Hammer+Hinkley : 2016 Comprehensive Studio Project by Will Hinkley

SOUTH CAROLINA STATE UNIVERSITY

In conjuction with:

JEFFREY L. HAMMER + WILL S. HINKLEY May 2, 2016

Presents a proposal for the new:

SOUTH CAROLINA STATE UNIVERSITY

Founded in 1896 as the stateâ&#x20AC;&#x2122;s sole public college for black youth, South Carolina State University (SCSU) has played a key role in the education of African-Americans in the state and nation. Building on its solid foundation, SCSU is committed to upholding its mission statement and furthering its educational impact in the years ahead. As a result, the SCSU board of trustees has introduced initiatives focused on investing in the facilities and infrastructure of the campus. A new master plan, proposed by a team of landscape architecture students from Clemson University, has been the foundation of these initiatives. As a continuation of these ideas, graduate architecture students in the ARCH 8920 Comprehensive Studio at Clemson University have been given the opportunity to design a proposal for a new student center located in the heart of the SCSU Campus. The current student center at SCSU is housed inside a one-story 33,000 square foot facility. Key spaces within the building include a six-lane bowling alley, game room, media room, food court and large event space. These elements, along with many additional suggestions from the students and faculty at SCSU, have been requested to be accommodated in the new center. While the exact scope and budget of the center is unknown, the students at Clemson University have been asked to aim for a 45,000 square foot design on a budget of 16 million dollars.

PROJECT STATEMENT

After meeting with a group of SCSU student leaders and faculty on the campus of SCSU, it became clear that expectations for the new student center are very high. Amid an ocean of ideas put forth during the meeting, two primary desires surfaced: (1) students at SCSU want an all-inone facility for social interaction, recreation and study capable of accommodating the daily schedules of the 3,000 person student body; (2) the fragmented campus at SCSU needs a connection point of common ground that will also enhance both vehicular and pedestrian movement across campus. The following proposal was designed to address these primary issues with a premise based on FLOW. The current SCSU campus lacks primary arteries for vehicular and pedestrian traffic. By reshaping the west entrance, incorporating the new south entrance to campus proposed in the new master plan, introducing a pedestrian core that stretches across the east/west axes of campus and proposing a building that blurs the boundaries of interior and exterior space, the SCSU campus will become more efficient, pedestrian friendly and ready to serve the future SCSU family.

EXISTING CONDITIONS

Project North

True North

PROJECT PREMISE

FLOW

PROJECT MASTER PLAN

Project North

True North

PROJECT SITE PLAN

HODGE HALL DAVIS HALL ALK AZA SW R PL OS CR PAVE ISED TE RA NCRE CO

PROPOSED LOCATION FOR FUTURE EXPANSION OF DUKE’S GYM.

UNIVERSITY LAWN

PERMEABLE CONCRETE DRIVE FOR TRASH TRUCK ACCESS

STEEL GRATE OVER AIR INTAKE WELL

CONCRETE SIDEWALK

GRAVEL

54' - 3"

6" CONCRETE CURB

- 0" 12'

GRAVEL

7' - 4"

6' - 0"

GRAVEL

7' - 0"

SAWGRASS

16' - 0"

VISITOR PARKING

SAWGRASS

UP OPEN TO BELOW

ILLUMINATED CONCRETE BOLLARD

CONCRETE PAVERS

DUKE’S GYM

CONCRETE PAVER PLAZA UP

9' - 0"

6' - 0"

5' - 0"

4' - 0"

5' - 0"

24' - 2"

14' - 10"

3' - 0"

SAWGRASS

CONCRETE SIDEWALK

GATHERING LAWN

SAWGRASS

STEEL GRATE OVER AIR INTAKE WELL

FORMAL LAWN

Project North

True North

CRAWFORD ENGINEERING

SOUTHEAST PERSPECTIVE

Staf f Of f ices

Student Services

Staf f Of f ices

Social Lounge

ACADEMIC Event Space

Student Services StafStudent f Services Of f ices

Mark’t

ATRIUM FOOD ATRIUM

SOCIAL

Mark’t

The PITT Mark’t

FOOD

The PITT

FOOD

Bowling Alley Game Room Social Bowling Alley Game Room Lounge

Social The PITT LoungeThe PITT

0 1: S P A CE Social Lounge

Bowling Alley

Game Room

Social Lounge

Bowling Alley

Mark’t

The PITT

+ ACADEMIC + SOCIAL FOOD Bowling +Academic + Alley SOCIAL ACADEMIC Lounge

Mark’t The PITT

Mark’t

Staf f Of f ices

Meeting / Conference

Social Lounge

Student Services

Mark’t

Mark’t The PITT Social Lounge

The PITT Social Game / Mark’tAlley Bowling Lounge Game / Media Bowling Alley Media Mark’t

ACAD.

FOOD

FOOD SOCIAL SOCIAL

FOOD

Bowling Alley Bowling Alley

Game / Media Game / Media

0 4 : S TA CK

SOCIAL SOCIAL

0 5 : AT R IUM

The PITT

Academic Lounge

Student Services

Event Space

Meeting / Conference

ATRIUM ATRIUM ATRIUM ATRIUM

Staf f Of f ices Academic Lounge The PITT Social The PITT Academic Social Lounge Lounge Lounge

Meeting / Conference

SOCIAL

03: L I NE AR ORGANI ZATION

PROJECT PREMISE Staf f Of f ices

Student Staf f Staf f Services Of f ices Of f ices Meeting / Student Conference Services Academic Academic Lounge Meeting / Lounge Conference Staf f Of f ices

Staf f Of f ices

Event Space

Student Student Services Services Event Meeting / Space Meeting Conference / Conference Event Space

+ ACADEMIC

Event Space

Student Services

Event Space

FOOD

Bowling Alley

SOCIAL

0 2 : ID E N TI F Y

Academic Lounge

SOCIAL

Meeting / Student Staf f Event Meeting Conference / Student Services Of f ices Space Conference Services

Student Services

Bowling Alley

Mark’t

+ ACADEMIC

Meeting / Conference

Game Room

Bowling Alley

Academic Lounge

+ ACADEMIC

Academic Academic Lounge Staf f Lounge Mark’t Of f ices

Staf f Of f ices

The PITT

The PITT Bowling Alley Meeting / Academic Game Alley Room Bowling Academic Lounge Conference Lounge Meeting / Conference

FOOD

Academic Lounge

FOOD

Meeting / Event Meeting Conference / Space Conference Event Space Game Room

The PITT

FOOD

SOCIAL

Academic Lounge

The PITT

Social Lounge

Mark’t

Bowling Alley

Game / Media

ATRIUM

ATRIUM ACADEMIC ATRIUM SOCIAL FOOD SOCIAL FOOD

Game Room Meeting / Conference

Mark’t

ATRIUM

Student Event Services Event Space Social Space Lounge Student Services Social Game Room Game Room Lounge

ACADEMIC

SOCIAL

Social Lounge

Staf f Of f ices

ACADEMIC ACADEMIC

Social Lounge

ACAD.

FOOD

SOCIAL

06: FLOW

The main spaces within the building (social, food, academic) were carefully sized and designed according to occupancy load, operational schedule, and relationship to adjacent spaces. Spaces with the highest and most frequent traffic volumes are on the lower levels of the building leaving the upper levels for the quieter and less-frequented spaces.

LEVEL 4-N

6,276 SF.

VERTICAL

5,570 SF.

(12.5%)

3960 SF. (7.9%)

LEVEL 00 12,098 SF.

ACADEMIC

LEVEL 3-S

9,331 SF.

SOCIAL

CENTRAL ATRIUM 6426 SF.

LEVEL 3-N

17,843 SF.

SQUARE FOOTAGE BY LEVEL

5,805 SF.

MEP

HORIZONTAL

3960 SF. (13.9%)

3,032 SF.

CIRCULATION

LEVEL 2-S 3,797 SF.

LEVEL 01

FOOD

12,664 SF.

5,432 SF.

LEVEL 2N 6,565 SF.

1 5 2

6 7 10

9 12

13 14 15

SOC IAL LO U N G E 1 ” = 40’-0” 1 M EC H SOU TH 2 DATA 3 ELECTRI CAL

4 LO UNGE S E A TING 5 B ILLIAR D S 6 ME D IA LO UNGE

7 B O WLING 10 W O M E N 8 S TO R AGE 11 M E N 9 F IR E D E P T. 12 E L E CT R I CA L

13 M E CH N O R T H 14 A M PI T H E A T E R 15 A I R I N TA KE W E L L

9 1

6 4

13 14

GROUND LEVEL 1 ” = 40’-0” 1 KI TCHEN 2 C OLD STORAG E 3 DRY STORAG E

4 GR ILL 5 P IZZA 6 ME C HANIC AL

7 S A ND WIC H 8 COFFEE 9 MA R K E T

10 CA FE S E A T I N G 11 E L E CT R I CA L 12 M E N

13 W O M E N 14 M E CH A N I CA L

N 21

4 1

5 9

7 8

02-N

AC AD EMIC LO U NG E 1” = 40’-0” 1 VENDI NG 2 WOM EN

3 ME N 4 P R INTING

5 S TUDY A R E A 6 C O MP UTE R L A B

7 M E CH A N I CA L 8 S T U DY COV E

9 I N DI V I DU A L S T U DY

4 1

02-S

STAFF O FFICES 1” = 40’-0” 1 ELECTRI CAL 2 WOM EN

3 ME N 4 K ITC HE NE TTE

5 ME CH A N I CA L 6 ME ET I N G

7 B R E A KO U T 8 S TA FF O FFI CE

9 S TA FF B A L CO N Y

4 1

3 7 6

03-N

M E ET IN G + CO N FE R E N C E 1” = 40’-0” 1 VENDI NG 2 WOM EN

3 ME N 4 MULTI- P UR P O S E

5 LA R G E CO N FE R E N CE 6 ME CH A N I CA L

7 STORAGE 8 MEETING

4 1

03-S

7 8

STUD EN T S ERVICE S 1” = 40’-0” 1 ELECTRI CAL 2 WOM EN

3 ME N 4 K ITC HE NE TTE

6 S A L O N /B A R B E R 5 ME CH A N I CA L

7 S TA FF GA T H E R 8 S TA FF W O R K

9 DA TA /PR I N T

4 1

04-N

E VEN T S P A CE 1” = 40’-0” 1 VENDI NG 2 WOM EN

3 ME N 4 S TO R A GE

5 S O TR AGE 6 K ITC HE N

7 M E CH A N I CA L 8 E V E N T S PA CE

ROOF D R A IN A G E P L A N 1 ” = 40’-0”

ACADEMIC LOUNGE

STAFF OFFICES

N O R T H B U IL D IN G E L E V ATI ON 3/ 64” = 1 ’- 0”

S O U T H B U IL D IN G E L E V ATI ON 3/ 64” = 1 ’- 0”

Equally as important as the flow if the master plan and site plan is the flow of the building floorplans. In this proposal, flow is evident in e following three ways: Physical flow is achieved by the seamless transition of exterior to interior space as the exterior pavement extends directly into the large atrium and its adjoining

spaces. A strong axes in the direction of the atrium along with a north-to south-axes through the dining space and across to the exterior amphitheater steps promote physical flow horizontally across the first level. Vertically, clearly marked stair cores at each end of the atrium combined with a grand amphitheater staircase which descends to the sub-grade

gaming level make navigation through the building as seamless as the site itself. Visually, flow is achieved in multiple ways. The placement of the building on the site aligned with the west entrance creates a dynamic view upon immediate arrival on campus. From the south entrance, the atrium curtain wall

EAST BU IL D IN G E L E V ATI ON 3/ 64” = 1 ’- 0”

WES T B U IL D IN G E L E V ATI ON 3/ 64” = 1 ’- 0”

with the grand staircase directly behind it creates a strong visual connection in both directions. The atrium itself also creates optimum visual connection within the building between the north and south floors which separate student social spaces from the office and administration wings. The floorplates of the north and south levels are offset six feet in

order to further increase visual flow across the atrium. In the middle of the atrium, openings in the floor visually connect the sublevel gaming level with the rest of the building. Spatially, the building flows together into one volumetric space. Each of the main spaces within the building connects with

both the atrium and an exterior façade. This connection creates an open, welcoming environment that addresses the comments made by SCSU students and faculty who desired an all-in-one student center environment. In addition to atmospheric benefits, the spatial flow and openness of the design increases natural ventilation throughout the building.

A) WEST ENTRANCE B) NORTHEAST PERSPECTIVE

One-Stop-Shop Foster social interaction Strong community connection A destination on campus

AMPITHEATER

ATRIUM

SOCIAL LOUNGE

S DE

IAN TR

S CU FO

R G V

DUKE'S

G F

VEH ICUL AR FOC US

a PE

S DE

IAN TR

S CU FO

R G V

DUKE'S

G F

VEH ICUL AR FOC US

MEC H A N IC A L + PL UM BI NG SYSTEM S

PASSIVE

ELECTRICA L

STRUCTURE

W AYF IN D IN G

Exhaust fans + elevated, operable glazing panels exhaust smoke.

Fresh (supply) air brought in through low operable glazing panels to maintain postive pressure within building.

H E A LT H Y B LD G .

PASSI V E DE SI GN

SI TE DE V E L OPME NT a

41 b

Exhaust fans + elevated,

Fresh (supply) air brought in through low

NORTH / S O U T H B U ILD IN G S E C T IO N 3 / 6 4” = 1 ’ -0”

EAST / WE S T B U ILD IN G S E C T IO N 3 / 6 4” = 1 ’ -0”

S P A T IA L F LO W 3 / 6 4” = 1 ’ -0”

S P A T IA L Q U A LIT Y 3 / 6 4” = 1 ’ -0”

D O A S , G E OT H E R M A L, + RADIANT S YS TE M S

HVAC + STRUCTURE

The buildingâ&#x20AC;&#x2122;s mechanical system relies on a dedicated outdoor air system (DOAS) combined with a radiant slab heating and cooling system. The radiant system is supplemented with a vertical geothermal well system located in the lawns to the north and south of the building. The radiant system controls the indoor air temperature of the building allowing the DOAS system to supply fresh air and dehumidify the building. The DOAS system functions using an dessicant wheels for dehumidification and a total energy recovery wheel (TER) for added efficiency as it harnesses the energy from the exhaust air before it exits the building. The combination of the radiant system with the DOAS system allows the sizing of the DOAS system to be much smaller making it easier to route ductwork through the building. Due to the design of the atrium, a smoke exhaust system is required to meet fire safety code. Six smoke exhaust fans located at the top of the atrium in between the skylights ensure that smoke will be adequately exhausted in the event of a fire. A perforated drop-down soffit in the atrium covers the exhaust fans while still allowing air to pass through in the event that the fans are activated. The operable curtain wall windows at the top of the south atrium wall will also automatically close in the event of a fire to ensure that the natural ventilation does not compete with the exhaust system. Return Supply

S TE E L P O S T + B E A M The structure of the student center follows a typical steel construction system with hollow-core columns, w-flange sections, and composite concrete slabs. A poured in place foundation system combined with above-grade precast egress stair cores and shear walls create a simple cost effective structural system capable of meeting the common institutional lifespan goal of 75 â&#x20AC;&#x201C; 100 years. Type II-A construction was chosen in order to meet the proposed 4-story design as well for its fire safety rating. Most of the steel structure will be left exposed and treated with a spray-on fireproofing. 01- steel w-section beam system, 02- precast concrete shear walls, 03- HSS round columns, and 04- the pour-inplace concrete foundation walls.

HSS 18X0.500 COLUMN (TYP.) G

C O MMO N LOAD PATHS

01 FRAMI NG FINAL FRAMING PLAN 01 1 01

1/121/32" 8” == 1’1'-0"- 0 ”

(NOTE: DRAW I NG NOT T O S C A L E . )

09 A

B 01

W24X55

W30X99

D A

W24X55

W30X99

B EC

W30X99

W24X55 F

E UP HSS 18X0.500 COLUMN (TYP.) G

FINAL FRAMING PLAN 02 1/32" = 1'-0"

FINAL FRAMING PLAN 01 1/32" = 1'-0"

FINAL FRAMING 03N 04N PLAN FRAM ING 4 1/32" = 1'-0"

1/128” = 1 ’ - 0”

1/12 8” = 1’ - 0 ” 01

FI 1

0 3 -N F R AMING 01

02 02

03 03

B C

W30X99

W24X55

A B A

F F

F G

4 FINAL FRAMING PLAN 03S 3 1/32" = 1'-0"

FINAL FRAMING PLAN 03N FINAL FRAMING PLAN 04N Copy 1 7 1/32" = 1'-0" 1/32" = 1'-0"

01 01

09 A

FI F 6 1

HSS 18X0.500 COLUMN (TYP.)

(TYP.)

FINAL FRAMING PLAN 01 1 1/32" = 1'-0" UP

02 [N+ S] FRAMING FINAL FRAMING PLAN 02 2 1 / 1 1/32" 2 8” == 1'-0" 1 ’ - 0” 01

C 01

W24X55

W30X99

F UP

FINAL FRAMING PLAN 02 1/32" = 1'-0"

09 A B

W30X99

C AD

W24X55

C E D

E F

G F

SO U T H ROOF FRAM I NG 02

FINAL FRAMING PLAN 04N Copy 1 1/32" = 1'-0" 01

1 / 1 2 8” = 1 ’ - 0” 01

FINAL FRAMING PLAN 03N 1/32" = 1'-0"

NORTH R O O F F R A M I N G

FINAL FRAMING PLAN 03S 3 1/32" = 1'-0"

A B

FINAL FRAMING PLAN 03N 03 1/32" =011'-0" 02

E (TYP.)

03- S FR A M I N G 4

09 A

1/12 8” = 1’ - 0 ”

G E

1/12 8” = 1’ - 0 ”

A B C

B A

E C

E E

F F

W30X99

W24X55

G F H

G H

FINAL FRAMING PLAN 03S 3 FINAL FRAMING PLAN SOUTH ROOF 6 1/32" = 1'-0" 1/32" = 1'-0"

FINAL FRAMING PLAN 04N Copy 1 1/32" = 1'-0"

SMOKE EVACUATION EXHAUST FANS G

G H

FINAL FRAMING PLAN NORTH ROOF 1/32" = 1'-0" 01

09 A

A C

B D

W30X99

W24X55

47 D

0 1 S TR U C TURAL MODEL

02 STRUCTURA L M O D E L

0 3 S T R U C TURAL MODEL

04 CONTEX T M O D E L

2"X10" TREATED STUD BLOCKING

BLOCKING SHALL BE THE ONLY PERMITTED USE OF WOOD MATERIAL THROUGHOUT

THE PROJECT. ALL OTHER INSTANCES 2"X10" TREATED 2"X10" TREATED WOULD FAIL TO ABIDE BY TYPE II-A STUD BLOCKING CONSTRUCTION. STUD BLOCKING BLOCKING SHALL BE THE ONLY PERMITTED BLOCKING SHALL BE THE ONLY PERMITTED USE OF WOOD MATERIAL THROUGHOUT 2"X10" TREATED USE OF WOOD MATERIAL 6" THROUGHOUT LIGHT METAL STUD THE PROJECT. ALL OTHER INSTANCES THE PROJECT. ALL OTHER INSTANCES STUD LIGHT GUAGE STUD PARAPET WOULD FAILBLOCKING TO ABIDE BY TYPEWALLS II-A

CENTRIA PANEL CLIP CENTRIA INSULATED METAL CENTRIA CENTRIA PANEL CLIPPANEL CLIP PANEL 1/4" / 1'-0"

ROOFTOP - N 51' - 4"

1/4" / 1'-0"

+49' - 0" +49' - 0"

ROOFTOP - N 51' - 4"

1/4" / 1'-0"

+49' - 0"

CENTRIA PANEL CLIPMETAL INSULATED 5" CONCEALED CENTRIA INSULATED METALGUTTER PANEL PANEL CENTRIA INSULATED METAL 2"X4" BLOCKING 5" CONCEALED GUTTER PANEL 5" CONCEALED GUTTER

1/4" / 1'-0"

1"X4" BLOCKINGGUTTER 5" CONCEALED 2"X4" BLOCKING 2"X4" BLOCKING CENTRIA PANEL CLIP 5/8" ROOF SHEATHING 2"X4" BLOCKING BLOCKING 1"X4" 1"X4" BLOCKING CENTRIA INSULATED METAL ROOFING MEMBRANE PANEL 5/8" ROOF SHEATHING 1"X4" BLOCKING 5/8" ROOF SHEATHING

1/4" / 1'-0"

5/8" GYPSUM WALL BOARD 5" CONCEALED GUTTER 5/8" ROOFMEMBRANE SHEATHING ROOFING ROOFING MEMBRANE LED STRIP LIGHTING 2"X4" BLOCKING 5/8" GYPSUM WALL BOARD ROOFING MEMBRANE 5/8" GYPSUM WALL BOARD KAWNEER SPANDREL PANEL LED STRIP LIGHTING 1"X4" BLOCKING 5/8" GYPSUM WALL BOARD LED STRIP LIGHTING

+49' - 0" +49' - 0"

KAWNEER SPANDREL 5/8" ROOF KAWNEER SPANDREL PANEL LED STRIPSHEATHING LIGHTING PANEL KAWNEERMEMBRANE SPANDREL PANEL ROOFING 5/8" GYPSUM WALL BOARD LED STRIP LIGHTING KAWNEER SPANDREL PANEL

CA L L O U T 1- A 3/4” = 1’ - 0 ” +38' - 8"

04-N 38' - 6"

+38' - 8"

04-N 38' - 6"

+38' - 8" +38' - 8"

04-N 38' - 6"

+35' - 8" +38' - 8"

04-N 38' - 6"

+35' - 8"

+35' - 8" 6" GROWING MEDIUM

+35' - 8"

FILTER FABRIC GROWING 6" GROWING6" 2"MEDIUM DRAINAGEMEDIUM MAT

FILTER FABRIC FILTER FABRIC FITER FABRICMEDIUM 6" GROWING 2"MAT DRAINAGE MAT 2" DRAINAGE FILTER FABRIC ROOT BARRIER FITER FABRIC FITER FABRIC 2" DRAINAGE MAT WATERPROOF MEMBRANE ROOT ROOT BARRIER FITER BARRIER FABRIC TAPERED INSULATION WATERPROOF WATERPROOF 6" GROWING MEDIUM ROOT BARRIER MEMBRANE MEMBRANE2" RIGID INSULATION FILTER FABRIC WATERPROOF TAPERED INSULATION TAPERED INSULATION MEMBRANE 2" DRAINAGE MAT 2" RIGID INSULATION 2" RIGID INSULATION TAPERED INSULATION FITER FABRIC 2" RIGID INSULATION ROOT BARRIER STRAPPING CLIP WATERPROOF MEMBRANE STEEL PIPE STRAPPING CLIP STRAPPINGSTRAPPING CLIP TAPERED 12" DRAININSULATION PIPING PIPE STRAPPING 2" RIGID INSULATION STEEL PIPE STEEL STRAPPING STRAPPING CLIP

+35' - 8"

+25' - 10"

03-N 25' - 8"

+25' - 10"

03-N 25' - 8"

12" DRAIN PIPING 12" DRAIN PIPING STEEL PIPE STRAPPING

+25' - 10"

12" DRAIN PIPING

+25' - 10"

03-N 25' - 8"

STRAPPING CLIP STEEL PIPE STRAPPING 12" DRAIN PIPING

+22' - 10" +25' - 10"

03-N 25' - 8"

+22' - 10"

CA L L O U T 2 - B

+22' - 10"

3/4” = 1’ - 0 ”

3' - 0"

TYP.

TYP. TYP.

6" METAL STUD 6" METAL STUD METAL COPING CAP CENTRIA INSULATED METAL PANELWALL BOARD 5/8" GYPSUM 5/8" GYPSUM BOARD 6"WALL METAL STUD STEEL ANCHOR

1/4" / 1'-0"

+13' - 0"

STEEL ANCHOR 24X55 W FLANGE 6" METAL STUD 12X25 C-CHANNEL CONNECTION PLATE 12X25 C-CHANNEL

+13' - 0"

5/8" GYPSUM WALL BOARD DOUBLE ANGLE 12X25 C-CHANNEL 24X55 W FLANGE 24X55 W FLANGE CONNECTION PLATE CENTRIA INSULATED METAL DOUBLE ANGLE 24X55 WPANEL FLANGE STRAPPING CLIP DOUBLE ANGLE CONNECTION PLATE STEEL ANCHOR CONNECTION PLATE CONNECTION PLATE STEEL STRAPPING DOUBLE ANGLE STRAPPING CLIP SUPPORT PLATE STRAPPINGCONNECTION CLIP 12X25 C-CHANNEL 12" DRAIN PIPING STEEL STRAPPING STRAPPING CLIP STEEL STRAPPING SUPPORT SUPPORT 24X55 W FLANGE MOTORIZED FLEX STEEL STRAPPING SHADE 12" DRAIN PIPING 12" DRAIN PIPING SUPPORT DOUBLE ANGLE MOTORIZED FLEX PLATE 4" C-STUD SOFFIT MOTORIZEDCONNECTION FLEX 12" DRAIN PIPING SHADE FRAMING SHADE STRAPPING MOTORIZED CLIP FLEX JOINT SEALANT AND 4" C-STUD SOFFIT SHADE 4" C-STUD SOFFIT BACKER ROD FRAMING FRAMING STEEL STRAPPING

+13' - 0"

1/4" / 1'-0"

02-N 12' - 10"

CENTRIA INSULATED CENTRIA INSULATED CONNECTION PLATE 5/8" GYPSUM METAL PANELWALL BOARD METAL PANEL STEEL ANCHOR CENTRIA INSULATED STEEL ANCHOR 12X25 C-CHANNEL CONNECTION PLATE METAL PANEL CONNECTION PLATE METAL COPING CAP

+13' - 0"

1/4" / 1'-0"

02-N 12' - 10" 02-N 12' - 10"

METAL COPING CAP 6" METAL STUD METAL COPING CAP METAL COPING 5/8" CAP GYPSUM WALL BOARD

TYP.

3' - 0"

3' - 0" 3' - 0"

+22' - 10"

---

SHEATHING METAL SOFFIT PANEL

EXPANSION SEALANT TOP SHELF PANEL TO BE SLOPED VIA WOOD CONCEALED STRIP TOP SHELF PANEL TO1/2" BE SLOPED VIA WOODWRAPPING SILICON BASE OF CENTRIA INSULATED BLOCKING TOSEALANT ACHIEVE 1/4" / 1'-0" SLOPE FOR BLOCKING TO ACHIEVE 1/4" / 1'-0" SLOPE FOR COLUMN @AWAY FLOOR INTERSECTION TO LIGHTING DRAINAGE FROM CURTAIN WALL. METAL SOFFIT PANEL DRAINAGE AWAY FROM CURTAIN WALL. ALLOW FORINTO EXPANSION AND SKYRIBBON INTELLIHUE DIRECT DRAINAGE PREFABLINEAR ALUMINUM GUTTER. DRAINAGE INTO PREFAB ALUMINUM GUTTER. TOP SHELF PANEL TO BE SLOPED VIA WOOD CONTRACTION OF CONCRETE SLAB. POWERCORE RECESSED LINEAR LED BLOCKING 1/4" / 1'-0" SLOPE FOR FIXTURE TOTOBEACHIEVE INSTALLED CONCEALED STRIP CONCEALED STRIP DRAINAGE AWAYALONG FROM CURTAIN WALL. CONTINUOUSLY OUTER EDGE OF ALUMINUM GUTTER DRAINAGE INTO PREFAB ALUMINUM GUTTER. SOFFIT PROVIDING ILLUMINATION FOR LIGHTING LIGHTING SKYRIBBON INTELLIHUE LINEAR DIRECT SIDEWALK BELOW. 5/8" EXTERIOR SKYRIBBON INTELLIHUE LINEAR DIRECT POWERCORE RECESSEDSTRIP LINEAR LED CONCEALED POWERCORE RECESSED LINEAR LED FIXTURE TO BE INSTALLED SHEATHING FIXTURE TO BE INSTALLED LIGHTING CONTINUOUSLY ALONG OUTER EDGE OF KAWNEER CONTINUOUSLY ALONG OUTER EDGE OF SKYRIBBON INTELLIHUE LINEAR DIRECT SOFFIT PROVIDINGINSULATED ILLUMINATION FOR CENTRIA SOFFIT PROVIDING ILLUMINATION FOR STOREFRONT POWERCORE RECESSED LINEAR LED SIDEWALK BELOW. SIDEWALK BELOW. METAL SOFFIT FIXTURE TO BE INSTALLED PANEL SYSTEM CONTINUOUSLY ALONG EDGE TOP SHELF PANEL TO BEOUTER SLOPED VIA OF WOOD UNITISED (MODULAR) CURTAIN WALL SOFFIT PROVIDING ILLUMINATION FOR FOR KAWNEER BLOCKING TO ACHIEVE 1/4" / 1'-0" SLOPE KAWNEER DRAINAGE SYSTEM DESIGNED TO BE 100% WALL. SIDEWALK BELOW. AWAY FROM CURTAIN STOREFRONT IMPERVIOUS (FRONT SEALED). SPECED STOREFRONT DRAINAGE INTO PREFAB ALUMINUM GUTTER. FROM KAWNEER, THE TRIFAB SYSTEM SYSTEM VERSAGLAZE 45O STOREFRONT SYSTEM KAWNEER CONCEALED STRIP UNITISED (MODULAR) WALL OF TRIPLE CURTAIN PANE GLAZING UNITISED (MODULAR) CONSISTS CURTAIN WALL STOREFRONT SYSTEM DESIGNED TO BE 100% SEPARATED LIGHTING SYSTEM DESIGNED TO BE 100% BY 2" X 6" THERMALLY IMPERVIOUS (FRONTSPACED SEALED). SPECED BROKEN MULLIONS 12'-0" O.C. SKYRIBBON INTELLIHUE LINEAR DIRECT SYSTEM IMPERVIOUS (FRONT SEALED). SPECED FROM KAWNEER, THE TRIFAB VERTICALLY &RECESSED HORIZONTALLY ALONG POWERCORE LINEAR LED FROM KAWNEER, THEUNITISED TRIFAB (MODULAR) CURTAIN WALL VERSAGLAZE 45O STOREFRONT SYSTEM THE BORDER MULLION SPACING FIXTURE TOSYSTEM BE INSTALLED VERSAGLAZE 45O STOREFRONT SYSTEM DESIGNED TOPANE BE 100% CONSISTS OF TRIPLE GLAZING DESIGNED TO(FRONT ALIGN WITH CURTAIN CONTINUOUSLY ALONG OUTER EDGEWALL OF CONSISTS OF TRIPLE IMPERVIOUS PANE GLAZING SEALED). SPECED SEPARATED BY 2" X 6" THERMALLY MULLION SPACING. PROVIDING ILLUMINATION SEPARATED BY 2" X 6"SOFFIT THERMALLY FROM KAWNEER, THE TRIFAB12'-0" FOR BROKEN MULLIONS SPACED O.C. SIDEWALK BELOW. BROKEN MULLIONS SPACED 12'-0" O.C. STOREFRONT SYSTEM VERSAGLAZE VERTICALLY &45O HORIZONTALLY ALONG VERTICALLY & HORIZONTALLY ALONG CONSISTS OF7'-0" TRIPLE STOREFRONT PANE GLAZING 6'-0" X THE BORDER MULLION SPACING THE BORDER MULLION SPACING BY 2" X 6" THERMALLY SEPARATED DESIGNED TO ALIGN WITH CURTAIN WALL KAWNEER ENTRANCE (KAWNEER) DESIGNED TO ALIGN WITH CURTAIN WALLSPACED BROKEN 12'-0" O.C. MULLION MULLIONS SPACING. MULLION SPACING. STOREFRONT VERTICALLY & HORIZONTALLY ALONG THE BORDER MULLION SPACING SYSTEM STEEL COLUMN 6'-0" XTO7'-0" STOREFRONT DESIGNED ALIGN WITH CURTAIN WALL 6'-0" X 7'-0" STOREFRONT UNITISED (MODULAR) CURTAIN WALL TERMINATION PLATE MULLION SPACING. ENTRANCE (KAWNEER) SYSTEM DESIGNED TO BE 100% ENTRANCE (KAWNEER) 1" STEEL PLATE ISNTALLED BETWEN IMPERVIOUS (FRONT SEALED). SPECED COLUMN X AND7'-0" STEEL BEAM (TYP. ALL 6'-0" STOREFRONT FROM KAWNEER, THE TRIFAB STEEL CONDITIONS).COLUMN PLATE TO BE WELDED TO STEEL COLUMN VERSAGLAZE 45O STOREFRONT SYSTEM ENTRANCE (KAWNEER) BEAM FLANGES VIA COLUMN & BOLTED TO TERMINATION CONSISTS OF TRIPLE PANEPLATE GLAZING TERMINATION PLATE (4) 1 1/8" A325 BOLTS (TYP). SEPARATED BY 2" X 6" THERMALLY 1" STEEL PLATE ISNTALLED BETWEN 1" STEEL PLATE ISNTALLED BETWEN BROKEN MULLIONS 12'-0"ALL O.C. STEEL COLUMN ANDCOLUMN STEELSPACED BEAM (TYP. COLUMN AND STEEL BEAM (TYP. ALL VERTICALLY & PLATE HORIZONTALLY ALONGTO CONDITIONS). TO BE WELDED TERMINATION PLATE CONDITIONS). PLATE TO BE WELDED TO THE BORDER MULLION SPACING TOSEALANT BEAM FLANGES VIA COLUMN & BOLTED EXPANSION COLUMN & BOLTED TO1" BEAM FLANGES VIAWITH STEEL PLATE ISNTALLED BETWENWALL DESIGNED TO BOLTS ALIGN (4) 1 1/8" A325 (TYP).CURTAIN (4) 1 1/8" A325 BOLTS (TYP). 3/4" SILICON SEALANT TO ALLOW FOR COLUMN AND STEEL BEAM (TYP. ALL MULLION SPACING. EXPANSION AND CONTRACTION OF TO CONDITIONS). PLATE TO BE WELDED INTERIOR&AND EXTERIOR CONCRETE BEAM FLANGES VIA COLUMN 6'-0" XBOLTED 7'-0"TOSTOREFRONT SLABS. (4) 1 1/8" A325 BOLTS (TYP). EXPANSION SEALANT

ROOFTOP - N 51' - 4" ROOFTOP - N -N 51' - 4"

3' - 0"

WOULD FAIL TO ABIDEBLOCKING BY TYPE II-A SHALL BEINSTANCES THE ONLY PERMITTED ARE TYPICAL IN ALL CONSTRUCTION. CONSTRUCTION. USE OF WOOD PROJECT MATERIAL. DEPENDING THROUGHOUT THROUGHOUT ON THE PROJECT. ALLWALL OTHER INSTANCES LOCATION, STUD SHALL BE FACED 6" LIGHT METAL STUD WOULD TO ABIDE BY TYPEPANEL II-A OR 6" LIGHT METAL STUD WITH 3" FAIL PRECAST CONCRETE LIGHT GUAGE STUD CONSTRUCTION. 2" INSULATED METALPARAPET PANEL. WALLS LIGHT GUAGE STUD PARAPET WALLS ARE TYPICAL IN ALL INSTANCES ARE TYPICAL IN ALL INSTANCES THROUGHOUT PROJECT . DEPENDING ON 6" LIGHT METAL STUD 5/8" EXTERIOR THROUGHOUT PROJECT . DEPENDING ON LOCATION, STUD WALL SHALL BE FACED LOCATION, STUD WALL SHALL BE FACED LIGHT STUD PARAPET PANEL WALLSOR SHEATHING WITH 3"GUAGE PRECAST CONCRETE 2"X10" TREATED WITH 3" PRECAST CONCRETE PANEL OR ARE TYPICAL IN ALL INSTANCES 2" INSULATED METAL PANEL. FACE OF SHEATING ON THE INTERIOR 2" INSULATED METAL STUD PANEL. BLOCKING THROUGHOUT PROJECT. DEPENDING ON THE PARAPET PROVIDES A BASE FOR LOCATION, STUD WALL SHALL FACED BLOCKING SHALL BE THE ONLYBE PERMITTED 5/8" EXTERIOR WHICH3"2" RIGID INSULATION, #90 MIL.PVC 5/8" EXTERIOR WITH PRECAST CONCRETE PANEL OR USE OF WOOD MATERIAL THROUGHOUT MEMBRANE, & CANT BLOCKING SHALL BE 2" INSULATED PANEL. THE PROJECT.METAL ALL OTHER INSTANCES SHEATHINGSHEATHING MECHANICALLY FASTENED. SHEATHING ROOFTOP WOULD FAIL ABIDE BY TYPE II-A OF FACE SHEATING ONTO THE INTERIOR ON THEFACE EXTERIOR SHEATING ON THE INTERIOR OF FACE PROVIDES A 51' - 4" CONSTRUCTION. 5/8" EXTERIOR THE PARAPET PROVIDES A BASE FOR BASE FOR WHICH THE PARAPET PROVIDES A BASE FOR METAL PANELS AND WHICH 2" RIGID INSULATION, #90 MIL.PVC PRECAST SHEATHING WHICH 2" RIGID INSULATION, #90CONCRETE MIL.PVC PANELS SHELL BE MEMBRANE, & CANT BLOCKINGSTUD SHALL BE 6" LIGHT METAL MECHANICALLY FASTENED. MEMBRANE, & CANT BLOCKING SHALL BEINTERIOR FACE OF SHEATING ON THE MECHANICALLY FASTENED. SHEATHING MECHANICALLY FASTENED. SHEATHING LIGHT GUAGE STUD PARAPET WALLS THE PARAPET PROVIDES A BASE FOR ON THE EXTERIOR FACE PROVIDES A ON THE EXTERIOR FACE PROVIDES ARE TYPICAL INA INSULATION, ALL INSTANCES WHICH 2" RIGID #90 MIL.PVC 12X25 C-CHANNEL BASE FOR WHICH METAL PANELS AND BASE FOR WHICH METAL PANELS AND THROUGHOUT PROJECT . DEPENDING ON MEMBRANE, &BEAMS CANT BLOCKING SHALL BE SECONDARY (W24 X 55) SHALL PRECAST CONCRETE PANELS SHELL BE PRECAST CONCRETE LOCATION, PANELS 4'-0" SHELL BE STUD WALLEXTERIOR SHALL BE FACE FACEDOF MECHANICALLY FASTENED. SHEATHING EXTEND BEYOND MECHANICALLY FASTENED. MECHANICALLY FASTENED. WITH 3" PRECAST ON THE EXTERIOR FACE PROVIDES AOR CURTAIN WALL @ CONCRETE LEVELS 02-NPANEL & ROOFTOP 2" METAL BASE FOR WHICH PANELS AND - N.INSULATED C-CHANNEL TOMETAL BEPANEL. COPED INTO & RAN 12X25 C-CHANNEL PRECAST CONCRETE PANELS SHELL BE ALONG EXTERIOR EDGE OF ALL 12X25 C-CHANNEL SECONDARY BEAMS (W24 55) SHALL OF 5/8" EXTERIOR MECHANICALLY FASTENED. SECONDARYS ALONG THE XPERIMETER SECONDARY BEAMS (W24 X 55) SHALL EXTEND 4'-0" BEYOND EXTERIOR FACE OF THE BUILDING. CONNECTION OF THESE EXTEND 4'-0" BEYONDSHEATHING EXTERIOR FACE OF CURTAIN WALL @ LEVELS 02-N & ROOFTOP TWO02-N MEMBERS SHALL BE ACHIEVED WITH CURTAIN WALL @ LEVELS & C-CHANNEL ROOFTOP 12X25 FACE SHEATING ON THE INTERIOR -DOUBLE N. C-CHANNEL TO BE COPEDPLATES INTOOF & RAN ANGLE CONNETION - N. C-CHANNEL TO BESECONDARY COPED INTO & RAN BEAMS (W24 55) SHALL THE PARAPET PROVIDES AXBASE FOR ALONG EXTERIOR EDGE OF ALL BOLTED W/ 3/4"-A307 BOLTS. ALONG EXTERIOR EDGE OF ALL EXTEND BEYOND EXTERIOR FACE OF WHICH 2"4'-0" RIGID INSULATION, #90 MIL.PVC SECONDARYS ALONG THE PERIMETER OF SECONDARYS ALONGCURTAIN THE PERIMETER WALL @ OF LEVELS 02-N ROOFTOP MEMBRANE, & CANT BLOCKING BE THE BUILDING. CONNECTION OF&SHALL THESE 24X55 W FLANGE THE BUILDING. CONNECTION OF THESE -MECHANICALLY N. C-CHANNEL TO BE COPED INTO &WITH RAN FASTENED. SHEATHING TWO MEMBERS SHALL BE ACHIEVED TWO MEMBERS SHALLALONG BE ACHIEVED WITH EDGE ALL ON THEEXTERIOR EXTERIOR FACE OF PROVIDES DOUBLE ANGLE CONNETION PLATESA DOUBLE ANGLE CONNETION PLATESALONG #90FOR MIL. TPO SECONDARYS THEPANELS PERIMETER BASE METAL AND OF BOLTED W/WHICH 3/4"-A307 BOLTS. BOLTED W/ 3/4"-A307 BOLTS. THE BUILDING. CONNECTION OF THESE PRECAST CONCRETE PANELS SHELL BE MEMBRANE TWO MEMBERS BE ACHIEVED WITH MECHANICALLY FASTENED. 24X55 W SHALL FLANGE WHITE IN COLOR, THE THERMOPLASTIC 24X55 W FLANGE DOUBLE ANGLE CONNETION PLATES OLEFIN (TPO) MEMBRANE WILL REFLECT BOLTED W/ 3/4"-A307 BOLTS. 75% OFMIL. SUNLIGHT, REDUCE SURFACE TPO 12X25 C-CHANNEL #90 MIL. TPO#90 TEMPERATURES BY UP TO X100 SECONDARY BEAMS (W24 55)DEGREES SHALL MEMBRANE W FLANGE WHEN COMPARED TO OTHER COLORS, MEMBRANE24X55 EXTEND 4'-0" BEYOND EXTERIOR FACE OF WHITE IN COLOR, THE THERMOPLASTIC AND REDUCE PEAK COOLING BY WHITE IN COLOR, THECURTAIN THERMOPLASTIC WALLMEMBRANE @ LEVELS 02-NDEMAND & ROOFTOP OLEFIN (TPO) REFLECT #90 TPO TOMIL. 15%. SEAMS TOCOPED BEWILL SEALED BYRAN OLEFIN (TPO) MEMBRANE WILL REFLECT -10% N. C-CHANNEL TO REDUCE BE INTO & 75% SUNLIGHT, SURFACE HEATOF WELDED WITH HOTOF AIR. 75% OF SUNLIGHT, REDUCE SURFACE ALONG EXTERIOR EDGE ALLDEGREES MEMBRANE TEMPERATURES BY UP TO 100 TEMPERATURES BY UP TO 100 SECONDARYS ALONG THE PERIMETER WHITE IN DEGREES COLOR, THE THERMOPLASTIC WHEN COMPARED TO OTHER COLORS, OF WHEN COMPARED TOOLEFIN OTHER COLORS, THE BUILDING. CONNECTION OF THESEBY EXTRUDED (TPO) MEMBRANE WILL REFLECT AND REDUCE PEAK COOLING DEMAND AND REDUCE PEAK COOLING DEMANDSHALL BYREDUCE TWOOF MEMBERS WITH 75% SUNLIGHT, SURFACE 10% TO 15%. SEAMS TOBE BEACHIEVED SEALED BY POLYSTYRENE 10% TO 15%. SEAMS TO BE SEALED BYCONNETION DOUBLE ANGLE PLATES TEMPERATURES BY UP TOAIR. 100 DEGREES HEAT WELDED WITH HOT HEAT WELDED WITH HOT AIR. BOLTED W/TAPERED 3/4"-A307 (XPS) WHEN COMPARED TOBOLTS. OTHER COLORS, AND REDUCE PEAK COOLING DEMAND BY INSULATION EXTRUDED 24X55 FLANGE TO 15%.W SEAMS TO BE SEALED BY EXTRUDED 10% INSTALLED ABOVE THE WATERPROOFING HEAT WELDED WITH HOT AIR. POLYSTYRENE MEMBRANCE, EXTRUDED POLYSTYRENE POLYSTYRENE #90 MIL. TPO (XPS) TAPERED INSULATION PROVIDES (XPS) TAPERED (XPS) TAPERED EXTRUDED PERFORMANCE, VALUE, & DURABILITY. MEMBRANE INSULATION WITH AN R-VALUE OF 5 PER INSULATIONINSTALLED WHITE INACHIEVABLE COLOR, POLYSTYRENE ABOVETHE THETHERMOPLASTIC WATERPROOFING INCH & AN EXCELLENT RESISTANCE TO INSTALLED ABOVE THE WATERPROOFING OLEFIN (TPO) MEMBRANE WILL REFLECT MEMBRANCE, EXTRUDED POLYSTYRENE (XPS) TAPERED WATER ABSORBTION. INSULATION SHALL MEMBRANCE, EXTRUDED POLYSTYRENE 75% OF SUNLIGHT, REDUCE SURFACE (XPS) TAPERED INSULATION PROVIDES PROVIDE A CONTINUOUS 4"100 BASE & (XPS) TAPERED INSULATION PROVIDES TEMPERATURES BY UP TO DEGREES INSULATION PERFORMANCE, VALUE, & DURABILITY. INCREASE AT A SLOPE OF 1/4"COLORS, PER FOOT. PERFORMANCE, VALUE, & DURABILITY. WHEN COMPARED TO THEOTHER WATERPROOFING INSTALLED ABOVE WITH AN ACHIEVABLE R-VALUE OF 5 PER WITH AN ACHIEVABLEAND R-VALUE OF 5PEAK PER COOLING DEMAND MEMBRANCE, EXTRUDED POLYSTYRENE INCHREDUCE & AN EXCELLENT RESISTANCE TOBY INCH & AN EXCELLENT10% RESISTANCE TO TO 15%. SEAMS TO BE SEALED BY 5/8" EXTERIOR (XPS) TAPERED INSULATION PROVIDES WATER ABSORBTION. INSULATION SHALL WATER ABSORBTION.HEAT INSULATION SHALL WELDED WITH HOT&AIR. PERFORMANCE, VALUE, PROVIDE A CONTINUOUS 4"DURABILITY. BASE & SHEATHING PROVIDE A CONTINUOUS BASE & WITH4"AN ACHIEVABLE R-VALUE OF 5FOOT. PER INCREASE AT A SLOPE OF PER EXTERIOR SHEATHING TO 1/4" WRAP THETO INCREASE AT A SLOPEINCH OF 1/4" FOOT. RESISTANCE & ANPER EXCELLENT EXTRUDED EXTENSION OF THE SECONDARY WATER ABSORBTION. INSULATION SHALL STRUCTURAL MEMBERS AND PROVIDE A 5/8" EXTERIOR POLYSTYRENE PROVIDE A CONTINUOUS 4" BASE & 5/8" EXTERIOR BASE FOR WHICH THE OF INSULATED INCREASE AT A SLOPE 1/4" PER METAL FOOT. (XPS) TAPERED PANELS SHALL BE FASTENED. SHEATHINGSHEATHING EXTERIOR SHEATHING TO WRAP THE EXTERIOR SHEATHINGINSULATION TO WRAP THE EXTENSION OF THE SECONDARY 5/8" EXTERIOR EXTENSION OF THE SECONDARY THE WATERPROOFING INSTALLED ABOVEINSULATED CENTRIA STRUCTURAL MEMBERS AND PROVIDE A STRUCTURAL MEMBERS AND PROVIDE A MEMBRANCE, EXTRUDED POLYSTYRENE SHEATHING BASE FOR WHICH THE INSULATED METAL METAL SOFFIT PANEL BASE FOR WHICH THEEXTERIOR INSULATED METAL (XPS) TAPERED INSULATION PROVIDES SHEATHING TO WRAP THE PANELS SHALL FASTENED. 3'-0" X 6'-0" XOF 2" BE INSULATED METAL PANEL PANELS SHALL BE FASTENED. PERFORMANCE, VALUE, & DURABILITY. EXTENSION THE SECONDARY RAINSCREEN SYSTEM TOAND BE PAINTED WITH AN ACHIEVABLE R-VALUE OF 5 PER STRUCTURAL MEMBERS PROVIDE A CENTRIA INSULATED WHITE. SPECIFIED PANELS ARE COMPOSED INCH & AN EXCELLENT RESISTANCE TO BASE FOR WHICH THE INSULATED METAL CENTRIA INSULATED OF A 22 ABSORBTION. GUAGE G-90 GALVANIZED STEEL WATER INSULATION SHALL PANELS SHALLSOFFIT BE FASTENED. METAL PANEL FACE &PANEL LINED W/ EXTRUDED POLYSTYRENE METAL SOFFIT PROVIDE A CONTINUOUS 4" BASE & 3'-0" X 6'-0" X 2" INSULATED METAL PANEL 04-N FOAM-INSULATED CORE. INCREASE ATPANEL A SLOPE OFPANELS 1/4" PERARE FOOT. 3'-0" X 6'-0" X 2" INSULATED METAL RAINSCREEN SYSTEM TO BE PAINTED INTERLOCKING SEAMS AND SHALL BE 38' - 6" RAINSCREEN SYSTEMCENTRIA TO BE PAINTEDATINSULATED WHITE. SPECIFIED PANELS ARE COMPOSED USING FASTENED ATSOFFIT CORNERS WHITE. SPECIFIED PANELS ARE COMPOSED METAL PANEL 5/8" OF A 22 EXTERIOR GUAGE G-90 GALVANIZED PREFABRICATED ALUMINUM CLIPSSTEEL & OF A 22 GUAGE G-90 GALVANIZED 3'-0" X&6'-0" X STEEL 2"W/ INSULATED METAL PANEL FACE LINED EXTRUDED POLYSTYRENE SHEATHING SCREWS (SPEC FROM MANUFACTURER). FACE & LINED W/ EXTRUDED POLYSTYRENE RAINSCREEN SYSTEM TO BE PAINTED FOAM-INSULATED CORE. PANELS ARE PANEL R-VALUE TOTAL PANEL WEIGHT = EXTERIOR SHEATHING TO WRAP THE FOAM-INSULATED CORE. PANELS ARE= 14. WHITE. SPECIFIED PANELS ARE COMPOSED INTERLOCKING AT SEAMS AND SHALL BE 3.00ALBS. LIGHTWEIGHT & DURABLE, EXTENSION OF THE INTERLOCKING AT SEAMS AND SHALL BE SECONDARY OF 22 GUAGE G-90 GALVANIZED STEEL USING FASTENED AT CORNERS INSTALLATION OFEXTRUDED THESEAND PANELS IS A STRUCTURAL PROVIDE FASTENED AT CORNERS USING FACE & LINED MEMBERS W/ POLYSTYRENE PREFABRICATED ALUMINUM CLIPS & STRAIGHT FORWARD AND HAVE AARE BASE FOR WHICH INSULATED METAL PREFABRICATED ALUMINUM CLIPS & THE FOAM-INSULATED CORE. PANELS SCREWS (SPEC FROM MANUFACTURER). MANUFACTURER OFSHALL 20+ YEARS. SHALL BEWARRARY FASTENED. SCREWS (SPEC FROMPANELS MANUFACTURER). INTERLOCKING SEAMS AND BE = PANEL R-VALUEAT = 14. TOTAL PANEL WEIGHT PANEL R-VALUE = 14. FASTENED TOTAL PANEL = USING AT WEIGHT CORNERS 3.00 LBS. LIGHTWEIGHT &WALL DURABLE, 2"& DURABLE, X 6" STUD 3.00 LBS. LIGHTWEIGHT PREFABRICATED CLIPSIS& CENTRIA INSULATED INSTALLATION OFALUMINUM THESE PANELS INSTALLATION OF THESE PANELS IS FROM MANUFACTURER). STUD WALL CONDITION SHOWN IS SCREWS (SPEC STRAIGHT FORWARD AND HAVE A TO PANEL STRAIGHT FORWARD METAL AND HAVE A SOFFIT EXIST BETWEEN HORIZONTAL PANEL R-VALUE =PRIMARY 14. TOTAL PANEL WEIGHT = MANUFACTURER WARRARY OF 20+ YEARS. 3'-0" X 6'-0" X 2"YEARS. INSULATED METAL PANEL MANUFACTURER WARRARY OFLIGHTWEIGHT 20+ FRAMING, FILLING THE SPACE BETWEEN 3.00 LBS. & DURABLE, RAINSCREEN SYSTEM TO BE PAINTED TOP OF CURTAIN & PANELS BOTTOM INSTALLATION OFWALL THESE ISOF 2" X SPECIFIED 6" STUD WALL WHITE. PANELS ARE COMPOSED 2" X 6" STUDSTRAIGHT WALL DECKING OF FLOOR SLAB FORWARD AND ABOVE. HAVE A STUD STUD WALL CONDITION SHOWN IS TO OF A 22 GALVANIZED WALL TOGUAGE BE WITH BATT MANUFACTURER WARRARY OF 20+STEEL YEARS. STUD WALL CONDITION SHOWN IS FILLED TOG-90 EXIST HORIZONTAL FACE &BETWEEN LINEDAND W/PRIMARY EXTRUDED POLYSTYRENE INSULATION SHEATHED WITH ONE EXIST BETWEEN PRIMARY HORIZONTAL FRAMING, FILLING THE SPACE BETWEEN FOAM-INSULATED CORE. PANELS GYBSUM BOARD ONARE THE LAYER 5/8"STUD FRAMING, FILLING THE2" SPACE BETWEEN XOF6" WALL TOP OF CURTAIN & BOTTOM OF BE INTERLOCKING ATWALL SEAMS AND SHALL INTERIOR. TOP OF CURTAIN WALL & BOTTOM OF STUD WALL CONDITION SHOWN IS TO DECKING OFAT FLOOR SLAB ABOVE. STUD FASTENED CORNERS USING DECKING OF FLOOR SLAB ABOVE. STUD EXIST BETWEEN PRIMARY HORIZONTAL WALL TO BE FINISH FILLED WITH BATT PREFABRICATED ALUMINUM CLIPS & 1-1/2" WALL TO BE FILLED WITH BATT FILLING FRAMING, THE SPACEWITH BETWEEN INSULATION ANDFROM SHEATHED ONE SCREWS (SPEC MANUFACTURER). INSULATION AND SHEATHED WITH ONEWALL(SCREED) TOP OFOF CURTAIN &BOARD BOTTOM CONCRETE ONOF THE LAYER 5/8" GYBSUM PANEL R-VALUE = 14. TOTAL PANEL WEIGHT = LAYER OF 5/8" GYBSUM BOARD ONFLOOR THE DECKING OF SLAB ABOVE. STUD INTERIOR. 3.00 LBS. LIGHTWEIGHT & DURABLE, INTERIOR. WALL TO BE FILLED WITH BATT 4" CONCRETE SLAB INSTALLATION OF THESE PANELS IS INSULATION AND SHEATHED WITH ONE 1-1/2" FINISH TWO-POURFORWARD CONCRETE SYSTEM STRAIGHT AND HAVE PROVIDES A 1-1/2" FINISH LAYER OF 5/8" GYBSUM BOARD ON THE A 4" STRUCTURALWARRARY BASE (INCLUDING 2" MANUFACTURER OF 20+ YEARS. CONCRETE (SCREED) CONCRETE INTERIOR. (SCREED) METAL DECKING) WITH 1 1/2" OF POLISHED CONCRETE A FINISHING SURFACE. THIS 2" X 6"AS STUD WALL 4" CONCRETE SLAB 1-1/2" FINISH 4" CONCRETE SLAB SYSTEM ALLOWS FOR THE INSTALLATION STUD WALL CONDITION SHOWN IS TO TWO-POUR CONCRETE SYSTEM PROVIDES OFSYSTEM PEXBETWEEN TUBING WHICH SERVES AS THE CONCRETE (SCREED) TWO-POUR CONCRETE PROVIDES EXIST PRIMARY HORIZONTAL A 4" STRUCTURAL BASE (INCLUDING 2"SLAB THERMAL VESSEL FOR THE RADIANT A 4" STRUCTURAL BASE (INCLUDING 2" THE FRAMING, FILLING BETWEEN METAL DECKING) WITH SPACE 1 1/2" OF POLISHED SYSTEM. METAL DECKING) WITH 1 1/2" OF POLISHED 4" CONCRETE SLAB TOP OF CURTAIN WALL & BOTTOM OF THIS CONCRETE AS A FINISHING SURFACE. CONCRETE AS A FINISHING SURFACE. THISSLAB DECKING OFCONCRETE FLOOR ABOVE. STUD TWO-POUR SYSTEM PROVIDES SYSTEM ALLOWS FOR THE INSTALLATION 2" CORRUGATED SYSTEM ALLOWS FORA THESTRUCTURAL INSTALLATION WALL TOTUBING BE FILLED WITH BATT AS THE BASE (INCLUDING 2" OF4"PEX WHICH SERVES OF PEX TUBING WHICH SERVES ASAND THESHEATHED INSULATION WITH ONE METAL DECKING) WITH 1/2"RADIANT OF POLISHED STEEL DECKING THERMAL VESSEL FOR 1THE SLAB THERMAL VESSEL FOR THE RADIANT LAYER OF 5/8" GYBSUM BOARD ON THE CONCRETE ASSTEEL ASLAB FINISHING SURFACE. THIS GALVANIZED FLOOR DECKING ACTS SYSTEM. SYSTEM. INTERIOR. SYSTEM ALLOWS FOR THE INSTALLATION AS A WORKING PLATFORM, STABALIZES OF TUBING WHICH THE THEPEX FRAME, SERVES ASSERVES A FORMAS FOR THE 2" CORRUGATED 2" CORRUGATED 1-1/2" FINISH THERMAL THE RADIANT CONCRETEVESSEL SLAB, &FOR REINFORCES THESLAB STEEL DECKING SYSTEM. SLAB TO CARRY DESIGN LOADS. ASSURE STEEL DECKING CONCRETE (SCREED) GALVANIZED STEEL FLOOR DECKING ACTS ALIGNMENT OF FLUTES GALVANIZED STEEL FLOOR DECKING ACTS AND PREVENT AS WORKING PLATFORM, STABALIZES 2" CORRUGATED THEAOVERLAPPING SO AS TO AS A WORKING PLATFORM, STABALIZES OF SHEETS 4" CONCRETE THE SERVES AS A SLAB FORM FOR THE NOTAFRAME, PREVENT PROPER THE FRAME, SERVES STEEL AS FORM FOR THE FUSION WITH DECKING CONCRETE SLAB, & REINFORCES THE TWO-POUR CONCRETE SYSTEM PROVIDES STRUCTURAL STEELFLOOR BELOWDECKING WHEN ACTS CONCRETE SLAB, & REINFORCES THE GALVANIZED STEEL SLAB TO CARRY DESIGN LOADS. ASSURE A 4" STRUCTURAL BASE (INCLUDING 2" WELDED. SLAB TO CARRY DESIGN ASSURE AS ALOADS. WORKING ALIGNMENT OF PLATFORM, FLUTES PREVENT METAL DECKING) WITH 1AND 1/2"STABALIZES OF POLISHED ALIGNMENT OF FLUTES AND PREVENT THE FRAME, SERVES A FORM FOR THE OVERLAPPING OFAS SHEETS SO AS THE TO CONCRETE AS A FINISHING SURFACE. THIS PEX 1/2" THE OVERLAPPING OF SHEETS SOSLAB, ASTUBING TO CONCRETE & REINFORCES THE NOT PREVENT PROPER FUSION WITH SYSTEM ALLOWS FOR THE INSTALLATION NOT PREVENT PROPER FUSION WITH THROUGHOUT RADIANT SLABS THE SLAB TOTUBING CARRY DESIGN LOADS. ASSURE STRUCTURAL STEEL BELOW WHEN OF PEX WHICH SERVES AS THE STRUCTURAL STEEL BELOW WHEN BUILDING ARE AND COOLED VIA ALIGNMENT OFHEATED FLUTES ANDRADIANT PREVENTSLAB WELDED. THERMAL VESSEL FOR THE WELDED. 1/2" PEX TUBING, SPACED 12" O.C.. THETO THE OVERLAPPING OF SHEETS SO AS SYSTEM. HEATPREVENT SOURCE PROPER FOR THEFUSION BUILDING'S NOT WITH PEX TUBING 1/2" RADIANT SYSTEM IS ABELOW SERIES OF 1/2" PEX TUBING STRUCTURAL STEEL WHEN 2" CORRUGATED RADIANT SLABS THROUGHOUT THE GEOTHERMAL RADIANT SLABS THROUGHOUT THE HEAT PUMPS LOCATED IN WELDED. BUILDING ARE HEATEDMECHANICAL AND COOLED VIA STEEL THE NORTH &DECKING SOUTH BUILDING ARE HEATED AND COOLED VIA 1/2" PEXOF TUBING, SPACED 12" O.C.. THE GALVANIZED STEEL FLOOR DECKING ACTS ROOMS THE BUILDING. PEX TUBING 1/2" PEX TUBING, SPACED 12" O.C.. THE PEX TUBING 1/2" HEAT SOURCE FOR THE BUILDING'S AS A WORKING PLATFORM, STABALIZES SHALL BESLABS SECURED TO REBAR OF THE HEAT SOURCE FOR THE BUILDING'S RADIANT THROUGHOUT THE RADIANT SYSTEM IS POUR AAS SERIES OF THE FRAME, SERVES A FORM FOR THE SLAB PRIOR TO THE SPECIFED RADIANT SYSTEM IS ABUILDING SERIES OF ARE HEATED ANDVIA COOLED VIA GEOTHERMAL HEAT PUMPS LOCATED CONCRETE SLAB, & REINFORCES THE IN CLIPS OR TIES. MANIFOLDS GEOTHERMAL HEAT PUMPS LOCATED IN 1/2" PEX TUBING, SPACED 12"(USED O.C.. FOR THE THE NORTH & SOUTH MECHANICAL SLAB TO CARRY DESIGN LOADS. SHALL ASSURE MAINTENANCE OF THE BE THE NORTH & SOUTH HEAT MECHANICAL SOURCE FOR THESYSTEM) BUILDING'S ROOMS OFINTHE BUILDING. PEX TUBING ALIGNMENT OF FLUTES AND PREVENT LOCATED MECHANICAL CLOSETS @ ROOMS OF THE BUILDING. PEX SYSTEM TUBING RADIANT IS TO A SERIES SHALL BE SECURED REBAROF OF THE OVERLAPPING SHEETS SO THE AS PEX TO EACH LEVEL. UPON OF INSTALLATION OF SHALL BE SECURED TO REBAR OF THE GEOTHERMAL PUMPS LOCATED IN 03-N SLAB PRIOR TOHEAT THE4"POUR VIA SPECIFED NOT PREVENT PROPER FUSION WITH AND NORTH MANIFOLD(S), STRUCTURAL SLAB PRIOR TO THE POUR VIA SPECIFED THE & SOUTH MECHANICAL CLIPS OR TIES. MANIFOLDS (USED STRUCTURAL STEEL BELOW WHENFOR 25' - 8" CONCRETE SLAB SHALL BEPEX POURED, CLIPS OR TIES. MANIFOLDS (USED FOR ROOMS OF THE BUILDING. TUBING MAINTENANCE THE SYSTEM) SHALL BE WELDED. FOLLOWED BY 1OF1/2" FINISHED SLAB. MAINTENANCE OF THESHALL SYSTEM) SHALL BETO BE IN SECURED REBAR OF THE LOCATED MECHANICAL CLOSETS @ LOCATED IN MECHANICAL CLOSETS @THE POUR VIA SPECIFED SLAB PRIOR TO EACH LEVEL. UPON INSTALLATION OF PEX DOUBLE ANGLE PEX 1/2" EACH LEVEL. UPON INSTALLATION OFTUBING PEX CLIPS OR TIES. MANIFOLDS (USED FOR AND MANIFOLD(S), 4" STRUCTURAL RADIANT SLABSOF THROUGHOUT THE AND MANIFOLD(S), 4" STRUCTURAL MAINTENANCE THE SYSTEM) SHALL BE CONNECTION PLATE CONCRETE SLAB SHALL BE POURED, BUILDING ARE HEATED AND COOLED@VIA CONCRETE SLAB SHALL BE POURED, LOCATED MECHANICAL CLOSETS FOLLOWEDINBY 1 1/2" FINISHED SLAB. 1/2" PEX TUBING, SPACED 12" O.C.. THEPEX FOLLOWED BY 1 1/2" FINISHED SLAB. EACH LEVEL. UPON INSTALLATION OF 30X99 W FLANGE (TYP.) HEATMANIFOLD(S), SOURCE FOR4"THE BUILDING'S AND STRUCTURAL DOUBLE ANGLE RADIANT SYSTEM IS A SERIES OF DOUBLE ANGLE CONCRETE SLAB SHALL BE POURED, 1" STEEL STIFFENER GEOTHERMAL LOCATED CONNECTION PLATE FOLLOWED BY HEAT 1 1/2" PUMPS FINISHED SLAB. IN CONNECTION PLATE PLATE THE NORTH & SOUTH MECHANICAL ROOMS THE TUBING 30X99 W FLANGE (TYP.) WELDEDOF TO(TYP.) THEBUILDING. INTERIORPEX OF THE PRIMARY DOUBLE ANGLE 30X99 W FLANGE SHALL TO REBAR OF THE (W30 XBE 99)SECURED BEAMS, THE STIFFENER PLATES CONNECTION PLATE 1" STEEL STIFFENER SLAB PRIOR TOSTABILITY THE POURNEEDED VIA SPECIFED PROVIDE THE TO 1" STEEL STIFFENER CLIPS OR TIES. MANIFOLDS FOR PREVENT THE FLANGES OF(USED THE BEAM PLATE 30X99 WOFFLANGE (TYP.) PLATE MAINTENANCE THEDUE SYSTEM) SHALL BE FROM COMPRESSION TO THE WEIGHT WELDED TO THE INTERIORCLOSETS OF THE PRIMARY LOCATED IN MECHANICAL @ OF THE WELDED TO THE INTERIOR OFCOLUMNS. THE PRIMARY 1" STIFFENER (W30STEEL XLEVEL. 99) BEAMS, THE STIFFENEROF PLATES EACH UPON INSTALLATION PEX (W30 X 99) BEAMS, THE STIFFENER PLATES PROVIDE THE STABILITY NEEDED TO AND MANIFOLD(S), 4" STRUCTURAL HSS-ROUND HOLLOW PLATE PROVIDE THE STABILITY NEEDED TO PREVENT THE FLANGES OFPOURED, THE BEAM CONCRETE SLAB SHALL BE PREVENT THE FLANGES OF THE WELDED TO THE INTERIOR OF THE THE PRIMARY 12.50 XBEAM 0.50 COLUMN FROM COMPRESSION DUE TO BYWEIGHT 1 1/2" FINISHED SLAB.WEIGHT FROM COMPRESSIONFOLLOWED DUE XTO99) THE (W30 BEAMS, THE STIFFENER ROUND COLUMNS WERE SELECTEDPLATES OVER OF THE COLUMNS. OF THE COLUMNS. PROVIDE THE STABILITY NEEDED TO OTHER PROFILES BECAUSE OF THEIR DOUBLE ANGLE PREVENT THE FLANGESHOLLOW OF THE BEAM SMOOTH APPEARANCE, ULTIMATELY HSS-ROUND HSS-ROUNDCONNECTION HOLLOW FROM COMPRESSION TO THE WEIGHT PLATE PROVING A SEAMLESSDUE TRANSITION WITH X 0.50 COLUMN OF THE COLUMNS. SURROUNDING SPACES. 12.50 X 0.50 12.50 COLUMN ROUND COLUMNS WERE SELECTED OVER 30X99 WOVER FLANGE (TYP.) ROUND COLUMNS WERE SELECTED OTHER BECAUSE OF THEIR 18" OF XPROFILES 9" INSULATED HSS-ROUND HOLLOW OTHER PROFILES BECAUSE THEIR SMOOTH APPEARANCE, ULTIMATELY 1" STEEL STIFFENER SMOOTH APPEARANCE, ULTIMATELY METAL SUPPLY DUCT 12.50 0.50 COLUMN PROVING AXSEAMLESS TRANSITION WITH PROVING A SEAMLESSPLATE TRANSITION WITH ROUND COLUMNS WERE SELECTEDOFOVER LOCATED ALONG THE PERIMETER THE SURROUNDING SPACES. SURROUNDING SPACES. OTHER PROFILES BECAUSE OFTHE THEIR BUILDING, DUCTS ARE COMPOSED WELDED TOSUPPLY THE INTERIOR OF PRIMARY SMOOTH ULTIMATELY 18" X 9" INSULATED OF 1"XDUCTBOARD WRAPPED IN 20 GUAGE (W30 99)APPEARANCE, BEAMS, THE STIFFENER PLATES 18" X 9" INSULATED PROVING A SEAMLESS TRANSITION GALVANIZED STEEL. A VAPOR BARRIER PROVIDE THE STABILITY NEEDED TOWITHSHALL METAL SUPPLY DUCT SURROUNDING SPACES. BE INSTALLED (VIA METAL SUPPLY DUCT MANUFACTURER) PREVENT THE FLANGES OF THE BEAMTO THE LOCATED ALONG THE PERIMETER OF THE OUTSIDE OF THE INSULATION, FACING AWAY LOCATED ALONG THEFROM PERIMETER OF THE COMPRESSION DUE TO THE WEIGHT BUILDING, SUPPLY DUCTS ARESHALL COMPOSED 18" XCOLUMNS. 9" FROM THE DUCT.INSULATED INSULATION BUILDING, SUPPLY DUCTS ARE COMPOSED OF THE OF 1" DUCTBOARD WRAPPED IN 20 GUAGE ACHIEVE OF 1" DUCTBOARD WRAPPED INAN 20R-VALUE GUAGE OF 8. DUCT METAL SUPPLY GALVANIZED STEEL. A VAPOR BARRIER SHALL HOLLOW GALVANIZED STEEL. AHSS-ROUND VAPOR BARRIER SHALL LOCATED ALONG PERIMETER OFTO THE BE INSTALLED (VIATHE MANUFACTURER) THE ALUMINUM DUCT HANGER BE INSTALLED (VIA MANUFACTURER) TO THE BUILDING,OF SUPPLY DUCTS AREFACING COMPOSED 12.50 X 0.50 COLUMN OUTSIDE THE INSULATION, AWAY OUTSIDE OF THE INSULATION, FACING AWAY OF 1" DUCTBOARD WRAPPED IN 20 GUAGE ROUND COLUMNS WERE SELECTED OVER FROM THE DUCT. INSULATION SHALL KAWNEER CURTAIN FROM THE DUCT. INSULATION SHALL GALVANIZED STEEL. AOF VAPOR OTHER PROFILES BECAUSE THEIR SHALL ACHIEVE AN R-VALUE 8. OFBARRIER ACHIEVE AN R-VALUEBE OFINSTALLED 8. (VIA MANUFACTURER) WALL SYSTEM SMOOTH APPEARANCE, ULTIMATELY TO THE OUTSIDE THE INSULATION, FACING AWAY ALUMINUM DUCT HANGER PROVING A(MODULAR) SEAMLESS TRANSITION WITH UNITISEDOF CURTAIN WALL SYSTEM ALUMINUM DUCT FROM THE HANGER DUCT. INSULATION SHALL(FRONT SURROUNDING SPACES. DESIGNED TO BE 100% IMPERVIOUS ACHIEVE R-VALUE OF KAWNEER, 8. SEALED). AN SPECED FROM THE 7500 KAWNEER CURTAIN KAWNEER CURTAIN 18" X WALL 9" SYSTEM INSULATED CURTAIN CONSISTS OF TRIPLE WALL SYSTEM ALUMINUM DUCT PANE GLAZING SEPARATED BY 2"HANGER X 6" WALL SYSTEM METAL SUPPLY DUCT UNITISED (MODULAR) CURTAIN WALL SYSTEM THERMALLY BROKEN MULLIONS SPACED 3'-0" UNITISED (MODULAR) LOCATED CURTAIN WALL SYSTEM ALONG THE PERIMETER OF(FRONT THE DESIGNED TO BE 100% IMPERVIOUS KAWNEER CURTAIN O.C. HORIZONTALLY & 12'-0" O.C. VERTICALLY DESIGNED TO BE 100% IMPERVIOUS (FRONT BUILDING, SUPPLY DUCTSKAWNEER, ARE COMPOSED SEALED). SPECED FROM THE 7500 WHICH OFFER SLIM SIGHTLINES. MULLION SEALED). SPECED FROM KAWNEER, THE WRAPPED 7500 WALL SYSTEM OF 1" DUCTBOARD IN 20 GUAGE CURTAIN WALL SYSTEM CONSISTS OF TRIPLE SPACING DESIGNED TO ALIGN WITH SEAMS CURTAIN WALL SYSTEM CONSISTS OF TRIPLE UNITISED (MODULAR) WALL GALVANIZED STEEL. ACURTAIN VAPOR SHALL PANE GLAZING SEPARATED BYBARRIER 2" X 6"SYSTEM OF METAL SIDING. PANE GLAZING SEPARATED BY 2"PANEL X 6" DESIGNED TO BE IMPERVIOUS (FRONT BE INSTALLED (VIA100% MANUFACTURER) TO THE THERMALLY BROKEN MULLIONS SPACED 3'-0" THERMALLY BROKEN OUTSIDE MULLIONSOF SPACED 3'-0" KAWNEER, SEALED). SPECED FROM THE 7500 THE INSULATION, FACING AWAY O.C. HORIZONTALLY & 12'-0" O.C. VERTICALLY EXPANSION SEALANT O.C. HORIZONTALLY &FROM 12'-0" O.C. VERTICALLY CURTAIN WALL SYSTEM CONSISTS OF TRIPLE DUCT. INSULATION SHALL WHICHTHE OFFER SLIM SIGHTLINES. MULLION WHICH OFFER SLIM SIGHTLINES. MULLION 1/2" SILICON SEALANT WRAPPING OF PANE GLAZING SEPARATED 2" XBASE 6"SEAMS ACHIEVE AN R-VALUE OF 8. BYWITH SPACING DESIGNED TO ALIGN SPACING DESIGNED TO ALIGN WITH SEAMS COLUMN FLOOR INTERSECTION TO 3'-0" THERMALLY BROKEN MULLIONS SPACED OF METAL@PANEL SIDING. OF METAL PANEL SIDING. ALLOW FOR EXPANSION ANDO.C.HANGER ALUMINUM O.C. HORIZONTALLY &DUCT 12'-0" VERTICALLY CONTRACTION OF CONCRETE SLAB. WHICH OFFER SLIM SIGHTLINES. MULLION EXPANSION SEALANT EXPANSIONKAWNEER SEALANT SPACING DESIGNEDCURTAIN TO ALIGN WITH SEAMS 1/2" SILICON SEALANT WRAPPING BASE OF 1/2" SILICON SEALANTOF WRAPPING BASESIDING. OFGUTTER METAL PANEL ALUMINUM COLUMN @ SYSTEM FLOOR INTERSECTION TO WALL COLUMN @ FLOOR INTERSECTION TO ALLOW FOR EXPANSION AND WALL SYSTEM UNITISED (MODULAR) CURTAIN ALLOW FOR EXPANSION AND EXTERIOR EXPANSION SEALANT 5/8" CONTRACTION OF100% CONCRETE SLAB. (FRONT DESIGNED TO BE IMPERVIOUS CONTRACTION OF CONCRETE SLAB. 1/2" SILICON SEALANT WRAPPING BASE OF02-N SHEATHING SEALED). SPECED FROM KAWNEER, THE 7500 COLUMN @ FLOOR INTERSECTION TO 12' - 10" CURTAIN WALL SYSTEM CONSISTS OF TRIPLE ALUMINUM GUTTER ALLOW FOR EXPANSION AND ALUMINUM GUTTER CENTRIA INSULATED PANE GLAZING SEPARATED BY 2" X 6" CONTRACTION OF CONCRETE SLAB. THERMALLY BROKEN MULLIONS SPACED 3'-0" 5/8" EXTERIOR METAL SOFFIT PANEL 5/8" EXTERIOR O.C. HORIZONTALLY & 12'-0" O.C. VERTICALLY SHEATHING TOP SHELF PANEL BE SLOPEDMULLION VIA WOOD GUTTER WHICH OFFER SLIMTO SIGHTLINES. SHEATHINGALUMINUM BLOCKINGDESIGNED TO ACHIEVE / 1'-0" SLOPE FOR SPACING TO 1/4" ALIGN WITH SEAMS CENTRIA INSULATED DRAINAGE AWAY FROM CURTAIN WALL. 5/8" EXTERIOR OF METAL PANEL SIDING. CENTRIA INSULATED DRAINAGE INTO PREFAB ALUMINUM GUTTER. METAL SOFFIT PANEL

+10' - 0" +13' - 0"

1'-0" 1/4" 4' -/ 6"

02-N 12' - 10"

+10' - 0" 4' - 6"

4' - 6"

1 ----A

+10' - 0"

-----

+10' - 0"

4' - 6"

---

+10' - 0"

SUPPORT 4" C-STUD SOFFIT JOINT SEALANT AND JOINT SEALANT AND FRAMING BACKER 12" DRAINROD PIPING BACKER ROD JOINT SEALANT AND MOTORIZED BACKER RODFLEX SHADE

4' - 6"

4" C-STUD SOFFIT FRAMING JOINT SEALANT AND BACKER ROD

CA L L O U T 3 - B 3/4” = 1’ - 0 ”

EXPANSION SEALANT

ENTRANCE 3/4" SILICON SEALANT(KAWNEER) TO ALLOW FOR 3/4" SILICON SEALANT TO ALLOW FOR EXPANSION AND CONTRACTION OF EXPANSION AND CONTRACTION OF 4" CONCRETE SLAB INTERIOR AND EXTERIOR CONCRETE EXPANSION SEALANT STEEL INTERIOR AND EXTERIOR SLABCONCRETE SHOWNCOLUMN IN CONDITIONAL & EXISTS SLABS. SLABS. AS AN EXTENSION OF MAIN SIDEWALK 3/4" SILICON SEALANT TO ALLOW FOR TO TERMINATION PLATE STOREFRONT ENTRANCES. EXPANSION AND CONTRACTION OF 01 1" STEEL PLATE ISNTALLED BETWEN INTERIOR AND EXTERIOR CONCRETE 4" CONCRETE COLUMN AND STEEL BEAMSLAB (TYP. ALL 0' - 0" SLABS. 4" CONCRETE SLAB 6" DIAMETER CONDITIONS). PLATE TO BE WELDED TO SLAB SHOWN IN CONDITIONAL & EXISTS SLAB SHOWN IN CONDITIONAL & BOLTED EXISTS TO BEAM FLANGES VIA COLUMN & AS AN EXTENSION OF MAIN SIDEWALK TO PERFORATED AS AN EXTENSION OF(4) MAIN SIDEWALK TO (TYP).DRAIN PIPE 1 1/8" A325 BOLTS STOREFRONT ENTRANCES. STOREFRONT ENTRANCES. 4" CONCRETE SLAB SLAB SHOWN IN DRAINAGE CONDITIONAL & EXISTS GRAVEL 6" DIAMETER AS AN EXTENSION OF MAIN SIDEWALK TO 6" DIAMETER BACKFILL & SEALANT SUBSTRATE EXPANSION STOREFRONT ENTRANCES. PERFORATED DRAIN PIPE PERFORATED DRAIN PIPE 3/4" SILICON SEALANT TO ALLOW FOR 2" DIAMETER RIGID EXPANSION ANDINSULATION CONTRACTION OF 6" GRAVEL DRAINAGE INSULATION TOEXTERIOR BE INSTALLED AT SLAB GRAVEL DRAINAGE INTERIOR AND CONCRETE PERFORATED DRAIN EDGE TO CREATE THERMAL BREAK. PIPE BACKFILL & SUBSTRATE BACKFILL &SLABS. SUBSTRATE STEEL ANCHOR GRAVEL DRAINAGE 2" RIGID INSULATION 2" RIGID INSULATION 4" CONCRETE SLAB INSULATION TO BE INSTALLED AT SLAB HOOK BACKFILL INSULATION TO BE INSTALLED AT SLAB & SUBSTRATE

1/4" / 1'-0"

01 0' - 0" 01 0' - 0" 01 0' - 0"

01 0' - 0"

SLAB IN CONDITIONAL & EXISTS EDGESHOWN TO CREATE THERMAL BREAK. EDGE TO CREATE THERMAL BREAK. AS AN EXTENSION OF MAIN SIDEWALK TO

1/4" / 1'-0"

PRECAST PANEL CLIP

+0' - 2" +0' - 2"

PRECAST CONCRETE PANEL PRECAST PRECAST PANEL CLIPPANEL CLIP 5/8" GYPSUM WALL PRECAST CONCRETE PRECAST CONCRETE BOARD PANEL CLIP PRECAST PANEL PANEL

+0' - 2"

1/4" / 1'-0"

+0' - 2"

1/4" / 1'-0"

-2' - 10" +0' - 2"

ROOFTOP - N 51' - 4"

-2' - 10"

2" RIGID INSULATION STOREFRONT ENTRANCES. STEEL ANCHOR STEEL ANCHOR INSULATION TO BE INSTALLED AT SLAB HOOK EDGE TO CREATE THERMAL BREAK. HOOK 6" DIAMETER PERFORATED DRAIN PIPE STEEL ANCHOR HOOK GRAVEL DRAINAGE BACKFILL & SUBSTRATE

-2' - 10"

ROOFTOP - N ROOFTOP - N 51' - 4" 51' - 4" ROOFTOP - N 51' - 4"

-2' - 10" ROOFTOP - N 51' - 4"

2" RIGID INSULATION

-2' - 10"

INSULATION TO BE INSTALLED AT SLAB EDGE TO CREATE THERMAL BREAK.

STEEL ANCHOR HOOK ROOFTOP-S 44' - 11"

12" CAST IN PLACE CONCRETE FOUNDATION WALL

ROOFTOP-SROOFTOP-S 44' - 11" 44' - 11" ROOFTOP-S 44' - 11"

CAST IN PLACE 12" CAST IN12" PLACE 2" RIGED INSULATION FOUNDATION CONCRETE CONCRETE FOUNDATION WALL WALL 12" CAST IN PLACE DRAINAGE BOARD CONCRETE FOUNDATION W/ RIGED WATERPROOFING 2" INSULATION 2" RIGED INSULATION WALL

PRECAST CONCRETE 5/8" GYPSUM WALL 5/8" GYPSUM WALL PANEL BOARD BOARD 5/8" GYPSUM WALL WT 7X72.5 BOARD STRUCTURAL TEE

PRECAST PANEL CLIP 2"X4" WOOD 7X72.5 WT 7X72.5 WT BLOCKING STRUCTURAL TEE PRECAST CONCRETE STRUCTURAL TEE PANEL WT 7X72.5 JOINT SEALANT AND WOOD 2"X4" WOOD2"X4" STRUCTURAL TEE BACKER RODWALL BLOCKING GYPSUM BLOCKING 5/8" BOARD 2"X4" WOOD KAWNEER JOINT SEALANT AND JOINT SEALANT AND BLOCKING OPERABLE CURTAIN BACKER ROD BACKER ROD WALL SYSTEM JOINT SEALANT AND KAWNEER KAWNEER BACKER ROD OPERABLE SUSPENDED WT 7X72.5 CURTAIN OPERABLE CURTAIN WALL SYSTEM ACOUSTICAL CEILING STRUCTURAL TEE WALL SYSTEM KAWNEER PANEL OPERABLE 2"X4" WOODCURTAIN SUSPENDED WALL SYSTEM SUSPENDEDBLOCKING ACOUSTICAL CEILING ACOUSTICAL CEILING PANEL PANEL SUSPENDED JOINT SEALANT AND ACOUSTICAL BACKER RODCEILING PANEL KAWNEER OPERABLE CURTAIN WALL SYSTEM SUSPENDED ACOUSTICAL CEILING PANEL

DIMPLED PLASTIC SHEET DESIGNED TO KEEP WATER FROM PENETRATING TO THE

SURFACE OF THE WALL. ANY WATER THAT DRAINAGE BOARD DRAINAGE BOARD 2" INSULATION MAY RIGED GET TRHOUGH (CONDENSATION OR W/ WATERPROOFING LEAKAGE) IS ABLE TO TRICKLE DOWN TO W/ WATERPROOFING

DIMPLED PLASTIC SHEET DESIGNED TO THE DESIGNED FOUNDATION DIMPLED PLASTIC SHEET TO DRAINS THROUGH THE KEEP FROM THE PENETRATING THE DRAINAGE SPACEWATER FORMED DIMPLES INTO THE KEEP WATER FROM PENETRATING TO BY THEBOARD SURFACE OF THE WALL. ANY WATER THAT PLASTIC. SURFACE OF THE WALL. ANY WATER THAT W/ WATERPROOFING 12" CAST IN(CONDENSATION PLACE OR MAY GET TRHOUGH MAY GET TRHOUGH (CONDENSATION OR DIMPLED DESIGNED LEAKAGE)PLASTIC IS ABLE SHEET TO FOUNDATION TRICKLE DOWNTO TO LEAKAGE) IS ABLE TOCONCRETE TRICKLE DOWN TO PENETRATING KEEP WATER FROM TOTHE THE THE DRAINS THROUGH 6" FOUNDATION SLAB ON GRADE THE FOUNDATION DRAINS THROUGH THE SURFACE OF THE ANY WATER THAT WALL SPACE FORMED BYWALL. THE DIMPLES IN THE SPACE FORMED BY THE DIMPLES IN THE (CONDENSATION OR MAY GET TRHOUGH PLASTIC. PLASTIC. LEAKAGE) IS ABLE TO TRICKLE DOWN TO 00 2" FOUNDATION STEEL BEARING THE DRAINS THROUGHPLATE THE-12' 2" RIGED INSULATION PLATE ACTS AS ABY TERMINATION POINT SPACE FORMED THE DIMPLES IN THE SLAB ON GRADE FOR TOP & BOTTOM OF COLUMN (TYP.). 6" SLAB ON6" GRADE PLASTIC. PLATE IS WELDED TOBOARD THE COLUMN AND DRAINAGE BOLTED INTO CONNECTING STRUCTURAL 2" STEEL BEARING PLATE W/ WATERPROOFING MEMBERS AND/OR FOOTINGS. 2" STEEL BEARING PLATE 6" SLAB GRADE PLATE ACTS AS ON A TERMINATION POINT DIMPLED PLASTIC PLATE ACTS AS A TERMINATION POINT SHEET DESIGNED TO FOR TOP & BOTTOM OF COLUMN (TYP.). 2" RIGED INSULATION KEEP WATER FROM PENETRATING TO THE FOR TOP & BOTTOM OF COLUMN (TYP.). PLATE IS WELDED TO THE COLUMN AND SURFACE OF THE WALL. ANY WATERPLATE THAT PLATE IS WELDED TO2" THE STEEL COLUMN ANDBEARING BOLTED CONNECTING STRUCTURAL MAY TRHOUGH (CONDENSATION 36"GET XINTO 24" BOLTED INTO CONNECTING STRUCTURAL PLATE ACTS AS ACONCRETE TERMINATION POINTOR MEMBERS AND/OR FOOTINGS. LEAKAGE) ABLE TO DOWN TO MEMBERS AND/OR FOOTINGS. FOR TOP &ISBOTTOM OFTRICKLE COLUMN (TYP.). BEARING FOOTING THE FOUNDATION DRAINS THROUGHAND THE PLATE IS WELDEDINSULATION TO THE COLUMN 2" RIGED SPACE FORMED BY THE DIMPLES IN THE 2" RIGED INSULATION BOLTED INTO CONNECTING STRUCTURAL PLASTIC. AND/OR FOOTINGS. MEMBERS

36" X 24" CONCRETE 36" X 24" CONCRETE BEARING FOOTING 2" RIGEDON INSULATION BEARING FOOTING 6" SLAB GRADE 36" X 24" CONCRETE BEARING FOOTING PLATE 2" STEEL BEARING PLATE ACTS AS A TERMINATION POINT FOR TOP & BOTTOM OF COLUMN (TYP.). PLATE IS WELDED TO THE COLUMN AND BOLTED INTO CONNECTING STRUCTURAL MEMBERS AND/OR FOOTINGS.

2" RIGED INSULATION 36" X 24" CONCRETE BEARING FOOTING

-12' - 9"

00 -12' - 10"

10"

00 -12' - 10" 00 -12' - 10"

00 -12' - 10"

-12' - 9"

ROOFTOP-S 44' - 11"

-12' - 9" -12' - 9"

-12' - 9"

WALL SECTION 01 1/ 2” = 1’-0”

CA L L O U T 3 - A 3/4” = 1’ - 0 ”

FOLDED METAL FLASHING CAP 6X10.5 CHANNEL SECTION 2"X10" TREATED WOOD BLOCKING ROOFTOP - N 51' - 4" ROOFTOP - N 51' - 4"

3-A ---

PARAPET - S 46' - 11"

2 2"X4" BLOCKING 12" ROOF DRAIN ROOFTOP-S 44' - 11" 2-B ---

INTENSIVE GREEN ROOF SYSTEM ROOFTOP-S 44' - 11"

2" RIGID INSULATION INSULATED PRECAST CONCRETE WALL PANEL STRAPPING CLIP

3-B ---

STEEL PIPE STRAPPING 12" DRAIN PIPING

04-N 38' - 6"

03-S 32' - 1"

03-N 25' - 8"

ALUMINUM BALUSTER 1/2" ALUMINUM ROD WELDED ANGLE RAILING BASE PLATE 02-S 19' - 3"

02-S 19' - 3"

CENTRIA INSULATED SOFFIT PANEL 02-N 12' - 10"

CENTRIA CORNER SOFFIT CLIP

INTERIOR GLASS RAILING SYSTEM

WOOD BLOCKING

5/8" GYPSUM WALL BOARD ---

ALUMINUM FLAT SOFFIT

HVAC RETURN AIR DUCT

RECESSED CAN LIGHT

2' X 1' BEAM CASTELLATION

2" INSULATED METAL PANEL R-19 BATT INSULATION

RAISED PLANTER BED

ACOUSTICALDROP CEILING

1.5" RIGED INSUATION

5/8" GYPSUM SHEATHING CENTRIA COMPOSITE INSULATED METAL PANEL 6" KAWNEER CURTAIN WALL ASSEMBLY

2"X4" SKIP SHEATHING 2" WELDED GRATING STRUCTURAL T - HEADER

6" PERFORATED DRAINAGE PIPE

EXHAUST FAN GRAVEL DRAINAGE BED

AMPHITHEATER STEPS DOWN 01 0' - 0"

01 0' - 0"

AMPHITHEATER STEPS DOWN 1' - 2"

4" LINEAR FLOOR DRAIN

4" CONCRETE SIDEWALK

2" RIGED INSULATION EXPANSION JOINT 2" STEEL ANCHOR PLATE

00 -12' - 10"

WALL SECTION 02-A 1 / 2 ” = 1 ’ -0 ”

00 -12' - 10"

WALL SECTION 02-B 1/ 2” = 1’-0”

WALL SECTION 03-A 1/ 2” = 1’-0”

WALL SECTION 03-B 1/2” = 1’ - 0 ”

SOLAR STUDIES

By appropriately orienting the building in the east-west direction, programming large, open spaces on the south and southeast quadrant of the building, and utilizing a series of off-the-shelf airfoil louvers to shade any additional unwanted solar gain, the series of solar studies below proves to be successful.

S U MMER S O LST IC E

W IN TE R SOL STI C E

SPRI NG E QUI NOX

FALL EQUINOX

8:0 0 A .M.

8:00 A.M.

8 : 00 A. M.

8:00 A.M.

12 :0 0 P .M.

12:00 P.M.

12: 00 P. M.

1 2:00 P.M.

4 :0 0 P .M.

4:00 P.M.

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4:00 P.M.

EGRESS WINDOW