STRUCTURAL S1.1 GENERAL NOTES Logix Federal Credit Union Architecturals.pdf · logix federal credit...

SITE

PROJECT INFORMATION

OWNER:

USE GROUP CLASSIFICATION:

BUSINESS

CONSTRUCTION CLASSIFICATION;

TYPE 1B

2014 COUNTY OF LOS ANGELES BUILDING CODE (TITLE

26) (BASED ON 2013 CALIFORNIA BUILDING CODE)

2014 COUNTY OF LOS ANGELES ELECTRICAL CODE

(TITLE 27)

(BASED ON 2013 CALIFORNIA ELECTRICAL CODE)

2014 COUNTY OF LOS ANGELES MECHANICAL CODE

(TITLE 29)

(BASED ON 2013 CALIFORNIA MECHANICAL CODE)

2014 COUNTY OF LOS ANGELES PLUMBING CODE

(TITLE 28)

(BASED ON 2013 CALIFORNIA PLUMBING CODE)

GOVERNING CODES:

SPRINKLER:

FULLY SPRINKLERED

SEISMIC CATEGORY:

E

LOGIX FEDERAL CREDIT UNION

2340 HOLLYWOOD WAY

BURBANK, CA. 91505

SCOPE OF WORK:

NEW BUILDING

FIRE ALARM:

YES

2014 COUNTY OF LOS ANGELES GREEN BUILDING

STANDARDS CODE (TITLE 31)

(BASED ON 2013 CALIFORNIA GREEN BUILDING

STANDARDS CALGREEN CODE)

SHT # NAME REV REV DATESHT # NAME REV REV DATE

0.0 COVER SHEET

ARCHITECTURAL

A1.1 ARCHITECTURAL SITE PLAN

A3.0 LOWER LEVEL FLOOR PLAN

A3.1 COMPOSITE FIRST FLOOR PLAN

A3.2 COMPOSITE SECOND FLOOR PLAN

A3.3 COMPOSITE THIRD FLOOR PLAN

A4.1 ROOF PLAN

A5.1 EXTERIOR ELEVATIONS

A5.2 EXTERIOR ELEVATIONS

A6.1 BUILDING SECTIONS

A6.2 BUILDING SECTIONS

A7.1 WALL SECTIONS

A7.2 WALL SECTIONS

A7.3 WALL SECTIONS

A7.4 WALL SECTION

A7.5 WALL SECTION DETAILS




A9.1 STAIR PLANS, SECTIONS, AND DETAILS






A9.11 ELEVATOR PLANS, SECTIONS, AND DETAILS



STRUCTURAL

S1.1 GENERAL NOTES

S1.2 SPECIAL INSPECTIONS

S1.3 SPECIAL INSPECTIONS

S1.4 TYPICAL DETAILS




S2.1 LOWER LEVEL FOUNDATION PLAN

S2.2 OVERALL FOUNDATION PLAN

S2.2A PARTIAL FOUNDATION PLAN

S2.2B PARTIAL FOUNDATION PLAN

S2.2C PARTIAL FOUNDATION PLAN

S2.2D PARTIAL FOUNDATION PLAN

S2.3 OVERALL SECOND FLOOR FRAMING PLAN

S2.3A PARTIAL SECOND FLOOR FRAMING PLAN

S2.3B PARTIAL SECOND FLOOR FRAMING PLAN

S2.3C PARTIAL SECOND FLOOR FRAMING PLAN

S2.3D PARTIAL SECOND FLOOR FRAMING PLAN

S2.4 OVERALL THIRD FLOOR FRAMING PLAN

S2.4A PARTIAL THIRD FLOOR FRAMING PLAN

S2.4B PARTIAL THIRD FLOOR FRAMING PLAN

S2.4C PARTIAL THIRD FLOOR FRAMING PLAN

S2.4D PARTIAL THIRD FLOOR FRAMING PLAN

S2.5 OVERALL ROOF FRAMING PLAN

S2.5A PARTIAL ROOF FRAMING PLAN

S2.5B PARTIAL ROOF FRAMING PLAN

S2.5C PARTIAL ROOF FRAMING PLAN

S2.5D PARTIAL ROOF FRAMING PLAN

S2.6 CLERESTORY FRAMING PLAN

S2.7 ENLARGED STAIR FRAMING PLANS

S2.8 ENLARGED STAIR FRAMING PLANS

S3.1 FOUNDATION SECTIONS AND DETAILS



S3.4 FOUNDATION PLAN DETAILS

S4.1 FRAMING SECTIONS AND DETAILS






S5.1 COLUMN SCHEDULE

S5.2 BASE PLATE SCHEDULE AND DETAILS

S6.1 CONNECTION DETAILS

SP001 SIDEPLATE GENERAL NOTES 1 OF 4




SP101 SIDEPLATE A-TYPE COLUMN DETAILS

SP102 SIDEPLATE B-TYPE COLUMN DETAILS

SP103 SIDEPLATE MISC COLUMN DETAILS

SP104 SIDEPLATE MISC COLUMN DETAILS

SP105 SIDEPLATE BEAM DETAILS

SP106 SIDEPLATE BEAM DETAILS

SP107 SIDEPLATE ERECTION DETAILS

Issue Date:

Project Number:

Sheet No.

DO NOT REPRODUCE

This document contains confidentialinformation, and is an instrument of

service and property of the architect. Itshall not be used on other projects of for

extension of this project without theArchitect's written approval

Architect:

Checked By:

Drawn By:

Title:

Revisions:

VAT VISUAL AUTOMATIC TELLER

FLOORFLR.

WALL COVERING, WATER CLOSET

WATER HEATERWATER PROOF

WELDED WIRE FABRIC

INTERIORINT.

LOUVERLVR

INTERIOR WORK

JOISTJANITOR CLOSET

KNOCK OUTKITCHEN, KITCHENETTE

LINTEL

LAVATORYLAMINATE

KIT.

LAV.LAM.

LTL

KO.

JANJST

I.W.

HEATING VENTILATION & AIR

CONDITIONING

HOSE BIBBH.B.HOLLOW CORE

HEIGHTHARDWARE

HEATING

INSIDEINSULATION

INSIDE DIAMETER

HANDICAP

HVAC

ID

INS.INSUL

HDW.HT

HTG.

HDCP

H.C.

FOOTING

FUTURE

GALVANIZED

GRADE, GRANITE

GAUGE

GYPSUM

GLASS

GENERAL CONTRCTOR

FURRING, FURRED

GALV.

GRGYP.

G.C.

GL.

FUT

GA.

FTG.FURR

WD WOOD

WITHOUTW/OW.W.F.

WHW.P.

VESTIBULE

WITH

WESTW

WCW/

VEST

MISCELLANEOUS

MASONRY OPENING

NOT IN CONTRACT

NOT TO SCALE

OUTSIDE DIAMETER, OVERFLOW DRAIN

PLASTIC LAMINATEPLATE, PLASTIC LAMINATE

POLYVINYL CHLORIDEQUARRY TILE

ROOM, RESILIENT MATERIALROOF TOP UNIT

SOLID SURFACE, SERVICE SINK,

STAINLESS STEEL

TOP OF STEEL

MEMBER SERVIVE REPRESENTATIVE

MANUFACTURERREQ'D REQUIRED

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

EXTERIOR INSULATING FINISH SYSTEM

EWCEXISTING

EXTERIOR

FLOOR DRAINFIRE ALARM

FOUNDATION

EXHAUST

FIRE EXTINGUISHER

FINISH FLOORFINISH

F.D.

F.E.C.

F.F.FIN

FDN.F.E.

EXT.

F.A.

EX.

EXH.

DIMENSION(S)

DRAPERYDOWN SPOUTDRAWING

ELEVATION

ELEVATOR, ELEVATION

ELECTRICAL

EAST

DOWN

EL.ELEC.

ELEV.

E

E.I.F.S.

DR.DS.DWG.

DIM(S)DN.

STO. STORAGE

THR THRESHOLDTOILET

TRANSOMTYPICAL

TRTYP.

TLT

T.O.S.

STRUCTURALSYNTHETIC

SYSTEM

TELEPHONE

SYS

TEL

STRUCTSYN

SCHED SCHEDULESHEET

STAINSTEEL

STSTL

SS

SHT.

SOLID CORE

SOUTH

S.C.

S

RMRTU

DIRECT EXTERIOR FINISH SYSTEMDIAMETER

D.E.F.S.DIA., ~ PL

PTN. PARTITION

ROOF DRAINRETURN AIR

RDRA

PVCQT

PLASTICPLUMBING

PRIVATEPAINTPAINTED

PLBG.

PR.PTPTD.

PLAM

PLAST

OFFICEOPENINGOPG.

O.D.

OFF.

NORTH

NOMINAL

NO CHANGEN.I.C.NOM.

N.T.S.

N

N.C.

MISC

MOULDING

METAL

M.O.M.S.R.

MTL.

MLDG.MFR

MATERIAL

MAXIMUMMECHANICALMANHOLE

MARBLE

MAXMECHM.H.

MAT'LM

GYPSYM BOARDG.B.

ABBREVIATIONS

BLDG BUILDING

CONCRETE MASONRY UNIT

CLOSETCL

CEILING

CONDENSING UNITCARPET

CONCRETECOLUMNCLEAN OUT

C.U.CR

C.O.

CONC.COL

CLG.CMU

BLOCKING

BENCH MARK, BEAMBY OTHERS

CARPET CHANGE

CENTERLINECAST IRON

CATCH BASIN

BASEMENTBEARING

BULLET RESISTANT

BSMT.

C.C.

C.I.

CB.

B.O.

BRG.

B.R.

BLKG

BM.

ACOUSTICAL CEILING TILE

AUTOMATIC TELLER MACHINE

ACOUSTICAL

AREA DRAINABOVE FINISH FLOORAGGREGATE

ALUMINUMANODIZE

BOARD

BLINDS

AL.

BD.

BL

ANOD.ATM

A.D.A.F.F.AGG.

ACOUST.

ACT

ARCHITECT

Thomas D. Auer,AIA, NCARB15450 South Outer Forty Drive, Suite 300

Chesterfield, MO 63017636.898.8100

CONSULTANTS

NewGround International, Inc.15450 South Outer Forty Drive, Suite 300


Certificate No. -_2015000250 __

KPFF1630 Des Peres Road, Suite 100

St. Louis, MO 63131314.835.0524www.kpff.com

INDEX OF DRAWINGS

LOCATION MAP

NEWGROUND

PATCH EXISTING MATERIALS (SCHEDULED

TO REMAIN) THAT WERE DAMAGED DUE TO

NEW DEMOLITION OR CONSTRUCTION, AS

REQUIRED.

VERIFY ALL SECURITY EQUIPMENT DETAILS

& DIMENSIONS W/ MANUFACTURER'S

DRAWINGS.

FLOOR PLAN WALL DIMENSIONS ARE TO FACE OF

EXISTING WALL, FACE OF NEW CONCRETE, FACE

OF NEW MASONRY OR TO FACE OF NEW PARTITION

STUDS.

SEE CEILING PLANS FOR ALL CEILING

TYPES AND HEIGHTS

SEE FINISH PLANS FOR ALL OTHER

ROOM FINISHES

FIELD VERIFY ALL DRAWINGS & DIMENSIONS

WITH EXISTING CONDITIONS.

GENERAL NOTES

ROOM FINISHES

EXISTING PARTITION

NEW PARTITION

KEY NOTE (ONLY PERTAINS TO

ITEMS SHOWN ON PARTICULAR

SHEET WHERE KEY NOTES ARE

SHOWN)

WALL OR PARTITION WITH

PARTION TYPE NUMBER

DEMOLITION KEY NOTE (ONLY

PERTAINS TO ITEMS SHOWN ON

PARTICULAR SHEET WHERE KEY

NOTES ARE SHOWN)

EXISTING DOOR & FRAME TO REMAIN

EXISTING DOORS, FRAMES, PARTITIONS,

ETC. TO BE REMOVED, SEE DEMOLITION

PLAN

1

1

ROOM NUMBER

DOOR NUMBER

DETAIL NUMBER

SHEET NUMBER WHERE DETAIL IS SHOWN

SECTION OR DETAIL SYMBOL

101

101

LEGEND

1

XX

X

0.0

COVER SHEET

29284-0001

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CONCRETE &

STRUCTURAL

STEEL PACKAGE

D. WILCOXEN

M. Neff

VALENCIA, CALIFORNIA

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Logix Federal Credit Union

CONCRETE & STRUCTURAL STEEL PACKAGE

27918 FRANKLIN PARKWAY

2014 COUNTY OF LOS ANGELES ELEVATOR CODE

(BASED ON 2013 EDITION OF PART 7 OF TITLE 24 OF

THE CALIFORNIA CODE OF REGULATIONS)

PROJECT ADDRESS:

LOGIX FEDERAL CREDIT UNION

27918 FRANKLIN PARKWAY

VALENCIA, CA. 91355

STRUCTURAL ENGINEER:

KPFF

1630 DES PERES RD., SUITE 100

ST. LOUIS, MO. 63131

MEP ENGINEER:

SYSKA HENNESSY GROUP

425 CALIFORNIA ST., SUITE 700

SAN FRANCISCO, CA. 94104

NO

T F

OR

CO

NSTR

UC

TIO

N

FO

R R

EFER

ENC

E O

NLY

HEADQUARTERS BUILDING

THIS PROJECT IS DESIGNED TO COMPLY WITH THE 2016 CALIFORNIA BUILDING

STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS)

UPDN

CF

SP

BF

P

CW

GA

S

ST

OR

M D

RA

IN

SA

NIT

AR

YS

EW

ER

ELE

C

BF

P

SA

NIT

AR

YS

EW

ER

FRANKLIN PARKWAY

CO

MM

ER

CE

CE

NT

ER

DR

IVE

10

1213

16

N48°4

3'3

4"W

73

8.3

4'

S48°4

3'3

4"E

77

2.4

3'

N40°20'03"E 298.21'

N48°4

0'0

1"E

14.9

4'

N45°36'55"E 221.55'

N41°2

3'1

5"W

72

1.4

4'

R=2458.00' L = 533.91' Δ = 12' 26" 43'"

BRIDGE

xx

xx

x

D

TT

TT

T

T

S

S

S

S

S

S

S

SS

S

S

PP

PP

P

P x

x

xx

x x

S

S

S

S

S

S

S

S

/1 A1.1A

/1 A1.1A

/1 A1.1A

/1 A1.1B/1 A1.1B

/1 A1.1B/1 A3.1C

/1 A3.1C/1 A3.1C

/1 A3.1D/1 A3.1D

/1 A3.1D

/1 A1.1B

Issue Date:

Project Number:

Sheet No.

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ARCHITECT



CONSULTANTS




DO NOT REPRODUCEThis document contains confidentialinformation, and is an instrument of



Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A1.1

ARCHITECTURAL SITE PLAN

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11/18/2016

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CONCRETE &STRUCTURAL

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1" = 40'-0"

ARCHITECTURAL SITE PLAN1

NNNN

NO

T F

OR

CO

NSTR

UCTIO

N F

OR

REFER

ENCE O

NLY

NO

T F

OR

CO

NSTR

UCTIO

N F

OR

REFER

ENCE O

NLY

NO

T F

OR

CO

NSTR

UCTIO

N F

OR

REFER

ENCE O

NLY

NO

T F

OR

CO

NSTR

UCTIO

N F

OR

REFER

ENCE O

NLY

HEADQUARTERS BUILDINGHEADQUARTERS BUILDINGHEADQUARTERS BUILDINGHEADQUARTERS BUILDING

PARKING STRUCTUREPARKING STRUCTUREPARKING STRUCTUREPARKING STRUCTURE

(NOT IN CONTRACT)(NOT IN CONTRACT)(NOT IN CONTRACT)(NOT IN CONTRACT)

UP

DN

UP

A5.1

1

3 3.3 4

D

E

F

21.71

1

A6.1

2

A6.1

3

A6.1

1

A6.2

A5.2 3

C

45' - 6" 28' - 0" 45' - 6"

29' - 6"

30' - 0"

30' - 0"

A9.1

1

ELECTRICALB006

ELEV. EQPT.B002

TOILETB010

86' - 0"

82' - 0"

86' - 0"

29' - 6"

30' - 0"

23' - 7 1/8"

6' - 4 7/8"

6' - 1 1/8"

1' - 0" 46' - 4 7/8"

8' - 0"

1' - 0"

32' - 0"

1' - 0"

6' - 0" 6' - 4 7/8" 38' - 5 1/8" 8" 28' - 0" 8" 38' - 5 1/8" 6' - 4 7/8"

2' - 6"

12' - 0"

12' - 0"

6' - 0"

12' - 0"

12' - 0"

16' - 0"

1' - 0"

1' - 0"

29' - 6"

12' - 0"

8' - 0"1' - 0"

33' - 0" 5' - 6" 6' - 3 7/8"

4 1/4" 5 1/4"

8' - 7 1/2" 9' - 4"

7 5/8"

8' - 3 5/8" 11' - 7 3/8"

4 1/4"

7 7/8"

4 1/4"

9' - 2 7/8"

10 7/8"

9 1/2"

11' - 6"

9' - 5" 18' - 3 1/4" 11' - 7 3/8"

9 1/2" 38' - 6 1/8"

1' - 6"

9 5/8"

3' - 8" 20' - 6 3/8"1' - 6"

A9.11

1

STAIR5

1' - 0"

1' - 0"

WATER SERVICEB004

6' - 8 1/8"

-

---

82' - 0"

84' - 0"

1' - 0"

B010

B003

B004

B006B

B006A

B007A

B008B

B007B

B002

B006C

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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1 2 3 4 5

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A3.0

LOWER LEVEL FLOOR PLAN

29284-0001

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1/8" = 1'-0"

LOWER LEVEL1

NOT FOR CONSTRUCTION FOR REFERENCE ONLY




UP

UP

UP

DN

UP

A5.12

A5.1

1

A5.2 2

A5.2

1

3 3.3 4 4.7 5 5.7 6 7 7.3 8

D

E

F

G

L

M

N

21.71

H

J

K

A9.1

2

1

A6.1

2

A6.1

3

A6.1

1

A6.2

2

A6.2

A5.13 4

A5.2 4

A5.2 3

3

A9.9

3

A6.2

A9.3

1

4

A9.3

31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"

45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"

15' - 6"

14' - 6"

15' - 6"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

2

A90.9

C

A9.11

2

A9.5

1

A9.9

1

A9.7

1

A9.13

1

/1 A3.1A

/1 A3.1A

/1 A3.1B

/1 A3.1B/1 A3.1C

/1 A3.1C

/1 A3.1D

/1 A3.1D

/1 A3.1A

/1 A3.1B

/1 A3.1C

/1 A3.1D

JAN.A145

UNISEXA146

MEN'SA148 WOMEN'S

A139

-

-

SHOWERSB143

STAIR5

STAIR2

STAIR3

STAIR4

ELEV.E B

ELEV.E A

ELEV.E C

STAIR1

WOMEN'SB158

JAN.B165

MEN'SB164

SHOWERSB147

WOMEN'SB148

MEN'SB144

IDFA108

ELECT.A130

IDFA121

IDFB137

ELECT.B110

IDFB111

-

-

-

---

A11.1

2

A11.1

1

A11.1

3

JAN.B151

-

-ELEV RM

A129

-

---

-

---

-

---

-

---

6' - 2"

5

A13.12 4

3

A13.17 5

6

A13.1

8

9

10

11

A13.1

13

12

14

15

6' - 6 1/8"

3

A7.3

B111 B110

B137

CR1CR1

B141A

CR1

B115A

B115B

A101A

A101B

A108

A113A

A121

A113B

A129

A130

C100A C100B

B141B

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A3.1

COMPOSITE FIRST FLOORPLAN

29284-0001

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NNNN

1/16" = 1'-0"

FIRST FLOOR1

NOT FOR CONSTRUCTIO

N FOR REFERENCE ONLY

NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


UP

DN

UP

DN

UP

DN

UP

DN

UP

DN

A5.12

A5.1

1

A5.2 2

A5.2

1

3 3.3 4 4.7 5 5.7 6 7 7.3 8

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A6.1

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3

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1

A6.2

2

A6.2

A5.13 4

A5.2 4

A5.2 3

A9.1

3

3

A9.9

3

A6.2

4

A9.3

A9.3

2

31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"

45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"

15' - 6"

14' - 6"

15' - 6"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

A22.2 2

---

-

C

A9.5

2

A9.9

2

A9.11

3

A9.13

2

A9.7

2

/1 A3.2A

/1 A3.2A

/1 A3.2B/1 A3.2B

/1 A3.2B

/1 A3.2A

/1 A3.2C

/1 A3.2C

/1 A3.2C

/1 A3.2D /1 A3.2D

/1 A3.2D

STAIR4

STAIR3

STAIR2

STAIR5

ELEV.E B

ELEV.E A

ELEV.E C

MEN'SA247

WOMEN'SA238

UNISEXA245

JAN.A244

MEN'SB250

UNISEXB248

JAN.B247

WOMEN'SB241

IDFA212

IDFA227

ELECTA231

STAIR1

-

-

-

---

A11.2

2

A11.2

1

-

---

-

---

-

---

-

---

---

-

5

A13.17

3

A7.3

3.25" slab w/2"metal deck

A202


A212


A231


A227


A216

A228 A215

B232


B233

B222

B204

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

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B

A

1 2 3 4 5

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A3.2

COMPOSITE SECOND FLOORPLAN

29284-0001

11/18/2016

A. SPENCER

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1/16" = 1'-0"

SECOND FLOOR1

NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


DN

DN

DN

DN

UP

A5.12

A5.1

1

A5.2 2

A5.2

1

3 3.3 4 4.7 5 5.7 6 7 7.3 8

D

E

F

G

L

M

N

21.71

H

J

K

1

A6.1

2

A6.1

3

A6.1

1

A6.2

2

A6.2

A5.13 4

A5.2 4

A5.2 3

A9.1

4

A9.10

1

3

A9.9

3

A6.2

4

A9.3

A9.3

3

31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"

45' - 6" 28' - 0" 45' - 6" 61' - 0" 45' - 6" 28' - 0" 45' - 6"

15' - 6"

14' - 6"

15' - 6"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

2

A90.9

C

A9.11

4

A9.5

3

A9.13

3

A9.8

1

/1 A3.3A/1 A3.3A

/1 A3.3A

/1 A3.3B

/1 A3.3B

/1 A3.3B

/1 A3.3C

/1 A3.3C

/1 A3.3C

/1 A3.3D/1 A3.3D

/1 A3.3D

IDF387

ELECT.388

WOMEN'S366

MEN'S368

UNISEX367

JAN,365

MEN'S342

WOMEN'S344

JAN.343

UNISEX341

ELEV.E C

STAIR1

STAIR3

STAIR4

STAIR5

ELEV.E B

ELEV.E A

STAIR2

ELECT.382

IDF383

IDF307

IDF328

ELECT.331

-

-

-

---

A11.3

2

A11.3

1

-

---

-

-- -

-

---

-

---

--

-

---

5

A13.17

3

A7.3

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

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B

A

1 2 3 4 5

D

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B

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A3.3

COMPOSITE THIRD FLOORPLAN

29284-0001

11/18/2016

A. SPENCER

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1/16" = 1'-0"

THIRD FLOOR1

NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


NOT FOR CONSTRUCTIO


DN

3 3.3 4 4.7 5 5.7 6 7 7.3 8

D

E

F

G

L

M

N

21.71

H

J

K

C STAIR5

STAIR2

STAIR3

STAIR4

31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0" 4' - 0" 57' - 0" 31' - 0" 14' - 6" 28' - 0" 14' - 6" 31' - 0"

31' - 0 3/8" 148' - 11 5/8" 31' - 0 3/8" 46' - 1 1/4"

6' - 4 7/8"

56' - 6 1/4"

6' - 4 7/8"

26' - 6 1/4"

256' - 0 3/8"

15' - 6"

14' - 6"

15' - 6"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

29' - 6"

30' - 0"

30' - 0"

6' - 4 7/8"

196' - 11 3/4"

22' - 7 7/8"

7' - 4 1/4"

22' - 7 7/8"

22' - 7 7/8"

10' - 3 1/4"

22' - 7 7/8"

40' - 3 1/4"

BOILER ROOM401

ROOFTOP EQUIPMENT

SCREEN WALL

ROOFTOP MECHANICAL

UNIT (SEE MECH. DWGS.)

ROOFTOP MECHANICAL

UNIT (SEE MECH. DWGS.)

ROOFTOP EQUIPMENT

SCREEN WALL

ALUMIMUM AND

INSUL. GLASS SKYLIGHT

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A4.1

ROOF PLAN

29284-0001

11/18/2016

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1/16" = 1'-0"

COMPOSITE ROOF PLAN1





FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

33.344.755.7677.38 2 1.7 1

CLERESTORY

151' - 10"

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

INTERIOR T.O.S.

146' - 10 3/4"

DOCK PIT

82' - 0"

GARAGE LOWER LEVEL

91' - 10"

2

A7.1

1

A7.1

2

A7.1SIM.

1

A7.2

1

A7.1

SIM.

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

DEFGLMN HJK

CLERESTORY

151' - 10"CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

INTERIOR T.O.S.

146' - 10 3/4"

3

A7.2

4

A7.1

3

A7.2

3

A7.3

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

D

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

C

GARAGE LOWER LEVEL

91' - 10"

3

A7.4

@ CLERESTORY

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

D E

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

@CLERESTORY

4

A7.4

32

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

T.O. STAIR LANDING

148' - 4 1/2"

2

A7.4

67

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

T.O. STAIR LANDING

148' - 4 1/2"

1

A7.4

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A5.1

EXTERIOR ELEVATIONS

29284-0001

11/18/2016

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1/16" = 1'-0"

NORTH ELEVATION1

1/16" = 1'-0"

EAST ELEVATION2

1/16" = 1'-0"

TOWER 5 - EAST ELEVATION - NORTH SIDE3 1/16" = 1'-0"

TOWER 2 - WEST ELEVATION - NORTH SIDE4

1/16" = 1'-0"

BOILER ROOM ELEVATION5

1/16" = 1'-0"

STAIR 2, 3 & 4 PENTHOUSE ELEVATION6

NOT F

OR C

ONSTRUCTIO

N F

OR R

EFERENCE O

NLY

NOT F

OR C

ONSTRUCTIO

N F

OR R

EFERENCE O

NLY

NOT F

OR C

ONSTRUCTIO

N F

OR R

EFERENCE O

NLY

NOT F

OR C

ONSTRUCTIO

N F

OR R

EFERENCE O

NLY

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

3 3.3 4 4.7 5 5.7 6 7 7.3 821.71

CLERESTORY

151' - 10"

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

INTERIOR T.O.S.

146' - 10 3/4"

2

A7.3

2

A7.3

SIM.

3

A7.1

1

A7.3

1

A7.3

SIM.

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

D E F G LH J K

CLERESTORY


151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

INTERIOR T.O.S.

146' - 10 3/4"

C

DOCK PIT

82' - 0"

GARAGE LOWER LEVEL

91' - 10"

3

A7.2

4

A7.1

SIM.

SIM.

2

A7.23

A7.3

SIM.

4

A7.4

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

L M NK

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

D E

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

C

DOCK PIT

82' - 0"

GARAGE LOWER LEVEL

91' - 10"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

L JK

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

4

A7.4

@ CLERESTORY

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

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A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A5.2

EXTERIOR ELEVATIONS

29284-0001

11/18/2016

A. SPENCER

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1/16" = 1'-0"

SOUTH ELEVATION1

1/16" = 1'-0"

WEST ELEVATION2

1/16" = 1'-0"

TOWER 3 - WEST ELEVATION - SOUTH SIDE4

1/16" = 1'-0"

DOCK ELEVATION3

1/16" = 1'-0"

TOWER 4 - EAST ELEVATION - SOUTH SIDE5





FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

DEFGHJK

3

A6.1

1

A6.2

2

A6.2

A7.3

1

A7.1

1

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

C

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

DEFGL HJK

CLERESTORY


151' - 10"

3

A6.1

1

A6.2

2

A6.2A7.3

2

A7.4

1

A7.1

2

C

A7.4

2

T.O. STAIR LANDING

148' - 4 1/2"

T.O. STAIR LANDING

148' - 4 1/2"

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

LOWER LEVEL

86' - 0"

3 3.3 421.71

CLERESTORY

151' - 10"

CLERESTORY

151' - 10"

1

A6.1

2

A6.1

A7.4

3

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

DOCK PIT

82' - 0"

DOCK PIT

82' - 0"

A7.2

2A7.1

1SIM.

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A6.1

BUILDING SECTIONS

29284-0001

11/18/2016

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1/16" = 1'-0"

BUILDING SECTION 11

1/16" = 1'-0"

BUILDING SECTION 22

1/16" = 1'-0"

BUILDING SECTION 33





FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

3 3.3 4 4.7 5 5.7 6 7 7.3 821.71

CLERESTORY

151' - 10"

CLERESTORY

151' - 10"

1

A6.1

2

A6.1

A7.2

3

3

A6.2

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

3 3.3 4 4.7 5 5.7 6 7 7.3 821.71

1

A6.1

2

A6.1

3

A6.2

4

A9.3

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

INTERIOR T.O.S.

146' - 10 3/4"

INTERIOR T.O.S.

146' - 10 3/4"

A7.1

4A7.1

4 O.H.

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

SECOND FLOOR

116' - 0"

D E F G L M NH J K

CLERESTORY


151' - 10"

1

A6.2

2

A6.2

A7.2

1

PERIMETER T.O.S.

147' - 10 1/4"

PERIMETER T.O.S.

147' - 10 1/4"

A7.1

3

---

-

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A6.2

BUILDING SECTIONS

29284-0001

11/18/2016

A. SPENCER

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1/16" = 1'-0"

BUILDING SECTION 41

1/16" = 1'-0"

BUILDING SECTION 52

1/16" = 1'-0"

ATRIUM SECTION3





FIRST FLOOR100' - 0"

THIRD FLOOR131' - 4"

SECOND FLOOR116' - 0"

LOWER LEVEL86' - 0"

PERIMETER T.O.S.147' - 10 1/4"

C

5' - 2 1/4"

11' - 0" R.O.

4' - 4"

11' - 0" R.O.

4' - 4"

12'-0" R.O.

4"

4"

A7.5

1

2' - 0"

A7.5

2

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

PRE-FIN. ALUM.

CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS &

INTEGRATED SUNSHADE

7 1/4" 6' - 1 3/8" 2' - 0"

A7.5

3

PRE-FIN. ALUM. CURTAIN

WALL SYSTEM W/ 1"

INSUL. GLASS &

INTEGRATED SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1"

INSUL. GLASS

PLASTER SOFFITON 3 5/8" MTL.

STUDS FRAMING

DRAINAGE BOARD

ON DAMP PROOFING

ON CONC.

FOUNDATION WALL

FULLY ADHERED

SINGLE-PLY ROOFING

ON COVER BD. ON

RIGID INSUL $ MTL.

DECK

PERFORATED DRAIN

TILE & GRAVEL W/

FILTER FABRIC WRAP

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

2" RIGID INSUL. ON

AIR/MOISTURE BARRIER

ON FIBERGLASS GYP.

SHEATHING ON 6" MTL.

STUDS @ 16" O.C. W/

FULL BATT INSUL. (TYP.)

2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C. W/


COMPOSITE CONC.

FLOOR, SEE

STRUCT. DWGS.

2 HR FIRE RATED

FLOOR

ASSEMBLY PER

U.L. DESIGN #D916

CONC. SLAB ON VAPOR

BARRIER ON GRANULAR

BASE, SEE STRUCT. DWGS.

SPRAY FOAMINSUL.

SAFING INSUL.

SAFING INSUL.

A7.5

6




LOWER LEVEL86' - 0"

CLERESTORY151' - 10"


C

6' - 0"

31' - 4"

11' - 4"

9' - 2"

6' - 1"

14' - 6"

10 1/8"2' - 0"

A7.5

4FULLY ADHERED

SINGLE-PLY

ROOFING ON

COVER BD. ON

RIGID INSUL $ MTL.

DECK

1 HR FIRE

RATED ROOF

ASSEMBLY

PER U.L.

DESIGN #S715 PRE-FIN. ALUM.

STOREFRONT

SYSTEM W/ 1" INSUL.

GLASS

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C. W/


PRE-FIN. ALUM.

SUNSHADE

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS

STONE VENEER

PILASTER BEYOND

A7.5

5

DRAINAGE BOARD

ON DAMP PROOFING

ON CONC.

FOUNDATION WALL

PERFORATED DRAIN TILE

& GRAVEL W/ FILTER

FABRIC WRAP

CONC. SLAB ON VAPOR

BARRIER ON GRANULAR

BASE, SEE STRUCT.

DWGS.

ALUM. COMPOSITE

SOFFIT / FASCIA ON


& FIBERGLASS GYP.

SHEATHING

T.O. STAIR LANDING148' - 4 1/2"

A7.5

6SIM.




J


5' - 5 3/4"

A7.7

2

FULLY ADHERED

SINGLE -PLY

ROOFING ON COVER

BD. ON RIGID INSUL.

& MTL. DECK

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY

PER U.L. DESIGN #D916

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY


2' - 0"

3' - 5 3/4"

CONC. SLAB ON

VAPOR BARRIER ON

GRANULAR BASE,

SEE STRUCT. DWGS.

5' - 2 1/4"

42' - 8"

3' - 0"

4' - 10"

3' - 6"

4' - 0"

3' - 0"

4' - 6"

3' - 6"

4' - 5"

3' - 5"

8' - 6"

PRE-FIN. ALUM.

CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS

PRE-FIN. ALUM.

SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C.

A7.6

3

SPANDREL W/

SAFING INSUL.

SPANDREL W/

SAFING INSUL.

A7.6

3




8


A7.7

1

A7.5

1


WALL SYSTEM W/ 1"

INSUL. GLASS &

INTEGRATED SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

PRE-FIN. ALUM.

CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS

STONE VENEER

PILASTER BEYOND

FULLY ADHERED SINGLE-

PLY ROOFING ON

COVER BD. ON RIGID

INSUL $ MTL. DECK

1 HR FIRE RATED ROOF

ASSEMBLY PER U.L.

DESIGN #S715

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916 2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C.

COMPOSITE CONC.

FLOOR, SEE

STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON

AIR/MOISTURE BARRIER ON

FIBERGLASS GYP.


STUDS @ 16" O.C. W/ FULL

BATT INSUL. (TYP.)

5' - 2 1/4"

7' - 7 1/4"

7' - 8 3/4"

27' - 4"

CONC. SLAB ON

VAPOR BARRIER

ON GRANULAR

BASE, SEE STRUCT.

DWGS.

2' - 0"

3' - 6"

10 1/8"

1' - 1 7/8"

A7.6

3

3' - 0"

4' - 6"

3' - 6"

4' - 5"

3' - 5"

5' - 0"

3' - 6"

SPANDREL W/

SAFING INSUL.

3' - 0"

4' - 7 1/4"

SAFING INSUL.

CONC. FOOTING, SEE

STRUCT. DWGS.

A7.7

3

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.1

WALL SECTIONS

29284-0001

11/18/2016

A. SPENCER

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1/4" = 1'-0"

NORTH WALL SEC. @ FOUNDATION WALL1 1/4" = 1'-0"

NORTH WALL SEC. @ STAIR 52

1/4" = 1'-0"

WALL SEC. @ SOUTH ENTRANCE3 1/4" = 1'-0"

EAST WALL SEC. @ STONE VENEER PILASTER4








E


5' - 5 3/4"

A7.7

2 O.H. FULLY ADHERED SINGLE

-PLY ROOFING ON

COVER BD. ON RIGID

INSUL. & MTL. DECK

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715

COMPOSITE CONC. FLOOR,

SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY



SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY


CONC. SLAB ON VAPOR

BARRIER ON GRANULAR

BASE, SEE STRUCT. DWGS.


WALL SYSTEM W/ 1"

INSUL. GLASS

PRE-FIN. ALUM.

SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON

AIR/MOISTURE

BARRIER ON

FIBERGLASS GYP.

SHEATHING ON 6"

MTL. STUDS @ 16" O.C.

SPANDREL W/ SAFING

INSUL.

SPANDREL W/

SAFING INSUL.

2' - 0"

3' - 5 3/4" 2' - 0"

A7.6

3

O.H.

A7.6

3

O.H.

FREESTAND

CANOPY (NOT IN

CONC. & STEEL

PACKAGE)




LOWER LEVEL86' - 0"

1


DOCK PIT82' - 0"

CONC.

FOUNDATION

WALL & COL.

PEDESTAL, SEE

STRUCT. DWGS.

CONC. PAD FOR

TRANSFORMER,

SEE ELEC. &

STRUCT. DWGS.

A7.5

6 SIM.

A7.5

3

O.H.

A7.5

1

A7.5

2

O.H.

O.H.

5' - 2 1/4"

11'-0" R.O.

4' - 4"

11'-0" R.O.

4' - 4"

12'-0" R.O.

14' - 0"

3' - 6"

2' - 0"

2' - 0" 6' - 1 3/8" 7 1/4"

FULLY ADHERED SINGLE-PLY

ROOFING ON COVER BD. ON

RIGID INSUL $ MTL. DECK

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715


SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916


SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR

ASSEMBLY PER

U.L. DESIGN #D916

CONC. SLAB ON

VAPOR BARRIER ON

GRANULAR BASE,

SEE STRUCT. DWGS.

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.



BATT INSUL.

PRE-FIN. ALUM.

CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS &

INTEGRATED

SUNSHADE


WALL SYSTEM W/ 1"

INSUL. GLASS &

INTEGRATED SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.



BATT INSUL.

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C.

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1"

INSUL. GLASS

PLASTER SOFFIT

ON 3 5/8" MTL.

STUDS FRAMING

SPRAY FOAM

INSULATION

3' - 0"

4' - 6"

3' - 6"

3' - 6"

5' - 0"

3' - 6"

3' - 0"

4' - 6"

3' - 6"

SAFING INSUL.

SAFING INSUL.

6"

CONC. FILL

BOLLARD




8


A7.5

1

A7.5

2

A7.5

3

CONC. SLAB ON

VAPOR BARRIER ON

GRANULAR BASE,

SEE STRUCT. DWGS.

5' - 2 1/4"

11'-0" R.O.

4' - 4"

11'-0" R.O.

4' - 4"

12'-0" R.O.

2' - 0"

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS

2' - 0"6' - 1 3/8"

7 1/4"


SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

SPRAY FOAM

INSULATION

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

FULLY ADHERED

SINGLE-PLY

ROOFING ON COVER

BD. 0N RIGID INSUL.

& MTL. DECK

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.

SHEATHING on 6" MTL.

STUDS @ 16" O.C. W/FULL

BATT INSUL.


WALL SYSTEM W/ 1" INSUL.

GLASS & INTEGRATED

SUNSHADE

PLASTER SOFFIT

ON 3 5/8" MTL.

STUDS FRAMING

SAFING INSUL.

SAFING INSUL.

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

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ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.2

WALL SECTIONS

29284-0001

11/18/2016

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1/4" = 1'-0"

WALL SEC. @ NORTH ENTRANCE1

1/4" = 1'-0"

WEST WALL SEC. @ FOUNDATION WALL2

1/4" = 1'-0"

EAST WALL SECTION3








K


A7.5

1 O.H.

A7.5

3

O.H.

3' - 6"

4' - 0"

11' - 0"

4' - 4"

12' - 0"

5' - 2 1/4"

11' - 4"

8"

2'-0". 6' - 1 3/8"

A7.6

4

A7.6

5

PAVER& PEDEATAL

FLOOR SYSTEM



TAPERED INSUL. & COMPOSITE

CONC. DECK


PLY ROOFING ON

COVER BD. ON TAPERED

INSUL. & MTL. DECK

1 HR FIRE RATED

ROOF ASSEMBLY PER

U.L. DESIGN #S715

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY


COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY

PER U.L. DESIGN

#D916

SPRAY FOAM INSUL.

ON UNDERSIDE OF

DECK

SPRAY FOAM INSUL. ON

UNDERSIDE OF DECK

PLASTER SOFFIT

ON 3 5/8" MTL.

STUDS FRAMING

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1"

INSUL. GLASS

CONC. SLAB ON

VAPOR BARRIER &

GRANULAR BASE,

SEE STRUCT. DWGS.

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS & INTEGRATED

SUNSHADE

2" RIGID INSUL. ON

AIR/MOISTUE BARRIER

ON FIBERGLASS GYP.

SHEATHING ON 6"


W/FULL BATT INSUL.

(TYP.)

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS & INTEGRATED

SUNSHADE

2" RIGID INSUL. ON

AIR/MOISTUE BARRIER

ON FIBERGLASS GYP.

SHEATHING ON 6"


W/FULL BATT INSUL.

(TYP.)

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

SAFING INSUL.

A7.7

3 O.H.




L



A7.6

1

A7.6

2

A7.5

4 O.H.

A7.5

5 O.H.


PLY ROOFING ON COVER

BD. ON RIGID INSUL. &

MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715

PRE-FIN. ALUM.

STOREFRONT SYSTEM

W/ 1" INSUL. GLASS

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


ON FIBERGLASS GYP.



BATT INSUL. (TYP.)

PRE-FIN. ALUM.

SUNSHADE

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1"

INSUL. GLASS

STONE VENEER

PILASTER

BEYOND

BALCONY & GUARD

RAIL, SEE DTL.

1/A7.6 & 2/A7.6

STONE VENEER

COLUMN BEYOND

12' - 0"

4' - 4"

5' - 0" 4' - 0"

6' - 1"

9' - 2"

11' - 4"

31' - 4"

PAVER &

PEDESTAL FLOOR

SYSTEM

FULLY ADHERED

SINGLE-PLY

ROOFING ON COVER

BD. ON TAPERED

INSUL. & COMPOSITE

CONC. DECK

ALUM. COMPOSITE

SOFFIT / FASCIA ON AIR

/MOISTURE BARRIER &

FIBERGLASS GYP.

SHAETHING


A7.7

3

O.H.




8



WALL SYSTEM W/ 1"

INSUL. GLASS &

INTEGRATED SUNSHADE

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH


PLY ROOFING ON

COVER BD. ON RIGID

INSUL $ MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715

COMPOSITE CONC.

FLOOR, SEE STRUCT.

DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

COMPOSITE CONC.

FLOOR, SEE

STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

ADHERED STONE

VENEER ON MORTAR

BED & MTL. LATH

2" RIGID INSUL. ON


FIBERGLASS GYP.



BATT INSUL. (TYP.)

CONC. SLAB ON VAPOR

BARRIER ON GRANULAR

BASE, SEE STRUCT.

DWGS.

SAFING INSUL.

CONC. FOOTING, SEE

STRUCT. DWGS.

2" RIGID INSUL. ON


ON FIBERGLASS GYP.


STUDS @ 16" O.C.

EXTENDED STL. TUBE

& CLIP ANGLE, SEE

STRUCT. DWGS.

2 HR FIRE RATED

SHAFT WALL, SEE

PART. TYPES

5/8" GYP. BD. ON

3 5/8" MTL. STUDS

FURRING W/ BATT

INSUL, SEE PART.

TYPES

5/8" GYP. BD. ON

3 5/8" MTL. STUDS

FURRING W/ BATT

INSUL, SEE PART.

TYPES

A7.7

1 SIM.

A7.5

1

5' - 6" A7.7

4

A7.7

5

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.3

WALL SECTIONS

29284-0001

11/18/2016

A. SPENCER

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1/4" = 1'-0"

WALL SEC. @ 3rd FLR. BALCONY1 1/4" = 1'-0"

WALL SEC. @ 2nd FLR. BALCONY2





1/4" = 1'-0"

WALL SEC. @ STONE VENEER PILASTER3

JK

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

T.O. STAIR LANDING

148' - 4 1/2"

A7.5

5

O.H.

A7.5

4 O.H.

A7.8

2

A7.8

1

6

A7.8

7

A7.5




MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715



RIGID INSUL. & MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715

ALUM. COMPOSITE SOFFIT / FASCIA

ON AIR/MOISTURE BARRIER ON

FIBERGLASS GYP. SHEATHING & 4"


PRE-FIN. ALUM. STOREFRONT

SYSTEM W/ 1" INSUL. GLASS

ADHERED STONE VENEER ON

MORTAR BED & MTL. LATH

2" RIGID INSUL. ON AIR/MOISTURE

BARRIER ON FIBERGLASS GYP.

SHEATHING & 6" MTL. STUDS @

16" O.C. W/ FULL BATT INSUL.

2 HR FIRE RATED

PARTITION, SEE

PARTITION TYPES

5

A7.8

3

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

A7.5

7

T.O. STAIR LANDING

148' - 4 1/2"




MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715

ALUM. COMPOSITE SOFFIT

/ FASCIA ON


ON FIBERGLASS GYP.

SHEATHING & 4" MTL.

STUDS @ 16" O.C.

PRE-FIN. ALUM.

STOREFRONT SYSTEM

W/ 1" INSUL. GLASS

BOILER ROOM .

A7.8

3SIM.ADHERED STONE VENEER SYSTEM ON


FIBERGLASS GYP. SHEATHING & 6" MTL.

STUDS @ 16" O.C. W/ FULL BATT INSUL.

D

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

C

T.O. STAIR LANDING

148' - 4 1/2"

A7.5

5

A7.5

4

A7.8

4 7

A7.57

A7.5

SIM.





ASSEMBLY PER U.L.

DESIGN #S715





ASSEMBLY PER U.L.

DESIGN #S715

COMPOSITE CONC. FLOOR

SLAB, SEE STRUCT. DWGS.

2 HR FIRE RATED

FLOOR ASSEMBLY PER

U.L. DESIGN #D916

PRE-FIN. ALUM. FLAT/REVEAL

PANELS ON AIR/MOISTURE

BARRIER ON FIBERGLASS GYP.

SHEATHING & 6" MTL. STUDS @

16" O.C. W/FULL BATT INUL.2 HR FIRE RATED

PARTITION, SEE

PART. TYPES

A7.8

3

2 HR FIRE RATED

PARTITION, SEE

PART. TYPES

3

CLERESTORY

151' - 10"




MTL. DECK


ASSEMBLY PER U.L.

DESIGN #S715


/ FASCIA ON


ON FIBERGLASS GYP.

SHEATHING & 4" MTL.

STUDS @ 16" O.C.PRE-FIN. ALUM.

STOREFRONT SYSTEM

W/ 1" INSUL. GLASS

ADHERED STONE VENEER

SYSTEM ON AIR/MOISTURE

BARRIER ON FIBERGLASS

GYP. SHEATHING & 6" MTL.

STUDS @ 16" O.C.

A7.8

6

A7.8

5

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.4

WALL SECTION

29284-0001

11/18/2016

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1/4" = 1'-0"

CLERESTORY SECTION1

1/4" = 1'-0"

CLERESTORY SEC. @ BOILER RM.3

1/4" = 1'-0"

CLERESTORY - BOILER ROOM2





1/4" = 1'-0"

CLERESTORY SEC. @ WING WALL4

8"

1' - 6"

1' - 6"

8"

10 1/4"

9 1/4"

5 1/2"

1/2"


(SMOOTH SURFACE)

OVER MORTAR BED &

MTL. LATH

2" RIGID INSUL. (R-11) ON

2" GALV. 'Z' FURRING @

16" O.C.


ON 1/2" FIBERGLASS GYP.

SHEATHING

6" MTL. STUDS @ 16" O.C.

W/ FULL BATT INSUL.

(R-19)

STL. CLIP ANGLE, SEE

STRUCT. DWGS.


OVER MORTAR BED & MTL.

LATH


OVER MORTAR BED &

MTL. LATH



GLASS, SEE SPEC'S.

R.O.

1' - 0 3/8" 5/8"6"

1/2"

2" 1"1 1/2"

1' - 7" 5"

T.O. PERIMETER STEEL

7 1/4"

1 3/8"

MTL. STUDS BRACES @

EA. STUD TO STRUCT.

ABOVE, SEE STRUCT.

DWGS.

PRE-FIN. MTL.

COPING/FLASHING (2

PIECES) W/ CONT. CLEAT

ON 3/4" PLYWOOD


ROOFING ON 1/2" COVER BD. ON

MIN. R-40 RIGID INSUL. 3" MTL.

DECK W/ 1 HR FIRE RATED

SPRAY-ON FIRE PROOFING

STL. BEAM W/ 1 HR

FIRE RATED SPRAY-

ON FIRE PROOFING,

SEE STRUCT. DWGS.

ROLLER SHADE,

SEE SPEC'S.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.4" MIN.

MEMBRANE FLASHING SET IN

MASTIC W/ CONT. LAP SEALANT

CONT. STL. BENT PLATE

ATTACHED TO 6" MTL.

STUDS AS REQ'D.

CL

WEEP SCREED & MTL.

FLASHING

1' - 0 1/2"

1/2"

2 3/8"

2' - 0"

ADHERED STONE

VENEER (SMOOTH

SURFACE)

OVER MORTAR BED &

MTL. LATH



16" O.C.



SHEATHING


W/ FULL BATT INSUL.

(R-19)

STL. CLIP ANGLE,

SEE STRUCT. DWGS.

1' - 0 3/8" 5/8" 6"

1/2"

2"

1"

1 1/2"

7 1/4"

FIRE SAFING INSUL.

W/RETAINER


OVER MORTAR BED &

MTL. LATH


OVER MORTAR BED &

MTL. LATH

8"

1' - 6"

1' - 6"

4"

4"

1 3/8"

3rd FLOOR SLAB



GLASS, SEE SPEC'S.



GLASS, SEE SPEC'S.

1' - 3 3/8" 7 1/4" 1 3/8"

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

ROLLER SHADE,

SEE SPEC'S.

STL. BEAM W/ 2 HR

FIRE RATED

SPRAY-ON FIRE

PROOFING, SEE

STRUCT. DWGS.

3 5/8" MTL.

STUD BRACES

@ 32" O.C.

WINDOW R.O.

5"

WINDOW R.O.

WEEP SCREED & MTL.

FLASHING

CL

1' - 0 1/2" 2 7/8" 7 1/4"

1 3/8"

2' - 0"

SPRAY FOAM INSUL. (MIN.

R-30) ON UNDERSIDE OF

COMPOSITE FLOOR SLAB

PLASTER SOFFIT W/ MTL.

LATH ON AIR/MOISTURE

BARRIER ON 1/2"

FIBERGLASS GYP. SHEATHING


W/ 3 5/8" MTL. STUD

BRACES @ 32" O.C.

4"

4"

1' - 6"

1' - 6"

8"

5"


(SMOOTH SURFACE)

OVER MORTAR BED &

MTL. LATH



16" O.C.



SHEATHING

FIRE SAFING INSUL.

W/RETAINER

ADHERED STONE

VENEER

OVER MORTAR BED &

MTL. LATH


OVER MORTAR BED &

MTL. LATH

2nd FLOOR SLAB



GLASS, SEE SPEC'S.

COMPOSITE FLOOR

SLAB (2 HR FIRE

RATED), SEE STRUCT.

DWGS.

STL. BEAM W/ 2 HR

FIRE RATED SPRAY-ON

FIRE PROOFING, SEE

STRUCT. DWGS.

WINDOW R.O.

3 5/8" MTL. STUDS RUNNER &

HANGER @ 24" O.C. EA. WAY

W/ 2 1/2" KICKERS @ 48" O.C.

ATTACHED TO STRUCT. ABOVE

WINDOW R.O.

6" 2" 6'-1 3/8". 1' - 1" 6"

1/2"

2"

1"1 1/2"

7 1/4"PRE-FIN. ALUM. CURTAIN


GLASS, SEE SPEC'S.

WEEP SCREED & MTL.

FLASHING

ROLLER SHADE,

SEE SPEC'S.

CL

STL. CLIP ANGLE,

SEE STRUCT. DWGS.

CONT. STL. CHANNEL TRACK,

VERT. CHANNELS @ EA.

BEAM & ANGLE KICKERS,

SEE STRUCT. DWGS.


BETWEEN STL. CHANNELS

W/ FULL BATT INSUL. (R-19)

ALUM. COMPOSITE

FASCIA ON


ON 1/2" FIBERGLASS

GYP. SHEATHING & 4"

MTL. STUDS @ 16" O.C.3 5/8" MTL. STUDS

RUNNER & HANGER

@ 24" O.C. EA. WAY

W/ 2 1/2" KICKERS

@ 48" O.C.

ATTACHED TO

STRUCT. ABOVE

1' - 10 3/8"

10"

PRE-FIN. ALUM. ROOF

EDGE FLASHING W/

CONT. CLEAT


ROOFING ON 1/2" COVER BD.

ON RIGID INSUL. & 3" MTL. DECK

W/ 1 HR FIRE RATED SPRAY-ON

FIRE PROOFING

STL. BEAM W/ 1 HR

FIRE RATED SPRAY-ON

FIRE PROOFING (TYP.),

SEE STRUCT. DWGS.


PANELS OVER AIR/MOISTURE

BARRIER ON 1/2" FIBERGLASS

GYP. SHEATHING

MEMBRANE FLASHING

SET IN MASTIC W/

CONT. LAP SEALANT

8" MIN.

WEEPS, EXTRUSION

CLIPS & SHIM BY ALUM.

COMPOSITE PANELS

CONTRACTOR

STL. CLIP ANGLES,

SEE STRUCT. DWGS.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.



GLASS, SEE SPEC'S.

4 1/2"6" MTL. STUDS @ 16" O.C.

W/ 3 5/8" MTL. STUD

BRACES @ 32" O.C. &

FULL BATT INSUL.

7

A7.5

2' - 1"

18 GA

PLATE AS

REQ'D.

1 1/2"x MIN. 18GA 'Z'

CHANNEL AS REQ'D. 2' - 0"

7.5°

2 1/4"

6"1/2"

CONT. SEALANT &

BACKER ROD

2 1/4"

WEEPS BY ALUM. COMPOSITE

PANELS CONTRACTOR

PRE-FIN. MTL. FLASHING

10"

7 5/8"

9' - 2"


W/ FULL BATT INSUL.

(R-19) & 3 5/8" MTL. STUD

BRACES @ 32" O.C.

2" RIGID INSUL. (R-11)

ON 2" GALV. 'Z'

FURRING @ 16" O.C.


ON 1/2" FIBERGLASS

GYP. SHEATHING

ADHERED STONE

VENEER

OVER MORTAR BED

& MTL. LATH

PRE-FIN. ALUM.

STOREFRONT

SYSTEM W/ 1" INSUL.

GLASS, SEE SPEC'S.

WINDOW R.O.

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1"

INSUL. GLASS, SEE

SPEC'S.

1' - 4 1/8" 6 1/4" 5" 4 1/2"2 1/4"

7" 6"

1/2"

2"2 1/2"

STL. TUBES

FRAMING & CLIP

ANGLE, SEE

STRUCT. DWGS.

6" MTL. STUDS @

16" O.C. W/ FULL

BATT INSUL. (R-19) &

3 5/8" MTL. STUD

BRACES @ 32" O.C.

8"

DRFIT CLIP ANGLES,

SEE STRUCT. DWGS.

STONE VENEER

PILASTER BEYOND

CORNER BEAD

5/8" GYP. BD.

PLAS. LAM. ON 3/4"

SUBSTRATE

10 1/8" 6" 1' - 6"

WEEP SCREED & MTL.

FLASHING

PLASTER SOFFIT W/

MTL. LATH ON


ON 1/2" FIBERGLASS

GYP. SHEATHING

2' - 6"

5' - 6"

CL

6" MTL. STUDS @

16" O.C.

10 1/8"

(2" @ STAIR 5)

3 1/2"

6"

CONC. FOUNDATION

WALL & COMPOSITE

CONC. FLOOR, SEE

STRUCT. DWGS.

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS

DAMP PROOFING

OVER CONC.

FOUNDATION WALL

DRAINAGE BOARD

FIN. GRADE, SEE

CIVIL DWGS.

3 1/2"

3/4"

CONC. FOUNDATION

WALL W/ CHAMFER

EDGE, SEE STRUCT.

DWGS.


W/ 3 5/8" MTL. STUD

KICKERS @ 32" O.C. &

FULL BATT INSUL.

MEMBRANE FLASHING

SET IN MASTIC W/

CONT. LAP SEALANT

PRE-FIN. ALUM. STOREFRONT

SYSTEM W/ 1" INSUL. GLASS,

SEE SPEC'S.

11 1/4" 4 1/2" 1' - 2 1/4"

2' - 6"



ON RIGID INSUL. & 3" MTL.



STL. BEAM W/ 1 HR

FIRE RATED SPRAY-ON

FIRE PROOFING (TYP.),

SEE STRUCT. DWGS.

2' - 1"

8" MIN.

MIN. 18 GA PLATE AS REQ'D.

ALUM. COMPOSITE FASCIA

& SOFFIT SYSTEM ON



SHEATHING & 4" MTL.

STUDS @ 16" O.C.

PRE-FIN. ALUM. ROOF

EDGE FLASHING W/

CONT. CLEAT

WEEPS, EXTRUSION


COMPOSITE PANELS

CONTRACTOR

STL. TUBE & CLIP ANGLES,

SEE STRUCT. DWGS.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.

CONT. SEALANT &

BACKER ROD

2' - 0"

1/2" 6"

2 1/4"

2 1/4"

PRE-FIN. MTL.

FLASHING

CL

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.5

WALL SECTION DETAILS

29284-0001

11/18/2016

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1 1/2" = 1'-0"

TYP. ROOF EDGE DTL.1

1 1/2" = 1'-0"

TYP. SLAB EDGE DTL.2

1 1/2" = 1'-0"

SOFFIT DTL. @ 2nd FLOOR3

1 1/2" = 1'-0"

STAIR TOWER ROOF SEC.4

1 1/2" = 1'-0"

SOFFIT DTL. @ STAIR TOWER5

1 1/2" = 1'-0"

CURTAIN WALL SILL @ FOUNDATION WALL6 1 1/2" = 1'-0"

STAIR TOWER ROOF SEC.7 N

OT FOR CONSTRUCTION FOR REFERENCE ONLY




1' - 8" 2' - 0" 2' - 0" 10 1/8" 5"

2"

8"

4"

8"

1' - 6"

1' - 6"

8"

2 1/2"

6"2 1/2"

4" MIN.

4"

1/2"

3 1/2"

11" 6"

1/2"

2 1/2"

T.O. STAIR LANDING

@ 2nd FLOOR


(SMOOTH SURFACE)

OVER MORTAR BED &

MTL. LATH



SHEATHING


W/ 3 5/8" MTL. STUD

BRACES @ 32" O.C.


OVER MORTAR BED &

MTL. LATH



GLASS & INTEGRATED

SUNSHADE, SEE SPEC'S.

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

STL. BEAM W/ 2 HR FIRE

RATED SPRAY-ON FIRE

PROOFING, SEE STRUCT.

DWGS.

STL. BEAM W/ 2 HR

FIRE RATED

INTUMESCENT

COATING, SEE

SPEC'S. & STRUCT.

DWGS.

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

WEEP SCREED

STONE VENEER

PILASTER BEYOND


OVER MORTAR BED &

MTL. LATH

4" MAX.

WOOD TILE PAVER &

PEDESTAL FLOOR SYSTEM,

SEE SPEC'S., FLOOR SYSTEM

CONTRACTOR TO PROVIDE

WATERTIGHT AT ALL ROOFING

PENETRATIONS AS REQ'D.

ROOFING TERMINATION

BAR



ON TAPERED RIGID INSUL. W/

1/4" PER FOOT SLOPE

STL. BENT PLATE & CONC.

CURB, SEE STRUCT. DWGS.



BARRIER ON 1/2"


3 5/8" MTL. STUDS

RUNNER & HANGER

@ 24" O.C. EA. WAY

W/ 2 1/2" KICKERS

@ 48" O.C.

ATTACHED TO

STRUCT. ABOVE

MEMBRANE FLASHING

SET IN MASTIC W/ CONT.

LAP SEALANT

2 1/4" x 1/2" THICK

STL. POST W/ 1/4"

DIA. S.S. CABLES @

4" O.C. MAX.

WD. GUARD RAIL,

STAINED.

3' - 6"

SLIP CONNECTION

BRACKETS BY

CURTAIN WALL

CONTRACTOR

ALUM. ANGLE

FASTENED TO

MULLIONS & EXTEND

2" OVER FLOOR

SLAB, FIN. TO MATCH

CURTAIN WALL

CLCL

WEEP

SCREED

PRE-FIN. MTL. ENCLOSURE

TRIM W/ DRIP

CLIP ANGLE, SEE

STRUCT. DWGS.

1 1/2"x MIN. 18GA 'Z'

CHANNEL AS REQ'D.

ADHERED STONE

VENEER (SMOOTH

SURFACE)

OVER MORTAR BED

& MTL. LATH

AIR/MOISTURE

BARRIER ON 1/2"

FIBERGLASS GYP.

SHEATHING

6" MTL. STUDS @

16" O.C. W/ 3 5/8"

MTL. STUD BRACES

@ 32" O.C.

ADHERED STONE

VENEER

OVER MORTAR BED

& MTL. LATH

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

STL. BEAM W/ 2 HR

FIRE RATED SPRAY-

ON FIRE PROOFING,

SEE STRUCT. DWGS.

WEEP SCREED

ADHERED STONE

VENEER

OVER MORTAR BED &

MTL. LATH

WOOD TILE PAVER & PEDESTAL FLOOR

SYSTEM, SEE SPEC'S., FLOOR SYSTEM

CONTRACTOR TO PROVIDE WATERTIGHT

AT ALL ROOFING PENETRATIONS AS REQ'D.

ROOFING

TERMINATION BAR



TAPERED RIGID INSUL. W/ 1/4" PER

FOOT SLOPE

CURVED STL. BENT

PLATE & CONC. CURB,

SEE STRUCT. DWGS. &

2nd FLOOR PLAN



BARRIER ON 1/2"


3 5/8" MTL. STUDS RUNNER &

HANGER @ 24" O.C. EA. WAY

W/ 2 1/2" KICKERS @ 48" O.C.

ATTACHED TO STRUCT.

ABOVE

MEMBRANE FLASHING SET IN MASTIC

W/ CONT. LAP SEALANT

2 1/4" x 1/2" THICK

STL. POST W/ 1/4"

DIA. S.S. CABLES @

4" O.C. MAX.

WD. GUARD RAIL,

STAINED.

3' - 4"

1' - 0"

2 1/2"6"

2 1/2"

4" MIN.

4"

1/2"

3 1/2"

11"6"

1/2"

2 1/2"

3' - 6"

CL

T.O. PAVER FLOOR

WEEP SCREED

PRE-FIN. MTL.

ENCLOSURE TRIM

W/ DRIP

8"

1' - 6"

1' - 6"

8"

CLIP ANGLE, SEE

STRUCT. DWGS.

1 1/2"x MIN. 18GA 'Z'

CHANNEL AS REQ'D.

T.O. 2nd FLOOR

SLAB



GLASS, SPANDREL &

INTEGRATED SUNSHADE

STL. BEAM W/ 2 HR

FIRE RATED SPRAY-

ON FIRE PROOFING,

SEE SPEC'S. &

STRUCT. DWGS.

SLIP CONNECTION

BRACKETS BY CURTAIN

WALL CONTRACTOR

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

ALUM. ANGLE

FASTENED TO

MULLIONS & EXTEND

2" OVER FLOOR

SLAB, FIN. TO MATCH

CURTAIN WALL

2' - 0"

11 7/8" 2" 10 1/8"

SPANDREL

SAFING BATT INSUL. W/

WIRE MESH SUPPORT TO

MAINTAIN 1" CLEAR FROM

FACE OF SPANDREL

1"

SAFING INSULATION W/

RETAINER

CL

T.O. 3rd FLOOR

SLAB

8"

5 1/4"

1' - 6"

1 3/8" 7 1/4" 9 3/8"

SPRAY FOAM INSUL. (MIN.

R-30) ON UNDERSIDE OF

COMPOSITE FLOOR SLAB

COMPOSITE

CONC. FLOOR

SLAB, SEE

STRUCT. DWGS.


RATED SPRAY-ON FIRE


DWGS.

WOOD TILE PAVER & PEDESTAL FLOOR SYSTEM, SEE

SPEC'S., FLOOR SYSTEM CONTRACTOR TO PROVIDE

WATERTIGHT AT ALL ROOFING PENETRATIONS AS REQ'D.

ROOFING

TERMINATION BAR

FULLY ADHERED SINGLE-PLY ROOFING ON 1/2"

COVER BD. ON TAPERED RIGID INSUL. W/ 1/4"

PER FOOT SLOPE

MEMBRANE FLASHING SET IN MASTIC W/

CONT. LAP SEALANT

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

PRE-FIN. ALUM.

CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS

CL

4" MIN.

8"

1' - 6"

1' - 6"

8"

WINDOW R.O.

1' - 0 3/8"

5/8"

6"

1/2"

2"1"1 1/2"

1 3/8"

7 1/4"

STL. BEAM W/ 2 HR

FIRE RATED SPRAY-ON

FIRE PROOFING, SEE

STRUCT. DWGS.

ADHERED STONE

VENEER (SMOOTH

SURFACE)

OVER MORTAR BED

& MTL. LATH

5/8" GYP. BD. ON 6"


W/ 3 5/8" MTL. STUD

BRACES @ 32" O.C.

ADHERED STONE

VENEER

OVER MORTAR BED

& MTL. LATH

ADHERED STONE

VENEER

OVER MORTAR

BED & MTL. LATH

ROOFING

TERMINATION BAR

STL. BENT PLATE &

CONC. CURB, SEE

STRUCT. DWGS.

2 1/4" x 1/2" THICK STL. POST

W/ 1/4" DIA. S.S. CABLES @

4" O.C. MAX.


ON 2" GALV. 'Z'

FURRING @ 16" O.C.

AIR/MOISTURE

BARRIER ON 1/2"

FIBERGLASS GYP.

SHEATHING


WALL SYSTEM W/ 1"

INSUL. GLASS

CL

4" MIN.

8"

1/2"

3 1/2"

5 1/4"

T.O. PAVER FLOOR

WEEP SCREED

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.6


29284-0001

11/18/2016

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1 1/2" = 1'-0"

2nd FLOOR PATIO OPENING DTL.1 1 1/2" = 1'-0"

2nd FLOOR PATIO EDGE DTL.2

1 1/2" = 1'-0"

SLAB EDGE @ CURTAIN WALL3

1 1/2" = 1'-0"

3rd FLOOR PATIO DTL.4

1 1/2" = 1'-0"

3rd FLOOR PATIO EDGE DTL.5





1' - 0 3/8" 5/8" 6" 3 5/8"

1/2"

1' - 6 7/8" 2' - 0"

3rd FLOOR SLAB

1' - 0 1/2"

1/2"

(@ H.P.)

6"

4 1/2"

2' - 10 1/4"

4' - 0"

1' - 0 3/8"

5/8"

6"

1/2"

2' - 11 1/2" 6"



16" O.C.



SHEATHING


STL. CLIP ANGLE,

SEE STRUCT. DWGS.

FIRE SAFING INSUL.

W/RETAINER


OVER MORTAR BED &

MTL. LATH


OVER MORTAR BED &

MTL. LATH

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS, SEE SPEC'S.

PRE-FIN. ALUM.

CURTAIN WALL

SYSTEM W/ 1" INSUL.

GLASS, SEE SPEC'S.

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

ROLLER SHADE,

SEE SPEC'S.

STL. BEAM W/ 2 HR

FIRE RATED

SPRAY-ON FIRE

PROOFING, SEE

STRUCT. DWGS.

6" MTL. STUDS

@ 16" O.C. W/3

5/8" MTL.

STUD BRACES

@ 32" O.C.

WINDOW R.O.

WINDOW R.O.

1' - 1 7/8" 10 1/8" 3' - 6"

7' - 8 3/4"

3' - 8 3/4" 6" MTL. STUDS @ 16" O.C.

W/3 5/8" MTL. STUD

BRACES @ EA. STUD

3 5/8" MTL.

STUDS @ 16" O.C.

W/ 18GA MTL.

STRAPS TO 6"

MTL. STUDS

PRE-FIN. MTL.

COPING/FLASHING (2


ON 3/4" PLYWOOD

FULLY ADHERED

SINGLE-PLY ROOFING

ON 1/2" COVER BD.

TAPERED INSUL. & 1 1/2"

MTL. DECK

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.

MEMBRANE FLASHING


LAP SEALANT

PLASTER SOFFIT W/ MTL. LATH ON

AIR/MOISTURE BARRIER ON 1/2"

FIBERGLASS GYP. SHEATHING & 6"


WEEP SCREED & MTL.

FLASHING

4" MIN.

4" MIN.

1/2" FIBERGLASS

GYP. SHEATHING

1/2" FIBERGLASS

GYP. SHEATHING

1' - 3 3/8"

7 1/4"

3' - 7 3/8"

CL

CL

CONT. MIN. 18 GA

CORNER BENT PLATE

AS REQ'D.

STL. CLIP ANGLE,

SEE STRUCT. DWGS.


ATTACHED TO 6" MTL.

STUDS AS REQ'D.

3 5/8" MTL. STUD

BRACES @ 32" O.C.PLASTER SOFFIT W/ MTL.


BARRIER ON 1/2"


6" MTL. STUDS @

16" O.C. W/ 3 5/8"

MTL. STUD BRACES

@ 32" O.C. & FULL

BATT INSUL.(R-21)

1/2" FIBERGLASS

GYP. SHEATHING


(SMOOTH SURFACE)

OVER MORTAR BED &

MTL. LATH



16" O.C.



SHEATHING


STL. CLIP ANGLE @ EA.

STUD, SEE STRUCT. DWGS.


OVER MORTAR BED & MTL.

LATH


OVER MORTAR BED &

MTL. LATH

WINDOW R.O.

6"

1/2"

2" 1" 1 1/2"

5"

T.O. PERIMETER STEEL

3 5/8" MTL. STUDS

BRACES @ 32" O.C.

W/CLIP ANGLES TO BEAM

PRE-FIN. MTL.

COPING/FLASHING (2


ON 3/4" PLYWOOD

FULLY ADHERED SINGLE-PLY ROOFING ON 1/2"

COVER BD. ON MIN. R-40 RIGID TAPERED INSUL.

& 3" MTL. DECK W/ 1 HR FIRE RATED SPRAY-ON

FIRE PROOFING

ROLLER SHADE,

SEE SPEC'S.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.



STL. BEAM W/ 1 HR

FIRE RATED SPRAY-

ON FIRE PROOFING,

SEE STRUCT. DWGS.

5' - 5 3/4"

1' - 1 7/8" 10 1/8" 3' - 5 3/4"

8"

1' - 6"

1' - 6"

8"

10 1/4"

9 1/4"

5 1/2"

1/2"

WEEP SCREED & MTL.

FLASHING

PRE-FIN. ALUM. CURTAIN WALL SYSTEM

W/ 1" INSUL. GLASS & INTEGRATED

SUNSHADE, SEE SPEC'S.

CL


ATTACHED TO 6" MTL.

STUDS AS REQ'D.

8" MIN.

1' - 1" 11"

CL

MTL. STUD KICKERS

TO STRUCT. ABOVE,

SEE STRUCT. DWGS.

CONT. MIN. 18 GA CORNER

BENT PLATE AS REQ'D.


10 1/8" 3' - 6"

CONC. FOUNDATION

& FOOTING, SEE

STRUCT. DWGS.


WALL SYSTEM W/ 1"

INSUL. GLASS

STONE VENEER

PILASTER BEYOND

FIN. GRADE, SEE

CIVIL DWGS.

CONC. SLAB ON

VAPOR BARRIER &

GRANULAR BASE, SEE

STRUCT. DWGS.5

A7.7

3/4"

3 1/2"

CHAMFER EDGE,

SEE STRUCT. DWGS.

T.O. 2nd FLOOR SLAB


RATED SPRAY-ON FIRE

PROOFING, SEE SPEC'S.

& STRUCT. DWGS.

COMPOSITE CONC.

FLOOR SLAB, SEE

STRUCT. DWGS.

CL


ON 2" GALV. 'Z'

FURRING @ 16" O.C.


ON 1/2" FIBERGLASS

GYP. SHEATHING & 6"


ADHERED STONE

VENEER

OVER MORTAR BED

& MTL. LATH

STL. TUBES & SLIP

CLIP ANGLE @ EA.

STUD, SEE STRUCT.

DWGS.

5'-6".

6" 11 7/8" 3'-7 1/8". 6"

1/2"

2" 2 1/2"

5/8" GYP. BD. ON 3

5/8" MTL. STUDS

FURRING, SEE

PART. TYPES

BATT INSUL. (R-19)

SECURE BATT

INSUL. (R-19) W/

WIRE MESH

5/8" GYP. BD. ON 3

5/8" MTL. STUDS

FURRING, SEE

PART. TYPES

2 HR FIRE RATED SHAFT

WALL, SEE PART. TYPES

1/2"

1 1/2" X MIN. 18GA 'Z'

CHANNEL AS REQ'D.

CONC. FOUNDATION

& FOOTING, SEE

STRUCT. DWGS.

FIN. GRADE, SEE

CIVIL DWGS.

CONC. SLAB ON

VAPOR BARRIER &

GRANULAR BASE, SEE

STRUCT. DWGS.



SHEATHING



OVER MORTAR BED &

MTL. LATH

WEEP SCREED & MTL.

FLASHING

6"

1/2"

2" 2 1/2"

3/8"

3/4"

1 1/2"

3 1/2"

CHAMFER

EDGE, SEE

STRUCT. DWGS.Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.7


29284-0001

11/18/2016

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1 1/2" = 1'-0"

SOFFIT DTL. @ STONE VENEER PILASTER1

1 1/2" = 1'-0"

SOFFIT DTL. ABOVE ENTRANCE2





1 1/2" = 1'-0"

CURTAIN WALL SILL DTL.3

1 1/2" = 1'-0"

SLAB EDGE @ STONE VENEER PILASTER4 1 1/2" = 1'-0"

FLOOR EDGE @ STONE VENEER5

T.O. STAIR LANDING

EL. 148'-4 1/2"






T.O. PERIMETER STL.

EL. 147'-10 1/4"

1' - 0"

6 1/4"

1 1/2"

8"

2 HR FIRE RATED PARTITION,

SEE PART. TYPES

LIGHT GA. MTL. FLUTE COVER

PLATE, CUT TO PROFILE OF DECK

STL. BEAM W/ 1 HR FIRE RATED

SPRAY-ON FIRE PROOFING, SEE

STRUCT. DWGS.

2 HR FIRE RATED


SLAB & CONC. CURB, SEE

STRUCT. DWGS.

PRE-FIN. ALUM. FLUSH/REVEALWALL

PANELS ON AIR/MOISTURE BARRIER

ON 5/8" TYPE 'X' FIBERGLASS GYP.

SHEATHING

CONT. CLOSURE CHANNEL &

SEALANT & BACKER ROD

(2) LAYERS OF 5/8" TYPE

'X' GYP. BD. 0N INTERIOR

SIDE OF 6" MTL. STUDS & (1)

LAYER OF 5/8" TYPE 'X'

GYP. BD. ON EXTERIOR SIDE


W/ FULL BATT INSUL.

5/8"5/8"6"

5/8"5/8"

1"

PRE-FIN. MTL. COUNTER

FLASHING (2-PIECES)



4" MIN. CL

FILL VOID W/

SAFING INSUL.

8" MIN.

CONT. FIRE SEALANT



STRUCT. DWGS.

CONT. 'Z' CHANNEL

AS REQ'D.

CL

6 1/4"

PRE-FIN. ALUM. FLUSH/REVEAL WALL


ON 5/8" TYPE 'X' FIBERGLASS GYP.

SHEATHING



ON RIGID INSUL. & 3" MTL. DECK

W/ 1 HR FIRE RATED SPRAY-ON

FIRE PROOFING

PRE-FIN. ALUM. FLUSH/REVEAL SOFFIT

PANELS OVER AIR/MOISTURE BARRIER

ON 1/2" FIBERGLASS GYP. SHEATHING

MEMBRANE FLASHING

SET IN MASTIC W/

CONT. LAP SEALANT

CONT. CLEAT & DRIP

BY ALUM. FASCIA

CONTRACTOR

STL. CLIP ANGLES,

SEE STRUCT. DWGS.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.

PRE-FIN. MTL. ROOF

EDGE FLASHING & 4" X 4"

GUTTER & DOWN SPOUT

PRE-FIN. ALUM. RAKE

FASCIA ON AIR/MOISTURE

BARRIER ON 3/4"

PLYWOOD & 4" MTL.

STUDS @ 16" O.C. & 2 1/2"

KICKERS @ 32" O.C.

(2) LAYERS OF 5/8" TYPE

'X' GYP. BD. 0N INTERIOR

SIDE OF 6" MTL. STUDS & (1)

LAYER OF 5/8" TYPE 'X'

GYP. BD. ON EXTERIOR SIDE


W/ FULL BATT INSUL.

CONT. 'Z'

CHANNEL AS

REQ'D.

5/8"5/8" 6"

5/8"5/8"

1" 2' - 0"

CONT. FIRE SEALANT

EA. SIDE



STRUCT. DWGS.

8" MIN.

CONT. CLOSURE

CHANNEL & SEALANT &

BACKER RODCONT. CORNER CLOSURE

TRIM BY PRE-FIN. ALUM.

PANELS CONTRACTOR

9 1/2"

CL

PRE-FIN. ALUM. FLUSH/REVEAL

WALL PANELS ON AIR/MOISTURE

BARRIER ON 1/2" FIBERGLASS

GYP. SHEATHING

FULLY ADHERED SINGLE-PLY ROOFING

ON 1/2" COVER BD. ON RIGID INSUL. & 3"

MTL. DECK W/ 1 HR FIRE RATED SPRAY-

ON FIRE PROOFING


/ SOFFIT PANELS OVER



SHEATHING




SEE STRUCT. DWGS.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.

PRE-FIN. MTL. ROOF

EDGE FLASHING

5/8" GYP. BD. ON 6"


W/ FULL BATT INSUL.

CONT. SEALANT

BOTH SIDES


RATED SPRAY-ON FIRE


DWGS.

PRE-FIN. MTL. FLASHING &

CONT. SEALANT & BACKER

ROD

1 1/2" 'Z' CHANNEL AS REQ'D.

8" MIN.

CL

9 3/4"

1/2"

6"

5/8"

7 1/8"

WEEPS, EXTRUSION CLIPS &

SHIM BY ALUM. COMPOSITE

PANELS CONTRACTOR

2' - 0"

CL




DECK W/ 1 HR FIRE RATED SPRAY-

ON FIRE PROOFING


RATED SPRAY-ON FIRE


DWGS.

2 HR FIRE RATED


SLAB & CONC. CURB, SEE

STRUCT. DWGS.

PRE-FIN. ALUM. FLUSH/REVEALWALL





5/8" GYP. BD. ON 6" MTL.


BATT INSUL.


FLASHING (2-PIECES)


MASTIC W/ CONT. LAP SEALANT8"

7 1/8"5/8"6"

1/2"

1"

4" MIN.BOILER ROOM

EL. 148'-4 1/2"

T.O. PERIMETER STL.

EL. 147'-10 1/4"8"

LIGHT GA. MTL.

FLUTE COVER

PLATE, CUT TO

PROFILE OF DECK

FILL VOID W/ SAFING INSUL.

CONT. CAULKING & 'J' TRIM



PRE-FIN. ALUM. STOREFRONT SYSTEM

W/ 1" INSUL. GLASS, SEE SPEC'S.



ON RIGID INSUL. & 3" MTL.




RATED SPRAY-ON FIRE

PROOFING (TYP.), SEE

STRUCT. DWGS.

18 GA PLATE AS

REQ'D.

PRE-FIN. ALUM. RAKE

FASCIA ON


ON 3/4" PLYWOOD & 4"

MTL. STUDS @ 16" O.C. W/

3 5/8" MTL. STUD

KICKERS @ 32" O.C.

PRE-FIN. ALUM. FLUSH/REVEAL SOFFIT

PANELS OVER AIR/MOISTURE BARRIER


1' - 1" 11 1/4" 4 1/2" 1' - 2 1/4"

2' - 6"

8" MIN.


& SOFFIT SYSTEM ON



SHEATHING & 4" MTL.

STUDS @ 16" O.C.

PRE-FIN. ALUM. ROOF

EDGE FLASHING W/

CONT. CLEAT

WEEPS, EXTRUSION


COMPOSITE PANELS

CONTRACTOR


SEE STRUCT. DWGS.

2x WD. BLOCKING W/

3/8" DIA. ANCHOR

BOLTS @ 4'-0" O.C.

CONT. SEALANT &

BACKER ROD

2' - 0"

1/2" 6"

2 1/4"

2 1/4"

PRE-FIN. MTL. FLASHING

8" MIN.

CONT. CLEAT & DRIP BY

ALUM. FASCIA CONTRACTOR

2' - 2"

STL. BENT PLATE &

CLIP ANGLES, SEE

STRUCT. DWGS.

CL

SLOPE STL.

EL. VARIES

CL




DECK W/ 1 HR FIRE RATED SPRAY-

ON FIRE PROOFING



STRUCT. DWGS.

PRE-FIN. ALUM.

FLUSH/REVEALWALL

PANELS ON


ON 1/2" FIBERGLASS

GYP. SHEATHING & 6"



ON 2" GALV. 'Z'

FURRING @ 16" O.C.


ON 1/2" FIBERGLASS

GYP. SHEATHING

ADHERED STONE

VENEER

OVER MORTAR BED

& MTL. LATH

WEEP SCREED & MTL.

FLASHING

1' - 6"

1' - 1 7/8"

5 1/2" 1"

1/2"

6"

1/2"

2" 2 1/2"




FLASHING (2-PIECES)

MEMBRANE FLASHING


LAP SEALANT

STL. CHANNEL, SEE

STRUCT. DWGS.

4" MIN. 8" MIN. 3/8"

BATT INSUL.

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A7.8


29284-0001

11/18/2016

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1 1/2" = 1'-0"

CONC. CURB DTL. @ STAIR PENTHOUSE1

1 1/2" = 1'-0"

STAIR TOWER ROOF OVERHANG2





1 1/2" = 1'-0"

BOILER RM. ROOF OVERHANG4

1 1/2" = 1'-0"

CONC. CURB @ BOILER RM.3

1 1/2" = 1'-0"

ROOF @ CLERESTORY WING WALL6

1 1/2" = 1'-0"

CONC. CURB @ CLERESTORY5

UP

DN

UP

DN

DN

UP

DN

UP

32

2

A9.2

1

A9.2

C

STAIR5

1' - 6" 1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4"

1' - 6" 7' - 6 3/4" 13 TREADS @ 11" = 11'-11" 7' - 0 1/4"

6 1/8"

1/2"

5' - 4"

6 5/8"

5' - 4"

10 1/2"

32

2

A9.2

1

A9.2

C

STAIR5

1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4" 1' - 6"

6' - 0 3/4" 13 TREAD @ 11" = 11'-11" 7' - 0 1/4"

6 1/8"

1/2"

5' - 4"

6 5/8"

5' - 4"

10 1/2"

32

2

A9.2

1

A9.2

CSTAIR

5

1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11'-11" 6' - 1 1/4"

1' - 6" 1' - 6" 6' - 0 3/4" 13 TREADS @ 11" = 11'-11" 7' - 0 1/4"

10 1/2"

5' - 4"

6 5/8".

5' - 4"

1/2"

6 1/8"

6' - 11 7/8"

3

D

2

2

A9.2

1

A9.2

C

STAIR5

BOILER ROOM401

6 1/8"

1/2"

5' - 4"

6 5/8".

5' - 4"

10 1/2"

2' - 7 7/8"

2 3/4"

1' - 6" 1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12'-10" 5' - 2 1/4" 1' - 6" 1' - 6"

14 TREADS @ 11" = 12'-10" 6' - 1 1/4"

32

2

A9.2

1

A9.2

C

STAIR5

1' - 3"1' - 6" 9' - 8 3/4" 9 TREADS @ 11" = 8'-3" 7' - 0 1/4" 1' - 6"

1' - 3"

13 TREADS @ 11" = 11'-11" 6' - 1 1/4"

6 1/8"

1/2"

5' - 4"

6 5/8"

5' - 4"

8 7/8"

1' - 2"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

ARCHITECT



CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A9.1

STAIR PLANS, SECTIONS,AND DETAILS

29284-0001

11/18/2016

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1/4" = 1'-0"

FIRST FLOOR - STAIR D PLAN2

1/4" = 1'-0"

SECOND FLOOR - STAIR D PLAN3

1/4" = 1'-0"

THIRD FLOOR - STAIR D PLAN4

1/4" = 1'-0"

ROOF - STAIR D PLAN5

1/4" = 1'-0"

LOWER LEVEL - STAIR D PLAN1








LOWER LEVEL86' - 0"


2

A9.2


C


15 EQ. RISERS = 8' - 6 1/4"

15 EQ. RISERS = 8' - 6 1/4"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 7' - 11"

10 EQ. RISERS = 6' - 1"

10 1/2"

TO STRINGER)

5' - 4" (STRINGER

6 5/8"TO STRINGER)

5' - 4" (STRINGER

1/2"

6 1/8"

3' - 0 1/8"




LOWER LEVEL86' - 0"

32


1

A9.22

A6.1



15 EQ. RISERS = 8' - 6 1/4"

15 EQ. RISERS = 8' - 6 1/4"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 2"

= 5'-10"

10 EQ. RISERS

6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4"

6' - 1 1/4"13 TREADS @ 11" = 11' - 11"6' - 11 3/4"

6' - 1 1/4"13 TREADS @ 11" = 11' - 11"6' - 11 3/4"

6' - 1 1/4"13 TREADS @ 11" = 11' - 11"8' - 6 3/4"

2' - 10"

8"

1 1/2"1 1/2"

12GA STL. PAN

W/ CONC. FILL

1 1/2"

3"3"

STAIR STRINGER C12X25,

SEE STRUCT. DWGS.

2 1/4" x 1/2" THICK

POSTS @ 4'-0" O.C. MAX.,

WELDED TO STRINGER

TYP.

3 1/2"

3 1/4"

3 1/2"

4"

3 1/2"

1/4" DIA. S.S. CABLE RAILS

(TYP.)

3 1/4"

1 1/2" DIA. RAILS

BRACKETS WELD TO

POSTS

CONT. 2 1/4" x 1/4"

THICK STL. PLATE

WOOD GUARD RAIL W/ 1/8"

EASED EDGES (STAIN)

ALL EXPOSED STEEL AT

STAIR TO BE PAINTED.

NO PAINT ON S.S.

CABLE RAILS

1' - 0"

11"1"

1"2 1/4"

1"2 1/4"

WELD, TYP.

12 GA STL.

PAN & RISERWELD

ABRASIVE NOSING

INSERT W/ CONTRASTING

COLOR, SEE SPEC'S.

1/2" RADIUS,

TYP.

STL. STRINGER

C12X25, SEE

STRUCT. DWGS.

1' - 0"

1 1/2"

1 1/4" X 1/4" STL.

BARS, TYP.

2 1/2"

CONC.

FILL

1 1/2"

2' - 10"

1' - 0"

1' - 0"

2' - 10"

EXTENSION

AT TOP

RUN

EXTENSION

AT BOTTOM

RUN

1 1/2" DIA. HANDRAIL,

RETURN ENDS BACK TO

WALL W/ 2" RADIIUS

HANDRAIL

BRACKETS @

5'-0" O.C. MAX.

(PROVIDE

BLOCKING IN

WALL AS REQ'D.)

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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1 2 3 4 5

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Title:

Revisions:

NEWGROUND

A9.2


29284-0001

11/18/2016

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1/4" = 1'-0"

STAIR D CUT SECTION1 1/4" = 1'-0"

STAIR D CROSS SECTION2





1 1/2" = 1'-0"

STAIR GUIDE RAIL / HAND RAIL3

3" = 1'-0"

TYP. TREAD & RISER4

3/4" = 1'-0"

TYP. HANDRAIL @ WALL5

UP

UP

DN

DN

6 7

D

2

A9.6

1

A9.6

STAIR2

1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6" 1' - 6"

6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4"

6 1/8"

1/2"

5' - 4"

4 3/4"

5' - 4"

10 1/2"

6 7

D

2

A9.6

1

A9.6

STAIR2

6 1/8"

1/2"

5' - 4"

4 3/4"

5' - 4"

10 1/2"

1' - 6" 6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6"

6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4"

6 7

D

2

A9.6

1

A9.6

STAIR2

1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6"

6' - 0 3/4" 14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"

6 1/8"

1/2"

5' - 4"

4 3/4"

5' - 4"

10 1/2"

6 7

D

E

2

A9.6

1

A9.6

STAIR2

1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4" 1' - 6"

14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"

2' - 10 1/4"

10 1/2"

5' - 4"

4 3/4"

5' - 4"

1/2"

8 1/2"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

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A

1 2 3 4 5

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Title:

Revisions:

NEWGROUND

A9.5


29284-0001

11/18/2016

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1/4" = 1'-0"

FIRST FLOOR - STAIR B PLAN1

1/4" = 1'-0"

SECOND FLOOR - STAIR B PLAN2

1/4" = 1'-0"

THIRD FLOOR - STAIR B PLAN3

1/4" = 1'-0"

ROOF - STAIR B PLAN4







SECOND FLOOR

116' - 0"

6 7


PERIMETER T.O.S.

147' - 10 1/4"

2

A9.6

T.O. STAIR LANDING

148' - 4 1/2"

15 EQ. RISERS = 8' - 6 1/4"

15 EQ. RISERS = 8' - 6 1/4"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 0"



SECOND FLOOR

116' - 0"

D


PERIMETER T.O.S.

147' - 10 1/4"

1

A9.6


6 1/8"

1/2"

TO STRINGER)

5' - 4" (STRINGER

4 3/4"TO STRINGER)

5' - 4" (STRINGER 10 1/2"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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1 2 3 4 5

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Title:

Revisions:

NEWGROUND

A9.6


29284-0001

11/18/2016

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1/4" = 1'-0"

STAIR B SECTION1 1/4" = 1'-0"

STAIR B CROSS SECTION2





UP

5.7 6 7 7.3

M

N

3

A9.7

3

A9.8

STAIR3

6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6" 1' - 6"

6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6"

10 1/2"

5' - 4"

4 3/4".

5' - 4"

1/2"

6 1/8"

5.7 6 7 7.3

M

N

3

A9.7

3

A9.8

STAIR3

ADHERED SINGLE-PLY

ROOFING ON COVER BD.

& TAPERED INSUL. W/ 1/4"

PER FT. SLOPE

WOOD TILE

PAVERS/PEDESTAL

FLOOR SYSTEM

WOOD TILE

PAVERS/PEDESTAL

FLOOR SYSTEMR.D. O.D. O.D. R.D.

OPEN TO BELOW

. .

.

.

..

.

.

6' - 0 3/4" 13 TREADS @ 11" = 11' - 11" 7' - 0 1/4" 1' - 6" 1' - 6"

6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4"

10 1/2"

5' - 4"

4 3/4"

5' - 4"

1/2"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

M

N

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

3

A9.8

T.O. STAIR LANDING

148' - 4 1/2"

15 EQ. RISERS = 8' - 6 1/4"

15 EQ. RISERS = 8' - 6 1/4"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 0"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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1 2 3 4 5

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Title:

Revisions:

NEWGROUND

A9.7


29284-0001

11/18/2016

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1/4" = 1'-0"

FIRST FLOOR - STAIR C PLAN1

1/4" = 1'-0"

SECOND FLOOR - STAIR C PLAN2

1/4" = 1'-0"

STAIR C CROSS SECTION3





DN

6 7

L

M

3

A9.7

3

A9.8

STAIR3

1' - 6" 6' - 11 3/4" 13 TREADS @ 11" = 11' - 11" 6' - 1 1/4" 1' - 6"

6' - 0 3/4" 14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"

6 1/8"

1/2"

5' - 4"

4 3/4"

5' - 4"

10 1/2"

6 7

L

M

K

3

A9.7

3

A9.8

STAIR3

1' - 6" 6' - 11 3/4" 14 TREADS @ 11" = 12' - 10" 5' - 2 1/4" 1' - 6"

14 TREADS @ 11" = 12' - 10" 6' - 1 1/4"

5' - 4"

4 3/4"

5' - 4"

1/2"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

67

CLERESTORY

151' - 10"

PERIMETER T.O.S.

147' - 10 1/4"

3

A9.7

T.O. STAIR LANDING

148' - 4 1/2"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 8' - 0"

14 EQ. RISERS = 7' - 8"

14 EQ. RISERS = 7' - 8"

15 EQ. RISERS = 8' - 6 1/4"

15 EQ. RISERS = 8' - 6 1/4"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

D

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B

A

1 2 3 4 5

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B

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CONSULTANTS







Architect:

Checked By:

Drawn By:



Title:

Revisions:

NEWGROUND

A9.8


29284-0001

11/18/2016

A. SPENCER

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1/4" = 1'-0"

THIRD FLOOR - STAIR C PLAN1

1/4" = 1'-0"

ROOF - STAIR C PLAN2

1/4" = 1'-0"

STAIR C SECTION3





3.3

E

1

A9.12

2

A9.12

ELEV. EQPT.B002

ELEV.E A

ELEV.E B

TOILETB010

6"

7 5/8"

9' - 7" (SHAFT)

7 5/8"

9' - 4" 7 5/8" 7' - 8" 7 5/8" 11' - 7 3/8"

3' - 5 1/2"

6"

7 5/8"

5' - 9" (SHAFT)

7 5/8"

3' - 2 3/8"

7 5/8"

3' - 6" 4' - 0"

8' - 8" (SHAFT) 8" 7' - 8" (SHAFT)

3.3

E

1

A9.12

2

A9.12

ELEV.E AELEV.

E B

ELECT.B110

7 5/8"

9' - 7" (SHAFT)

7 5/8"

6"

5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"

8' - 8" (SHAFT)

8"

7' - 8" (SHAFT)

4' - 0"3' - 6"

(SHAFT)

5' - 9"

3.3

E

1

A9.12

2

A9.12

ELEV.E A

ELEV.E B

6"

7 5/8"

9' - 7" (SHAFT)

7 5/8"

5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"

8' - 8" (SHAFT)

8"

7' - 8" (SHAFT)

4' - 0"3' - 6"

1' - 1 5/8"

5' - 9" (SHAFT)

7 5/8"

3' - 10"

3.3

E

1

A9.12

2

A9.12

ELEV.E A

ELEV.E B

6"

7 5/8"

9' - 7" (SHAFT)

7 5/8"

5' - 10 1/2" 3' - 5 1/2" 8' - 11 1/4"

8' - 8" (SHAFT)

8"

7' - 8" (SHAFT)

4' - 0"3' - 6"

5' - 9" (SHAFT)

7 5/8"

3' - 10"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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Title:

Revisions:

NEWGROUND

A9.11

ELEVATOR PLANS,SECTIONS, AND DETAILS

29284-0001

11/18/2016

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1/4" = 1'-0"

LOWER LEVEL - ELEVATOR PLAN1

1/4" = 1'-0"

FIRST FLOOR - NORTH ELEVATORS PLAN2

1/4" = 1'-0"

SECOND FLOOR - NORTH ELEVATOR PLAN3

1/4" = 1'-0"

THIRD FLOOR - NORTH ELEVATOR PLAN4





FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

E

PERIMETER T.O.S.

147' - 10 1/4"

2

A9.12

5' - 0"

FIRST FLOOR

100' - 0"

THIRD FLOOR

131' - 4"

SECOND FLOOR

116' - 0"

LOWER LEVEL

86' - 0"

3.3

PERIMETER T.O.S.

147' - 10 1/4"

1

A9.12

5' - 0"

Issue Date:

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Sheet No.

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Architect:

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Title:

Revisions:

NEWGROUND

A9.12


29284-0001

11/18/2016

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1/4" = 1'-0"

NORTH ELEVATOR SECTION1 1/4" = 1'-0"

NORTH ELEVATORS CROSS SECTION2





5.7

J

4

A9.13

ELEV.E C

7 5/8"9' - 7" (SHAFT)

7 5/8"

6' - 2" 7' - 2 3/4"

12' - 0"

7 5/8"

7' - 8" (SHAFT)

7 5/8"

4' - 0"

6' - 4 1/4"

5.7

J

4

A9.13

ELEV.E C

7 5/8"9' - 7" (SHAFT)

7 5/8"6' - 2" 7' - 2 3/4"

7 5/8"

7' - 8" (SHAFT)

7 5/8"

12' - 0"

4' - 0"

5.7

J

4

A9.13

ELECT.331

ELEV.E C

7 5/8"9' - 7" (SHAFT)

7 5/8"

6' - 2" 7' - 2 3/4"

12' - 0"

7 5/8"

7' - 8" (SHAFT)

7 5/8"

4' - 0"

FIRST FLOOR

100' - 0"



5


5' - 0"

Issue Date:

Project Number:

Sheet No.

1 2 3 4 5

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1 2 3 4 5

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CONSULTANTS







Architect:

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Title:

Revisions:

NEWGROUND

A9.13


29284-0001

11/18/2016

Author

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1/4" = 1'-0"

FIRST FLOOR - SOUTH ELEVATOR PLAN1

1/4" = 1'-0"

SECOND FLOOR - SOUTH ELEVATOR PLAN2

1/4" = 1'-0"

THIRD FLOOR - SOUTH ELEVATOR PLAN PLAN3

1/4" = 1'-0"

SOUTH ELEVATOR SECTION4





STRUCTURAL S1.1 GENERAL NOTES Logix Federal Credit Union Architecturals.pdf · logix federal credit...

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