HomeMy WebLinkAbout1701 W 13 St Correspondence energy calcsRESCUE 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 $250.00 for each such tap. Reference:
Standard Plumbing code, Table 1304.1 page 13-4 and /10
Table
1304.2 page 13-5•
Rescu Church of 67M
Ind 13 th S-
all5$