Secular Monastery

THE SECULAR MONASTERY

BUSY SURROUNDINGS

COLD BLACK LEVER

ANTICIPATION SPECULATION INTUITION

DULL SLIM FOYER

ROMANTIC TEARING TOWARDS GRASS TRAIL THROUGH PRECISE CONTROL

MKRTCHIAN, SATEN

80

GRADING PLAN SCALE: 1/32”=1”-0’

SITE DRAINAGE DIAGRAM SCALE: 1/32”=1”-0’

EXISTING TOPOGRAPHY NEW TOPOGRAPHY BIOSWALES

NOTE: BIOSWALES ARE OFFSETED FROM THE BUILDING PREMESIS TO PREVENT FLOODING WITHIN THE BUILDING. THE EARTH IS COVERED

BY SIMILAR NATIVE PLANTS AS THE COURTYARD SEE SITE ANALYSIS PLAN

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

SITE GRADING SITE DRAINAGE

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

ROOF PLAN SCALE: 1/16”=1”-0’

A1.2

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

THIRD FLOOR PLAN SCALE: 1/16”=1”-0’

BUILDING FLOOR PLANS

INSTRUCTOR (INSTRUCTOR NAME HERE) STUDENT (YOUR NAME HERE)

A2.2

GREEN PEPPER 1.CHINESE HOUSES

9. ELEGANT LUPINE

KOHLRABI

2. MOJAVE LUPINE

ZUCCHINI

BEANS

3. KALLSTROEMIA GRANDIFLORA

6.GOLDFIELDS

7. FIRECRACKER PENSTEMON

HOT PEPER 4. ARROYO LUPINE

8. DESERT GLOBEMALLOW

1.HAWORTHIA

POTATOES

ONIONS

2.PENICILATA CACTUS PEAS 3. BAIL CACTUS 4. ENCHINOCEREUS CARROTS

5. PLUSH PLANT

6. LIVING STONE

TOMATOES

7. FLAMING KATY

RASPBERRIES

8.SILVER JADE PLANT

9. EASTER LILY CACTUS STRAWBERRIES 10.TORCH PLANT

GROUND FLOOR PLAN SCALE: 1/16”=1”-0’

11.MAMMILLARIA

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

SITE LANDSCAPE

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

A1.3

THE SECULAR MONASTERY

RENDERED VIEWS

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

A0.3

ACTIVE AND PASSIVE SYSTEM

ACCESSIBILITY

TYPICAL HANDICAP SIGN ACCESSIBLE AISLE

8’

VAN STALL ACCESSIBLE SPACE

9’

12’

8’

4”MIN ACCESSIBLE ROUTE STALL DEPTH 18’-0” 9’

8’

9’ 5’ 9’

8’

STANDARD STALL ACCESSIBLE SPACE

8’

3 10’

LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015 DUE TO THE DIAGRID SYSTEM THAT PLAYS A BIG ROLE IN STRUCTURAL AND AESTETIC ROLE, IT DERIVES THAT WAY OF SOME ENVIRONMENTAL SYSTEMS TO BE TRAVELED WITHIN THE SPACE. THE MECHANICAL SYSTEM TRAVELS THROUGHT THE BUILDING TWO DIFFERENT WAYS. THE PARTS THAT THE DIAGRID WALL FOLDS AND CREATS A MOMENT WITH THE SYSTEMS WILL GO UNDERGROUND NOT TO INTERFERE WITH THE GLASS ROOF SYSTEM AND IF ITS NOT IT GOES THROUGH THE WALL TO WALL TRUSS AND BRACING SYSTEM

LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015 ACCESSIBILITY FOR THIS SITE IS CONSIDERED HIGHLY AND DESIGNED AROUND IT AND IN COMPLAINS WITH THE ADA STANDARDS AND THE INTERNATIONAL CODE

PARKING ACCESSIBILITY REQUIEMENTS SCALE: 1/32” = 1’-0”

10’

ADA STANDARS FOR ACCESSIBLE DESIGN SECTION 4.1.2(5) 2% OF TOTAL PARKING PROVIDED IN EACH LOT OR 1-25 TOTAL NUMBER OF PARKING SPACES PROVIDED PER LOT 1 VAN AND 1 ACCESSIBLE PARKING SPACE IS REQUIRED 8’

INTERNATIONAL CODE COUNCIL SECTION 1007.4 ELEVATORS USED AS AN ACCESSIBLE MEANS OF EGRESS

SECTION 1104.4 MULTILEVEL BUILDINGS THIRD FLOOR

2 SECOND FLOOR

8’

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE LEVEL, IN MULTILEVEL BUILDING

6’ TURNING RADIUS

SECTION 1104.3 CONNECTED SPACES

8’

WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OG THE BUILDING, TO ACCESSIBLE BUILDING ENTERANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY.

DEMAND SUPPLY EXHAUST

SECTION 1104.2 WITHIN A SITE 3’-8”

12’

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

SECTON 1104.1 SITE ARRIVAL POINTS ACCESSIBILE ROUTES WITHING THE SIRE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS; ACCESSIBLE PARKING.

3’MIN CLR 8’

3’-8” STAIRWAY ACCESSIBILITY REQUIEMENTS SCALE: 1/8” = 1’-0”

4.25’ MIN

6.7’ MIN

1

FIRST FLOOR ELEVATOR ACCESSIBILITY REQUIEMENTS SCALE: 1/8” = 1’-0”

8’

SECTION 1110.1 SIGNS REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ALL NECESSARY AREAS

1 2 3

PARKING ACCESSIBILITY REQUIEMENTS ELEVATOR ACCESSIBILITY REQUIEMENTS STAIRWAY ACCESSIBILITY REQUIEMENTS 6’ TURNING RADIUS ACCESSIBILITY REQUIEMENTS 3’ DOOR CLEARANCE ACCESSIBILITY REQUIEMENTS 3’ CORRIDOR CLEARANCE

DUCT WORK HIDDEN IN STEEL TRUSS SYSTEM 3” TOPPING CONCRETE RADIANT HEATING CONCRETE SLAB

BUILDING SERVICE SYSTEMS SPRINKLER SYSTEM LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015 FIRE-LIFE SAFETY SPRINKLER SYSTEM IN THIS PROJECT IS DIVIDED INTO TWO DIFFERENT ONES, WET AND DRY SPRINKLER SYSTEMS. BOTH SPRINKLER HEADS SPANNING WITH RADIUS OF 8FT. THE ART GALLERY FALLING UNDER THE CODE OF DRY SPRINKLER SYSTEM DUE TO THE ITEMS THAT IS BEING CARIED IN THE SPACE. THE DIAGRID ALSO ALLOWS THE SPRINKLER SYSTEM PIPES BE WELDED ON IT AND TRAVEL WITH THE EXPOSED STRUCTURE AND ALLOWS THE SYSTEM TO WORK WITH ALL THE BUILDING CODES.

HORIZONTAL CIRCULATION CORRIDORS AS SEEN IN ACCESSIBILITY DIAGRAMS COMPLY WITH ADA REQUIREMENTS ACT AS HORIZONTAL TRANSPORTATION THROUGOUT THE SPACE

SECTION 310.4 RESIDENTIAL GROUP R-2 RESIDENTIAL OCCUPANCIES CONTAINING SLEEPING UNITS OR MORE THAN TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE

SECTION 304.1 BUSINESS GROUP B BUSINESS GROUP B OOCCUPANCY INCLUDES SPACE FOR EDUCATIONAL OCCUPANCIES FOR STUDENTS ABOUT THE 12TH GRADE

SECTION 303.4 ASSEMBLY GROUP A-3 ASSEMBLY USES INTENDED FOR WORSHIP, RECREATION OR AMUSEMENT

SECTION 303.3 ASSEMBLY GROUP A-2

THIRD FLOOR

SECOND FLOOR

DIAGRID CURTAIN WALL SYSTEM SHOWING A POSSIBLE WAY THE PIPE CAN BE WELDED ON THE STRUCTURAL I-BEAMS

FIRST FLOOR

WET SPRINKLER HEAD DRY SPRINKLER HEAD SECONDARY SPRINKLER LINE WET SPRINKLER HEAD MAIN SPRINKLER LINE WET SPRINKLER HEAD SECONDARY SPRINKLER LINE WET SPRINKLER HEAD MAIN SPRINKLER LINE WET SPRINKLER HEAD SPRINKLER PIPE

ASSEMBLY USES INTENDED FOR FOOD AND/OR DRINK CONSUMPTION

VERTICAL CIRCULATION ELEVATORS AND STAIRWAYS AS SEEN IN ACCESSIBILTY DIAGRAMS COMPY WITH ADA REQUIREMENTS AND ACT AS VERTICAL TRANSPORTATION THROUGHOUT THE SPACE

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

VERTICAL TRANSPORTATION ELEVATORS VERTICAL TRANSPORTATION STAIRWAYS HORIZONTAL TRANSPORTATION FLOOR TO FLOOR

BUILDING LIFE SAFETY: CIRCULATION

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

A2.4

BUILDING TYPE CALCULATIONS OCCUPANCY GROUP+CONSTRUCTION=AREA X HEIGHT ALLOWABLE BLDG AREA CONSTRUCTIONS TYPE: TYPE II A STEEL BUILDING HEIGHT: 40FT NUMBER OF STORIES: 3 OCCUPANCY GROUP: GROSS FIRST FLOOR: GROSS SECOND FLOOR: GROSS THIRD FLOOR: TOTAL GROSS AREA: BASE ALLOWABLE AREA:

A-2 1900sf 0 2100sf 4000sf 9500sf

F A-3 B R-2 S 0 300sf 2600sf 4440sf 2400sf 0 0 0 4000sf 200sf 0sf 1720sf 0 0 100sf 6160sf 2400sf 4000sf 600sf 2600sf 9500sf 23,000sf 16,000sf17,500sf15,500sf

LIFE SAFETY SYSTEMS BUILDING TYPE CALCULATIONS

1900sf+4440sf+2400sf+300sf+2600sf = 0.15 FIRST FLOOR 9500sf+9500sf+23,000sf+17,500sf+15,500sf SECOND FLOOR

4000sf+200sf 16,000sf+17,500sf

= 0.12

THIRD FLOOR

2100sf+1720sf+100sf 4000sf+6160sf+600sf

= 0.36

TOTAL

19,760sf 91,000sf

= 0.22

LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015 EACH GROUP OF OCCUPANCY IS DIVIDED INTO ITS GROUPS BY THE CODE WHICH ALOUD TO CALCULATE THE ACCUPANCY LOAD.

DINNING AREA_1500sq ft

KITCHEN_600sq ft SECTION 1009.2 INTERIOR EXIT STAIRWAYS

LIFE SAFETY SYSTEMS MEANS OF EGRESS

BEDROOMS_200-300sq ft

SECTION 1018.4 DEAD ENDS

LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015

SECTION 1018.4 DEAD ENDS

MEANS OF EGRESS BEING A COMPONENT OF LIFE SAFETY SYSTEMS WAS ONE OF THE MAIN DESIGN DRIVEN FACTORS, WHERE OCCUPANCY SAFETY IS MET BY THE INTERNATIONAL CODE COUNCIL.

CHAPTER ROOM_1500sq ft

LOUNGE_720sq ft

SECTION 1009.2 INTERIOR EXIT STAIRWAYS

SECTION 1027.1 EXIT DISCHARGE EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL NOT REENTER A BUILDING

LIBRARY_723sq ft CLASSROOM 1_865sq ft SECTION 1018.4 DEAD ENDS

SECTION 1018.4 DEAD ENDS

CLASSROOM 2_800sq ft

WHERE MORE THAN ONE EXIT OR OEXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ECCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 ft IN LENGTH. SECTION 1027.1 EXIT DISCHARGE

SECTION 1027.1 EXIT DISCHARGE

SECTION 1009.2 INTERIOR EXIT STAIRWAYS INTERIOR EXIT STAIRWAYS SHALL LEAD DIRECTLY TO THE EXTERIOR OF THE BUILDING OR SHALL BE EXTENDED TO THE EXTERIOR OF THE BUILDING WITH AN EXIT PASSAGEWAY

SECTION 1003.7 ELEVATORS

SECTION 310.4 RESIDENTIAL GROUP R-2 RESIDENTIAL OCCUPANCIES CONTAINING SLEEPING UNITS OR MORE THAN TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE

SECTION 1009.2 INTERIOR EXIT STAIRWAYS

THIRD FLOOR SECOND FLOOR

PAINTING AREA_1030sq ft

BUSINESS GROUP B OOCCUPANCY INCLUDES SPACE FOR EDUCATIONAL OCCUPANCIES FOR STUDENTS ABOUT THE 12TH GRADE

NOT AN ENCLOSED SPACE

ASSEMBLY USES INTENDED FOR WORSHIP, RECREATION OR AMUSEMENT

SECTION 303.3 ASSEMBLY GROUP A-2 ASSEMBLY USES INTENDED FOR FOOD AND/OR DRINK CONSUMPTION

CONFERENCE ROOM_500sq ft ADMINISTRATION_700sq ft

GROUP B

GARDEN_2600sq ft ART GALLERY_2700sq ft

FIRST FLOOR

GROUP F

THIRD FLOOR

SECOND FLOOR

FIRST FLOOR

SECTION 1004.5 OUTDOOR AREAS

THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH 32 INCES. ELEVATORS COURTYARD MAIN ENTERANCE/EXIT DOOR (72”MIN) ALL OTHER DOORS (36”) DIRECTION TO THE NEAREST MEANS OF EGRESS

NOTE: *ANY ENCLOSED SPACE THAT IS MORE THAN 750sq ft MUST HAVE A SECOND MEANS OF EGRESS *DOORS SPECIFIED FOR EGRESS ARE DIRECTED TO OPEN IN DIRECTION OF EGRESS *IN CASE OF EMERGENCIES NO TWO MEANS OF EGRESS INTERLOCK

GROUP R GROUP S

THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERUPTED BY ANY BUILDING ELEMENT.

MULTIPURPOSE AREA_1850sq ftSECTION 1008.1.1 SIZE OF DOORS

SECTION 303.4 ASSEMBLY GROUP A-3

GROUP A-3

SECTION 1003.6 MEANS OF EGRESS CONTINUITY

COURTYARD AREAS ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS.

SECTION 304.1 BUSINESS GROUP B

GROUP A-2

ELEVATORS SHALL NOT BE USED AS COMPONENT OF REQUIRED MEANS OF EGRESS FOR ANY OTHER PART OF THE BUILDING.

EXIT/ENTER

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

RENDERED VIEWS

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

A0.3

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

BUILDING SECTION

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

A2.5

STRUCTURAL SYSTEM LINEAR ESCAPE JOSHUA TREE DESERT/ SPRING 2015 THE OVERAL STRUCTURE IS DIVIDED INTO TWO DIFFERENT COMPONENTS. THE ENETIRE SPACE IS STEEL FRAMING WITH POST AND BEAM COMPONENTS AND WITHIN ITS PRIMARY STRUCTURE STEEL JOISTS. BUT THE SECOND COMPONENT OF THE STRUCTURE COMBINATION IS THE DIAGRID SYSTEM WHICH ALLOWS FOR THE CONCEPT TO TIE BACK INTO THE PROJECT. DIAGRIDS ARE USUALLY USED IN HIGH RISES, BUT IN THE CASE OF THE MONASTORY IT SOLY SERVES THE PURPOSE PRIMARY AND SECONDARY STRUCTURE ELEMENTS WHICH ALLOW THE TECTURD LIGHT TO COME IN.

DECEMBER

APRIL

OCTOBER

MARCH JANUARY FEBRUARY

NNW

N

NNE

NW

NOVEMBER AUGUST

NE

SEPTEMBER WNW

ENE JULY E

W

MAY JUNE

WSW

ESE SW

SE SSW

S

SSE INDIVIDUAL COMPONENT CENTROID

NNW

N

OVERALL CENTROID

NNE

NW

DEAD LOAD

EACH COMPONENT HAS ITS OWN CENTROID

NE

ENTIRE MASS IS DIVIDED INTO RECTANGULAR COMPONENTS THE ENTIER MASS CENTROID IS CONFIGUIRED FROM THE OVERALL CENTROIDS

DIAGRID ACTS AS AM AGRESSIVE PATERN WHICH ALLOWS TO CREATE RESTLESS KINETIC ENERGY

TWO PRIMARY STRUCTURE

WNW

ENE JANUARY FEBRUARY MARCH APRIL MAY

WIND LOAD

E

W COLUMN (STEEL) DIAGRID (STEEL)

X

STEEL COLUMN

TOP OF SLAB ON GRADE

PLATE WASHER AND NUT BASE PLATE LEVELING NUT GROUT

WSW

X/2

EDGE BEAM (STEEL)

DEAD LOAD WIND LOAD

SW

SE

X/2

SSW

ANCHOR RODS

S

SSE

6.4% 8.5% 2.1% 1.1% 2.1% 3.2% 12.8%

16.3% 12.2% 5.1% 2% 2% 2% 3.1%

21.6% 14.4% 3.1% 2.1% 1% 1% 1%

26.3% 15.8% 4.2% 1.1% 0% 0% 1.1%

15.2% 12.3% 3.1% 1.7% 1.5% 1.3% 2.9%

16% 18.1% 6.4% 6.4%

8.5% 4.3%

8.2% 5.1%

15.5% 6.2%

4.2% 4.2%

11.4% 5.9%

4% 6%

4.3% 6.4% 7.4% 8.5%

5.3% 4.3%

1% 1%

1% 1%

1.1% 2.1%

2.9% 3.5%

7.7% 15.4%

8% 20%

8.5% 6.4% 7.4% 5.3%

5.3% 3.2%

3.1% 5.1%

1% 2.1%

1.1% 4.2%

3.7% 3.9%

7.7% 3.8% 1.9%

8% 4% 2%

6.4% 5.3% 10.6% 9.6% 10.6% 17%

5.3% 11.7% 20.2%

4.1% 9.2% 20.4%

4.1% 8.2% 16.5%

5.3% 11.6% 17.9%

5.2% 8.8% 14.8%

19.4% 11.2% 2% 1% 1% 1% 2%

17% 22.3% 5.3% 1.1% 2.1% 3.2% 3.2%

28.1% 21.9% 2.1% 2.1% 1% 1% 1%

5.8% 9.6% 5.8% 5.8% 5.8% 0% 5.8%

4% 8% 2% 2% 4% 2% 4%

8.5% 4.3% 1.1% 1.1% 0% 2.1% 5.3%

ESE 7.3% SE 5.2%

12.2% 6.1%

7.4% 3.2%

7.3% 5.2%

13.5% 3.8%

14% 8%

SSE 1% S 1%

2% 1%

2.1% 2.1%

1% 1%

3.8% 3.8%

SSW 1% SW 2.1%

2% 3.1%

2.1% 3.2%

1% 2.1%

WSW 3.1% W 7.3% WNW14.6%

6.1% 9.2% 20.4%

3.2% 8.5% 14.9%

3.1% 7.3% 14.6%

7.4% 1.1% 1.1% 1.1% 1.1% 1.1% 4.3%

X/2

CONCRETE FOUNDATION

ESE

JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER YEARLY AVERAGE

NW 28.1% NNW 21.9% N 2.1% NNE 2.1% NE 1% ENE 1% E 1%

CONCETING PLATE (STEEL)

COMPREHENSIVE STUDIO 4A WOODBURY UNIVERSITY SPRING 2015

THE SECULAR MONASTERY

SITE ANALYSIS AND DESIGN

INSTRUCTOR EDWARD OGOSTA STUDENT SATEN MKRTCHIAN

A1.1

PARAPET FLASHING FULLY-ADHERED WATER CONTROL MEMBRANE BACKER ROD EXTERIOR ROOF MEMBRANE DRAINAGE LAYER WATERPROOFING LAYER EXTERIOR CLADDING EXTERIOR INSULATION AIR AND WATER BARRIER EXTERIOR SHEATHING

THERMAL INSULATION VAPOR RETARDER CONCRETE

METAL DECK

OPEN WEB STEEL JOIST

SECTION 033100 CONCRETE USE 4,000 psi CONCRETE WITH A MXIMUM SLUMP OF 4”. CONTRATOR IS RESPONSIBLE FOR PROVIDING THE MIX DESIGN. USE GRADE 60 REINFORCING STEEL. ACTUAL TYPE AND SIZE OF FOOTING AND FOUNDATION SYSTEM USED WILL BE BASED ON SOIL BORINGS. SLAB ON GRADE FLOORS.

FLAT GLAZING ELEMENT SAFETY GLASS WITH UV/FILTER FILMBETWEEN LAMINATION

ROOF GUTTER

STAINLESS STEEL SLIDING TRACK

SECTION 051200 STRUCTURAL STEEL - GENERAL STRUCTURAL STEEL FRAME(BEAMS AND COLUMNS) AND MISCELLANEOUS MEMBERS TO CONFORM TO ASTM A992, 50KSI. BOLTS TO CONFORM TO EITHER ASTM A307 OR A325.

SECTION 072100 BUILDING INSULATION 2-1/2 INCH THICK EXTRUDED INSULATION. SILICONE COMPRESSION STRIP

SECTION 072600 4 MIL THICK POLYETHYLENE UNDER SLAB ON GRADE ON WALLS WHERE INDICATED.

SECTION 074100 METAL ROOFING 2-INCH HIGH STANDING SEAM

SECTION 088000 GLAZING PROVIDE 1-INCH SEALED INSULATED GLASS, MADE UP OF 1/4-INCH THICK CLEAR FLOAT GLASS WEITH E2 COATING ON INTERIOR PANES OF SOUTH AND EAST WALLS STEEL I-SECTION STRUCTURAL FACADE MEMBER FIRE RESISTING CLADDING

SECTION 092216 NON-STRUCTURAL METAL FRAMING METAL STUD WALL AND CEILING FRAMING.

SECTION 092900 GYPSUM BOARD USE 5/8” REGULAR GYPSUM BOARD ON DESIGNATED INERIOR WALLS OAND ON ALL CEILINGS OTHER THAN DIAGRID WALL ROOF GLASS SYSTEMS. 5/8” WATER RESISTANT GYPSUM BOARD IN WET AREAS. SPRINKLER PIPE

SECTION 211300 FIRE SUPPRESSION SPRINKLER SYSTEMS DESIGN, FURNIS, INSTALL AND TEST AUTOMATIC WET/DRY PIPE FIRE SPRINKLER AND STANDPIPE SYSTEMS FOR THE ENTIRE BUILDING, INCLUDING ATTICS, CRAWL SPACES, AND CONCEALED SPACES IN ACCORDANCE WITH NFPA 13.

SECTION 092216 NON-STRUCTURAL METAL FRAMING DUCTWORK AND APPURTENANCES IN CONNECTION WITH HVAC. SPIRAL WOUND ROUND DUCTWORK IN EXPOSED CEILING AREAS; RECTANGULAR DUCTWORK IN CONCEALED LOCATIONS SUCH AS THE MECHANICAL EQUIPMENT ROOM, CHSES, OR ABOVE FINISHED CEILINGS

INSULATION GRAVEL

EARTH