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Design Review Board (DRB) Staff Report

Façade work including new windows, doors and embellishments renovating the entire exterior

Case # 17-52: The Marshall 676 Marshall Ave. Memphis, TN 38103 Applicant/Owner: Austin Magruder The Marshall, LLC 516 Tennessee St. STE 419 Memphis, TN 38103 Background: The subject property is a 1-story commercial building at the

northeast corner of Marshall Avenue and South Orleans Street in the Edge neighborhood. The 0.28 acre site is bound on the north, west, and south sides by public streets and sidewalks. Built in 1949, the building has been home to a variety of activities ranging from auto-oriented uses to office space. The applicant plans to renovate the property as a mixed-use building with three commercial bays and five apartment units.

The project requires DRB review because it was approved for an EIG grant from the CCDC at its July 19, 2017 CCDC meeting. The property owner was approved for an EIG grant in the amount up to $60,000 to make site enhancements to the property.

Project Description: The full scope of work in this renovation includes the following:

• Exterior painting • New storefronts • Wood rainscreen • Awnings at storefronts • ADA access, grading, and pavers • Entry doors • Exterior lighting • New windows • Trellis • Landing at east entry • Overhead door

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Staff Report: The proposed exterior modifications are consistent with the Downtown Memphis Design Guidelines and DMC priorities of enhancing the pedestrian experience, creating more active storefronts and enhancing the public realm.

The renovation of this building will not only put a vacant building back into productive use, but it will also add to the momentum to steps away from the new public art piece and streetscaping at Monroe and Marshall. This mixed-use building improves interactions with the street, creatively re-envisions a neglected building, and introduces vibrancy to a key block in the Edge. The new windows, doors, and storefronts will indicate the new use and allow a refreshed look to the building. Then the cedar wood rainscreen, trellis, outdoor seating, and silhouettes painting on the east side enhance the public realm and how people can engage with the structure altogether.

Therefore, the proposed permanent improvements to the building enhance the curb appeal, reinforce our design guidelines, and improves a critical connection between the Medical District and the Downtown Core.

Staff Recommendation: Staff recommends approval.

ARCHITECT: Pat Kelley Magruder Architects PA

The Marshall LLCOWNER:

516 Tennessee Street Suite 419Memphis Tn, 38103

Contact:

Phone:

Pat Magruder, Jr., AIA

(870) 735-2757

516 Tennessee Street Suite 419

Phone: 870 735 2757

Memphis Tn, 38103

Email:Contact:

pat@pkmarch.comAustin Magruder

Email: austin@pkmarch.com

KEY PERSONNEL

PROJECT DATA

BUILDING DATA:

SITE DATA:

USE & CONSTRUCTION:

TOTAL BUILDING AREA (SF)

12,370 sq.ft.

Square Feet

MAIN LEVEL

BUILDING:

SITE AREA: .28

Acres

STANDARD PARKING SPACES: 0 5 ON SITE + STREETPARKING

Required Provided

TOTAL

12,936

8836

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE: Type IIB

MAXIMUM HEIGHT / No. of FLOORS: 55FT/4FLOORSALLOWABLE AREA: 16,000 SFFIRE SPRINKLERS: YESFIRE RESISTANCE RATING (HRS)

Structural Frame 0

Bearing Walls. Exterior 0

Bearing Walls. Interior 0

Nonbearing Walls. Ext. 0

Nonbearing Walls. Ext. 0

Nonbearing Walls. Int. 0

Floor Construction 0

Roof Construction 0

Mixed Use: R-2, M, S-1

OCCUPANCY SEPARATION (HRS)

R-2/M 1HR

INDEX TO DRAWINGS

ARCHITECTURAL

DESCRIPTIONNo.

COVER SHEETC0.1

DESCRIPTIONNo.

PROJECT SITENORTH

"I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEENPREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THATTO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS AREAS REQUIRED BY LAW AND IN COMPLIANCE WITH THE ARKANSAS FIREPREVENTION CODE FOR THE STATE OF ARKANSAS"

CERTIFICATION STATEMENT

Pat Kelley Magruder, Jr. Date

NTS

VICINITY MAP

VICINITY MAP

DEMO PLAN

FLOOR PLANS

ROOF PLAN

REFLECTED CEILING PLAN

EXTERIOR ELEVATIONS

BUILDING SECTIONS

ENLARGED UNIT PLANS

INTERIOR ELEVATIONS

ENGLARGED PATIO PLAN

SCHEDULES STOREFRONT AND WINDOW ELEVATIONS

DETAILS

A1.0

A2.0

A2.1

A3.0

A4.0

A5.0

A6.0

A6.1

A7.0

A8.0

A9.0

LOWER LEVEL 4100

PROJECTSITE

SCOPE OF WORK

1)REFER TO CONCEPT BUDGET

12,936 sq.ft.BUILDING AREA:

CIVIL

SURVEY

R-2/S 1HR

08/25/2017

901 355 9045

FIRE PROTECTION

FLOOR PLANS - FIRE PROTECTION

LEGEND NOTES AND DETAILS - FIRE PROTECTION

DETAILS AND SPECIFICATIONS - FIRE PROTECTION

FPS.0

FP3.0

FP3.1

MECHANICAL

FLOOR PLANS - HVAC

ROOF PLAN - HVAC

SCHEDULES DETAILS AND NOTES - HVAC

LEGEND & DETAILS - HVAC

M2.0

M2.1

M3.0

M3.2

PLUMBING

DEMO FLOOR PLANS - PLUMBING

FLOOR PLANS - PLUMBING

FLOOR PLAN - PLUMBING - DOMESTIC WATER

SCHEDULE, LEGEND AND NOTES - PLUMBING

DETAILS - PLUMBING

DETAILS AND SPECIFICATIONS - PLUMBING

RISER DIAGRAMS - PLUMBING

P1.0

P1.1

P1.2

P2.0

P2.1

P2.2

P3.0

(901) 379-9762(901) 379-9763Sean Whitt, P.E.sean@canupeng.com

Bartlett, Tennessee 38133

Fax:Contact:Email:

Phone:

7953 Stage Hills Blvd., Suite 107

(901) 575-2354

jhaltom@haltomengineering.com

Memphis, Tennessee 38103

Email:

Phone:

495 Mulberry Street

(901) 575-3458Fax:Jeff HaltomContact:

ELECTRICALENGINEER:

M,P,AND FPENGINEER:

Canup Engineering, Inc.

Haltom Engineering, LLC

Code Analysis

1. CHAPTER 3 - Occupancy Classification:Residential R-2 (section 310)Mercantile M (Section 309)Storage S-2 (Section 311)

2. CHAPTER 4 Detailed Use and Occupancy Requirements:Group RSection 420.4 Automatic sprinkler system requiredSection 420.5 Smoke Detection and Fire Alarm System required

3. CHAPTER 5 - Building Area: 8,836 SF at grade, 4,100 SF parking garage, total 12,936 SFBuilding Height in feet above grade. 13’-6” on Marshall street, 23’-6 on MonroeNumber of Stories: 2 Stories Allowable Building Heights and Areas:Type IIB constructionAllowable Height 55’ Sprinkler increase not usedAllowable Area per Floor;R-2, 16,000 SF;M, 12,500 SF:S-2, 26,000 SF

4. CHAPTER 6 - Type of Construction Type II-B (non combustible)Existing construction; Load Bearing exterior walls, Steel Frame interior bearing walls with masonry infill, bar joist and metal deckroof construction, main lever is one half slab on grade North half is slab on lath over bar joist and steel frame

Fire Resistance Ratings (Table 601)Structural Frame; 0 hoursExterior & Interior Bearing Walls; 0 hoursInterior non load bearing walls; 0 hoursFloor Construction; 0 hoursRoof Construction; 0 hours

5. CHAPTER 7 - Fire and Smoke Protection FeaturesMinimum Fire Resistance RatingsFire Walls; 2 hours (table 706.4)Fire Barriers; 2 hours (table 707.3.10)Fire Partitions: ½ hour (walls seperating dwelling units) Section 708.3 exc 2Corridor Walls; ½ hour with sprinkler system (section 708.4 and table 1018.1)Occupancy Separation; 1 hour (Table 508.4)Smoke Barriers; noneSmoke Partitions; noneHorizontal Assemblies;

6. Check detailed Occupancy requirements. (Chapter 10)a. Maximum floor area allowances per occupant. (Table 1003.2.2.2)i. Gross Area = Area calculated by using the interior perimeter of the exterior walls, includes all interior walls and rooms,excludes interior courtyards.ii. Net Area = Area calculated by using actual occupied area, excludes corridors, stairways, toilet rooms, mechanical rooms, andclosets.7. Check detailed Construction requirements.a. Fire Protection of Structural Members. (Chapter 6, use Table 601)b. Fire Protection Requirements.c. Means of Egress Requirements. (Chapter 10, Section 1003)i. Use Table 1003.2.2.2ii. Find Egress Width from Table 1003.2.3iii. Exit Door Arrangement (Section 1004)iv. Exit Travel Distance (Table 1004.2.4)v. Common Path of Egress (1004.2.5)vi. Corridor Width (Section 1004.3.2.2)d. Special restrictions if in Fire District.8. Review design as related to standards.9. Check other requirements as necessary.a. Construction projecting into public property.b. Elevators & conveying systems.c. Sprinklers (Section 903), standpipes, & alarm systems.d. Use of combustible materials on the interior.i. Use Table 803.4e. Roofs & roof structures.f. Light, ventilation, & sanitation.g. Other.

CODE ANALYSIS

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PROJECT NUMBER

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SHEET NO.

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THEMARSHALL

08/10/2017

AHM

COVER SHEET

THE MARSHALLDESIGN DEVELOPMENT DRAWINGS09/12/2017

WH

WH

WH WH

WH

DNUP

UP

45' -

10"

8' -

6"

1300 SF1400SF

EXIST.BATH

EXIST.BATHAPT

106APT

107

APT

105

MERCANTILE

102MERCANTILE

103

PROPERTY LINE

KITCHEN

KITCHEN

58' -

6"

1400SF

PATIO

EXISTING WALLS

SIDE PATIO AREA

76' - 4"

9' -

6"

RISER

A6.01

MAIL

JANITOR+MOPSINK

CHASE

DATA

112'

- 6"

A6.14

A6.1

5

1A5.0

1 HOURRATED WALL

109

115

126 127

108 110

111

112119

116

129

130 131

136

102 103

104

120

114

105

121

122

S-101 S-102 S-103

A9.01

A4.0 2

G

B BH B A H

H

C-1C

A6.1

6

1' - 6"

AA

NEW ADARAMP ANDREATEDWOODWALKWAY TOAPARTMENTENTRACE

6' - 0"

A4.0

1

A4.04

A4.0

1

S-E1

05S-

E104

2

A2.1

10' -

6"

8' -

2"2'

- 2"2

' - 5

"8'

- 5"

10' -

7"

1' -

11"

5' -

8"5' - 6" 12' - 10"

4' - 9"

EXISTING STAIR

117

128

118

S-E107

MERCANTILE

101

APT

108

APT

109

COMMON SPACE

104

1:20

NEW WALL MOUNTED HANDRAIL

REMOVE AND REPLACECONC DRIVE

A4.0

5

SCREEN

NEW 6'X6'DUMPSTER

A7.1

3

A7.05

T1

T4

T2

A7.18

A7.17

T3

2' - 0"

UNOCCUPIED. OTS

PARKING

1 2 3 4

5

NEW OVERHEAD DOOR

LAUNDRY

RISERAND BACKFLOWPREVENTER

ELECTRICAL

REVERSE SPACE

OWNERFURNISHED

WASHERSDRYERS

ANDFURNITURE

MAINTENANCE

1A5.0

NEW CONCRETE BOOTAROUND COLUMN BASE 2'DIAMETER TYP

F

DD

DCB B

E

DRYER VENTTO BE OUTSIDE WALL

D

E

STRIPE FOR PARKING

2

A2.1

100

S-10

7

S-10

8

S-10

4

S-10

5

107

EXISTING STAIR TO REMAIN.TO BE PTD.

S-E108

REPAIR EXISTING HANDRAIL

GENERAL PLAN NOTES:1. PARTITION TYPES ARE FULL HEIGHT PARTITIONS (FHP)

UNLESS NOTED OTHERWISE. SEESHEET A710 FOR PARTITION TYPES.

2. REFER TO ELEVATIONS FOR WINDOW TAGS NOT SHOWNIN PLAN

3.

REFERENCE SYMBOLS:

RATED PARTITIONS LEGEND:1 HR FIRE RATED PARTITION

2 HR FIRE RATED PARTITION

INTERIOR ELEVATION TAG

DOOR TAG, SEE DOOR SCHEDULE

PARTITION TYPE TAG, SEE PARTITION TYPES

XAXXX

SEMI RECESSED FEC. FIRE RESISTANCTSEAL AROUND CASE TO MEET CODE -TYP.

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SHEET TITLE

PROJECT NUMBER

DATE

REVISED BY DRAWN BY

CONSULTANT / SEAL

SHEET NO.

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THEMARSHALL

06/16/17

AHM

FLOOR PLANS

1/8" = 1'-0"1 MAIN LEVEL

1/8" = 1'-0"2 BASEMENT FFE

INFILL TOACCOMODATE36" DOOR.MATCH EXIST.

1A5.0

A9.05

NEW TREATED CEDAR WOODRAINSCREEN - TYP

EXISTINGMASONRY TO BEPOWER WASHEDAND PTD - GREEKVILLA SW 7551

NEW MTLTRELLIS TO BEPTD GREEK VILLASW 7551 - SEESTRUCTURAL

1

TOP OFRAINSCREEN12' - 0"TOP OFSTOREFRONT8' - 2"

A4.05

SIM

T1 T2

EXISTING SIGNTO REMAIN ANDBE REPAINTED.COORD WITHOWNER

NEW COLLECTION BOX ANDDOWNSPOUT TO TIE INTOEXISTING DRAIN-TYP.

DROP SILL HEIGHT TO MATCHHEIGHT ON NORTH FACADEWINDOWS- TYP

ELECT CONDUIT TO RUN ALONG INSIDE WALL. EVENLYPLACE GOOSENECK EXTERIOR LIGHT FIXTUREBETWEEN OPENINGS AND MATCH HEIGHT WITHBOTTOM OF ADJACENT OPENINGS. COORDINATE WITHALL DOWNSPOUTS AND OTHER OBSTRUCTIONS - TYP.MASONRY TO BE

POWER WASHED ANDPAINTED- PORPOISESW 7047 -TYP

NEW PREFAB SKYLIGHTBEYOND

A A

FE

E

GB B

A A

I

14' - 2"

2' -

2"

1

A9.0

SIM

4

A9.0

SIMT4

EXISTING MASONRY TO BE POWERWASHED AND PTD - GREEK VILLASW 7551

SILLHOUETTE TO BE PAINTEDPORPOISE SW 7047

SILLHOUETTE TO BE PAINTEDGREEK VILLA SW 7551

EXISTING SIGN TO REMAIN.COORDINATE WITH OWNER TOREFURBISH

DROP SILL HEIGHT TO MATCHHEIGHT ON NORTH FACADEWINDOWS

DROP SILL HEIGHT TO MATCHHEIGHT ON NORTH FACADEWINDOWS

SCRAPE, PRIME, ANDPAINT EXISTINGMTL.

EQEQ5'

- 4"

MASONRY TO BEPOWER WASHED ANDPAINTED - PORPOISESW 7047 -TYP

H A B

H B B

C C-1

DDD

C

D

NEW FLUSH METAL DOORREPLACE W. NEWOVERHEAD DOOR

NEWSTOREFRONTWINDOW INEXISTMASONRYOPENING-TYP

DROP SILL TO MATCHHEIGHT ON NORTHFACADE

MASONRY TO BE POWERWASHED ANDPAINTED- PORPOISE SW7047 - TYP

FILL AND ALIGN EXISTING OPENING WITH DOOR BELOW

A A

A H

TOP OFSTOREFRONT8' - 2"

WOODSCREEN TOMATCHHEIGHT OFDOOR

TOP OFRAINSCREEN

12' - 0"

TOP OFSTOREFRONT

8' - 2"

7' -

10"

4' - 0"

12' - 0"

RAINSCREENBOARDS TO BE HELD 1" OFFOF FINISH GRADE

EDGE OF EXISTING STRUCTURE

6

A4.0

1

A9.0

SIM

8X8STRUCTURALSTEEL TUBE

EXT MTL STUD BOX HEADER

8" MTL STUD COLUMN

8" MTL STUD INFILL. RUNSTUDS HORIZONTAL.FURRING STRIPS AND

CEDAR RAIN SCREEN TOATTACH TO STUDS - TYP

STEEL STRUCTURE

7/8" GALVANIZED FURRING STRIP

TREATED CYPRESSRAINSCREEN

18"X30" SONO TUBE FOOTING

T4

MTL STUD BOX HEADER

MTL STUD BOX HEADER

EXT MTL STUDS HORIZONTAL INFILL

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PROJECT NUMBER

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SHEET NO.

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04/05/17

Author

EXTERIORELEVATIONS

1/8" = 1'-0"1 SOUTH

1/8" = 1'-0"2 WEST

1/8" = 1'-0"3 NORTH

1/8" = 1'-0"4 EAST

3/8" = 1'-0"5 FRAMING ELEVATION 3/8" = 1'-0"6 FRAMING SECTION - 2

AAA

REMOVE AND REPLACE CONCRETE

NEW CONCRETERAMP SLOPE PER

ADA CODE

12" MAINT STRIP CONTINUOUS SEE SECTION

BRICK PAVINGSTONE RUNNINGBOND PATTERN

6" CONC CURBCONTINUOUS WITH

MASONRY WEEPS @3'-0" O.C.SEE

SECTION

ALL FURNITUREBY OWNER

ZZHHHIIIYY

AAA

T1

T4

T2

5

A7.1

6

A7.1

1

A7.1

Sim

4

A7.1

T3

AAA

ZZHHHIIIYY

AAA

REMOVE AND REPLACECONCRETE WITH NEW POUREDIN PLACE STAIR TO MEET CODE

PLANTER

BRICK PAVINGSTONE RUNNINGBOND PATTERN

6" CONC CURBCONTINUOUS WITH

MASONRY WEEPS @3'-0" O.C.SEE

SECTION

12' - 0"

T1

T4

T2

4' -

0" fa

ce o

f bui

ldin

g

EQ

EQ

EQ

EQ

26' - 3"

19' - 0"

90.00°

90.03°

SAWCUT AND REMOVECONCRETE FOR PLANTING

5

A7.1

6

A7.1

2' -

0"

6' - 4" 6' - 0"

REMOVECONCRETE FORPLANTING

2" STEEL TUBE ANDANGLE GUARD RAIL

TO BE PTD. SEEHANDRAIL DETAIL -

TYP A7.1

5' -

2"

7' - 5"

21' - 6"

1' -

5"16

' - 7

"

12' -

8"

4

A7.1

TRELLIS FOOTING -TYP

REMOVE ANDREPLACE WITH NEW

POURD IN PLACECONCRETE STAIR

T3

2' -

4"3'

- 3"

9' -

8"

17' -

6"

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08/22/17

AHM

ENLARGED PATIOPLAN

1/4" = 1'-0"1 PATIO PLAN

1/4" = 1'-0"5 PATIO FORMED CURB PLAN

TOP OF CURB FLUSH WITH PAVERS6" CONCRETE CURB HARD TROWELL FINISH WITH 2 #4S CONTINUOUS. SEE PLAN

0' - 6"

#4 REBAR STUBBED INTO EXISTCONCRETE AT 48" O.C.

MASONRY WEEPS AT 32" O.C.PLANTING BED SEE PLAN

EXISTING SIDEWALK

VARIES

1' -

4" M

IN2'

- 6"

TS 2X2

HOLD LEVEL

4X4 ANGLE

VAR

IES

TOP OF CURB FLUSH WITH PAVERS

BRICK PAVER. RUNNINGBOND, SLOPE FORPOSITIVE DRAINAGE- TYP.

EXISTING CONC. CRUSHED STONE INFILLPACKED SAND FILL

6" CONCRETE CURB HARD TROWELL FINISH WITH 2 #4SCONTINUOUS. SEE PLAN

0' - 6"SLOPE

FINISH FLOOR ELEVATIONFINISH FACE EXTERIOR

#4 REBAR STUBBED INTO EXIST CONCRETE AT 48" O.C.

MASONRY WEEPS AT 32" O.C.RIVER ROCK INFILL SEE PLAN FOR LOC.

EXISTING SIDEWALK

1' - 0"

FFE. 276.30

2' -

0"

HOLD TOP LEVEL

1

A7.1

Sim5

A7.1

SIM

FACE OF SIGN TO BE REPLACED. SIGN MTLTO BE PTD

2

A7.1

Sim

TOP OF CURB FLUSH WITH PAVERS

6" CONCRETE CURB HARd TROWELL FINISH WITH 2 #4S CONTINUOUS. SEE PLAN

0' - 6"

#4 REBAR STUBBED INTO EXISTCONCRETE AT 48" O.C.

MASONRY WEEPS AT 32" O.C.

RIVER ROCK INFILL SEE PLAN FOR LOC.

EXISTING SIDEWALK

2' - 9 1/4"

0' - 2"

CUT BLOCK TO LEVEL PLANTERBOXES

CUT BLOCK TO LEVEL PLANTER BOXES

L2X2X3/16 ANGLE WELDED TO UNDERSIDE OFW-SECTION AT 30" O.C . HOLD OFF ENDS 6"

1/8" STEEL PLATE WITH 2 1/2" TURN DOWN

W8X10 WIDE FLANGE SECTION

SPOT WELD AT 15" O.C.

0' -

2 1/

2"

0' - 10"

2X2X3/16 ANGLE WELDED TOUNDERSIDE OF W-SECTION @ 30"O.C.

MITER W-SECTION AT JOIN. WELDWEB CONTINUOUS

6

A7.1

SIM

AAAT4

6

A7.1

9

A7.1

SIM

1' - 6"

EXISTING GRADE

SAND INFILLPAVER BRICK

18"X30" SONO TUBE1/2" STEEL BASEPLATE

6" STEEL TUBE COLUMN WELDED TOBASEPLATE3/4" ANCHOR BOLT

2' -

6"

2' - 0"

2' SQUARE CONCRETE APRON TO BEPOURED AROUND SONO TUBE BEFOREPAVER INSTALLATION. SEE PLAN

TOP OFSTOREFRONT

HEADER9' - 2"

T11' - 0"

1' - 6" - TYP

6" ROUND TUBE COLUMN

12X26 W SECTION BEAM

6" STEEL ANGLE WELDED TOTOP OF BEAM

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SHEET NO.

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09/18/17

Author

PATIO DETAILSCONT.

1" = 1'-0"1 HAND RAIL DETAIL- TYP 1" = 1'-0"2 PAVER DETAIL - TYP

1/4" = 1'-0"3 PATIO ELEVATION

1" = 1'-0"5 PLANTER BOX - TYP 1" = 1'-0"6 PATIO BAR SECTION 1" = 1'-0"8 PATIO BAR POST ELEVATION

1/4" = 1'-0"7 Elevation 1 - a

1" = 1'-0"4 TRELLIS COLUMN - TYP

1" = 1'-0"9 TRELLIS DETAIL - TYP

3' - 9"

3' -

2"

(8X)

0' - 2" TYP

DROP SILL HEIGHTTO MATCH HEIGHT

ON NORTH FACADEWINDOWS

6' - 1"

6' -

8"

(1X)

NEW 2'X4' OPERABLE SASH.REFER TO WEST ELEVATION FOR

LOCATION

4' -

0"

2' - 0"

DROP SILL HEIGHTTO MATCH HEIGHTON NORTH FACADEWINDOWS

3' - 9"

6' -

10"

(3X)

4' -

0"

0' - 2"

2' - 0"

NEW 2'X4' OPERABLESASH. REFER TOELEVATION FORLOCATIONS.

8' -

2"

6

21' - 8" FIELD VERIFY ROUGH OPENINGS - TYP

6' - 4"EQ EQ EQ EQ

0' - 2" TYP3' - 0"

1A5.0

8' -

2"

7

22' - 3" FIELD VERIFY ROUGH OPENINGS - TYP

6' - 4" EQEQEQEQ

0' - 2" TYP

3' - 0"

8' -

2"

A

21' - 8" FIELD VERIFY ROUGH OPENINGS

EQEQEQEQ6' - 4"

0' - 2" TYP3' - 0"

T2

3' -

2"

(5X)

4' - 5"

4' -

2"

(3X)

5' - 0"

5' -

4"

(4X)

3' - 7"

2' -

3"

(2X)

6' - 8"

4' -

1"

(1X)

REPLACE W. NEWSTOREFRONT

SYSTEM 8' - 6"

3' - 3" 1' - 11"

REPLACE W. NEWSTOREFRONT

SYSTEM

EXPAND OPENING TOALIGN WITH NEW DOORBELOW

3' - 0"

(1X)

9' - 6"

5' -

4"

36"X7-0" PAINTEDFLUSH METALDOOR

HOLLOW COREWOOD PAINTED

FM H NL36"X7-0" PAINTED FLUSHMETAL DOOR WITHNARROW LIGHT

3' -

4"2'

- 9"

0' - 6" 0' - 8"

OH8'X8' INSULATEDOVERHEAD DOOR WITHLIGHTS

36"X7-0" NARROWSTILE STOREFRONTDOOR

SF

0' - 2 1/4"

0' -

2 1/

4"

4' - 4 7/8"

(1X)

OPERABLE SASH REFER TOELEVATION FOR LOCATION

ww

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SHEET TITLE

PROJECT NUMBER

DATE

REVISED BY DRAWN BY

CONSULTANT / SEAL

SHEET NO.

Pat K

elle

y Mag

rude

r

PKM

A8.0

TH

E M

AR

SH

ALL @

676

Ma

rsha

ll a

ve

THE

MA

RS

HA

LL L

LC

THEMARSHALL

08/13/17

Author

SCHEDULES,STOREFRONT AND

WINDOWELEVATIONS

1/4" = 1'-0"A WINDOW ELEVATION 1/4" = 1'-0"G WINDOW ELEVATION

1/4" = 1'-0"H WINDOW ELEVATION

1/4" = 1'-0"6 COMMECIAL BAY 1 1/4" = 1'-0"7 COMMERCIAL BAY 2 1/4" = 1'-0"8 COMMERCIAL BAY 3

1/4" = 1'-0"B WINDOW ELEVATION 1/4" = 1'-0"C WINDOW ELEVATION

1/4" = 1'-0"D WINDOW ELEVATION 1/4" = 1'-0"E WINDOW ELEVATION

1/4" = 1'-0"F WINDOW ELEVATION

1/4" = 1'-0"3 EAST STOREFRONT 1

1/4" = 1'-0"4 EAST Copy 1 Copy 1 Copy 1

1/4" = 1'-0"I WINDOW ELEVATION

E1 1" INSULATED, TINTED, LOW-E GLAZING

2" X 4 1/2" ALUM FRAME CONTINUOUS THERMAL BREAK

E2 E3 E4 E5TEMPERED WHERE REQUIRED BY CODE

ADDITIONAL GLASS FOR MIRRORS IN BATHROOMS. REFER TO ADA SYMBOLS LEGEND FOR SIZES

ADDITIONAL GLASS AT RECEPTION COUNTER PASS THROUGH. REFER TO MILLWORK DETAILS A7.0

3/8" = 1'-0"1 DOOR TYPES

Door Schedule

Mark Width Height Level Frame Type Type Hardware

S-101 3' - 0" 7' - 0 1/4" MAIN LEVEL Door-Curtain-Wall-Single-Glass100 3' - 0" 7' - 0" BASEMENT FFE 36" x 84"102 3' - 0" 7' - 0" MAIN LEVEL 36" x 84"103 3' - 0" 7' - 0" MAIN LEVEL 36" x 84"104 3' - 0" 7' - 0" MAIN LEVEL 36" x 84"105 3' - 0" 7' - 0" MAIN LEVEL 36" x 84" PTD FLUSH METAL107 2' - 8" 7' - 0" BASEMENT FFE 32" x 84"108 3' - 0" 7' - 0" MAIN LEVEL FM 36" x 84" PTD FLUSH METAL109 3' - 0" 7' - 0" MAIN LEVEL FM 36" x 84" PTD FLUSH METAL110 3' - 0" 7' - 0" MAIN LEVEL FM 36" x 84" PTD FLUSH METAL111 3' - 0" 7' - 0" MAIN LEVEL FM 36" x 84" PTD FLUSH METAL112 3' - 0" 7' - 0" MAIN LEVEL NL 36" x 84" PTD FLUSH METAL114 3' - 0" 6' - 8" MAIN LEVEL 36" x 80"115 2' - 6" 7' - 0" MAIN LEVEL 30" x 84"116 3' - 0" 7' - 0" MAIN LEVEL FM 36" x 84" PTD FLUSH METAL117 2' - 6" 7' - 0" MAIN LEVEL 30" x 84"118 2' - 6" 7' - 0" MAIN LEVEL 30" x 84"119 3' - 0" 6' - 8" MAIN LEVEL 36" x 80"120 3' - 0" 6' - 8" MAIN LEVEL 36" x 80"121 3' - 0" 6' - 8" MAIN LEVEL 36" x 80"122 2' - 6" 7' - 0" MAIN LEVEL 30" x 84"123 2' - 8" 7' - 0" MAIN LEVEL 32" x 84"124 2' - 8" 7' - 0" MAIN LEVEL 32" x 84"125 2' - 4" 6' - 8" MAIN LEVEL 28" TOILET PARTITION DOOR126 2' - 6" 6' - 8" MAIN LEVEL 30" x 80"127 2' - 6" 6' - 8" MAIN LEVEL 30" x 80"128 2' - 6" 6' - 8" MAIN LEVEL 30" x 80"129 2' - 6" 7' - 0" MAIN LEVEL 30" x 84"130 2' - 4" 6' - 8" MAIN LEVEL 28" TOILET PARTITION DOOR131 2' - 4" 6' - 8" MAIN LEVEL 28" TOILET PARTITION DOOR136 2' - 6" 6' - 8" MAIN LEVEL 30" x 80"S-102 3' - 0" 7' - 0 1/4" MAIN LEVEL Door-Curtain-Wall-Single-GlassS-103 3' - 0" 7' - 0 1/4" MAIN LEVEL Door-Curtain-Wall-Single-GlassS-104 3' - 0" 6' - 8" BASEMENT FFE 36" x 80"S-105 3' - 0" 6' - 8" BASEMENT FFE 36" x 80"S-107 3' - 0" 6' - 8" BASEMENT FFE 36" x 80"S-108 3' - 0" 6' - 8" BASEMENT FFE 36" x 80"S-E105 3' - 0" 6' - 10" MAIN LEVEL Door-Curtain-Wall-Single-GlassS-E104 3' - 0 1/4" 6' - 9 3/4" MAIN LEVEL Door-Curtain-Wall-Single-GlassS-E107 8' - 0" 8' - 0" MAIN LEVEL 8' x 6'-6"S-E108 8' - 0" 6' - 6" BASEMENT FFE 8' x 6'-6"

1. GLASS BELOW 7'-0" TO BE TEMPERED

2. ALL STOREFRONT FRAMES TO BE ANODIZED ALUMINUM WITH DARKBRONZE FINISH UNLESS OTHERWISE NOTED

3. ALL ALUMINUM STOREFRONT FRAMES TO BE DESIGNED FORSTRUCTURAL ADEQUACY WITH WIND LOADS AS REQUIRED BY ALLAPPLICABLE CODES.

4. CLEAR ROUGH OPENINGS THAT MAY BE BLOCKED IN BEFOREINSTALLING NEW STOREFRONT

5. FIELD VERIFY ALL DIMENSIONS AND QUANTITIES

GENERAL GLAZING NOTES: FEC: WALL MOUNTED SEMI-RECESSED FIREEXTINGUISHER TO COMPLY WITH FIRE CODE.REFER TO PLAN A2.0 FOR LOCATION

1/4" = 1'-0"C-1 WINDOW ELEVATION

TOP OF JOIST13' - 6"

FLASH UNDEREXISTING PARAPET CAP

VAPOR PERMEABLEAIR BARRIER

1/4" RECOVERY BOARDCANT STRIP CONT.

2X NAILER

3" POLY ISO CONTINUOUS

ROOFING MEMBRANE TO RUNCONTINUOUS TO COPING

MTL DECK EXISTING

3' - 0"

3' - 0"

SPOT WELD. SEAL CONTINUOUSLY

LED STRIP LIGHT INSIDE WALLMOUNTED EXTRUDED ALUM

CHANNEL

TOP OFSTOREFRONT8' - 2"

ALL STEEL TO BE PTD. - TYP

12X26 W SECTION STEEL HEADER

0' - 6"

22 GA BREAK MTL HEMMED DRIPEDGE. ALIGN WITH MTL TRIM AT JAMB

BLOCK AND SEAL AGAINST EXISTANGLE. WELD TO EXISTING ANGLE.

TOP OFSTOREFRONT

HEADER9' - 2"

Mechanical 57' - 0"

4

A9.0

SIM

TOP OFSTOREFRONT8' - 2"

FLOOR OR ROOFCONSTRUCTION

2 1/2"

1/2" M

AX.

CONTINUOUSPERIMETER FIRESTOP

UNDERSIDE OF METALOR COMPOSITE DECK

STRUCTURE

DEFLECTION TRACKSECURED TO STRUCTURE

ASSEMBLY IN ACCORDANCEWITH ANSI / UL 2079;

SYSTEM NO. HW-D-0045 ANDHW-D-0049

CONTINUOUSPERIMETER FIRESTOP

DRYWALL SCREW5/8" GWB

AAA

NEW 5x19 STEEL COLUMNAT JAMB TO BE WELDED TO

BASE PLATE

BLOCKING AND CONTINUOUS SELANT ATSTOREFRONT. SEALANT COLOR TO MATCHSTOREFRONT.-TYP

7/8" HAT CHANNEL AT 24" O.C.

1X6 TREATED CYPRESS .

ATTACH GALVANIZED MTL ANGLE TRIM AT OPENINGS - TYP

NEW 1/4" BASEPLATE SETIN SEALANT TO BE EXPOXY

BOLTED TO SLAB - TYP.

ALUMINUMSTOREFRONT

SYSTEM W/ SILLRECEPTOR

RECEPTOR TO SIT INBED OF SEALANT( BOTH SIDES)

1" INSULATED GLASS

SLOPE AWAY FORPOSITIVE DRAINAGE

1/2" EJ

ww

w.p

kmar

ch.co

mp

870.

735.

2757

f 8

70.7

35.2

761

1320

Sou

th A

valo

n W

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emph

is, A

R 72

301

Arc

hite

ct, A

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2011

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TS A

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PHIS

, AR

ALL

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HTS

RES

ERVE

Dc

SHEET TITLE

PROJECT NUMBER

DATE

REVISED BY DRAWN BY

CONSULTANT / SEAL

SHEET NO.

Pat K

elle

y Mag

rude

r

PKM

A9.0

TH

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AR

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676

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MA

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HA

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LC

THEMARSHALL

08/11/17

Author

DETAILS

1 1/2" = 1'-0"2 PARAPET-TYP

1 1/2" = 1'-0"4 STOREFRONT ENTRANCE 1 1/2" = 1'-0"5 STOREFRONT ENTRANCE ELEVATION

3" = 1'-0"6 FIREWALL TOP - TYP

1 1/2" = 1'-0"1 STOREFRONT JAMB TYP 1 1/2" = 1'-0"3 DETAIL- STOREFRONT SILL - TYP