=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES F3=Exit FS=Special Notes F16=Related pty data 203115 11:20.30.5AN-0000-0300 300 W LAKE MARY BLVD SANDEFUR & ASSOC, INC 9/14/+ AND-IN BOND FOR WATER DEPOSIT VAULT KIM SW DEV FEE $24,225.00. WA DEV FEE 9,262.50. PD 9/19/00 BP # 00-1426 SEE REC # 4605 I\ F9=Parcel Notes 3 q F12=Cancel ANTHONY CATAPANO PLUMBING P.O. BOX 678521 ORLANDO, FL 32867 407) 2.73-8300 DATE: S_—(C LETTER OF AUTHORIZATION To Whom It May Concern: This letter is to authorize N c,. to pull the plumbing permit for the only: PROJECT NAME: PROJECT ADDRESSES _ ._ _ IIo-do BUILDING PERMIT #S GOVERNING MUNICIPALITY: W-1 ollowing project and tnis project This authorization is given by ANTHONY F. CATAPANO, for ANTHONY CATAPANO PLUMBING. Thank you, Anth F atapa Owner CFC 040020 0 1 &S Sworn to and W19scribed before me this day of - Known to me er onally or produced ID Notary Public My Comission Expires CITY'OF SANFOR r FLORIDA g a a PERMIT NO © DATE a THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK:: OWNER'S NAME ` V 1 ADDRESS OF JOB c 0 W lv , I PLUMBING CON R. Res. Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Alteration, Addition, Repair Amount New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer r -- Water Piping Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial -Perm it: $25. oo Tour Matter PI bar COMPETENCY CARD NO Qr_e"'b® CITY OF SANFORD FIRE'DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 'fk PERMIT #: BUSINESS NAME:(El%/Z/i ADDRESS: D b — a 5 p ` . (,r rw y 6G ojo, PHONE NUMBER: ( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 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 ny f rther services can take place. I certify that the above information is true and correct and that I will comply41withallapplicablecodesandordinances of the Ci lorida. 44lut Sanford Fire P v ntion Applicants Signature J CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ZOo- Z1--0 JAJ- 64407gG/O Total Contract Price of Job Describe Work %ZeTi9/L ,ram/ Type of Construction _F/PE Ir Number of Stories 6/ Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER 30/, 300, o0 PERMIT NUMBER &0— 1 6,5L5 Total Sq. Ft. 4,- S'r:7 Flood Prone (YES) Number of Dwellings A17,4Zoningd Commercial 2 P /jl Industrial lease attach Drintout from Seminole Count OWNER /-", K a" ADDRESS ; eO F/fS7- Z S CITY S/l!i/dQ TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY STATE ZIP ZIP ARCHITECT 4 '411114Cl J f fi'1 / 15'110hol79_C77Z i 1AAf ADDRESS 17Z o AX449E/ r2oi9,0CITY STATE L- ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP Zoo BER f /©7-3Zi—I 5 Z / CONTRACTOR iv%r17 lj?S /fIG• PHONE NUMBER 72*7d 0O-!M9K ADDRESS eY o , , Tom i(/ S.3o/ST. LICENSE NUMBER CGCO CITY ¢ yrL Q STATE Cj_ ZIP 3 Z 75 / — 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 ro Z; o O` 313IC) G 3.300 o Signature of Owner/Agent & Date Signature of Contractor & Date o n "< H F 2.1Typ or Print Owner/Agent Name Type2 Print Contractor's Name M O N I A H J Signature of Notary & Date 313100 Signature of Notary & a e Official Seal) (Official Seal) 00 6wpuog g a0INaS NEjoN eld AHViONf-00B-L o °°° t TAMERA T. PATITUCCI £o0Z'gz unr S3HldX3 : by?93;" MY COMMISSION # CC 856100 806 LZ9 00 # NOISSIWWOO AN EXPIRFS: Sep 11,1A03 ,31ewn:,N3N31av °an,,- I_ WO633NOTARY Fla Notary Service & Bot>aitp Co, Application Approved BY: . p Date: + FEES: Building ,a43'U R on `jr Police Fire-TTTK,.) Open Space Road Impact Application (r)'r J 0 R r 01 i a H Gi PERMIT VALIDATION: CHECK CASH DATE ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) BY 1 p GOLD ( CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE I I 1 E F__ BP200I03 0 CITY OF SANFORD 3/06/00 Application Inquiry Fees 15:23:24 Application nbr 00 00001635 Property . . . . 200 250 W LAKE MARY BLVD Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF 01-APPLCTN FEE -BUILDING 10.00 10.00 k,, FN Ul", F I,RE-11 IFAOT",r_:,__ NONR S-' ........ 2,0 7` . 0 0:: 2.0 , : 0 O.,,.... i A Fl 01-FIRE INSPECT -NEW CONST 150.00 150.00 P PF 01-PERMIT FEES 1243.00 1243.00 000000 BLCA00 A PN: 01-.POLfiCE``:::IMPACT"'„_---NONRRE'S ._.:..,__.. 0,0 A RA 01-RADON GAS TAX FEE 30.00 30.00 A SC 01-RECOVERY FD/CERT. PGM. 30.00 30.00 Total due : Press Enter to continue. F3=Exit F12=Cancel 2990.00 Bottom e ci H CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS OW".J/ ' F-&kE MAN 610) Total Contract Price of Job tO , CW • co Describe Work C4-A 11 Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY f"I'cLt PERMIT NUMBER Total Sq. Ft. ('0;'L7®r--);) Flooa Prone (YES) (NO) Number of Dwellings Zoning Commercial Industrial lease attach printout from Seminole Count, I GC1 s PHONE NUMBER STATE ZIP TITLE'= HOLDER ( IF OTHER THAN OWNER) A ADDRESS CITY STATE ZIP BONDING COMP Y ADDRESS g p CITY 1 aA1-1-4 STATE ZIP l ARCHITECT ADDRESS _ CITY STATE ZIP MORTGAGE LENDER 1 STkLuloIV(Jl Ar [ ADDRESS I Ao. . Q3 1- N Q(5e CITY 0,rV 11111P STATE ZIP CONTRACTOR \ SDA),0 PHONE NUMBER 3H-26L4-9q q, ADDRESS ST. LICENSE NUMBER Q G3 CITY STATE p-— ZIP 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. H 1U Z ti " de, n (n o a n. Signature of Owner/Agent & Date Signature of Contractor & Da e M a T vr L Fr r Z Type or Print Owner/Agent Name Ty or Print Contractor's Name 0 0) r O C fD ro n N Signature of Notary & Date blignature of Notary & Date''' Official Seal) 1 7 NOTr If fPi Bl<.C'yqTE .AgAMA AT IU rt+ LARGE MY COMMLSSION EXPIRES: Mar. 3, 2M BONDED THRU NOTARY PUBLIC UNDERWRIg O N N a c o 0 c I E Application Approved BY: % r' Date: 7 saiTa -b 0 p Z FEES: Building T ! Radon Police Fire M Open Space Road Impact Application fQ7.61.l 01 U1 I O l DO 1- 4NoPERMITVALIDATION: CHECK CASH DATE oC BY d ro U) W i o N 04 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) Z a F THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: GI ton PERMIT #: 60 BUSINESS NAME:f% ADDRESS: 00Age S' PHONE NUMBER: PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ Jy0> COMMENTS: )Q .bS t,Ile A4A P . Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is I 1 Ck true and correct and that I will comply I Sanford Pee Prevention with all applicable codes and ordinances of the City of S rd, Florida. i Applicants Signature CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407) 302-2520 (407) 330-5677 FAX Plans Review Sheet Date: April 21, 2000 Business Address: 2001250 W. Lake Mary Blvd. Occ. Ch. #24 (New Mercantile) Business Name: Boulevard Plaza Ph. (407) 323-1333; (Larry Wheeler; Superintendent). Contractor: Life Safety Inc. Ph. (334) 864-8899 Reviewed [ ] goiewed with comment X Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 7ic—` Comment: All under groundwork to fire hydrants and fire mains require contractor to hold a Class #1 or Class #5 liecence. Underground work on fire lines will be verified in the field prior to ground cover, with a visual inspection. Plans show six (6) fire hydrants; all hydrants shall meet N.F.P.A. 291.color codes. Four -inch W) storz hose connection required in lue of two and half inch hose connection. Fire Protection Systems: Two hour above hydro required on all sprinkler work. x lid / i • '? PLAZA FIRE SPRINKLER HYDRAULIC CALCULATIONS LIFE SAFETY, INC. 12428 VETERANS MEMORIAL PARKWAY LAFAYETTE, AL 36862 HYDRAULIC CALCULATIONS FOR s SALES AREA SHOPS SANFORD, FLORIDA FILE NUMBER: DATE:3-19-00 DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: 20 gpm/sq. ft. AREA OF APPLICATION: ENTIRE SHOP COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 309.1 gpm TOTAL WATER REQUIRED (including hose): 559.1 gpm FLOW AND PRESSURE (@ BOR): 269.1 gpm @ 58.3 PSI SPRINKLER ORIFICE SIZE: 1/2 INCH 5.6 K NAME OF CONTRACTOR: DESIGN/LAYOUT BY: MB AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY, HASS COMPUTER PROGRAM (LICENSE # 502B820 ) HRS SYSTEMS, INC. 00 LiuXlii, I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS.. @ DEMAND PRESS. TAG PSI) PSI) GPM) PSI) GPM) PSI) SRC 80.0 75.0 1300.0 79.1 519.1 58.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 519.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 269.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 1 11.0 K= 5.60 18.4 24.0 2 11.0 19.6 3 11.0 K= 5.60 19.7 24.8 4 11.0 21.1 5 11.0 K= 5.60 18.4 24.0 6 11.0 19.6 7 11.0 K= 5.60 19.7 24.8 8 11.0 21.2 9 11.0 K= 5.60 18.4 24.0 10 11.0 19.6 11 11.0 K= 5.60 19.7 24.9 12 11.0 21.5 13 11.0 K= 5.60 18.4 24.0 14 11.0 19.6 15 11.0 K= 5.60 19.8 24.9 16 11.0 21.9 17 11.0 K= 5.60 18.4 24.0 18 11.0 19.6 19 11.0 K= 5.60 19.7 24.8 20 11.0 K= 5.60 19.7 24.9 21 11.0 22.8 22 11.0 27.5 101 11.0 28.9 102 11.0 28.7 103 11.0 28.6 104 11.0 28.8 105 11.0 28.8 201 11.0 31.5 202 11.0 30.3 203 11.0 29.7 204 11.0 29.6 205 11.0 29.5 RT 11.0 38.9 RB 2.0 43.6 BF 3.0 46.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/20/2000, C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) BP 3.0 - - - - 56.0 UG 3.0 HOSE STREAM 56.2 250.0 SRC 3.0 SOURCE 58.3 519.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pa e 3 DATE: 3/20/2000 g C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -24.0 1.049 PL 1.67 PF 1.2 1 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 2 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 2 -20.6 2.157 PL 8.33 PF 0.1 2+ 11.0 0.0 19.6 0.0 1.8 120 FTG T PE 0.0 3 11.0 5.6 19.7 24.8 0.004 TL 20.33 PV 0.0 Pipe: 3 -45.5 2.157 PL 68.67 PF 1.4 3 11.0 5.6 19.7 24.8 4.0 120 FTG T PE 0.0 4 11.0 0.0 21.1 0.0 0.018 TL 80.67 PV 0.1 Pipe: 4 -24.0 1.049 PL 1.67 PF 1.2 5 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 6 11.0 0.0 19.6 0.0 0.182 TL 6.67 Pv 0.5 Pipe: 5 -21.8 2.157 PL 8.33 PF 0.1 6 11.0 0.0 19.6 0.0 1.9 120 FTG T PE 0.0 7 11.0 5.6 19.7 24.8 0.005 TL 20.33 PV 0.0 Pipe: 6 -46.7 2.157 PL 68.67 PF 1.5 7 11.0 5.6 19.7 24.8 4.1 120 FTG T PE- 0.0 8 11.0 0.0 21.2 0.0 0.019 TL 80.67 PV 0.1 Pipe: 7 -24.0 1.049 PL 1.67 PF 1.2 9 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 10 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 8 -26.0 2.157 PL 8.33 PF 0.1 10 11.0 0.0 19.6 0.0 2.3 120 FTG T PE 0.0 11 11.0 5.6 19.7 24.9 0.006 TL 20.33 PV 0.0. Pipe: 9 -50.9 2.157 PL 68.67 PF 1.8 11 1T.0 5.6 19.7 24.9 4.5 120 FTG T PE 0.0 12 11.0 0.0 21.5 0.0 0.022 TL 80.67 PV 0.1 Pipe: 10 -24.0 1.049 PL 1.67 PF 1.2 13 •11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 14 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 11 -31.8 2.157 PL 8.33 PF 0.2 14 11.0 0.0 19.6 0.0 2.8 120 FTG T PE 0.0 15 11.0 5.6 19.8 24.9 0.009 TL 20.33 PV 0.1 Pipe: 12 -56.7 2.157 PL 68.67 PF 2.2 15 11.0 5.6 19.8 24.9 5.0 120 FTG . T PE 0.0 16 11.0 0.0 21.9 0.0 0.027 TL 80.67 PV 0.2 Pipe: 13 -24.0 1.049 PL 1.67 PF 1.2 17 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 18 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/20/2000 JOB TITLE: C:\AAAHAS-1\BLVDPLAZA.SDF PIPE TAG Q(GPM) DIA(IN.) LENGTH PRESS. END . ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -19.7 2.157 PL 8.33 PF 0.1 18 11.0 0.0 19.6 0.0 1.7 120 FTG T PE 0.0 19 11.0 5.6 19.7 24.8 .0.009 TL 20.33 PV 0.0 Pipe: 15 -44.6 2.157 PL 2.00 PF 0.0 19 11.0 5.6 19.7 24.8 3.9 120 FTG ---- PE 0.0 20 11.0 5.6 19.7 24.9 0.017 TL 2.00 PV 0.1 t Pipe: 16 -69.4 2.157 PL 66.67 PF . 3.1 20' 11.0 5.6 19.7 24.9 6.1 120 FTGT PE 0.0 21 11.0 0.0 22.8 0.0 0.039 TL 78.67 PV 0.2 Pipe: 17 -3.4 2.635 PL 12.00 PF 0.0 2 11.0 0.0 19.6, 0.0 0.2 120 FTG ---- PE 0.0 6 11.0 0.0 19.6 0.0 0.000 TL 12.00 PV 0.0 Pipe: 18 -5.5 2.635 PL 12.00 PF 0.0 6 11.0 0.0 19.6 0.0 0.3 120 FTG` ---- PE 0.0 10 11.0 0.0 19.6 0.0 0.000 TL 12.00 PV 0.0 Pipe: 19 -3.5 2.635 PL 8.00 PF 0.0 10 11.0 0.0 19.6 0.0 0.2 120 FTG ---- PE 0.0 14 11.0 0.0 19.6 0.0 0.000 TL 8.00 PV 0.0 Pipe: 20 4.3 2.635 PL 8.00 PF 0.0 14 11.0 0.0 19.6 0.0 0.3 120 FTG ---- PE 0.0 i8 11.0 0.0 19.6 0.0 0.000 TL 8.00 PV 0.0 Pipe: 21 --45.5 2.635 PL 12.00 PF 0.1 4 11.0 0.0 21.1 0.0 2.7 120 FTG ---- PE 0.0 8 11.0 0.0 21.2 0.0 0.007 TL 12.00 PV 0.0 Pipe: 22 -92.2 2.635 PL 12.00 PF 0.3 8 11.0 0.0 21.2 0.0 5.4 120 FTG ---- PE 0.0 12 11.0 0.0 21.5 0.0 0.025 TL 12.00 PV 0.2 Pipe: 23 -143.0 2.635 PL 8.00 PF 0.4 12 11.0 0.0 21.5 0.0 8.4 120 FTG ---- PE 0.0 16 11.0 0.0 21.9 0.0 0.056 TL 8.00 PV 0.5 Pipe: 24 -199.7 2.635 PL 8.00 PF 0.8 16 11.0 0.0 21.9 0.0 11.7 120 FTG ---- PE 0.0 21 11.0 0.0 22.8 0.0 0.104 TL 8.00 PV 0..9 Pipe: 25 -269.1 2.635 PL 9.50 PF 4.8 21 11.0 0.0 22.8 0.0 15.8 120 FTG T PE 0.0 22 11.0 0.0 27.5 0.0 0.180 TL 26.50 PV 1.7 Pipe: 26 77.4 2.635 PL 12.00 PF 0.2 101 11.0 0.0 28.9 0.0 4.6 120 FTG ---- PE 0.0 102 11.0 0.0 28.7 0.0 0.018 TL 12.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE_:.3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF ` JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 137.7 2.635 PL 6.08 PF 1.2 102 11.0 0.0 28.7 0.0 8.1 120 FTG T PE 0.0 22 11.0 0.0 27.5 0.0 0.052 TL 23.08 PV 0.4 Pipe: 28. -131.4 2.635 PL 5.92 PF 1.1 22 11.0 0.0 27.5 0.0 7.7 120 FTG T PE 0.0 103 11.0 0.0 28.6 0.0 0.048 TL 22.92 PV 0.4 Pipe: 29 -81.4 2.635 PL 8.00 PF 0.2 103 11.0 0.0 28.6 0.0 4.8 120 FTG ---- PE 0.0 104 11.0 0.0 28.8 0.0 0.020 TL 8.00 PV 0.2 Pipe: 30 -39.5 2.635 PL 8.00 PF 0.0 104 11.0 0.0 28.8 0.0 2.3 120 FTG ---- PE 0.0 105 11.0 0.0 28.8 0.0 0.005 TL 8.00 PV 0.0 Pipe,: 31 191.7 2.635 PL 12.00 PF 1.2 201 11.0 0.0 31.5 0.0 11.3 120 FTG ---- PE 0.0 202 11.0 0.0 30.3 0.0 0.096 TL 12.00 PV 0.9 Pipe: 32 131.4 2.635 PL 12.00 PF 0.6 202 11.0 0.0 30.3 0.0 7.7 120 FTG --- PE 0.0 203 11.0 0.0 29.7 0.0 0.048 TL 12.00 PV 0.4 Pipe: 33 81.4 2.635 PL 8.00 PF 0.2 203 11.0 0.0 29.7 0.0 4.8 120 FTG ---- PE 0.0 204 11.0 0.0 29.6 0.0 0.020 TL 8.00 PV 0.2 Pipe: 34 39.5 2.635 PL 8.00 PF 0.0 204 11.0 0.0 29.6 0.0 2.3 120 FTG ---- PE 0.0 205 11.0 0.0 29.5 0.0 0.005 TL 8.00 PV 0.0 Pipe: 35 -77.4 2.635 PL 106.92 PF 2.5 101 11.0 0.0 28.9 0.0 4.6 120 FTG 2T PE 0.0 201 11.0 0.0 31.5 0.0 0.018 TL 140.92 PV 0.1 Pipe: 36 -60.3 2.635 PL 106.92 PF 1.6 1-02 11.0 0.0 28.7 0.0 3.5 120 FTG 2T PE 0.0 202 11.0 0.0 30.3 0.0 0.011 TL 140.92 PV 0.1 Pipe: 37 -50.0 2.635 PL 106.92 PF 1.1 103 11.0 0.0 28.6 0.0 2.9 120 FTG 2T PE 0.0 203 11.0 0.0 29.7 0.0 0.008 TL 140.92 PV 0.1 Pipe: 38 -41.9 2.635 PL 106.92 PF 0.8 104 11.0 0.0 28.8 0.0 2.5 120 FTG 2T PE 0.0 204 11.0 0.0 29.6 0.0 0.006 TL 140.92 PV 0.0 Pipe:' 39 -39.5 2.635 PL 106.92 PF 0.7 105 11.0 0.0 28.8 0.0 2.3 120 FTG 2T PE 0.0 205 11.0 0.0 29.5 0.0 0.005 TL 140.92 PV 0.0 DATE: 3/20/2000 JOB TITLE: PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 40 201 11.0 0.0 RT 11.0 0.0 Pipe: 41 RT 11.0 0.0 RB 2.0 0.0 a Pipe: 42 RB 2.0 0.0 BF -3.0 0.0 Pipe: 43 BP -3.0 0.0 BF -3.0 0.0 Pipe: 44 BP -3.0 0.0 UG -3.0 H.S. Pipe.: 45 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\AAAHAS-1\BLVDPLAZA.SDF Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. PSI) (GPM) FL/FT (PSI) 269.1 2.635 PL 17.58 PF 7.5 31.5 0.0 15.8 120 FTG 3E PE 0.0 38.9 0.0 0.180 TL 41.58 PV 1.7 269.1 4.260 PL 12.00 PF 0.8 38.9 0.0 6.1 120 FTG CG PE 3.9 43.6 0.0 0.017 TL 44.00 PV 0.2 269.1 6.357 PL 100.00 PF 0.3 43.6 0.0 2.7 140 FTG 2E PE 2.2 46.0 0.0 0.002 TL 147.88 PV 0.0 FIXED PRESSURE LOSS DEVICE 56.0 0.0 10.0 psi, 269.1 gpm 46.0 0.0 269.1 6.357 PL 20.00 PF 56.0 0.0 2.7 140 FTG ET PE 56.2 250.0 0.002 TL 94.48 PV 519.1 8.249 PL1000.00 PF UG -3.0 H.S. 56.2 250.0 3.1 140 FTG 4ET3G PE SRC -3.0 SRCE 58.3 (N/A) 0.002 TL1174.23 PV NOTES: 1) Calculations were performed by the HASS 7.1 computer program under license no. 50050820 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.061 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.8 ft/sec at pipe 25. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 0.2 0.0 0.0 2.1 0.0 0.1 269.1 6.357 PL 20.00 PF 56.0 0.0 2.7 140 FTG ET PE 56.2 250.0 0.002 TL 94.48 PV 519.1 8.249 PL1000.00 PF UG -3.0 H.S. 56.2 250.0 3.1 140 FTG 4ET3G PE SRC -3.0 SRCE 58.3 (N/A) 0.002 TL1174.23 PV NOTES: 1) Calculations were performed by the HASS 7.1 computer program under license no. 50050820 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.061 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.8 ft/sec at pipe 25. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 0.2 0.0 0.0 2.1 0.0 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE::3/20/2000 C:\AAAHAS l\BLVDPLAZA.SDFJOBTITLE: PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTe6 1.049 2.00 5.00' 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly NPTee 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.002.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 '26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 39.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITTLELE:: DATE: 000 C:\AAAHAS-1\BLVDPLAZA.SDF WATER SUPPLY CURVE j 84 1 0 \\\\\\\\\\ 77+ \\\\\\\\\ 75.0 psi @ 1300 gpm Flow Test Point 70+ I I I I 63+ I x P 56+ R E S I S 49+ U R E 1 42+ i P S 1 35+ I I i I 28+ f 1 I 21+ I 14+ LEGEND " I " I x = Required Water Supply " 1 58.28 psi @ 519.1 gpm " 7+ I 0 = Available Water Supply " I 79.08 psi @ 519.1 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ I 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) z 120. 100.0 i G A F G E 80.0 I p R E S S U 60.0 R E P s 1 40.0 20.0 14.7 1 I I I 1 I 1 1 1 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) LEGEND i 1 Available pressure 79.08 psi @ 519.1 gpm 2 Required pressure 58.28 psi @ 519.1 gpm i ace '--')--sr w Donley 0 Amsociatcs, Inc. Land Surveyors Or Mappers 420 Fast State Road 434, Suite "F", Longwood, Florida 32750 Phone: (407) 2604818 Fax: (407) 260-1848 September 22, 2000 City of Sanford Building Department 300 N. Park Avenue Sanford, FL 32771 RE: LOT 5 BOULEVARD PLAZA (UNRECORDED) LEGAL DESCRIPTION ATTACHED AS EXHIBIT "A" To Whom It May Concern: I, William D. Donley, Professional. Surveyor & Mapper No. 5381 hereby certify that the finished floor elevation of the Retail Shops shown below and referenced by physical street address and by legal description attached as Exhibit "A" do meet or exceed the planned elevations as approved by the City of Sanford; said plans produced by Design Service Group, the project engineer for Boulevard Plaza, Project No. 96069W; dated January, 1999. RETAIL EXISTING F.F.E. PLANNED F.F.E. STREET ADDRESS B" 48.26 48.25 252-292 W. LAKE MARY BLVD. C" 48.92 48.92 210-260 W. LAKE MARY BLVD. D" 49.69 49.58 110-190 W. LAKE MARY BLVD. Sincerely, William D. Donley P.S.M. No. 5381 WDD/co EXHIBIT "A" LEGAL DESCRIPTION: (PARCEL 3) A PORTION OF SEC77ON 11, TOWNSHIP 20 WI TH THA T POR 77ON OF L O T 30, LAKE RECORDED /N PLAT BOOK 6 PAGE 92 OF PARTICULARLY DECRIBED AS FOLLOWS: SOUTH, RANGE 30 EAST, SEMINOLE COUNTY FLORIDA, TOGETHER MINNIE E'STA TES, ACCORDING TO THE PLA T THEREOF ASTHEPUBLICRECORDSOFSEMINOLECOUNTY, FLORIDA, BEING MORE COMMENCE A T THE /N TERSEC 17ON OF THE NOR 77 /ERL Y RIGH T OF WA Y OF LAKE MARY BOULEVARD PERTHESEMINOLECOUNTYRIGHTOFWAYMAPSOFLAKEMARYBOULEVARDDATEDFEBRUARY1987AND THE WESTERL Y RIGHT OF WAY OF ('. S. HIGH Y 17-92 PER THE FLORIDA DEPARTMENT OF TRANSPORTA 71ON RIGHT OF WAY MAPS SEC?7ON 7701-203, DATED JANUARY, 1955; 7NENCE RUN NORTH 657859" WEST, ALONG SAID NORTHERLY RIGHT OF WAY OF LAKE MARY BOULEVARD A DISTANCE OF 287.94 FEET.' THENCE DEPAR77NG SAID ,RIGHT OF WAY RUN NORTH 25' 00' 00" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 65' 18' 59" WEST, A DISTANCE OF 156.36 FEET; 754 FEET THENCE RUN SOUTH 6500'00" EAST I THENCE RUN NORTH 25 00'00" EAST, A DISTANCE OF 29 . A DISTANCE OF 9.00 FEE T, THENCE RUN NORTH 25 00'00" EAST, A DISTANCE OF 208.67 FEET; THENCE RUNRUNSOUTH65' 00' DO" EAST A DISTANCE OF 5.41 FEET THENCE RUN NORTH 25' 00' 00" EAST, A DISTANCE OF 79.14 FEET THENCE RUN SOUTH 65' 00' 00" EAST, A DISTANCE OF 25.00 FEET,' THENCE RUN NORTH 25' 30' 00" EAST, A DISTANCE OF 99.98 FEET, THENCE RUN SOUTH 65 00'00" EAST, A DISTANCE OF 390. 86 FEET TO THE WES7FRL Y RIGHT OF WAY OF U.S. HIGHWAY 17 - 92 STA TE ROAD 15 & 600 ); THENCE RUN SOUTH 24' 44' 20" WEST, ALONG SAID RIGHT OF WA Y A DISTANCE OF 185.12 FEE T' THENCE DEPAR77NG SAID RIGHT OF WA Y RUN NORTH 65 00'00" WEST, A DISTANCE OF 171.33 FEET; THENCE RUN SOUTH 822122" WEST, A DISTANCE OF 72.62 FEET THENCE RUN SOUTH 2500'00" WEST A DISTANCE OF 208.77 FEET TO A POINT ON A CURVE CONCAVE NORTH- EASTERLY HAVING THE FOLLOWING ELEMENTS.• A RADIUS OF 273.33 FEET, A CENTRAL ANGLE OF 03'1833" A CHORD LENGTH OF 15.78 FEET AND A CHORD BEARING OF NORTH 31'12'52" WEST' THENCE FROM A TANGENT BEARING OF NORTH 32 52'08" WEST . RUN NOR THWESTERL Y ALONG THE ARC OF SAID CURVE, A DISTANCE OF 15.79 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONW STERTERL Y HAVING A RADIUS OF 52.17 FEET AND A CENTRAL ANGLE OF 35'11'44';' THENCE RUN NORTNW ALONG THE ARC OF SAID CURVE A DISTANCE OF 3205 FEET TO THE END OF SAID CURVE, THENCE RUN SOUTH 25 00'00" WEST, A DISTANCE OF 269.85 FEET TO THE POINT OF BEGINNING. CONTAINIivG. 152,412.526 SQUARE FEET / 3.728 ACRES. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31. 2002 ELEVATION CERTIFICATE Important: Read the instnrctions on pag:_s 1 - 7. SECTION A - PROPERTY OWNER INFORMATION Foransurancei ompanyUse;€iii€i4Ii' P:d NumberBUILDINGOWNER'S NAME ::._. s'rsEEii f. :A,...... .. ., t n T n n - -......................................... ?ii:...................... BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number > a , 210-260 West' Lake Mary Boulevard CITY STATE- — — ZIP CODE Sanford J Florida 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 5 Boulevard Plaza (unrecorded) See Exhibit"A" for legal description BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS (Type): tT#' or. '#N.###Aal' (_LNAD 1927 I_I NAD 1983 L_I USGS Quad Map (_I Other: II SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2-__[. COUNTY NAME 83. STATE l 120294-0045E Seminole Florida 84. MAP AND PANEL 85. SUFFIX 86. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE 1 EFFECTIVE/REVISED DATE I ZONE(S) Zone AO, use depth of flooding) 120294-0145' E 4/17/95 4 17 95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L FIS Profile (_1 FIRM LJ Community Determined LJ Other (Describe): N / A, B11. Indicate the elevation datum used for the BFE in B9: Lj NGVD 1929 LJ NAVD 1988 LJ Other (Describe): N / A 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Lj Yes LA No ; Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LjBuilding Under Construction' LyjFinished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations- Zones At-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items' C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N G V T) 1 92 9 Conversion/Comments V, Elevation reference mark used -,pp r nMm e n tg Does the elevation reference mark used appear on the FIRM? LJYes Jam! No a) Top of bottom floor (including basement or enclosure) 4 8 92 ft.(m) . m O b) Top of next higher floor ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage ( top of slab) ft•(m) E O e) Lowest elevation of machinery and/or equipment o" servicing the building ft.( m) c O 0 Lowest adjacent grade (LAG) /- 2 4-2- 8.(m) z N 0 O g) Highest adjacent grade (HAG) ft.(m) r m O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area' of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealca by a land surveyor, engineer, or architect allthorized by law to certify elevation information. certify that the information in Sections A, 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. CERTIFIER'S NAMFr William D Donley LICENSE NUMBER 5381 TITLE I President COMPANY NAME ADDRESS 4 20 E, S, R n 434, t o f ' F" CITY Lon w d STATE ZIP SIGNATURE: DATE 9 2 2 0 0 TELEPHONE 4 0 ,.: f FEMA Form 81- 31„ AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS i r l:MPORTANT: In these spaces, copy the correspondinrj information from Section A. :For Insurance Company use:E a EE:E6i is ' SUILDING STREET ADDRESS (Including ApL. Unit, Suile, and/or Bldg. No.) OR P.O. ROUTE AND LOX NO. Policy Nwnber 210-260 W. Lake Mary Bo.ule.yaxd CITY STATE ZIP CODE :Company. NAIC:.Number, .: Sanford "` Florida 32772 .: SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) ICopv both sides of this Elevation Certificate for.(1) community official, (2) insurance agent/company, and (3) building owner. IGUMMtNIJ Elevations based on Seminole County Engineering Dept. benchmark designation No.260-6001; being a p.k. and disk at front door of Sanford Fire Station #2; 874' North of center line of Lake Mary Blvd. El = 48.463 1 Check here if attachments I. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), completg Items E1 through E3. If the Elevation Certificate is intended for use as supporting Information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number' (Select thelAuilding diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom flooa (including basement or enclosure) of the building is LLj ft.(m) LLjin.(cm) Lj above or Lj below check one) the highest adjacent grade. E3. For Zone AO only. If no`flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinarrree? t_I Yint (_I No (_l Unknown. The local official must certify this.information in Section G. SECTION F - PROP®Ot OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners tl atihorized repreg ntativA who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must signdere. NTA ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments- j SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and'G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. Lj The Information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information: (Indicate the source and date of the elevation data in the Comments area below.) G2. Lj A communilp,official completed Section E for a building located in Zone*A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. "The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6., DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. L1 New Construction LI Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (In Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME : TITLE COMMUNITY NAME TELEPHONE SIGNATURE, DATE COMMENTS i Check here if attachments FEMA Form 81-31. AUG 99 REPLACES ALL PREVIOUS EDITIONS A A PORI7ON OF SECTION 11, TOWNSHIP 20 Wl H HA T POR TION OF L 0 T JO, LAKE RECORDED /N PLA T BOOK 6 PAGE 92 OF LEGAL DESCRIPTION: SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, TOGEHER MINNIE ESTA TES, ACCORDING TO HE PLA T HEREOF ASHEPUBLICRECORDSOFSEMINOLECOUNTY, FLORIDA, BEING MORE PARCEL_ 3) PARTICULARLY DECRIBED AS FOLLOWS COMMENCE A T THE /NTERSECTION OF THE NOR Y R/GHT OF WA Y OF LAKE MARY BOULEVARD PER HE SEMINOLE COUNTY RIGHT OF WAY MAPS 1OF 2 PER THE BOULEVARD FLORIDA DEPARTMENTATEDEARYOFUTRANSPORTANON E dANUARyWESTERLYRIGHTOFWAYOFU.S. HIGH WA Y RIGHT OF WAY MNSEC 77ONT OF1 WA OF LAKE MARY BOULEVARD AN8WEST, DISTANCE OF 87.94FEET• ALONG SAID NORTERL HENCE DEPARTING SAID RIGHTOFWAY RUN NOR H 25' 00' 00" EAST, A DISTANCE OF 7.50 FEE TO HE POINT OF BEGINNING, HENEA UN DISTAONCE OF 297.54 FEST "HENCE RUN RUN SOUTH 65 00'OOr EAST, HENCE ,RUN NORTH 25 00'00" EAST, A DISTANCE OF 9. 00OFEc , STHENCEISTANCE OF 5RUN NORTH 25 FEET," HENCE RUNEAST A T NORTH 25 000'' 00" EASTHEA CE RU RUN SOUR 65' 00" DISTANCE OFN FEET; HEN EAST, A D/S ANCE OF 99.98 FEET; THENCE RUN SOUR 6500'DOCE RUN SOUTH 65, 00' 00" EASTADISTANCEOF25-00 "EAST, THENCE RUNWAY A DISTANCE O5 & 0. 8 ); FENCE RUN SOU WETH STERLY RIGHT G T OFALONGSAID RIGHTOFWA"Y g2 STA TE ROAD A DISTANCEO7 331FEET,- THENCE RUN ESOUTH 822G SA 1' 2GWEST, ADISTANCE OF 72.62FEET,• THENCE 0/STANCE 0 RUN SOUTH 2 NG HE FOLLOWING ELEMENOS. AO 8. 77 E WEST,' A DISTANCE F RADIUSOFT N 73.JJ FEETAACONCAVE CURvE CENTRAL ANGLE OF 037833" EASTE,RL YHA A CHORD LENGTH OF 15.78 FEET AND A CHORD BEARING OF NORTH .317252" WEST' HENCE FROM TANGEN FBEARIN790E NORTH q p0/N08OF REVERSE CUR VA TURE OF AACURE CONCA VE SOU AHWESTERL Y DISTANC OF 15THENCE HAVING A RAUs OF 52ARC OF SAID1 CURVE A DISTANCE OFL32.05 FEANGLEETT07HEENDOFSIDUCURE'HENCELRUN ALONG HE SOUTH 2500"00" WEST, A 0/STANCE OF 269.85 FEET TO HE POINT OF BEG -INNING. CON TAINIldG. 162,412.525 SOUARE FEET / J. 728 ACRES. BOULEVARD PLAZA SANFORD, FL FIRE SPRINKLER HYDRAULIC CALCULATIONS s II i LFE SAFETY, INC. 12428 VETERANS MEMORIAL PARKWAY ; LAFAYETTE, AL 36862 HYDRAULIC CALCULATIONS FOR SALES AREA SHOPS SANFORD, FLORIDA FILE NUMBER: DATE:3-19-00 DESIGN DATA OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: 20 gpm/sq. ft. AREA OF APPLICATION: ENTIRE SHOP COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED:- 309.1 gpm TOTAL WATER REQUIRED (including hose): 559.1 gpm FLOW AND PRESSURE (@ BOR): 269.1 gpm @ 58.3 PSI SPRINKLER ORIFICE SIZE: 1/2 INCH 5.6 K NAME OF CONTRACTOR: DESIGN/LAYOUT BY: MB AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 502B820 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: WATER. SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 80.0 75.0 1300.0 79.1 519.1 58.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 519.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 269.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) (PSI) (GPM) 1 11.0 K= 5.60 18.4 24.0 2 11.0 - - - - 19.6 - - - 3 11.0 K= 5.60 19.7 24.8 4 11.0 - - - - 21.1 - - - 5 11.0 K= 5.60 18.4 24.0 6 I1.0 - - - - 19.6 - - - 7 11.0 K= 5.60 19.7 24.8 8 11.0 - - - - 21.2 - - - 9 11.0 K= 5.60 18.4 24.0 R 10 I1.0 - - - - 19.6 - - - 11 11.0 K= 5.60 19.7 24.9 12 11.0 - - - - 21.5 - - - 13 I1.0 K= 5.60 18.4 24.0 ' 14 11.0 - - - 19.6 - - - 15 11.0 K= 5.60 19.8 24.9 s 16 11.0 - - - - 21.9 - - - 17 11.0 K= 5.60 18.4 24.0 I 18 11.0 - - - - 19.6 - - - j 19 11.0 K= 5.60 19.7 24.8 20 11.0 K= 5.60 19.7 24.9 21 11.0 - - - - 22.8 - - - 22 11.0 - - - - 27.5 - - - 101 11.0 - - - - 28.9 - - - 102 11.0 - - - - 28.7 - 103 11.0 - - - - 28.6 - - - 104 11.0 - - - - 28.8 - - - 105 11.0 - - - - 28.8 - - - F 201 11.0 - - - - 31.5 - - 202 11.0 - - - - 30.3 - - - 203 11.0 - - - - 29.7 - - - 204 11.0 - - - - 29.6 - - - I20511.0 - - - - 29.5 - - RT 11.0 - - - - 38.9 - - - e RB 2.0 - - - - 43.6 - - - BF -3.0 - - - - 46.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) BP 3.0 - - - - 56.0 UG 3.0 HOSE STREAM 56.2 250.0 SRC 3.0 SOURCE 58.3 519.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/20/2000 C:\AAAHAS-l\BLVDPLAZA.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -24.0 1.049 PL 1:67 PF 1.2 1 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 2 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 2 -20.6 2.157 PL 8.33 PF 0.1 2 11.0 0.0 19.6 0.0 1.8 120 FTG T PE 0.0 3 11.0 5.6 19.7 24.8 0.004 TL 20.33 PV 0.0 Pipe: 3 -45.5 2.157 PL 68.67 PF 1.4 3 11.0 5.6 19.7 24.8 4.0 120 FTG T PE 0.0 4 11.0 0.0 21.1 0.0 0.018 TL 80.67 PV 0.1 Pipe: 4 -24.0 1.049 PL 1.67 PF 1.2 5 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 6 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 5 -21.8 2.157 PL 8.33 PF 0.1 6 11.0 0.0 19.6 0.0 1.9 120 FTG T PE 0.0 7 11.0 5.6 19.7 24.8 0.005 TL 20.33 PV 0.0 Pipe: 6 -46.7 2.157 PL 68.67 PF 1.5 7 11.0 5.6 19.7 24.8 4.1 120 FTG T PE 0.0 8 11.0 0.0 21.2 0.0 0.019 TL 80.67 PV 0.1 Piper 7 -24.0 1.049 PL 1.67 PF 1.2 9 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 10 1i.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 Pipe: 8 -26.0 2.157 PL 8.33 PF 0.1 10 11.0 0.0 19.6 0.0 2.3 120 FTG T PE 0.0 11 11.0 5.6 19.7 24.9 0.006 TL 20.33 PV, 0.0 Pipe: 9 -50.9 2.157 PL 68.67 PF 1.8 11 11.0 5.6 19.7 24.9 4.5 120 FTG T PE 0.0 12 11.0 0.0 21.5 0.0 0.022 TL 80.67 PV 0.1 Pipe: 10 -24.0 1.049 PL 1.67 PF 1.2 13 11..0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 14 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 P1 Pipe: 11 -31.8 2.157 PL 8.33 PF 0.2 14 11.0 0.0 19.6 0.0 2.8 120 FTG T PE 0.0 15 11.0 5.6 19.8 24.9 0.009 TL 20.33 PV 0.1 Pipe: 12 -56.7 2.157 PL 68.67 PF 2.2 15 11.0 5.6 19.8 24.9 3.0 120 FTG T PE 0.0 16 11.0 0.0 21.9 0.0 0.027 TL 80.67 PV 0.2 Pipe: 13 -24.0 1.049 PL 1.67 PF 1.2 17 11.0 5.6 18.4 24.0 8.9 120 FTG T PE 0.0 18 11.0 0.0 19.6 0.0 0.182 TL 6.67 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS' Page 4 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -19.7 2.157 PL 8.33 PF 0.1 18 11.0 0.0 19.6 0.0 1.7 120 FTG T PE 0.0 19 11.0 5.6 19.7 24.8 0.004 TL 20.33 PV 0.0 Pipe: 15 -44.6 2.157 PL 2.00 PF 0.0 19 11.0 5.6 19.7 24.8 3.9 120 FTG ---- PE 0.0 20 11.0 5.6 19.7 24.9 0.017 TL 2.00 Pv 0.1 Pipe: 16 -69.4 2.157 PL 66.67 PF 3.1 20 11.0 5.6 19.7 24.9 6.1 120 FTG T PE 0.0 21 11.0 0.0 22.8 0.0 0.039 TL 78.67 Pv 0.2 Pipe: 17 -3.4 2.635 PL 12.00 PF 0.0 2 11.0 0.0 19.6 0.0 0.2 120 FT( ---- PE 0.0 6 11.0 0.0 19.6 0.0 0.000 TL 12.00 PV 0.0 Pipe: 18 -5.5 2.635 PL 12.00 PF 0.0 6 11.0 0.0 19.6 0.0 0.3 120 FTG ---- PE 0.0 10 11.0 0.0 19.6 0.0 0.000 TL 12.00 PV 0.0 Pipe: 19 -3.5 2.635 PL 8.00 PF 0.0 10 11.0 0.0 19.6 0.0 0.2 120 FTG ---- PE 0.0 14 11.0 0.0 19.6 0.0 0.000 TL 8.00 Pv 0.0 Pipe: 20 4.3 2.635 PL 8.00 PF 0.0 14 11.0 0.0 19.6 0.0 0.3 120 FTG ---- PE 0.0 18 11.0 0.0 19.6 0.0 0.000 TL 8.00 PV 0.0 Pipe: 21 -45.5 2.635 PL 12.00 PF 0.1 4 11.0 0.0 21.1 0.0 2.7 120 FTG ---- PE 0.0 8 11.0 0.0 21.2 0.0 0.007 TL 12.00 PV 0.0 Pipe: 22 -92.2 2.635 PL 12.00 PF 0.3 8 11.0 0.0 21.2 0.0 5.4 120 FTG ---- PE 0.0 12 11.0 0.0 21.5 0.0 0.025 TL 12.00 Pv 0.2 Pipe: 23 -143.0 2.635 PL 8.00 PF 0.4 12 11.0 0.0 21.5 0.0 8.4 120 FTG ---- PE 0.0 16 11.0 0.0 21.9 0.0 0.056 TL 8.00 Pv 0.5 Pipe: 24 -199.7 2.635 PL 8.00 PF 0.8 16 11.0 0.0 21.9 0.0 11.7 120 FTG ---- PE 0.0 21 11.0 0.0 22.8 0.0 0.104 TL 8.00 PV 0.9 Pipe: 25 -269.1 2.635 PL 9.50 PF 4.8 21 11.0 0.0 22.8 0.0 15.8 120 FTG T PE 0.0 22 11.0 0.0 27.5 0.0 0.180 TL 26.50. PV 1.7 Pipe: 26 77.4 2.635 PL 12.00 PF 0.2 101 11.0 0.0 28.9 0.0 4.6 120 FTG ---- PE 0.0 102 11.0 0.0 28.7 0.0 0.018 TL 12.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE-: 3/20/2000 C:\AAAHAS-l\BLVDPLAZA.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 137.7 2.635 PL 6.08 PF 1.2 102 11.0 0.0 28.7 0.0 8.1 120 FTG T PE 0.0 22 11.0 0.0 27.5 0.0 0.052 TL 23.08 PV 0.4 Pipe: 28 -131.4 2.635 PL 5.92 PF 1.1 22 11.0 0.0 27.5 0.0 7.7 120 FTG T PE 0.0 103 11.0 0.0 28.6 0.0 0.048 TL 22.92 PV 0.4 Pipe: 29 -81.4 2.635 PL 8.00 PF 0.2 103 1-1.0 0.0 28.6 0.0 4.8 120 FTG ---- PE 0.0 104 11.0 0.0 28.8 0.0 0.020 TL 8.00 PV 0.2 Pipe: 30 -39.5 2_635 PL 8.00 PF 0.0 104 11.0 0.0 28.8 0.0 2.3 120 FTG ---- PE 0.0 105 11.0 0.0 28.8 0.0 0.005 TL 8.00 PV 0.0 Pipe: 31 191.7 2.635 PL 12.00 PF 1.2 201 11.0 0.0 31.5 0.0 11.3 120 FIG ---- PE 0.0 202 11.0 0.0 30.3 0.0 0.096 TL 12.00 PV 0.9 Pipe: 32 131.4 2.635 PL 12.00 PF 0.6 202 11.0 0.0 30.3 0.0 7.7 120 FTG ---- PE 0.0 203 11.0 0.0 29.7 0.0 0.048 TL 12.00 PV 0.4 Pipe: 33 81.4 2.635 PL 8.00 PF 0.2 203 11.0 0.0 29.7 0.0 4.8 120 FTG ---- PE 0.0 204 11.0 0.0 29.6 0.0 0.020 TL 8.00 PV 0.2 Pipe: 34 39.5 2.635 PL 8.00 PF 0.0 204 11.0 0.0 29.6 0.0 2.3 120 FTG ---- PE 0.0 205 11.0 0.0 29.5 0.0 0.005 TL 8.00 PV 0.0 Pipe: 35 -77.4 2.635 PL 106.92 PF 2.5 101 11.0 0.0 28.9 0.0' 4.6 120 FTG 2T PE 0.0 201 11.0 0.0' 31.5 0.0 0.018 TL 140.92 PV 0.1 Pipe: 36 -60.3 2.635 PL 106.92 PF 1.6 102 11.0 0.0 28.7 0.0 3.5 120 FTG 2T PE 0.0 202 11.0 0.0 30.3 0.0 0.011 TL 140.92 PV 0.1 Pipe: 37 -50.0 2.635 PL 106.92 PF 1.1 103 11.0 0.0 28.6 0.0 2.9 120 FTG 2T PE 0.0 203 11.0 0.0 29.7 0.0 0.008 TL 140.92 PV 0.1 Pipe: 38 -41.9 2.635 PL 106.92 PF 0.8 104 11.0 0.0 28.8 0.0 2.5 120 FTG 2T PE 0.0 204 11.0 0.0 29.6 0.0 0.006 TL 140.92 PV 0.0 Pipe: 39 -39.5 2.635 PL 106.92 PF 0.7 105 11.0 0.0 28.8 0.0 2.3 120 FIG 2T PE 0.0 205 11.0 0.0 29.5 0.0 0.005 TL 140.92 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -269.1 2.635 PL 17.58 PF 7.5 201 11.0 0.0 31.5 0.0 15.8 120 FTG 3E PE 0.0 RT 11.0 0.0 38.9 0.0 0.180 TL 41.58 PV 1.7 Pipe: 41 -269.1 4.260 PL 12.00 PF 0.8 RT 11.0 0.0 38.9 0.0 6.1 120 FTG CG PE 3.9 RB 2.0 0.0 43.6 0.0 0.017 TL 44.00 PV 0.2 Pipe: 42 -269.1 6.357 PL 100.00 PF 0.3 RB 2.0 0.0 43.6 0.0 2.7 140 FTG 2E PE 2.2 BF -3.0 0.0 46.0 0.0 0.002 TL 147.88 PV 0.0 Pipe: 43 FIXED PRESSURE LOSS DEVICE BP --3.0 0.0 56.0 0.0 10.0 psi, 269.1 gpmBF -3.0 0.0 46.0 0.0 Pipe: 44 -269.1 6.357 PL 20.00 PF 0.2 BP -3.0 0.0 56.0 0.0 2.7 140 FTG ET PE 0.0 UG -3.0 H.S. 56.2 250.0 0.002 TL 94.48 PV 0.0 Pipe: 45 -519.1 8.249 PL1000.00 PF 2.1 UG -3.0 H.S. 56.2 250.0 3.1 140 FTG 4ET3G PE 0.0 SRC -3.0 SRCE 58.3 (N/A) 0.002 TL1174.23 PV 0.1 NOTES: 1) Calculations were performed by the HASS 7.1 computer program under license no. 50050820 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.061 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.8 ft/sec at pipe 25. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: DATE: 20/20,00 C:\AAAHAS-l\BLVDPLAZA.SDF PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.049 2.0,0 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: B MATERIAL THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G • A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 39.00 DATE: 3/20/2000 JOB TITLE: WATER SUPPLY CURVE SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 8 I C:\AAAHAS-1\BLVDPLP.ZA.SDF 84+ I i 0 \\\\\\\\\\ 77+ 75.0 psi @ 1300 gpm I Flow Test Point 70+ I I I 63+ I I X P 56+ R 1 E S I S 49+ U R E I 42+ I P S 135+ I I I 28+ I I I 21+ I I 14+ I" LEGEND X = Required Water Supply " I 58.28 psi @ 519.1 gpm " 7+ 1 0 = Available Water Supply " 1 I 79.08 psi @ 519.1 gpm " 0+ ------ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/20/2000 C:\AAAHAS-1\BLVDPLAZA.SDF _ JOB TITLE; 1 a I , WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 75.00 psi Flow: 1300.0 gpm 120.0 100.0 G A G E 80.0 P R S S u 60.0 R E P s 40.0 20.0 1 2 14.7 1 1 1 1 1 1 I 1 1 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) LEGEND 1A Available-oressure79.08 psi @ 519.1 gpm 2 Required pressure, 58.28 psi @ 519.1 gpm CITY OF SANFORD, FLORIDA PERMIT NO. ,V0 ;?- DATE-7,?31220 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME Sik //d( i l% /31c n, /f ADDRESS OF JOB MECHANICAL CONTR. P,,op/maycG, RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK J CITY OF SANFORD, FLORIDA: APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Total Contract Price of Job # -•' j < ', c.% Describe Work Type of Construction /y'r F Flood Prone (YES Number of Stories r rF. Number of Dwellings ' Zoning _ Occupancy: Residential Commercial ;' ..f;.. %s' Industrial PERMIT NUMBER Total Sq. Ft. . = a LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _''.f;f fy.' + y l t ,r'I i,.,.., ,•: ADDRESSj CITYlr:f r",,ram: TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY a f ARCHITECT ADDRESS CITY r MORTGAGE LENDER ADDRESS STATE ZLP J STATE ZIP STATE /" 4 ZIP CITY STATE ZIP CONTRACTOR r /!'' % > raP_• ! ,fj'fL`• PHONE NUMBER ADDRESS u• ,r ! • ' rf r' , t o < tr,.. fsr r , ` ?L. /ST. LICENSE NUMBER CITY F 'i; 5' r ,7 , i`-' STATE ,, ..4 . Z I P y . 77 L, r 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 andthat 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. Signature of Owner/Agent Date+ Signature. of Contractor & Date` o- ''< t % r e t ii ' ie.4 : i t • ''•i f /`f u Type -;or Print Owner/Agent Name '`Type ors Print' "Contractor's'Name a 3 ( BD M o "!` B'i r,,, S' 1.. iir t.{ ' f ::ri..f4..d.-+$ 1 .,F/.+_-., k..........r: Q+ K rI Signature of Notary & Date 31 1DO Signature of Notary ,& Date o :_. rt Official' Seal ) rr G, ARLENE K. RUMBLEY j TAMERAT. PATTTUCCI `' NAY COMMISSION # CC 821908 O MYCOMMISSION # CC 856100 :0 ^ 'fgjq; EXPIRES: Jun 26, 2003 pl 0~ EXPIRES: Sep 11, 2003 Notary Bonding G1, 900.3NOTARY.gpo-& NOTARY Fla: Note Service 8 Bondi Co. , Pla Notary S.W.S.W3 8ortdrg Co. y 4a4o a 3 a E . Application Approved BY: / r• „i Date ~, r• 0 r` ro q tuia rt Police '`! L.Fire .^. ,1 Z FEES: Building +•t j' Radon ,` Q Open Space Road Impact Application 1 j'U rn '` r J . G o PERMIT VALIDATION: CHECK CASH - DATE BY o -_ N a ORIGINAt. (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) t, f. f Z 04 E THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE a;. CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Z190_ 2 I PERMIT NUMBER Total Contract Price of Job 2-S-700 Total Sq. Ft. &JCV0 Describe Work t Type of Construction —N,--quj Flood Prone (YES) (NO) Number of Stories % Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER NSSL) C , PHONE NUMBER 32 l ._ 1 3 ADDRESS S,j- CITY C1 ( STATE ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ZIP ARCHITECT ADDRESS CITY STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR Il lalpl i 'G`-- PHONE NUMBER 2!=* 2-331 ADDRESS j ' f' ST. LICENSE NUMBER_(j7 jJ CITY 1-&Ly' f#L46- STATE -FL-. ZIP 3Zf/-7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. y ro z. mIn a ca o H g Signature of Owner/Agent & Date ian % a turee of Contra or & Date M n N K z U Type or Print Owner/Agent Name a or Pri t, C ractor's Name 7 o x a; B i - "' Aa b x p Signature of Notary & Date Si\gnatqAe of Notary & Date Official Seal) ( ficial Seal) Mary L. Muse y.Commission # Ca 951644 Expires Aug. 4, 2003 z Bonded Thru Atlantic Bonding Co., Inc. b a 3 i p o Application Approved BY: Date: 0 Z FEES: Building Radon Police Fire. i o Open Space Road Impact A plic tion N 0 o w o PERMIT VALIDATION: CHECK CASH DATE BY t 1d v 4 0 0 a 1 ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (C ADMIN) zP4P THISI APPLICATION USED FOR WORK VALUED. $2500.00 OR.MORE L 1 a...va.a ava. a vas uvy1J L/11 V rGi\l'll1 PERMIT NUMBER 0 (. 5c1 PERMIT ADDRESS ` 22,O- -L%- o l,V, Total Contract Price of Describe Work: Type of Construction: _ Change of Use From: _ Number of Stories: Occupancy: Residential Job: Vk2 y D- DATE r. W Total Sq. Ft. Flood Prone: (YES) (NO) Change of Use To: Number of Dwellings: Commercial Industrial Zoning: i.EGAL DESCRIPTION: (please attach printout from Seminole County) 5,e ;q exx p / TAX I.D. NUMBER: OWNER ADDRESS ja(o E, 2 S tk S+, 5 Cl h CITY STATE CONTRACTOR ADDRESS { CITY ARCHITECT PHONE NUMBER: qb')- ` -2/— 92oo ZIP 5e hS PHONE NUMBER: Lrl A 4-1' e a v C- M CA i + k a ild Fl , 3-L - c STATE ZIP If LICENSE NO. 1 ADDRESS A2 CITY /1//rj' STATE A/ZIP N SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 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. If applicable, check with your homeowner's association prior to applying for a permit. The named Contractor/Owner Builder to whom the permit is issued shall have the responsibility for supervision, direction, management, and control of the construction activities on the project for which the building permit was issued. 01 y L. Muse S GNATURE OF CONTRA i;;Commission # CC 851 SIGNATURE OF OWNER 5 ,< Expires Aug. 4, 2003 30 Bonded Thr/ Q , •, LL `,, Atlantic Bondingng CCInc. o., DATE DATE APPLICA ION APPROVED BY: _:a,-`- FEES: Building Radon Police Fire Open Space Road Impact Other Application PERMIT VALIDATION: CHECK CASH DATE w THIS APPLICATION USED FOR WORK VALUED UNDER $,2500.00. ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) 0 C5- C- - pLV z, 14., -t-©ao CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO. v ( J I DA THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: A. a e.r ADDRESS OF JOB: ELECTRICAL CONTRACTOR: Subject to rules and regulikions of the city electrical code: By signing this application I am stating I am in compliance with the City Electrical Code Ap 's Signature States Licensed b ESTA NLISH EI7i1976'; November 13, 2000 City of Sanford Building Department . P.O. Box 1788 Sanford, FL 32772 RE: Boulevard Plaza - City of Sanford Corner of 17-92 & Lake Mary Boulevard Dear Sir/Madam: This letter will authorize Jayco Signs to pull necessary permits to install a store front sign for Ms. Van Thuy Luu d/b/a Hollywood Nails (Unit #303 & #304) at the above referenced shopping center. Sincerely, SANDEFUR & ASSOCIATES, INC. Tamera T. Patitucci Executive Vice President TTP/ks SWORN TO A ND SUBSCRIBED BEFORE ME THIS DAY OF NOVEMBER, 2000 Kathleen E. Stanley - Notary KATHLEEN E STANLEY MY COMMISSION # CC 9U9114 OfE OEXPIRES: Feb8,2004 8m-NOTARY Fla. Notary services Bonding co. 806 East 25th Street a Sanford, Florida 32771 0 Phone: (407) 321-8200 M Fax: (401) 321-9773 0 Website: www.sandefurco.com 12 n c%1 — 0fl.AlLZ-SPA- LAYOUT SCALE: 3/8"=1'-0" ELEVATION NTS N tvhurt RMOiE TLYIIEWlM END VIEW NTS INTERNALLY ILLUMINATED CHANNEL LETTERS, FLUSH MOUNTED FABRICATED ALUMINUM CHANNEL LETTERS PAINTED WIT- MATTHEWS ACRYLIC URETHANE ENAMEL: SATIN FINISH 050" ALUMINUM RETURNS AND .063" ALUMINUM BACKS PAINTED BRONZE FACES: ("THE" & "SPA) 1/8" GREEN PLEXIGLASS WITH WHITE 1EWELITE TRIM; ("NAILZ") 1/8" RED PLEXIGLASS WITH GOLD JEWELITE TRIM ILLUMINATIONS 15mm CLEAR RED & GREEN NEON WITH REMOTE TRANSFORMERS SIGN DIMENSIONS: 3'-7" x 16'-9" SQUARE FOOTAGE: 60 STORE FRONTAGE: 30' 4LOCATED WITHIN TEN (t0l FIEFT OF THr SIGN NUMBER OF SETS: 1 -"--- -s---- FACE COLOR: GREEN / REDS JAXCO SI(N8} RETURN COLOR: BRONZE ES 0000208 141MINAd—le 01%U410 E. FLS Ni ULE 141005 - W7133MlY x N071 Mann TRIM COLOR: WHITE / GOLD THE NAILZ SPA RiANNDT u GNMca cmc 11/2/00 RETURN DEPTH: 5" ....,. E l. D. CHAPMAN CHB 307-5 xxc 3/8 NEON COLOR: GREEN / RED = 1' 0' ®+ 4 EXHIBIT A Legal Description of Property) Lot 5, BOULEVARD: PLAZA SUBDIVISION, according to the plat thereof as recorded in Plat Book 58, Page 47, Public Records of Seminole County, Florida. Listed sigworsign section (consists of Ichannel letters allached to raceway electrode receptacle, Iransforrner, tube stands and disconnect switch, i provided) suitable for outdoor location unless marked for indoor only. Plastic lace optional) Tube sopporl Per NEC 600-33(b). Neon, lube. Spacings mainlained Lefler Per spacing table. height varies Electrode receplacle SPACING TABLE A. Between primary wiring and insulated high voltage wiring 8. Betw et metal een insulated high voltage wiring and dead metal where wrii cover: parallels dead metal for more than 1' within sign sections. C. Between neon tube (if over7500 volt circuit) and nearest suriace D. Between uninsulateddhigh voltage conductors orcornlionenfs. (f pointgroundedtransformer) and deadmetal (ground), low vollal I primarycircuitconductorsandhighvoltageconductorsofoppositepolar( m 50 (1.) of sign: Ih sign as siiown".) Voltage A t 4. B C p 1001 to500012inch12inch5001to 10000 3M inch 3/4 incll none 3/ 4 in 1/4inch: if 1 1/8it 1000) l0150001inchtinch7500V+ 1 12inl 9 Printery electrical source Example "A" Raceway 112 in: nunimurn conduit,\ One piece metal sliown). sign NEC 600- 6 & 600 21. (Sign listing ma(k) Joint in Transformer raceway E_ xarnple. "B' Two piece stye BIG BOBS i lJ r I Iwo section list ng mark) Drain holes.-- 11%recdExample" C' I TINo signs BIG BO13'S 's if usedouldoors. Fasteners as required by local jurisdiction. Separale•raceway. for ach sign one sign listingmark on eacii sign) lnslallatiort of signs listed, perUL48 Listing marks LISTED Note: Inslallation requirements only. Sign or section listing mark Required on Siyrt or by qualified electrical nt ri_ i I qlIsreserved. Nn part of Ihis work -coven l by the copyrighl hereon may. be reproduceriusedManufacturingrequirements contained in UL48, sacfions.' See examples A B, & C. testing laboratory or irany form or Gyany.means -graphic, electronic, or nieclranical, includingphufocopying, reciudiny•'lapinu, LETTER The first blank space identifies the number of each signsection. The ELECTRIC SIGN- SEC1 ION or infonnaw i dotageS and relriavalsyslemswimontwrltlenpe,mission or Ilse publisher, except That single, copies of indivirtiral pages r1 pDE RACEWAY RECEPTACLE i second blankspaceIndicatesUte total number of signseChonsinstallation NO. XX- 1 23" 156 may be suede a bona ride electrical real signinstallation-rinn for the sole puipuse or providing yaidance on Ih e of etecfiicalsigns'or LlIANNEL of _ oullinelighting, without the publisher. permissionor the: October 1994 j No. UL48-T3 r. 1c BUILDING SETBACK REQUIREMENTS; BY CITY REVIEW LANDSCAPE REQUIREMENTS: BY CITY REVIEW. ZONING REQUIREMENTS: EXISTING- UNKNOWN REQUIRED- COMMERCIAL BUILDING. AFLA I I r,:riviia.wc II' jPAF ING 1 TRAFFICHEAVYDUTYJPAVII•IC. _ I — IGNAL BUILDING ENVELOPE LINE — — EASEMENT AREA — —••— ••—••— —J _ THE DEVELOPMENT __ "_^_"_ 1 o/• % // • 77 LOADING • .: .' -. i; / 0. VOADING30LELECTRICAL6.67 PANELS ENCLOSURE II\ \ ` V•, a- COYPAf30R .' TRANSFORMER ',• _ i`'- EMERGENCY EXITS WET DETENTION AREA "A"' 1 Ica I I N iUri Q 1 1 ETENTION AREA TO SERVE SHOPPING THENaLATERaDEVELOPMENTNeww rw+vslyoww O4we[.n..,seJrn.ee„e.6,.ve: Q _ pp nc:JJDv eia Aaoe DID Vivoenu[D m - O Jou I vuwvvvanrvve o2e DDee EEE7 -=`^ ineD'vE iMvaEc:,r::r_•rr'i Diu`z E i..,nau 33a E`ais'n 'P-S: .E°cEar .. a:a"r.J br.nplJaeuuiuJODuiA3.-'.LG.JS w:•SJM1iDI DT J.toou µn^^i•=- Dpu4in DueuSDDa DS,iJJ uui i }pOYlJtln eptytgD D[[, OUTPARCELI 1: ALSERTSONS I m 57,604 S.F. 001 S.F. `O 5. 67 ------ •mom III f ENTRY* 5 5 33 - PS "B'i y ExIT SH 5, 000 S.F.. 1 7A -7• t00• Z,1 o) f p': Et"!' Cfl:.'2`• nL • • PARCEL PAD " B" 3 I / i ''- Iyi/. • I ii'. • I SELF -PARKED " a A bi1.1 i r•' A 1 as I I EL 2 I 1, A , 1 ': ourPARc iz a naYo a i Lt" _' m 3 nr !ac 118 ! p: ••, ;; I a' I 1 1 I; I I I n I I I i ; , ie uuin coi.i... ':3f: y Ina — _ • p U LC! iIGN RT iN/GUT •)NL A? CHED .PEA INDICATES 3. 00• PAINTED STRIPI, TYPICAL BOTHENDSTYPICAL ALL PLANTERS TT c7 a c O t AIeT. RAISLD y[{ 11AN 1 SERVICE ORIVE JS' RApN/5 LAKE MARY BLVD. a) Q 2 PAD " A" 8. 000 S.F mONLIMONT SIGN MAX SELF - PARKED CODE tERMITTING) I IRl, v PAD y 0O 99 R W Ev OUTPARCELS IANU REV G.B A r- 79-'99 CSD NANGED TO EXHIBIT 'A' D-' 99 TFW v AL13ERTSONS FADING DOCK a G.B.A. I I k s I a GW EXISTING TRAFFICSIGNALEXHIBIT ' A' SITE PLAN TOTAL GROSS BUILDING AREA,t 89,634 5.F.. TOTALCARPARKSREQUIRED44]_ TOTAL CARPARKS PROVIDED )K 451 (•4) TOTAL SITE AREA K(•/-> 605.945 S.F. (13.91 Oc.) EXCLUDES CALCULATIONS FOR OUTPARCEL 1AND 2. APPROVED BY: DATE DESIGN a CONSTRUCTION 50 PARKCENTER BL•rp BO SE. ID.av^ 93'?6 D9, s9o-„ I wwo rc, N. W.C. LAKE MARY e VD. AND ILIS. 17-92 SANFORD, FL. S, owr No 4471 7- 4 CITY OF SANFORD PERMIT APPLICATION Permit No.: L J Date: Job Address: 2,0 SookkArl . (41/ I f'w 3 CS) Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: 0`j-4Ajx,),*—L 4eT(ez ex) 8Aey&off; 7 Type of Construction: Flood Zone: Valuation of Work: $ /I SO . o Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: 2 2rh Owner: 6/1+i*%Jcc i (SANDV--FO Z `- ASSCCIATES _ / 1-i Address: e 0 (P Ea-51 7,5n S T City: AKJ'-F fZd I F L 37,77 State: L Zip: `327 Phone No.: 007.- 32( au)Z) Fax No.: Contractor: Z- i cif'" /,,) S 5/v! Address-- Y'f 7- City: 0 State: /`// Zip: State License No.: Phone No.: VC, 7 6 i C 7 3 3 y Fax No.: Ya iop` 7 f 7 7 y Contact Person: Tr d Phone No.: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Phone No.: Fax No.: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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, FS 713. 4 121 CNRISTQPHER MY COMMISSION k S: I' pa EXPIRES: April 24, ,-." ll PF F, Bonded Thru Notary PubNc C:.: ` .. r:•: Owr r/Agent is Personally Known to Me or Produced ID f Vyt+veri L°• L Signature of Contractor/Agent Date Prin ntractor/ Age 'stName Signatur of No ry-State oe Florida Date Mary L. Muse Commission # CC 851644 Expires Aug. 4, 2003 Bonded Thru Atlantic Bonding Co., Inc. Contractor/Agent is Pernally Known to Me or V Produced IDFL C (0L/d — yQ- (,,f0- 33D- 0 APPLICATION APPROVED -BY „ r.S __ `_, ___Date Special Conditions: 0 ki t cl 6b ec1 b,;1du„s n ei ao P ca aSec. o \-o x_r.P, 1. 22 f11 ...at•o_hoc CITY OF SANFORD ELECTRICAL APPLICATION PERMIT NO-0 I' 2 q C) DATE: 1/ 3 O — 00 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: SAi)DE- F(Art A S Sori 1 i`ers i ADDRESS OF JOB: 72QLJ 4,4 e 1-444K 94yleilA!'r( ELECTRICAL CONTRACTORAVYCZ/1 %N7ZA82 l42S RES NON-RES Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compliance with the City Electrical Code Applicant's Signature States License# E%l Dd%w! ,30 h I PUBLIC WORKS PLAN APPROVAL AND ROUTING SYSTEM The Public Works Department's main concern during plan review and final inspections are use, future repairs, maintenance cost of our right-of-ways. PLANS REVIEWED: SITE PLANS ENGINEERING PLANS SUBDIVISION PLANS ANNEXATION REQUEST VACATE REQUEST ITEMS REVIEWED FOR RIGHT-OF-WAYS: SOLID WASTE - Location and Standards (Dumpsters, Compactors and Curbside Pickup). SIGNS AND PAVEMENT MARKINGS - Locations and Standards. ROADS, DRIVEWAYS AND SIDEWALKS - Location, Standards and Design Specifications. STREET LIGHTS FOR SUBDIVISIONS- Location and Standards. STORM WATER SYSTEMS - Design, Location and Outfall. INSPECTIONS: SITE INSPECTION - National Pollutant Discharge Elimination Standards (NPDES), ie. Erosion Control. FINAL INSPECTIONS - Street Lights, Sidewalks, Driveways - Residential and Commercial, Stormwater - Ditch enclosures (Types of materials and maintenance), Signs and Pavement Markings and Solid Waste (Dumpster and Compactor Enclosures, Curbside Pickup). KEY PERSONNEL: Jerry Herman - Public Works Director Robert Beall/Signs and Traffic Coordinator - Plans Review, Inspects Right - Of - Ways and Solid Waste. Carl Wood/Stormwater Superintendent - Site inspection of Stormwater (NPDES). Shine Fydenkevez/Stormwater Foreman - Site inspection of Stormwater (NPDES). Jo Ann Legge/Solid Waste Coordinator - Questions concerning Solid Waste. I hereby name and appoint Of 2 9 00 Date) to be my lawful attorney in fact to act for a and pply to the Q Y for a ;.Permit for work to L performed at a location described as: Section Township Range Lot Block Subdivision Z20 5 Lk .v D 0- r I Address of Job) A) Owner of Property'and Address) and to sign my name and do all things necessary to this appointment. Aclmowledge: NICK'S EAT=RISFS_ INC_ Ucense ##ER0017A30 Type oLPWritna' andHcqnse nuipber of Contractor Nichplas D. Hutton Signature of Licensed Contractor f, ty name of Nota IIp Poykno ; OR Produc 1. Type and number of 1. D. produced: KAR. EN ABRAMOWITZ Notary Public, State Of Florida MyComm, Expires March 24, 2002 Comm, No, CC 72-2378 WIRELESS SCALE:1/4' Y 8B" CNANNEL HER ON RA AY flit WALL JEWEL 11TE PLASTIC FACE RACEWAY CHANNEL. LETTER i e4.A-air s a !1 EU Usted ELECTRIC SIGN eeena A038459 A 1 I III l l i A-'•4T QN L • IQUOR GT(e4° I nt - rqy .• G1 I rypp it 1 •.KO.0 ttnK I )ACe L II n I gw.r.r t. w• s q-1 I e• i tm na sr I I I C fa1 __ nny IIIIIIIII I I I I I I I I I I I I I n mtK t, ift a I I I hq dv i JI C RnAIL 1 AR nm v W{ I i 3k ItABi tplK LYO L I I• 1 j I i I TnTAI —NT R 9Itt nl Ai LCXERD s OU-, PA/CEL 7 I KA[w+a• tnr oao.c ': y.+ t, v om z r L ' II f I I ! - . 4 I I t+r Lr.o.c -: tm v III I !! II owRKWC '1AIA Rw IIIIIIIIIIIIIIII1111tACv1 SM1QS 1 II IL LAKE. NARY BOULEVARD - R/W VAR/ES EXHIBIT A Legal Description of Property) Lot 5, BOULEVARD PLAZA SUBDIVISION, according to the plat thereof as recorded in Plat Book 58, Page 47, Public Records of Seminole County, Florida. FINAL INSPEC17ION REQUIRED PLANS j!jrjyi4l r-. p 6 , v CITY OF SAM, FORD City. , , . 1 l Lanford 1997 c-d". andoo d Ri An 199 er CC F L A b il i y FL. Ejiler'J`Y "" OCR E3 i',-,'97 SANFORD BUILDING DEPT. THESE PLAINS ARE REVZ A/E-D AND CONDITIONALLY ACCEPTEDFORPLRM ' IT, A PER'MrT ISSUED SHALL BE A LICENSE To PROCEED WITH C0NS"T- R; - JED TO OF H THE WORK AND NOT AS AUTHORITY 1-0 VIOLATE, CAJN(--EL-- ALTER, OR SET ASIDE ANY OF THE F-!'C'V;SiONS OF THE TECHNICAL CODF, 1SUAN(,'E OF A RE-p,,,irr , NOR SHALL PREVENT IHE BUILDING J-_PTFpoM. 1HEREAFTER RF- - -CM OF ERRDp_ c ')""I - IRING A CORREC- OTHI T -' E EF7 V:.- CONSTRUCTION