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Home My WebLink About1701 W 13 St Planning and Zoning for Rescue outreach missionRESCUE CHURCH OF GOD 1700 West 13th Street Sanford, Florida 32771 PHONE: (305) 323-3700 June 11,1986 PASTOR: Mother Blanche Bell Weaver.' SEC/TREAS: Deacon Richard Burk4 To .Members of Planning and Zoning: This letter is written to explain some of the questions regarding The Rescue Outreach Mission. On the site we plan.to accomodate up to 20 peoRXe at any given time. We will house these people up to a maxium of 3 days. At the site w6 will have as members of staff; 1 Administrator 1 Houseperson 1 Cook and 2 Assistants. We feel that 5 parking spaces will be sufficient. If there is a need for additional parking, our church parking lot across the street will be utilized. We do not anticipate a problem with the need of additonal parking for the people we serve the majority of them will not have automobiles. , merely, r _k ILL Richard Burke,,for Rescue Church of God RESCUE OUTREACH MISSION Comments: significant change from one resented is a sig nificant change is The site plan P staff. A most sig resented to rovided, reduced from 10 to previously presented spaces pof in the number of P from the Rescue Church . God zoning parking spaces. 5. The attached olosedrnumber of picable requirement for this addresses the P sspecifically aPP the owner and Ordinance has no P After significant work with he remain: type of fun t the following deficiencies in site plan architect, ctionot shown • a• Type of constru n, inage retention. b. No calculations for dra No drainaq(: outfall . quire ' recut on 13th an should note that only one half of d. Sewer and waterlinstallation req to maintain traf- Street. Site P a time, street will be closed at fic. ears e service workability appears use ster/ garbag choose e, Dump Understand owner may so, this questionable. garbage cans. City collection via g plan. should be detailed on site P chain link fence lapsforexistingf , Address status and p onwestsideofproPerty- Recommendations: royal ies need to be corrcmostbcould beefore corrected Above deficient ear thatb marking on of site plan If would om isison meeting by calcu- at planning and zoning plan* One exception is their sub - record copy, Of site P be reviewed following plan be royal of this srovaof lations which will have to and approval mission. Recommend that any subsequent receipt conditional drainage City Commission. Sanford. Florida 191 Commissioner Mercer proposed a.Senior Citizens Center in Sanford, and reported that the Seminole County School Board Old School Book Depository Building at 9th Street and Sanford Avenue downstairs could be used for ceramic classes, the upstairs for three classrooms, the hallway could be used for a dance hall, and there is plenty of parking available. The Commission authorized the City Manager to look into the proposal. Commissioner Mercer reported the optional garbage collection pickup should be done away with, if they have water and sewer. The City Attorney was authorized to investigate to see if garbage collection was mandatory and/or optional. Commissioner Mercer reported the Chairman of the Code Enforcement Board, Ron Dycus, requested some direction from the Commission as to whether or not enforce the code of the City. Commissioner Smith moved to direct the Code Enforcement Board to enforce the laws of the City of Sanford as written. Seconded by Commissioner Thomas and carried by .the vote of the Commission as follows: Commissioner Mercer Yea Commissioner Smith Yea Commissioner Farr Yea Commissioner Thomas Yea Mayor Smith Yea Commissioner Farr requested a meeting with the Future Growth Advisory Committee. Same was authorized for a future Workshop Session. Commissioner-Farr reported a,need ..for -a rescue.m ss on -for stranded people or people unable to take care of themselves on a night -to -night basis. The Rescue Church of God on West 13th Street, needs help with the codes, because there are no codes to handle parking and building for a rescue mission. Richard Burke, Rescue, Church of God, appeared to explain the problem Staff was having was the question of parking, fire hydrant, paving of an alley way, and garbage service. The rescue mission is being funded primarily from the church. I Gerald Gross, architect, appeared to explain the problem is something that is,not in the code. I The -Commission directed Staff to review and handle. on motion of Commissioner Mercer, seconded by Commissioner Smith and carried by the vote of the Commission as follows: Commissioner Mercer Yea Commissioner Smith Yea Commissioner Farr Yea Commissioner Thomas Yea Mayor Smith Yea Ordinance No. 1813, entitled: AN ORDINANCE OF THE CITY OF SANFORD, FLORIDA, AMENDING ORDINANCE NO. 1097 OF SAID CITY; SAID ORDINANCE BEING A ZONING PLAN; SAID AMENDMENT CHANGING THE ZONING OF A PORTION OF THAT CERTAIN PROPERTY LYING BETWEEN MULBERRY. AVENUE AND VACATED SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY AND BETWEEN WEST 18TH STREET AND WEST 19TH STREET FROM SR-1 SINGLE-FAMILY RESIDENTIAL DWELLING) TO MR-1 MULTIPLE -FAMILY RESIDENTIAL DWELLING) DISTRICT; PROVIDING FOR SEVERABILITY, CONFLICTS AND EFFECTIVE DATE. was introduced and placed on first reading. MINUTES - PLANNING AND ZONING COMMISSION - June 19, 1986 Page 2 be closest to the entrance of the model. Mr. Carli moved to approve the site plan as modified. Mr. Davidson seconded. Motion carried unanimously. The next item was to consider the site plan for a print shop for Rich Food Plan, property located at 1310 Myrtle Avenue in a GC-2 zone, represented by Brent Adamson. Mr. Adamson stated that it is a one story building which was a garage that was converted to a print shop. The electrical load was increased due to the air conditioning and the printing press. There would be one parking space for the 1 employee. Mr. Carli stated that the signing and the sealing of the plans could be waived due to the plans being . so readable. Mr. LeRoy questioned if there would be room for deliveries. Mr. Adamson stated that deliveries could be made there but if it was impossible, they could deliver it to the plant. City refuse will be utilized instead of a dumpster. If there were any big items, it can be taken to the plant and placed in the dumpster. The printing would be for the business and not for profit. Mr. Malone moved to approve the site plan. Mr. Keith seconded. Motion carried unani- mously. The next item was to consider the site plan for the Rescue Outreach Mission, a twenty bed shelter, located at 1701 W. 13th St. in a GC-2 zone, represented by Richard Burke. Mr. Burke stated that the building is block construction. It was stated that the drainage from retention areas would not be a problem and the calculations were accepted as received. Mr. Carli questioned the location of the units, kitchen and bathroom and Mrs. Sonnenberg stated that it did not have to be on the site plan because it would be under the building code. The dumpster will be placed up against the building so the alley would not have to be utilized. The fence shown on the west side will remain where it is. Mr. Keith moved to approve the site plan. Mr. LeRoy seconded. Motion carried unanimously. The next item was to consider the site plan for an office, school and a day care center for New Life Assembly, a church complex, located at 100 Kennel Road in an AD zone, represented by Pastor Ken Fleming. Rev. Fleming stated that the church was finaled in December 1985. The modular units are being constructed in Ocala and the office and day care units are finished. The school is 6,000 sq. ft. and will begin to be constructed in July. There is 25,000 gallons of water underground now, but Lt. Hoening would like the church to have 60,000 gallons of water. Mr. Simmons stated that water lines are in the proposed 1986/87 budget with an anticipated early start. Rev. Fleming stated that the modulars are wood constructed with fire alarms and will be hooked onto security to the fire department. The facility located on 27th Street has been sold and the office and school has to be relocated. The school will have approximately 150 students. The units are built to the building code standards. Rev. Fleming stated that the church would assume the risk before the water lines are installed. The board asked that a letter be sent to the City and the churches insurance company stating that the City would be released from any potential liability regarding inadequate fire flow and the resulting loss in fire protection. Mr. Carli moved to approve the site plan with the stipulation of the two letters sent. Mr. Keith seconded. Motion carried unanimously. The next item was to consider the modified site plan for Sanford Town Square, a shopping center, located at 1500 French Avenue in a GC-2 zone, represented by Paul Porter. Mr. Porter stated that the changes were the curbcuts on 17-92 and the traffic flow at the bank. At the present, there are 5 curbcuts along 17-92 and on the site plan there are 3 curbcuts. vUT approved the 3 curbcuts that were on the original site plan. The City approved 2 curbcuts with one on the north side and one on the south side. Winn dixie stated that they could not do with the 1 entrance on the south side, that they needed 2. The north entrance will have a traffic light and the south entrance will be mostly for deliveries. The bank would have a more even flow of traffic instead of having to double back. Mr. Simmons stated he saw no problem with the additional curbcut. Mr. Carli moved to approve the site plan. Mr. Keith seconded. Motion carried over the dissenting vote of Mr. Davidson. The next item was discussion on zero lot line, 50 ft. lot width for Hidden Lake Villas, Phase V & VI, located in a MR-1 zone by Mr. W. E. Knowles. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM SOO-84 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS (SEE S. 501.1) PROJECT NAME: Rescue Outreach Mission ZONE: ADDRESS: Street BUILDING CLASSIFICATIONS : ChurCh CITY ZIP CODE: Sanor r F orl a 32771 BUILDING VALUE: $ O 000 BUILDER: PERMITTING OFFICE: City of Sanford OWNER: Rescue Church Of God JURISDICTION NO.: 691500 BUILDING INFORMATION COMPONENT U-VALUE Total) NET AREA Square Feet) J Concrete Block Structure (CBS) Wood frame U= J U= U = OtherU= OtherCi yyW QO` Under Attic Cavity Single Assembly U= . 05 5680 U= U= OtherTotal Unconditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space Slab on Grade U= U= U= 5680 w uTint Clear Single Glaze Clear Double Glaze Tint Single Glaze Double Glaze Skylights U= 1.0 342 U= U= . 60 84 U= U= U= OtherWood Metal Insulated U= U= U= U = OtherW Q J ra c o Total Lighting Wattage Total Conditioned Floor Area ( sq. tt.) 2698 5680 48 Watts! it. u U) Lighting Budget Maximum 2. 0 Wans/ sq. ft. SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY EER ) or (SEER 8.2 ) or (COP HEATING SYSTEM TYPE STRIP HEAT PUMP N GAS OIL 0 SOLAR HEATING SYSTEM EFFICIENCY COP 2 • % or EFFICIENCY = Steady-state) HOT WATER SYSTEM TYPE ELECTRIC$] HEAT RECOVERY GAS OIL SOLAR[] \ U. wall Allowable U. root/ceiling Allowable .10 Uo floor Allowable OTTV wall Allow e 30 . 3 OTTV roof/ceili g Allowable 8. 5 Uo wall Actual Ua roof/ceiling Actual U. floor Actual OTTV wall Actual OTTV roof/ceiling Actual 03 8. 53 3. 8 In accordance 11 specifications cov Code. OWNER/ AGENT: DATE: ih ion 553.907 F I ed y this calculation a in ce dy t) at the piaNd Review of the plans and specifications covered by this calculation indicate com- icqte with he Flonda E rgy pliance with the Flonda EInergy Code. Before construction is completed, this building will be inspected fo pliance in accordance with Section 53.908 F.S. BUILDING OFFICIAL: ^ DATE: ` R a-,L, CHECKED byPERMIT SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS a BUILDING .DESIGN By COMPONENT PERFORMANCE APPROACH ;- y FPRA11500 84 SvtM of Florkla Ernryy cow 1. GROSS WALL AREAS Concrete Block 2816 A) WALL TYPE: 7777-77777-77 a 8) WALL TYPE,... s. e _ C) WALL TYPE: t 0) V*4 TYPE: TOTAL GROSS WALLA 444 doors anon doorsGLA$6 AREAIS (Includes areas of windows. su" 9 glags eMr 1 :. Y. GLASS TYPE AND AREA BY ORIENTATION SII+IGLE DOUBLE OR CLEAR TTINT SHADING CLEAR TNfT SHADING k ag. N tL) COEFFICIENT ri) fL) COEFFICIENT max• r ... .,. N NE E 74 l...: SE s..d- SW w 65 1 NW.. e'':,• r 1 1. TOTAL 342 84 426 sq. h. TOTAL DOORS (EXq.UDWG GLASS DOOR: 1 Door arse in exterar bwld,ng e<+yv)ope * sQ n i wftnw door area separat" A/C Irom non A/C spaces ... .... .. . sl n TOTAL OPIAOUE DOOR AREA 4. NET OPAOUE WALL AREAS WALL TYPE GROS5 WALL, G1 A AREA DOOR AREA NET OPA064 sq. ft.)WALL AREA!, A Concrete Block =..: 2816 42621 r2369 e C. D. S. AOOFICEILING AREA ROOF/ CEIUNG TYPE .. AREA f} 1.','." sse a TOTAL GROSS ROOF/CEILING AREA - 5 880 WYUGHT ( SHADING COEFFICENT - ) 0_ sq. n. TOTAL NET ROOF/CEIUNG AREA = sqn. z 6. AIR FILMS (ALL BUILDINGS) CQOA, PQNE.R9T R-Ystue Outakle Alr Fllm Irnalde Ab Fllm Wall 68 Cai DEVELOPMENT FEE WORKSHEET Project Name: RESCUC- 0V7kF9cy l//SLiry Date: / 8 Owner/Contact Person: EiQl cp 6-iQos S Phone: Address: Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter common sewer tap): Water Meter Size (3/4 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): water Meter Size (3/4", 1", 2", etc.): REMARKS: I I D F. . N-0. /`16 7-E,9, I E 7bR lN97E2 62ow74 CONNECTION FEE CALCULATION: f /O SEWER G Qow7y Fes£ Boa ' G os T I.OVCLV-o 6S 7E7ER S 7 6fl EFFECTIVE: November 12, 1985 I1 2) UTILITY DEVELOPMENT FEES Residential Fees per dwelling unit: Water Growth Fee: Sewer Growth Fee: W a t e r T a p ( 3/ 4 x See table for larger water) Sewer Tap: TOTAL Non -Residential A. Fees per structure based on number of fixtures Water Growth Pee: (see fixture schedule) Sewer Growth Ppe: (see fixture schedule) Water Tap (3/4): (see table for larger meter) Sewer Tap: TOTAL 700.00 1,800.00 130.00 260.00 2,890.00 100.00 1,000.00 130.00 3r,n nn 2,890 .00 B. The growth portion (water b sewer) of the connection fee shall be computed by the following schedule: FIXTURE SCHEDULE 0 of Fixture UnitGrow irPee Growr sPee Total 1 - 20 $700. $1,800. $2,500. 21 - 40 $1.400. $3,600. $5,000. 41 - 60 $2,100. $5,400. $7,500. 61 - 80 $2,800. $7,200. $10,000. Over 80 - To be computed by adding $2,500. for each 20 fixtures or fraction thereof: _ ,5 ooa Do-/ 1 O Lt, 2 0-0r lO/ 800 13) Any levelopment requiring a water muter larger than 3/411, shall pay the water tap portion of the connection fee as follows: WATER METER SIZES -FEES 3/ 4" $ 130. 1 it 210. 11 of 400. 2 " 500. 3 " 2,990. or they install 4 " 4,400. or they install 6 " 7,520. or they install Type of Fixture or Group of Fixtures Automatic clothes washer (2" standpipe) Bathroom group consisting of a water closet, lavatory b bathtub or shower stall: Tank water closet Flush valve water closet Bathtub ( with or without overhead shower) Bidet Combination sink -and -tray w/food waste grinder Combination sink -and -tray w/one 11" trap Combination sink -and -tray w/separate 11" trap Dental unit or cuspidor Dental lavatory Drinking fountain Dishwasher, domestic Floor drains w/2" waste Kitchen oink, domestic w/one 11" trap Kitchen sink, w/food waste grinder Kitchen sink,w/food waste grinder L dishwasher 11" trap Kitchen sink, domestic w/dishwasher 11" trap Lavatory w/11" waste w/ 1 j ", vaite Laundry tray (1 or 2 compartments) Shower stall, domestic Showers ( group) per head Sinks: Surgeons Flushing rim (with valve) - Service ( trap standard) Service ( P trap) Pot, scullery, etc. Urinal, pedestal, syphon jet blowout Urinal, wal lip Urinal, stall, washout Urinal trough (each 6' section) Wash sink (circular or multiple) each set of faucets Water closet, private (tank operation) Water closet, public (valve operation) Fixtures not listed above: Trap size 11" or Ises Trap size 11" Trap size 2" Trap size 21" Trap size 3" Trap size 4" Fixture Unit Value 3 " ( = 3 Any water or sewer tap work that requires any street cut or tunneling of the pavement shall pay an additional $250.00 for each such tap. Reference: Standard Plumbing code, Table 1304.1 page 13-4 and /10 Table 1304.2 page 13-5• Rescu Church of 67M Ind 13 th S- all5$