UNITED CAFETERIA PHASE II Architectural Alliance...

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

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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




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-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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xCONTRACTOR BIDDINGDATE:_________________

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4/23/2019

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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




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