HomeMy WebLinkAbout2623 Orlando Ave 25123 New construction Coastal MartFLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH
FORWSWA-89
Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
Residential Buildings over 3 stories ALL CLIMATE ZONES
PAOJE& NAME Cd A 1 A L. MA0.'T 146.
ZONE:
ADDRESS: ,62.3 OR L.A N DO AVE .
BUILDING CLASSIFICATIONS :
IT' r ZIP CODE: FO 0 Dt- �.
BUILDING PERMIT NO.: - Q
OLDER:
PERMITTING OFFICE- t G
OWNER: Co AS-f A 4 G0 RP A"T t0 4
JURISDICTION NO.:
BUILDING
INFORMATION
WALLS
ROOF/CEILING
FLOORS
DOORS
GLASS
TYPE
U I
AREA
TYPE
U
AREA
TYPE
U
I AREA
TYPE
U
AREA
TYPE
U
I AREA
Concrete (CBS)
Wood frame
Metal frame
Insulation R value
S7,
Under attic
Single Assembly
Other:
Insulation R-value
Slab -on -grade
Raised Wood
Raised concrete
Insulation R-value
Wood
Metal
Insulated
Other
Single, wall
Double, wall
Single, roof
Double, tool
1. It
LiLte-
7.
SYSTEMS INFORMATION
AIR CONDITIONER
HEATING SYSTEM
HOT WATER
TYPE
EFFICIENCY TONS
TYPE EFFICIENCY
HTUIH
TYPE
Unitary & Heat Pump
�` t�
Central Heat Pump
65,000 Btu/ h
HSPF
Electric
Resistance
65,000 Btu I h
SEER
65,000 Btu l h
EER
65,000 Btu l h
COP
)v Dedicated Heat Pump
Water cooled
EER ^ _
Water cooled
COP
' Gas
Evaporatively cooled
EER
Evaporatively cooled
COP
Natural
❑
PTAC
EER
FTHP
COP
LPG
❑
Chillers
COP
Gas/Oil (circle one)
Oil
❑
-a 225.000/300.000 Btu/h
AFUE
HRU
❑
Other.
225,0001300,000 Btulh
Et
Other:
LIGHTING
Lighting Budget (from Table 5-13):
Total Lighting Wattage
� zt) d
Total Conditioned Floor Area � A
= Watts/sq. it 1
PRESCRIPTIVE
MEASURES (Must be met or exceeded by all buildings.)
COMPONENTS
SECTION
I REQUIREMENTS
CHECK
Windows
502.4
Maximum of 0.5 ctm per linear tool of operable sash crack.
X
Doors
502.4
Maximum of 11.0 cfm per linear foot of operable sash crack.
Joints/cracks
502.4
To be caulked, gasketed, weatherstripped, or otherwise sealed.
X
Reheat
503.3
Supply air restricted to set cold/hot deck temperature to meet load of worst case zone.
Ventilation
503.4
Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation
is not required.
X
HVAC Efficiency
503.4
Minimum efficiencies - Heating: Tables 5-5, 5-6; Cooling: Tables 5.7, 5-8, 5.9.
Transport Energy
503.5
Minimum of 8.0
A
Balancing
503.6
Provide means for balancing HVAC airs stem & water distribution system.
A
HVAC Controls
503.7
Separate readily accessible manual or automatic thermostat for each system.
HVAC Duct
Construction
503.9
Constructed in accordance with industry standards & local mechanical codes. Ducts must be insulated
to minimum R = A t115 (hr OF It 3 / Btu).
x
Pping insulation
503.10
In accordance with Table 5-10.
Water Heaters
504.2
Must bear ASHRAE label indicating compliance with ASHAAE Standard 90 or comply with efficiency and standby
loss requirements. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Heat traps
required. Must meet minimum water heating equipment efficiencies in Table 5.11 after 111190.
�(
Swimming Pods
& Spas
504.2
Spas & heated pools must have covers. Non-commercial pools must have pump timer.
Gas spa & pool heaters must have minimum thermal efficiency of 75% (78% after 111190).
._.
Hot Water
Pipes
504.4
Insulation is required for recirculating systems. Piping heat loss is limited to 17.5 Btulhllinear foot of
pipe; see Table 5.12.
Water fixtures
504.5
Water flow restricted to maximum of 3 gpm at 80 psig: toilets maximum 3.5 gallon flush. Public lavatory
fixture maximum flow of .5 pm or .5 gallon if has self -closing valve.
X
Lighting
505.1
Lighting ower budgets are listed In Table 5.13; Ballast efficacy factors are listed in Table 5.14,
Uo wall Allowable - Uo wall Actual -
If complying under the provisions of S. 502.1, enter the combined Uo values for the entire envelope
Uo too( Icoiling Allowable .10 Uo roof/ceiling Actual Fi
in this section.
Uo floor Allowable Uo floor Actual
Uo envelope Allowable Uo envelope Actual
OTTV wall Allowable OTTV wall Actual
OTTV roof I ceiling Allowable OTTV roof I ceilin Actual
An plans and specifications shall be signed and sealed by a Florida registered engineer or architect Review of the plans and specifications covered by this calculation indicates compliance with
valh the exceptions provided for in Section 481,229, ES and Section 471.003, ES I hereby certify the Florida Energy Code. Before construction is completed, this building will be inspected for
that the plaits and specifications covered by this calculation are in compliance with the Florida compliance in accordance ith Section 55336.908 .
Energy Cody
SIGNATURE BUILDING OFFICIAL:
r �LI
DATE' S - 30 "" 90 DATE:
5-37
1
W�,OPMA �
VICINITY MAP
i
SITE LOCATION r
.Q
SANFORD FIRE DEPARTMENT
1303 FRENCH AVENUE
SANFORD, FLORIDA 32771
13,1 i;i�3T�f C',O,N;I`�E1 i0;�a :�.Iw,I
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SECTION 1,
TOWNSHIP
20
SOUTH, RANGE
30 EAST
SANFORD,
SEMINOLE
COUNTY, FLORIDA
/
/
4 /
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\0C� / / \ EXISTING MOTEL
cx
�O / x
\ ZONED GC 2
\ p EXIST.
/ ^`�a� // \ Ste. PERIMETER \
/ /OQ LIGHT \ \
O DUMPSTER LOCATION \ \
\ \ \
O EXISTING \
<--� \ 6 CONC. CURB
EXIST. ENCLOSURE
G1 ti tiQ / TO BE REMOVED
EXISTING LOT
LINE
/ tA
1 p < EXISTING
CONCRETE � ....•. ...
NEW BUILDING / o-Yul \ ADDITION y� y�`�,
EXISTING J
/ ASPHAL O \ 20' SETBACK I ~�
Q
\ NEW 5' ... ^ \ SIDEWALK I
r-- RAMP • •� 17 I
\ O 0
Z
EXISTING �— \ 25' SETBACK
H/C RAMP \ , 336 NEW PAVEMENT
--
I I EXIST. CANOPY \ / EXISTING \• • •,•
/ I CONCRETE
6 NEW 10'x20'
3 CONC. PARKING SPACES
EXIST.
\ PUMP ISLANDS v 1-12'x2O, N.C. SPACE
\\ \ w/PARKING BUMPERS do
CURVE DATA EXISTING STRIPPING TO CONFORMI TO
� ASPHALT---,
SPHALT CURRENT LOCAL CODES
R = 40.00' EXIST. SIDEWALK A N.89"-16' 00"W. '
A = 85.26' �\�� NEW 5' 1 28. 07 _
SIDEWALK
C = 70.01 ' _ NEW 5'
C. B. = N. 28 "-1 5'— OO"W. SIDEWALK / \
— z
EXIST. DRIVE TO REMAIN
48.5'
EXIST. DRIVE TO REMAIN
STREET rL T (FORMERLY FLORIDA ST.)
6 0' R/W
EDGE OF EXISTING PAVEMENT
zcxISTING MOTEL
ZONED CC 2
7
EXISTING
F.H.
(180' FROM STORE)
NORTH
.SCALE: 7 "= 20'
0 5 10 20 40
SITE LOCATION
L OCA TION MAP
ZONED CC 2
PARKING REQUIREMENTS:
CONVENIENT STORE — 1 PER 300 SQ. FT. GFA
SPACES REQUIRED = 6 EACH
SPACES PROVIDED = 6 EACH
LEGAL DESCRIPTION
All of Lot 4 and Southerly 20.0 feet of Lot 5 of Block 17, Fourth
Section of DREAMWOLO, as recorded in Plat (look 4, Page 99 of the
Public Records of SEMINOLE COUNTY, I-LOIflDA. Also, LhaL portion
of Lot 3, Block 17, described as follows: Beginning at a point
20.0 feet: East of the Southeast corner of Lot. 4, run West. 20.00
feet; thence Northerly along the Easterly line of said Lot. 4 Lo
the Southeast corner of LoL 5, I.hence Northeasterly along l.he
Easterly line of said Lot 5, 20.0 feet.; Lhence SouLheasLerly
parallel with the Southerly line of said Lot 5 a distance of 15.0
feet; thence Southerly 70.65 feet to the Point. of Beginning.
OATM
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MAY 2 9 90
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EXISTING POWER
SCALE: 1/4"- l'
0 1' 2' 3' 4' 5'
DEMOLITION LEGEND
— WALL TO BE REMOVED
TO BE REMOVED (ITEM NOTED)
DEMOLITION NOTES
1. CONTRACTOR IS RESPONSIBLE TO BE COMPLETELY FAMILIAR WITH
THE SCOPE OF WORK PRIOR TO BUILDING DEMOLITION AS SEVERAL
SUPPORTING STRUCTURAL MEMBERS WILL BE REMOVED AND REPLACED.
POWER TO REMAIN ON AT ALL TIMES FOR OPERATION OF GASOLINE
SALES FROM A TEMPORARY BUILDING. (CONTRACTOR TO COORDINATE
WITH COASTAL REPRESENTATIVE FOR POWER TO TEMPORARY BUILDING.
2 CONTRACTOR IS RESPONSIBLE TO OBTAIN THE DEMOLITION PERMITS
AND INSPECTIONS NECESSARY.
3. CONTRACTOR IS RESPONSIBLE TO NOTIFY AFFECTED UTILITY AGENCIES.
4. CONTRACTOR IS RESPONSIBLE TO PROPERLY DISPOSE OF THOSE
ITEMS NOTED TO BE REMOVED,
5. CONTRACTOR TO REMOVE ALL EXISTING LIGHTING, DOORS, WINDOWS AND
PLUMBING FIXTURES WITHIN THE EXISTING BUILDING.(000RDINATE WITH
COASTAL REPRESENTATIVE)
6. CONTRACTOR IS TO REMOVE AND DISPOSE OF THE ROOF AND HVAC
EQUIPMENT ON THE ROOF.
5'-3" 16'-6"' 14'-0" BUILDING ADDITION
21'-3" t TO OUT
SCALE: 114"-1'
0 1' 2' 3' 4' 5'
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— NEW CONCRETE BLOCK WALL
® — NEW FRAME WALL
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10
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RAISED FLOOR
LAY IN CEILING TILE IN
EXPOSED GRID SYSTEM
GWB ON STUD FRAMING
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NOTE:
1) FLOORING ON RAISED PLLTFORM SHALL BE ROPPE BLACK RADIAL RUBBER TILE
SQUARE DESIGN 19-11116" x 19-11116" WITH PROFILE OR EQUAL. ,
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2) ALL ELEC. CONDUIT RUNS SHALL BE ABOVE SLAB IN MILL WORK FLEXAP6R
LOCATION.
3) PLATFORM MUST BE INSTALLED PRIOR TO INSTALLING CABINETS MAY 2 90
RAISED PLATFORM DETAIL
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SCALE:
0 1 2 3
FOR PERMITTiNG ONLY
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GENERAL NOTES..
1. All fabrication and construction shall conform to the latest
edition of RISC and ACI.
2. All structural steel to be ASTM A-36.
3. 'All bolts to be A-325 high strength.
4. All concrete to be 3,000 PSI. Reinforcing steel to be A615-
60 grade. 6 X 6 10/10 WWF.
5. Steel joists and metal deck shall conform to SJI
r1 recommendations.
44n It, 6. Extend bottom chord of alternate joists. Weld to bottom
N S• /3oLT5 flange of Wloxl9 and to anchor plate in the wall/tie beam.
Vq 10 7, Provide GMIL visqueen vapor barrier.
X IZX fill C/1 P 8. Provide termite treatment to soil before pouring new slab.
11 9. Fill in building pad area to be compacted to 9a% density.,
C0-
1 I ' CAP FLASHING
3/q) (k Fl Q /S . PARAPET BEYOND
— I 4" CANT BEYOND
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26 CA GI GRAVEL STOP
ILO O MANVILLE #4 CIS BUR SYSTEM ' 4 6 X 6 CI GUTTER
(OR EQUIVALENT)' ON 1" FESCOBOARD ON 1
_.___._r.__.._.. METAL DECKING 2" 22 GA NARROW RIB ��r.
- II�h10 N SH1�In1 k
JOIST BEARING
STEEL JOIST — SET IN
SECTION A — A` s c n L.1- 3/,4 I! e
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MANVILLE' #4GIS BUR SYSTEM (OR EQUIVALENT)
ON T" FESCO BOARD ON 22 GA 1 1/2- NARROW
RIB METAL ROOF DEC G
NOTE; STEEL JOISTS ARE BOTT CHORD
BEARING O FRONT WALL - SEE
ROOF FR M� ING. PLAN - SUBMITT REQU ED
3eE R00
10Z AN ! THIS
ARMSTRONG MINABOARD #734 R JBIATT
~ 24 X 48 X 5/8 LAY —IN TILE NOTE: ALIGN INSIDE FACE 26
IN EXPOSED GRID (WHITE) OF 2 X 8 STUD WALL W/ PT
N SUSPENDED SYSTEM ARRING AT ADJ. GONG. BLK..
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CONT 3/4' PLYWO SHEATHING
PAINTED WHITE & WEATHERSEALED
FOR APPLICATION OF ID SIGN DECAL
—� SURFACE MOUNTED FLQURESCENT LIGHTING
SECT:i0N D--D
2 TUBE, 8- FIXTURE (1,500 MILLIAMP, HIGH OUTPUT)
--� PT 2 X 4 SOFFIT FRAMING
O 16. OC ND
PREFINISHED PREFORMED MINTED
ALUM. SOFFIT SYSTEM f�
R 13 BATT MAY 2 9 90
--�1/2" PLWD. FINISHED a PAINTED (2'x 31') SEE SHT 6
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W/ 2X8 STUDS O 16' OC�-.�
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M K. Po PATEL, & ASSOCIATES
— CONSULTING ENGINEERS —
1256 STRATTON DRIVE
LAKELAND, FLORIDA 33813
TEL: (813) 644-3910
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