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