Sailpointe Apartments New construction Racquetball Ct�,;h;ryf NAi4f15SiYAi7 N'+'tM �:.,.. - ..:r°wvvv.,..v�rnm•avauw^.rua.na,...rr..w.....�.............
Component Performance Method for Commercial Buildings
Form 400B-94
ENERGY EFFICIENCY CODE FOR.BUILDING CONSTRUCTION
Florida Department of Conununity Affairs
FLA/COM-94 Version 2.1
PROJECT NAME_SAILPOINTE MAIN"TENANCE
ADDRESS: _--_---_-_-_
OWNER:
AGENT:
BUILDING TYPE: _Multifamily__
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _1373 _
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: —
COMPLIANCE CALCULATION:
PERMITTING OFFICE:
SEM I NOLE COUNTY —
CLIMATE ZONE: __5_
PEPMIT NO:
JURISDICTION NO:_691000
5
NUMBER OF ZONES: 1
METHOD B DESIGN CRITERIA
------------------
ENVELOPE PERFORMANCE 41.42 79.07
OTHER ENVELOPE REQUIREMENTS
LIGHTING
INTERIOR LIGHTING 2520.00 2541.41
EXTERIOR LIGHTING 0.00 640.02
LIGHTING, CONTROL REQUIREMENTS
HVAC EQUIPMENT
COOLING EQUIPMENT
1. SEER 10.00 10.00
HEATING EQUIPMENT
1. Et 1.00
AIR DIS'IRIF3UTION SYSTEM INSULATION LEVEL
1. Unconditioned Space 6.00 4.20
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
--------------------------------------------------------------
COMPLIANCE CERTIFICATION:
I hereby certify that he plans and
specifications ('ered b tjlis calcu-
lation are in c r li.� ! th the
Florida Energy c r{� (Code.
PREPARED BY: �I —
DATE: �7_---
I hereby certify that this building is
in compliance with the Florida Energy
Efficiency Code.
OWNER/AGENT:
DATE: ---
RESULT
PASSES
PASSES
PASSES
PASSES
PASSES
PASSES
N/A
PASSES
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING' OFFICIAL:_
DAT.E _
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT --- --- —
MECHAN I CAL :--.__—_----------
PLUM:B I NGELECTRICAL:—
LIGHTING ------
(*) Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
------------------------------------------------------------------------------------
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5' FORUM ARCHITECTURE, INC. These docurents and their contents are the property of Forum Architecture Inc and are issued only for the specific project noted on these drawinys Any reproductions revisions modifications of these documents witttOat 1111e aa.,rassed written consent of Forum Architecture, Inc is prothibited by law,
I
GENERAL HVAC NOTES.
CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS
AND INCLUDE ALL FEES NECESSARY AHD INCIDENTAL TO
HIS WORK.
ALL AIR CONDITIONING UNITS SHALL HAVE CONDENSATE
DRAIN WITH P-'TRAP (SEE DETAIL).
PROVIDE: CONTROL EQUIPMENT, RELAYS, LIIIE VOLTAGE
CONTROLS, 'TRANSFORMERS, LOW VOLTAGE C014TRPLS A14D
DEVICES NECESSARY FOR THE OPERATION OF HEATING,
AIR CONDITIONING AND VENTILATION SYSTEMS.
COORDINATE WORK WITH ELECTRICAL.
REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH
f/,k" THICK OWENS-CORNING "ARMAFLEX" OR APPROVED
EQUAL. INSULATION SHALL BE INSTALLED WITHOUT
CUTTING. EXPOSED LINES SHALL KAVE ADDITIONAL
ALUMINUM OR ALL -SERVICE JACKET.
CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH
MANUFACTURER'S CERTIFIED DWGS. TRANSITIONS TO ALL
EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR
EQUIPMENT FURNISHED.
BEFORE FABRICATION, VERIFY AND COORDINATE ALL
DIMENSIONS IN FIELD.
DUC'I'dORK LOCATIONS AND CLEARANCES SHALL BE
COORDINATED WITH PLUMBING PLANS.
LOCATE 'THERMOSTAT 5'-0" ABOVE FINISHED FLOOR.
ALL EQUIPMENT, DUC'I`WORK, ETC. SHALL BE SUPPORTED
AS REQUIRED. PROVIDE ADDITIONAL SUPPORTS AS
REQUIRED TO PROVIDE A VIBRATION -FREE RIGID
INSTALLATION.
ALL DUCTS SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.
INSIDES OF DUCTS VISIBLE THROUGH GRILLES,
REGISTERS OR DIFFUSERS SHALL BE PAINTED FLAT
BLACK.
ALL WORK SHALL BE COORDINATED WITH ALL TRADES
INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING
DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCl'IONS
SHALL BE PROVIDED AT 140 ADDITIONAL COST TO THE
OWNER.
ALL SUPPLY AND RETURN DUCTS FOR AC UNITS MAY BE
FABRICATED OF FIBERGLASS DUCT BOARD OR INTERNALLY
LINED SHEET METAL OF DIMENSIONS NOTED ON THE
DRAWINGS WHICH DENOTE CLEAR DIMENSIONS OF
DUCTWORK.
FIBERGLASS DUCT SHALL BE MINIMUM 1" THICK EQUAL TO
FIBERGLASS 475-F'IIK WLTH FOIL REINFORCED VAPOR
BARRIER AND FABRICATED ACCORDING '1'O SMACNA AND
NF'PA STANDARDS.
JOIIt'TING AND CONNECTIONS SHALL BE MADE ICJ
REcoNR-( fF.1J j;ia ((o i•i�i
ALL SUPPLY AIR FLEX DUCT TAKE -OFFS SHALL HAVE
SPIV -IN FI'17rING WITH AIR EXTRACTOR AND VOLUME
DAMPER, F'LEXMASTER OR EQUAL.
FLEXIBLE DUCTS TO BE PRE -INSULATED, CORRUGATED
ALUMINUM DUCT AS MANUFACTURED BY:
A. FLEXMASTSR, FABRICF'LEX, TYPE 5M, UL LISTED 181
CLASS I MATERIAL, INSULATION 1" THICK, 3/4 LB.
r DENSITY, 23C FACTOR FIBERGLASS, VAPOR BARRIER,
REINFORCED METALIZED OUTER JACKET.
EQUIPMENT SCHEDULE
UNIT DESCRIPTION
AHU NON. 5 TON AIR HANDLER. 230V
SINGLE PHASE
CU. NOM. 5 TON CONDENSING UNIT MIN.
10 SEER 230V SINGLE PHASE
GENERAL ARCHITECTURAL NOTES.
01. SOIL BEARING VALUES. FOUNDATION DESIGNS
SHOWN HERE ARE BASED ON A PRESUMPTIVE
SOIL BEARING VALUE OF 2500 PSI.
FOUNDATIONS AND SLABS ARE DESIGNED TO
UNIFORMLY BEAR ON WELL COMPACTED, WELL
DRAINED NON -EXPANSIVE SOILS. A CERTIFIED
SOILS ENGINEER SHALL REVIEW FOUNDATION
DESIGNS, BUILDING LOADS, AND COMPARE WITH
SUBSURFACE SOIL INVESTIGATION
RECOMMENDATIONS. SHOULD ON -SITE
OBSERVATIONS SHOW THAT FOOTINGS SHOWN
HERE ARE NOT SATISFACTORY, THE ARCHITECT
SHALL BE CONTACTED IMMEDIATELY. REMOVE
ALL ASPHALT
@ SLAB LOCATION. SLAB ELEVATION SHALL BE
MIN. 8" ABOVE ADJACENT SOILS.
02. CONCRETE. ALL CONCRETE SHALL BE 2500 PSI
MIN. COMPRESSIVE STRENGTH WITH W 1.4 1.4
6X6 WELDED WIRE MESH ON 6 MIL VISQUEEN
VAPOR BARRIER. SLAB SHALL BE A MINIMUM
THICKNESS OF 4".
03. TRUSS SHOP DRAWINGS. PROVIDE SHOP
DRAWINGS AND LOAD DIAGRAMS FOR ROOF
TRUSSES SIGNED AND SEALED BY AN ENGINEER
CERTIFIED TO PRACTICE STRUCTURAL
ENGINEERING IN THE STATE OF FLORIDA.
04. ROOF TRUSSES. PROVIDE PRE-ENGINEERED,
PREFABRICATED 2X WOOD TRUSSES FOR
SPANS AND CONDITIONS SHOWN. SPACE
TRUSSES AT 2' - 0" O.0 MAXIMUM AND AS
REQUIRED BY TRUSS MANUFACTURER.
PROVIDE ALL REQUIRED INFILL FRAMING,
BLOCKING AND BRACING REQUIRED TO FRAME
ENTIRE ROOF ASSEMBLY. PROVIDE ALL
NECESSARY SUPPORT CONDITIONS FOR
FRAMING ATTACHED TO WOOD TRUSSES.
05. ROOF SHEATHING. PROVIDE 1/2" THICK CDX
PLYWOOD WITH H-CLIPS.
06. NAILING SCHEDULE. EXCEPT AS NOTED,
OTHERWISE, ALL WOOD FRAMING COMPONENTS
SHALL BE FASTENED AS SPECIFIED IN THE
STANDARD BUILDING CODE, SECTION 1705 AND
TABLE 1705.1 FASTENING SCHEDULE. WHERE
SCHEDULE DIFFERS FROM SPECIFIC DETAILS
NOTED HERE. INSTALL IN ACCORDANCE TO THE
MOST RESTRICTIVE REQUIREMENT.
07. C.M.U. WALLS 8" MASONRY UNITS. PROVIDE
DOUBLE TOP AND MID SPAN BOND BEAM WITH 1
# NO. 5 EA. BEAM COURSE. FILL CELLS @ ALL
CORNERS AND OPENINGS AND @ 3'4" O.C.
VERTICALLY WITH 1 # 6 REINFORCING BAR AND
3,000 PSI GROUT.