united cafeteria phase ii architectural alliance...
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SH 124 (FANNETT ROAD)
EXISTING CAFETERIA
KITCHEN ADDITION ANDCAFETERIA EXPANSION
EXISTINGROTCBUILDING
EXISTINGSCIENCE BUILDING
EXISTINGPARKING LOT
EXISTING FIRELANE
NEWCONCRETEDRIVE
KEY PLAN LOCATION MAPMATERIAL LEGENDCONCRETE
BRICKMASONRY
CONCRETEMASONRYUNITS
PLYWOOD
GYPSUM BOARD
RIGIDINSULATION
BATTINSULATION
BLOCKING OR SHIM(CONTINUOUS)
BLOCKING OR SHIM(INTERMITTENT)
SYMBOL KEY
A401
07
1
A201
1
A6011
TS 15
DOOR NUMBER
TOILET ACCESSORY
INTERIOR ELEVATIONMARK
ENLARGED DETAIL
KEYNOTE
EXTERIOR ELEVATION TAG
PARTITION TYPES
ROOM NAME & NUMBER
WINDOW TYPE
NORTH ARROW
1
REVISION
1
ABBREVIATIONS A.B. ANCHOR BOLTA/C AIR CONDITIONINGACT ACOUSTICAL CEILING TILEA.D. AREA DRAINADA AMERICANS WITH
DISABILITIES ACTADJ ADJUSTABLEAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECT(URAL)ASPH ASPHALT
BD BOARDBIT BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBM BEAMB.O. BOTTOM OFBOT BOTTOMBRG BEARINGBTWN BETWEENBUR BUILT-UP ROOF
CAB CABINETCBU CEMENTITIOUS
BACKER UNITC/C CENTER-TO-CENTERCEM CEMENTCER CERAMICC.G. CORNER GUARDC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTCL CENTERLINECLG CEILINGCLR CLEAR(ANCE)CLOS CLOSETCMU CONCRETE
MASONRY UNITC.O. CLEAN OUTCOL COLUMNCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECORR CORRIDORCTR CENTERC.Y. CUBIC YARD
DBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDL DEAD LOADDN DOWN
DR DOORDS DOWNSPOUTDWR DRAWER
EA EACHEF EACH FACE / EXHAUST FANEJ EXPANSION JOINTEIFS EXTERIOR INSULATED
FINISH SYSTEMELEC ELECTRICALELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREEQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXH EXHAUSTEXIST EXISTINGEXP EXPANSION / EXPOSEDEXT EXTERIOR
FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER
CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFIN FINISHFLR FLOORFLUOR FLUORESCENTFM FACTORY MUTUALFO FACE OF (SPECIFY ITEM)FOB FACE OF BRICKFOC FACE OF CONCRETEFOS FACE OF STUDFR FIRE RESISTIVEFT FEET / FOOTFTG FOOTINGFURR FURRING / FURRED
GA GUAGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASS / GLAZINGGND GROUNDGR GRADEGWB GYPSUM WALLBOARDGYP GYPSUM
HB HOSE BIBHC HOLLOW COREHDR HEADERHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHVAC HEATING, VENTILATION,
AND AIR CONDITIONING
HW HOT WATER
ID INSIDE DIAMETERIN INCHINCL INCLUDE(D)INSUL INSULATIONINT INTERIORINV INVERT
JAN JANITORJST JOISTJT JOINT
KD KNOCK DOWNKIT KITCHENKO KNOCK OUT
LAB LABORATORYLAM LAMINATE(D)LAV LAVATORYLF LINEAL FOOTLH LEFT HANDLHR LEFT HAND REVERSELL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLWC LIGHT WEIGHT CONCRETE
MACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMEMB MEMBRANEMFR MANUFACTURERMEZZ MEZZANINEMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTL METALMULL MULLION
N/A NOT APPLICABLENIC NOT IN CONTRACTNO. NUMBERNOM NOMINALNTS NOT TO SCALE
OC ON CENTEROD OUTSIDE DIAMETER
(OR OVERFLOW DRAIN)OFCI OWNER FURNISHED/
CONTRACTOR INSTALLEDOFOI OWNER FURNISHED/
OWNER INSTALLEDOH OPPOSITE HAND (OR
OVERHEAD)
OPNG OPENINGOPP OPPOSITE
PERP PERPENDICULARPL PLATE (OR PROPERTY LINE)PLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPNL PANELPNT PAINTPR PAIRPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPTN PARTITIONPVC POLYVINYL CHLORIDE
RA RETURN AIRRAD RADIUSRB RESILIENT BASERCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARREC RECESSEDREF REFERENCEREFR REFRIGERATORREINF REINFORCING / REINFORCEDREQD REQUIREDRES RESILIENTREV REVISIONRH RIGHT HANDRHR RIGHT HAND REVERSERM ROOMRO ROUGH OPENINGRWL RAINWATER LEADERR&S ROD AND SHELF
SC SOLID CORESCHED SCHEDULESF SQUARE FEETSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELST STONESTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSYM SYMMETRICAL
TAS TEXAS ACCESSIBILITYSTANDARDS
T&B TOP AND BOTTOMT&G TONGUE AND GROOVETBD TO BE DETERMINEDTEL TELEPHONETER TERRAZZO
THK THICK(NESS)TI TENANT IMPROVEMENTTO TOP OF (SPECIFY ITEM)TOC TOP OF CURB / CONCRETETOP TOP OF PARAPETTOS TOP OF STEELTOW TOP OF WALLTPTN TOILET PARTITIONTS TUBULAR STEELTV TELEVISIONTYP TYPICAL
UC UNDERCOUNTERUL UNDERWRITERS LABORATORYUNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVR VAPOR RETARDERVTR VENT THRU ROOFVWC VINYL WALL COVERING
WC WATER CLOSETWD WOODWDW WINDOWW/ WITHWH WATER HEATERW/O WITHOUTWP WATERPROOFWR WATER RESISTANTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESH
YD YARD
OWNER
Contact: Tiffany EckenrodPhone: (409) 617-5065Email: [email protected]
ARCHITECTARCHITECTURAL ALLIANCE, INCORPORATED350 Pine Street Suite 720Beaumont, Texas 77701
Contact: Rob ClarkPhone: (409) 866-7196Email: [email protected]
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Beaumont, TX 77701
Beaumont Independent School District3395 Harrison Avenue
STRUCTURALFITTZ & SHIPMAN1405 Cornerstone CourtBeaumont, Texas 77706
Contact: Terry ShipmanPhone: (409) 832-7238Email: [email protected]
MECH, ELECT, PLUMB, & TECHNOLOGYSALAS O' BRIEN10930 West Sam Houston Pkwy N Suite 900,Houston, TX 77064
Contact: Dan StephensPhone: (281) 664-6111Email: [email protected]
PROJECT INFORMATIONAPPLICABLE CODES AND STANDARDS
A. 2015 INTERNATIONAL BUILDING CODEB. 2015 INTERNATIONAL EXISTING BUILDING CODEC. 2015 INTERNATIONAL ENERGY CONSERVATION CODED. 2015 INTERNATIONAL PLUMBING CODEE. 2015 INTERNATIONAL MECHANICAL CODEF. 2015 INTERNATIONAL FIRE CODEG. 2014 NATIONAL ELECTRIC CODEH. 2014 ICC 600 STORMI. 2012 TEXAS ACCESSIBILITY CODE (2012 TAS)
BUILDING TYPE: Type IIB GROUP:A2ALLOWABLE...
HEIGHT: 55 ft. STORIES:2 AREA PER STORY: 9,500 ft²SPRINKLER SYSTEM: No
REQUIREMENT IS WAVED BY THE BUILDING OFFICIALPHYSICAL PROPERTIES
BUILDING AREA: 6,633 ft²(GROUND FLR.) AND 794 ft²(MEZZANINE)GRADE ELEVATION: 16.75 BUILDING HEIGHT ABOVE GRADE: 18.4BUILDING HEIGHT(STORIES): 1SEPARATION DISTANCE FROM EXTERIOR WALL TO PROPERTY LINE/S:
NORTH: 33'-11"(±) TO EXISTING ROTC BUILDINGEAST: 128'-0"(±) TO PROPERTY LINESOUTH: 49'-0"(±) TO ADJACENT EXISTING SCIENCE BUILDINGWEST: 0'-0"(±) TO ADJACENT EXISTING CAFETERIA
FIRE RESISTANCE RATINGS REQUIRED: Type IIBPRIMARY STRUCTURAL FRAME: 0 HOURSBEARING EXTERIOR WALLS: 0 HOURSBEARING INTERIOR WALLS: 0 HOURSNON-BEARING EXTERIOR WALLS/PARTITIONS: 0 HOURSNON-BEARING INTERIOR WALLS/PARTITIONS: 0 HOURSFLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURSROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
FIRE AND SMOKE PROTECTION705.2.1 Type I and II ConstructionProjections from walls of Type I or II construction shall be of noncombustible materials or combustiblematerials as allowed by Sections 1406.3 and 1406.4.706.4 Fire Wall Resistance RatingsRating required: 3 hr Rating provided: 4 hra. In Type II or V construction, walls shall be permitted to have a 2-hour fire resistance rating.
706.5 Horizontal Continuity : Firewall shall be continuous from ext. wall to ext. wall and shall extend notless than 18" beyond the surface of exterior walls.Exception 2; permitted to terminate at the interior surface of non combustible ext. sheathing, ext. siding orother non combustible ext. finishes provided that the non combustible finish extends a horiz. distance ofnot less than 4'-0" on both sides of the firewall.706.6 Vertical Continuity : Firewall shall extend from foundation to not less 30" above both adjacent roofs.Exception 3: Walls shall be permitted to terminate at the underside of non-combustible roof sheathing,deck or slabs where both buildings are provided with not less than a Class B roof covering. Openings shall not be located within 4'-0" of the firewall.
MEANS OF EGRESSOccupant Load: Kitchen:6,633 ft² Area/person:200 gross Occ. Load: 33 Exit Prov.: 84"Mech. Equipment Room:794 ft² Area/person:300 gross Occ. Load: 3 Exit Prov.: 72"Egress Width: 0.3" per Occupant for Stairs, 0.2" per Occupant for all othersTable 1006.2.1 Spaces with One Exit or Exit Access Doorways : Max occ. load=49 Max. common path oftravel distance without sprinkler = 75 ft)Table 1017.2 Exit Access Travel Distance : without sprinkler = 200 ft
RECYCLING COMMITMENTTHE ARCHITECT AND OWNER ENCOURAGE THE GENERALCONTRACTOR , SUBCONTRACTORS AND MATERIAL SUPPLIERS TOPRACTICE ENVIRONMENTAL STEWARDSHIP BY WORKING WITHSUPPLIERS AND WASTE DISPOSAL COMPANIES IN AN EFFORT TORECYCLE MATERIALS SUCH AS CARPET, VINYL FLOORING,CEILING TILE, SALVAGED STEEL (SUSPENSION SYSTEMS ANDMETAL STUDS) AND WHERE POSSIBLE TO SEPARATE RECYCLEDMATERIALS INTO BINS FOR PAPER AND PLASTICS. MANY OF THEPRODUCTS SPECIFIED FOR THIS PROJECT HAVE AGREEMENTS TOPICK-UP MATERIALS FOR RECYCLING.
MANY OF THE PRODUCTS SPECIFIED FOR THIS PROJECT AREFROM MANUFACTURERS UTILIZING HIGH PERCENTAGES OF POSTCONSUMER RECYCLED PRODUCTS IN THE BLENDING ANDMANUFACTURING PROCESS. YOUR PARTICIPATION AND EFFORTSARE APPRECIATED AND DEMONSTRATE TO YOUNGER MEMBERSTHE POSSIBILITIES OF MAKING THIS PLACE CLEANER WITH HOPEFOR THE FUTURE OF OUR WORLD.
SET NUMBER
UNITED CAFETERIA PHASE IIADDITIONS AND RENOVATIONS3443 FANNETT ROAD BEAUMONT, TX 77705
OWNERSHIP OF DRAWINGS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF ARCHITECTURAL ALLIANCE INCORPORATED AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ARCHITECTURAL ALLIANCE INCORPORATED. © COPYRIGHT 2019
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ISSUED FORSCHEMATIC DESIGNDATE:_________________
DESIGN DEVELOPMENTDATE:_________________
BIDS & CONSTRUCTIONDATE:_________________
PROJECT NUMBER
SHEET NUMBER
DRAWINGS SHEET TITLE
3/22/2019
1/16/2019x
x
x
1879
6/13/2019
6/13/2019
CIVIL FITTZ & SHIPMAN1405 Cornerstone CourtBeaumont, Texas 77706
Contact: Bernardino TristanPhone: (409) 832-7238Email: [email protected]
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CONTRACTOR BIDDINGDATE:_________________
6/13/2019x
4/23/2019
FOOD SERVICEFCA Design Inc.11200 Broadway, Suite 2362Pearland, TX 77584
Contact: Chris ClementsPhone: (281) 520-3431Email: [email protected]
Sheet List TableSheet Number Sheet Title
General
G000 Cover Sheet
G100 Texas Accessibility Standards Summary
G101 Texas Accessibility Standards Summary
EC100 Energy Code Compliance
Civil
C1.0 Drainage Plan
C2.0 Dimensional Plan
C3.0 Grading Plan
C4.0 Utility Plan
C5.0 Erosion Control Plan
C6.0 Site Details
C7.0 City Details
Architectural
A000 Site Plan
A001 Site Details
A100 Demolition Plan
A101 Overall Floor Plan
A102 Enlarged Floor Plan
A103 Mezzanine Floor Plan
A200 Door and Window Schedule
A201 Door Schedule and Details
A300 Reflected Ceiling Plan
A400 Exterior Elevations
A500 Building Sections
A501 Wall Sections
A600 Interior Elevations
A601 Interior Elevations
A602 Interior Elevations
A603 Interior Elevations
A700 Millwork Sections
A800 Column Details
A900 Roof Plan
F100 Finish Plan
Food Service
FS-1 Food Service Equipment Plan
FS-2 Food Service Equipment Schedule
FS-3 Food Service Equipment Critical Dim. Plan
FS-4 Food Service MEP Details
FS-5 Food Service Plumbing Conn. Plan
FS-5 FS Electrical Connection Plan
FS-7 FS Plumbing and Electrical Schedules
FS-8 Food Service Equipment Elevations
FS-9 Food Service Equipment Elevations
FS-10 Food Service Equipment Elevations
FS-11 Food Service Sections and Details
FS-12 Refrigeration Syst.-RDT Drawings
FS-13 Exhaust Hood Information
FS-14 Exhaust Hood Information
FS-15 Power Soak Drawings
Sheet List TableSheet Number Sheet Title
FS-16 Service Counter Drawings
FS-17 Service Counter Drawings
Structural
S1 General Notes and Typical Details
S2Foundation Plan, Schematic Mezzanineand Roof Framing Details
S3 Foundation Plan and Details
Mechanical Electrical and Plumbing
M001 Mechanical Demolition Plan
M201 Mechanical Floor Plans
M301 Mechanical Mezzanine Plan
M401 Mechanical Schedules
M501 Mechanical Legends
M502 Mechanical Details
E001 Electrical Demolition Plan
E101 Electrical Site Plan
E201 Electrical Lighting Plan
E202 Electrical Mezzanine Lighting Plan
E301 Electrical Power Plan
E302 Electrical Mezzanine Power Plan
E303 Electrical Enlarged Kitchen Plan
E401 Electrical Equipment Plan
E501 Electrical One Line Diagram and Schedule
E601 Electrical Schedules
E602 Electrical Schedules
E701 Electrical Details and Schedules
P001 Plumbing Demolition Plan
P101 Plumbing Site Plan
P201 Plumbing Underfloor Plan
P301 Plumbing Floor Plan
P401Plumbing Enlarged Kitchen UnderfloorPlan
P402 Plumbing Enlarged Kitchen Plan
P403 Plumbing Mezzanine Plan
P501 Plumbing Schedules
P601 Plumbing Details
P602 Plumbing Details
Technology
T001 Technology Demolition Plan
T101 Technology Site Plan
T201 Technology Floor Plan - Area A
T202 Technology Floor Plan - Area B
T203 Technology Mezzanine Plan
T301 Technology Schedules
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OWNERSHIP OF DRAWINGS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF ARCHITECTURAL ALLIANCE INCORPORATED AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ARCHITECTURAL ALLIANCE INCORPORATED. © COPYRIGHT 2019
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PROJECT NUMBER
SHEET NUMBER
DRAWINGS SHEET TITLE
1879
Bea
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ISSUED FORSCHEMATIC DESIGNDATE:_________________
DESIGN DEVELOPMENTDATE:_________________
BIDS & CONSTRUCTIONDATE:_________________
3/22/2019
1/16/2019x
x
xCONTRACTOR BIDDINGDATE:_________________
6/13/2019x
4/23/2019
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OWNERSHIP OF DRAWINGS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF ARCHITECTURAL ALLIANCE INCORPORATED AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ARCHITECTURAL ALLIANCE INCORPORATED. © COPYRIGHT 2019
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PROJECT NUMBER
SHEET NUMBER
DRAWINGS SHEET TITLE
1879
Bea
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dent
Sch
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777
0534
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ISSUED FORSCHEMATIC DESIGNDATE:_________________
DESIGN DEVELOPMENTDATE:_________________
BIDS & CONSTRUCTIONDATE:_________________
3/22/2019
1/16/2019x
x
xCONTRACTOR BIDDINGDATE:_________________
6/13/2019x
4/23/2019
Arc
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OWNERSHIP OF DRAWINGS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF ARCHITECTURAL ALLIANCE INCORPORATED AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ARCHITECTURAL ALLIANCE INCORPORATED. © COPYRIGHT 2019
3443
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PROJECT NUMBER
SHEET NUMBER
DRAWINGS SHEET TITLE
1879
CLIMATE ZONE: 2A Jefferson County (Warm-Humid) PRESCRIPTIVE METHOD: C402 - C406
INSULATION MATERIAL AND R-VALUES
ROOFS
INSULATION ENTIRELY ABOVE ROOF DECK: [NA, R25 ci]
METAL BUILDINGS: [NA, R-19 + R-11 LS]
ATTIC AND OTHER: [NA, R-38]
WALLS, ABOVE GRADE
MASS: [NA, R-5.7ci]
METAL BUILDING: [NA, R13 + R-6.5ci] U-FACTOR METHOD: MIN. 0.079, ACTUAL: 0.059
METAL FRAMED: [NA, R-13 + R-5ci]
WOOD FRAMED: [NA, R-13 + R-3.8ci, R-20]
WALLS, BELOW GRADENO REQUIREMENT
FLOORS
MASS: [NA, R-6.3ci]
JOIST/FRAMING: [NA, R-30]
SLAB-ON-GRADE FLOORS
UNHEATED SLABS: NO REQUIREMENT
HEATED SLABS: [NA, R-7.5 FOR 12" BELOW]`
OPAQUE DOORS: [NA, R-4.75]
FENESTRATION
VERTICAL
FIXED FENESTRATION: U-FACTOR 0.50 MIN, 0.XX ACTUALOPERABLE FENESTRATION: U-FACTOR 0.65 MIN, 0.XX ACTUALENTRANCE DOORS: U-FACTOR 0.83 MIN, 0.XX ACTUAL
PF = [ 4.33] PF = A / B
MINIMUM REQUIREMENTS
SHGC SEW NPF < 0.2 [0.25, NA] [0.33, NA]
0.2 < PF < 0.5 [0.30, NA] [0.37, NA]PF > 0.5 [0.40, NA] [0.40, NA]
SHGC ACTUAL: 0.XX
SKYLIGHTS
U-FACTOR [ NA, 0.65 MIN, 0.XX ACTUAL]
SHGC [NA, 0.35MIN, 0.XX ACTUAL]
ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE (3-YEAR), OR SOLAR REFLECTANCE INDEX (3-YEAR) FOR LOW SLOPE ROOFS C402.3
R aged = 0.XX [3-year aged solar reflectance min. 0.55, and 3-year aged thermal emittance min. of 0.75]
CALCULATED % OF WINDOWS IN EACH EXTERIOR WALL C402.4
Max. allowable % window openings in exterior walls - 30% C402.4.1
[Not more than 40% of the gross above-grade wall area shall be permitted to be vertical fenestration, provided all of thefollowing requirements are met1.Building not greater than 2 story above grade, not less than 50% of the net floor area is within a daylight zone. [NA] [Complies] [Not Compliant]2. Building not greater than 3 or more stories above grade, not less than 50% of the net floor area is within a daylight zone. [NA] [Complies] [Not Compliant]3. Daylight responsive controls complying with C405.2.3.1 are installed in daylight zones.
[NA] [Complies] [Not Compliant]4. Visible Transmittance (VT) of vertical fenestration is not less than 1.1 times solar heat gain coeficient (SHGC)
[NA] [Complies] [Not Compliant]
Maximum allowable area of skylight area - 3% of gross roof area
ACTUAL FENESTRATION CALCULATIONS:
NORTH WALL(S): 0.02 % <30% COMPLIES
SOUTH WALL(S): 0 % <30% COMPLIES
EAST WALL(S) 0 % <30% COMPLIES
WEST WALL(S) 0 % <30% COMPLIES
ROOF SKYLIGHT 0 % <03% COMPLIES
MINIMUM SKYLIGHT FENESTRATION AREA C402.4.2Enclosed space greater than 2,500 SF floor area directly under roof ?
YES NO X
Skylight Not Required
75% of ceiling area with ceiling height greater than 15 feetYES NO
XSkylight Not Required
Uses as an office, lobby, atrium, concourse, corridor, storage space, gymnasium/exercise center, convention center,automotive service area, manufacturing space, nonrefrigerated warehouse, retail store, distribution/sorting area, transportationdepot or workshop
YES NO X
Skylight Not Required
TOTAL DAYLIGHT ZONE UNDER SKYLIGHTS SHALL BEOF NOT LESS THAN 3% WHERE SKYLIGHTS HAVE A VTOF AT LEAST 0.40
ORWF (well factor)
= MINIUMUM SKYLIGHT EFFECTIVE APERATURE OF AT LEAST 1%,= 0.85 x Skylight Area x Skylight VT x WF =0.9 if light well depth < 2 ft
Daylight Zone Under Skylight=0.7 if light well depth > 2 ft
2015 INTERNATIONAL ENERGY CONSERVATION CODECOMPLIANCE SUMMARY
AIR LEAKAGE - THERMAL ENVELOPE (Mandatory) C402.5
Air Leakage requirements will be met by: Materials, Assemblies Testing during construction
DIAGRAM ILLUSTRATING AIR BARRIER
SCHEMATIC PLAN VIEW
SCHEMATIC SECTION VIEWROOF THERMAL ENVELOPE
ATTIC SPACE
CONDITIONED SPACE
C402.5 Air Leakage - thermal envelope (Mandatory)
Continuous air barrier shall be provided throughout the building envelope. Permitted to be located on inside or outside ofbuilding envelope, located within the assemblies composing the envelope, or combination thereof.
Air Barrier Construction shall comply with following: Continuous for entire thermal envelope and across joints Seams shall be sealed Penetrations shall be caulked or gasketed Recessed lighting shall be IC Rated Labeled having air leakage rate of less than 2.0 cfm Sealed with gasket or caulk between housing and interior wall or ceiling covering.
Acceptable Air Barriers Materials (with joints sealed) Min 38" thick plywood Min 38" oriented stranded board (OSB) Min 12" extruded polystyrene insulation board Min 12" foil-back polyisocyanurate insulation board Min 1 12" closed-cell spray foam min density 1.5 pcf Min 4 12" open-cell spray foam density between 0.4 and 4.5 pcf Min 12" interior or exterior gypsum board Min 12" cement board Built-up roofing membrane Modified bituminous roof membrane Fully adhered single-ply roof membrane Min 58" portland cement / sand parge or gypsum plaster Cast-in-place precast concrete Fully grouted concrete block masonry Sheet steel or aluminum Solid or hollow masonry constructed of clay or shale masonry units
Acceptable Air Barriers Assemblies Concrete masonry walls coated with 1 application block filler, or 2 applications of a paint or sealer coating Masonry walls constructed of clay or shale masonry, min 4 inches width Portland cement stucco or plaster min 1
2" thick
ATTIC SPACE
CONDITIONED SPACE
SCHEMATIC SECTION VIEWCEILING THERMAL ENVELOPE
MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION ASSEMBLIES
FENESTRATION ASSEMBLY MAXIMUM RATE TEST PROCEDURE (CFM / FT2)
Windows 0.20Sliding Doors 0.20 AAMA/WDMA/CSA101/Swinging Doors 0.20 I.S.2/A440Skylights - with condensation or weepage openings 0.30 NFRC 400 Skylights - All others 0.20 Curtain Walls 0.06Storefront Glazing 0.06 NFRC 400Commercial glazed swinging 1.00 or entrance doors ASTM E 283 at 1.57 psfRevolving Doors 1.00 (75 Pa)
Garage Doors 0.40 ANSI/DASMA 105,Rolling Doors 1.00 NFRC 400, orHigh-speed doors 1.30 ASTM E283 at 1.57 psf (75 Pa)
C402.5.7 VESTIBULESException 1. Not required in climate zones 1 & 2.
C403 MECHANICAL SYSTEMS
C404 SERVICE WATER HEATING (MANDATORY)
C404 ELECTRICAL POWER AND LIGHTING SYSTEMS
ISSUED FORSCHEMATIC DESIGNDATE:_________________
DESIGN DEVELOPMENTDATE:_________________
BIDS & CONSTRUCTIONDATE:_________________
3/22/2019
1/16/2019x
x
xCONTRACTOR BIDDINGDATE:_________________
6/13/2019x
4/23/2019