a-404 wall sections towne toyota · on each side and continuous 3" mineral wool sound...

COVER SHEET

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14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040

Architect, LLC697 Valley St., Suite 2C

Mark S. Carelli

(973) [email protected]

15

GGG

MSC

01/09/2017

ISSUED FOR OWNER REVIEW ONLY

APRIL 26, 2017

Towne ToyotaService Center

1445 US-46, Ledgewood, NJ

A-001NTS

A1 Typical Accessibility Standards

APPLICABLE CODE STANDARDS

International Building CodeNJ ed./2015

September 21, 2015Adopted with technical amendments

(N.J.A.C. 5:23-3.14)

International Energy Code/2015 September 21, 2015

International Fire Code/2015 September 21, 2015

National Electrical Code/2014September 21, 2015

Adopted with technical amendments(N.J.A.C. 5:23-3.16)

National Standard Plumbing Code/2015

January 4, 2016


International Mechanical Code/2015September 21, 2015


Barrier Free Subcode N.J.A.C. 5:23-7 and ANSIA117.1-2009

September 21, 2015Adopted with technical amendments

(N.J.A.C. 5:23-7.2)

NTS

A12 Location Map

Towne Toyota Service Center

ANSI A117.1-2009

16-18LC

9 min

6 min

PARTITION 60 min

ACCESSIBLE

TOILET

COMPARTMENTS

4 max

9 LC

transfer

side

12 min

LC

24 min

36 min

12 max

42 min

54 min

35-37

ACCESSIBLE WALL

HUNG URINAL

17 max

13½ min39

48 min

9 min

BOTTOM OF

MIRROR

AMBULATORY

ACCESSIBLE

COMPARTMENTS

TOE CLEARANCE

FOR ACCESSIBLE

TOILET COMPARTMENTS

ACCESSIBLE

LAVATORIES

ACCESSIBLE TOILETS

48 min

ACCESSIBLE

DRINKING FOUNTAIN

15 min5 max

30 min

48 min

(a)

forward

(b)

parallel36 min

>20-25 max20 max

(a) (b)

10 max > 10-24 max(a) (b) 10 max

(k)

latch approach, push side,

door provided with closer

24 min

24 min610

(j)

latch approach, push side

24 min

(h)

latch approach, pull side

(g)

hinge approach, push side, door

provided with both closer and latch

22 min

22 min

(f)

hinge approach, push side

42 min

(e)

hinge approach, pull side

36 min

(d)

hinge approach, pull side

18 min

(a)

front approach, pull side

(b)

front approach, push side

36 min

12 min

60 min

base

ALTERNATE

TURNAROUND

48 min1220

48 min1220

(a)

(b)

48 min1220

(c)12 min

60 min

Other fixtures

not allowed

within this area

BUILDING CHARACTERISTICS

PROPOSED USE GROUP B

FIRE SUPPRESSION NO

CONSTRUCTION CLASSIFICATION 2B

ACTUAL NUMBER OF STORIES 1

ALLOWABLE NUMBER OF STORIES 4

ACTUAL HEIGHT OF STRUCTURE 18'-0"

ALLOWABLE HEIGHT OF STRUCTURE 75'

1ST FLOOR AREA 5,834 SF

TOTAL BUILDING AREA 5,834 SF

ALLOWABLE BUILDING AREA 92,000 SF

VOLUME OF NEW STRUCTURE 93,344 CF

MAXIMUM LIVE LOAD - 1ST FLOOR 250 PSF

NTS

E1 Code Analysis

New Service Centerfor:

Towne Toyota1445 US-46, Ledgewood, New Jersey

NTS

E12 Drawing List

MEP

M1.0 FIRST FLOOR MECHANICAL NEW WORK PLAN

M1.1 ROOF MECHANICAL NEW WORK PLAN

M2.0 MECHANICAL SCHEDULES

M3.0 MECHANICAL DETAILS

M4.0 MECHANICAL SPECIFICATIONS

ED1.0 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E1.0 FIRST FLOOR ELECTRICAL NEW WORK PLAN

E1.1 ROOF ELECTRICAL NEW WORK PLAN

E2.0 FIRST FLOOR LIGHTING NEW WORK PLAN

E3.0 ELECTRICAL PANEL SCHEDULES

E4.0 ELECTRICAL SPECIFICATIONS

PD1.0 FIRST FLOOR PLUMBING DEMOLITION PLAN

P1.0 FIRST FLOOR PLUMBING NEW WORK PLAN

P1.1 ROOF PLUMBING NEW WORK PLAN

P2.0 PLUMBING SCHEDULES & RISER DIAGRAMS

P3.0 PLUMBING DETAILS

P4.0 PLUMBING SPECIFICATIONS

Drawing # Description

ARCHITECTURAL

A-001 COVER SHEET

A-002 DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-201 FIRST FLOOR REFLECTED CEILING PLAN

A-301 EXTERIOR ELEVATIONS

A-302 EXTERIOR ELEVATIONS

A-401 BUILDING SECTIONS

A-402 BUILDING SECTIONS

A-403 WALL SECTIONS

A-404 WALL SECTIONS

A-405 WALL SECTIONS

A-406 SPECIFICATIONS

A-501 DOOR, HARDWARE & WINDOW SCHEDULES & SPECIFICATIONS

A-601 ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS

A-701 FINISH SCHEDULE & SPECIFICATIONS

A-801 FIRST FLOOR EQUIPMENT PLAN

STRUCTURAL

S-100 FOUNDATION PLAN

S-200 ROOF FRAMING PLAN

S-300 DETAILS

S-400 SPECIFICATIONS

STORAGE

EMPLOYEES

STORAGE

FIT'G

CONFERENCE

LOUNGE

SERVICE ENTRANCE

SALES & SHOWROOM

MANAGERF&I

PARTS STORAGE

SERVICE

ELECTRICROOM

PARTS COUNTER

GARBAGE AREA

3

2

1

2.4

1.8

ABCDEFGH

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14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017


APRIL 26, 2017

Towne Toyota

Service Center1445 US-46, Ledgewood, NJ

1/8" = 1'-0"

A1 1st Floor Demolition Plan

REMOVE EXISTING OVERHEAD DOOR & RE-INSTALL IN ADJACENT OPENING AS SHOWN

REMOVE EXISTING RAMP SYSTEM

REMOVE EXISTING BATHROOMS, CONFERENCE

ROOM, FIITING ROOM, JANITORS CLOSET & LOUNGE

REMOVE EXISTING EMPLOYEES

BREAK ROOM & BATHROOM

REMOVE EXISTING COLUMN & BEAM @ ROOF DEMO AREA

REMOVE EXISTING MASONRY WALL



REMOVE EXISTING PERIMTER FURRING

& GYPSUM BOARD DOWN TO EXISTING

MASONRY

REMOVE AND REPLACE ENTRY SYSTEM

AT BOTH SHOWROOM CORNERS REMOVE EXISTING GLAZING SYSTEM AS REQURIED

TO INSTALL NEW CORNER MASONRY COLUMNS & NEW GLAZING SYSTEMS

REMOVE EXISTING COLUMN

AND RELOCATE NEW AS SHOWN





REMOVE EXISTING ROOF RAFTERS & ROOFING SYSTEM AT EXTENT OF AREA SHOWN

REMOVE EXISTING OFFICES

REMOVE EXISTING GATE SYSTEM

REMOVE EXISTING GLAZING SYSTEM AND MASONRY WALL

AS REQUIRED FOR NEW EMPLOYEE ENTRANCE

REMOVE EXISTING DOOR

AND INFILL AS SHOWN



DEMOLITION PLAN

A-002

REMOVE EXISTING DOOR, FRAME & WALL

CONSTRUCTION AS REQUIRED TO

INSTALL NEW DOUBLE DOOR AND FRAME.

REMOVE EXISTING DOOR & FRAME

REMOVE EXISTING MASONRY WALL AS

REQUIRED TO INSTALL NEW DOOR AND FRAME

REMOVE EXISTING ASPHALT PAVING & TIRE RACK UNITS

REMOVE EXISTING OVERHEAD DOOR

REMOVE EXISTING WALL AS

REQUIRED TO INSTALL NEW DOOR

REMOVE EXISTING WALL & DOOR

AS REQUIRED FOR NEW OPENING

RECEIVING

STORAGE

ELECTRICROOM

OIL AREA

EQUIPMENT ROOM

PARTSSTORAGE

AREA

JC

BREAKROOM

SERVICE BAYS

PARTSCOUNTER

AREA

GARBAGE AREA

3

2

1

2.4

1.8

ABCDEE.4FGH G.4

MBRWBR

COMPRESSORROOM

Partition Surface Treatment

Plywood Wall Protection2

CONTINUOUS SHEET OF 1/2"

FIRE-TREATED PLYWOOD

EXTEND. REFER TO FINISH

SCHEDULE FOR FINISH

TREATMENT

METAL STUD WALL

REFER TO METAL STUD

FRAMING DESIGNATIONS

FOR STUD SIZE, HEIGHT,

AND SPACING

BASE MOLDING

REFER TO FINISH SCHEDULE

FINISH FLOOR


8'-0"

AB

OV

E

CO

NC

RE

TE

FL

OO

R S

LA

B

5/8" THICK GYPSUM BOARD TO

EXTEND TO THE TOP OF THE

METAL STUD WALL.


FOR FINISH TREATMENT.

NOTE: PROVIDE

MOISTURE/MOLD RESISTANT

GYPSUM BOARD AT ALL

LOCATIONS NOT SCHEDULED

TO RECEIVE A WET AREA

TREATMENT.

Partition Surface Treatment

Gypsum Board Wall

BASE MOLDING


METAL STUD WALL

REFER TO METAL STUD FRAMING

DESIGNATIONS FOR STUD SIZE,

HEIGHT, AND SPACING

5/8" THICK GYPSUM BOARD TO

EXTEND TO THE TOP OF THE METAL

STUD WALL.

REFER TO FINISH SCHEDULE FOR

FINISH TREATMENT.

NOTE: PROVIDE MOISTURE/MOLD

RESISTANT GYPSUM BOARD AT ALL

KITCHENETTES, SINGLE USE TOILETS,

JANITOR CLOSETS, MECHANICAL

ROOMS & UTILITY ROOMS NOT

SCHEDULED TO RECEIVE A WET

AREA TREATMENT 2 OR 3.

CEILING CONSTRUCTION

REFER TO REFLECTED CEILING

PLAN FOR TYPE & HEIGHT.

FINISH FLOOR


1

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NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

REVISED FOR

PLANNING BOARD COMPLIANCE

MAY 24, 2017

Towne Toyota


29

'-8"

5'-8"

4'-2"

71'-2"±

89'-9

"±

3'-4" 1'-4" 16'-0"

OVERHEAD DOOR

4" 31'-2"

INFILL CORNER WINDOW

OPENINGS WITH CMU TO

MATCH EXISTING ADJACENT

INFILL CORNER WINDOW

OPENINGS WITH CMU TO

MATCH EXISTING ADJACENT

NEW

COLUMN

NEW

COLUMN

EXISTING COLUMN

EXISTING COLUMN

20'-4"

G1A401

A1A401

NEW

COLUMN

NEW

COLUMN

NEW

COLUMN

4'-2"

4'-8"

26'-10"

SLOPE PAVEMENT AS REQUIRED TO ALIGN WITH

NEW OVERHEAD DOOR & EMPLOYEE ENTRANCE

1'-10"

1ST FLOOR PLAN

A-1011/8" = 1'-0"

A7 1st Floor Plan

3" = 1'-0"

J1 Partition Surface Treatments

1. ALL DIMENSIONS ARE TO FACE OF METAL STUD, CMU

FACE OR COLUMN CENTERLINE UNLESS OTHERWISE

NOTED.

2. ALL METAL STUD FRAMING SHALL EXTEND TO THE

UNDERSIDE OF THE STRUCTURE ABOVE.

3. ANY WALL NOT TAGGED WITH A SPECIFIC WALL TYPE

DESIGNATION SHALL BE A TYPE "A" WALL AS NOTED

BELOW.

4. CONTRACTOR TO REVIEW EXISTING WALLS SHOWN TO

REMAIN AND PATCH/REPAIR AS REQUIRED TO PROVIDE

SMOOTH SURFACE FOR FINISHES AS SPECIFIED.

Wall Type Notes

Wall Type Designations

B

C

1

DENOTES METAL STUD FRAMING ONLY

REFER TO DETAILS ON A-101 FOR STUD

SIZE, SPACING, AND HEIGHT.

DENOTES PARTITION SURFACE TREATMENT

REFER TO DETAILS ON A-102 FOR PARTITION

SURFACE TREATMENT TYPES.

A

Symbol Legend

Partition Surface

Treatment Designations

1

ALL PARTITIONS THAT DO NOT HAVE A SURFACE

TREATMENT DESIGNATION TAG SHALL BE TYPICAL

SURFACE TREATMENT NUMBER 1 AS DETAILED

D

3-5/8" X 20 GAUGE METAL STUD @ 16" O.C. EXTEND

TO UNDERSIDE OF ROOF DECK OR STRUCTURE

ABOVE. PROVIDE (1) LAYER OF 5/8" GYPSUM BOARD

ON EACH SIDE AND CONTINUOUS 3" MINERAL WOOL

SOUND INSULATION.

2

DENOTES PARTITION SURFACE TREATMENT

REQUIRED FOR EQUIPMENT MOUNTING

WITH PLYWOOD AS DETAILED

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

A1 Wall Type A & E

A8" CMU WALL EXTEND TO UNDERSIDE OF ROOF

DECK ABOVE

8" CMU WITH HORIZONTAL

REINFORCING @ 16" O.C.

TYPICAL SEE STRUCTURAL

DRAWINGS FOR TYPICAL

MASONRY DETAILS.

EXTEND CMU TO THE

UNDERSIDE OF

STRUCTURE ABOVE

6" X 20 GAUGE METAL STUD @ 16" O.C. EXTEND TO

UNDERSIDE OF ROOF DECK OR STRUCTURE ABOVE.

PROVIDE (1) LAYER OF 5/8" GYPSUM BOARD ON

EACH SIDE AND CONTINUOUS 3" MINERAL WOOL

SOUND INSULATION.

E

3-5/8" X 20 GAUGE METAL STUD @ 16" O.C. EXTEND



ON FINISH SIDE ONLY.

7/8" X 20 GAUGE METAL FURRING @ 16" O.C. EXTEND



ON FINISH SIDE ONLY.

TOP OF CONCRETE SLAB

CONTINUOUS

TREATED 2X WOOD

PLATE @ ALL SLABS

ON GRADE

METAL STUDS W/ 5/8" THICK

GYPSUM BOARD ON

FINISHED SIDE. REFER TO

METAL STUD FRAMING

DESIGNATIONS FOR STUD

SIZE AND SPACING.

UNFINISHED SIDE FINISHED SIDE

UNDERSIDE OF STRUCTURE

EXTEND METAL STUDS

TO THE STRUCTURE

ABOVE

SEE REFLECTED CEILING

PLAN & CEILING DETAILS

FOR CEILING & SOFFIT

DETAILS

EXTEND GYPSUM BOARD

TO UNDERSIDE OF

EXISTING STRUCTURE

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

A4 Wall Type B

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

E4 Wall Type D


CONTINUOUS TREATED

2X WOOD PLATE @ ALL

SLABS ON GRADE


EXTEND METAL STUDS

AND BOTH SIDES OF

GYPSUM BOARD TO

UNDERSIDE OF EXISTING

STRUCTURE


GYPSUM BOARD EACH SIDE.

REFER TO METAL STUD


FOR STUD SIZE AND

SPACING.

SEE REFLECTED

CEILING PLAN & CEILING

DETAILS FOR CEILING &

SOFFIT DETAILS

FULL HEIGHT

CONTINUOUS 3" MINERAL

WOOL SOUND INSULATION



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

E1 Wall Type C


CONTINUOUS TREATED

2X WOOD PLATE @ ALL

SLABS ON GRADE


EXTEND METAL STUDS

AND BOTH SIDES OF

GYPSUM BOARD TO

UNDERSIDE OF EXISTING

STRUCTURE


GYPSUM BOARD EACH SIDE.

REFER TO METAL STUD


FOR STUD SIZE AND

SPACING.

SEE REFLECTED

CEILING PLAN & CEILING

DETAILS FOR CEILING &

SOFFIT DETAILS

FULL HEIGHT

CONTINUOUS 3" MINERAL

WOOL SOUND INSULATION

AT WALL TYPE 'E' ONLY:

PROVIDE CONTINUOUS

7/8" METAL FURRING

STRIPS AND 5/8" GYPSUM

BOARD FULL HEIGHT ON

FINISHED SIDE ONLY.

A

A

A

A

A

AAA

A A

101

A3

5'-2"±7'-8"

102

103

104

105

106

107

108

109

110

A3

7'-8"

16

'-0"

20'-2"

111 112 113

114

ALIG

N

ALIGNALIGN

B

B

C

E E E E

D

E

A

A601A1

ALIG

N

2

2

5'-2"12'-0"3'-0"

EQ 14'-8" EQ INFILL ALL SLAB EXCAVATION

FOR NEW COLUMN FOOTINGS

AS PER STRUCTURAL DETAILS

NEW CONCRETE SLAB ON

GRADE AS PER DETAILS

NEW CONCRETE SLAB OVER

EXISTING CONCRETE SLAB ON GRADE

TO ALIGN WITH EXISTING ADJACENT

SLAB ELEVATIONS AS PER DETAILS

CONCRETE RAMP

SLOPED UP FROM

RECEIVING TO NEW

PARTS STORAGE AREA

SLAB AS PER DETAILS

3'-0" 54'-4"± 3'-0" EQEQ EQ EQ

1'-4"

PIE

R

A1A402

G1A402

A11A403

INFILL EXISTING GARAGE DOOR AS REQUIRED

TO INSTALL RELOACTED ADJACENT OVERHEAD

DOOR AND NEW 3'X7' HM DOOR

INFILL EXISTING

GARAGE DOOR

AS SHOWN

EQ

EQ

F 8" CMU WALL EXTEND TO 10'-0" AFF

FF

GINFILL WALL OPENING TO MATCH EXISTING

ADJACENT TYPE & FINISH

GG

G

G

115

8'-0" 18'-4" 5'-4" 2'-8 1/2" 13'-8 1/2" 7'-7 1/2" 21'-4" 3'-5" 2'-1" 8'-0" 8'-5 1/2"

37

'-5

1/2

"2

7'-8"

26

'-1

1/2

"1

2'-4"5

'-4"

CONCRETE APRON SEE STRUCTURAL

DRAWINGS FOR DETAILS

4'-0"

1'-0"

LINE OF EIFS PROFILE ABOVE

LINE OF EIFS PROFILE ABOVE

3

2

1

2.4

1.8

ABCDEE.4FGH G.4

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Maplewood, NJ 07040


Mark S. Carelli


15

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MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


1/8" = 1'-0"

A7 Roof Plan

EX

IST

ING

RA

FT

ER

S

1/4

" P

ER

FO

OT

SLO

PE

EX

IST

ING

RA

FT

ER

S

1/4

" P

ER

FO

OT

SLO

PE

NE

W R

AF

TE

RS

1/4

" P

ER

FO

OT

SLO

PE

NE

W R

AF

TE

RS

1/4

" P

ER

FO

OT

SLO

PE

NE

W R

AF

TE

RS

1/4

" P

ER

FO

OT

SLO

PE

EXISTING RAFTERS

1/4" PER FOOT SLOPEROOF DRAIN

ROOF DRAIN

RO

OF

DR

AIN

RO

OF

DR

AIN

RO

OF

DR

AIN

RO

OF

DR

AIN

RO

OF

DR

AIN

RO

OF

DR

AIN

LOW POINT

HIGH POINT

HIGH POINT

LOW POINT

HIGH POINT

EXTEND PARAPET AS PER DETAILS

EXTEND PARAPET AS PER

DETAILS

EXTEND PARAPET

AS PER DETAILS


EXTEND PARAPET AS PER

DETAILS


EXTEND NEW CMU WALL

ABOVE ROOF LINE

EXTEND EXISTING

CMU WALL ABOVE

ROOF LINE

EXTEND EXISTING CMU

WALL ABOVE ROOF LINE

CRICKET

CRICKET

CRICKET

EXISTING SHINGLE ROOF TO REMAIN

EXISTING SHINGLE ROOF TO REMAIN

G1

A-3

A1

A-3

ROOF PLAN

A-102

PENETRATIONS

FILLER

1" (25 mm) MIN.

CARLISLE

THERMOPLASTIC

ONE-PART SEALANT

2" (50 mm) MIN.

1" (25 mm)

(NOTES 5 & 6)

PLATE 12" (300 mm) O.C. MAX.

NOTE 7

HOT AIR WELD

SURE-WELD REINFORCEDMEMBRANE

ACCEPTABLE INSULATION

12" (300 mm) MAX.

CARLISLE FASTENER AND FASTENING

SEE

SURE-WELD TPO PRE-FABRICATED

MINIMUM

(SEE NOTE 3)

NOTES:

1. TEMPERATURE OF PIPE MUST NOT EXCEED

120° F (49° C).

2. APPLY HP-250 PRIMER TO THE TPO MEMBRANE AND

PENETRATION(S) SURFACES ONLY. DO NOT APPLY

HP-250 PRIMER TO THE GALVANIZED METAL

SURFACE ON THE INSIDE OF THE SEALANT POCKET.

3. FILL POCKET COMPLETELY WITH THERMOPLASTIC

ONE-PART SEALANT UNTIL RIM IS COVERED WITH

SEALANT; ENSURE ALL VOIDS ARE FILLED.

4. SEALANT POCKET TO BE MINIMUM 1" (25 mm) FROM

PENETRATION ON ANY SIDE.

5. ON MECHANICALLY-FASTENED SYSTEMS, INSTALL A

MINIMUM OF 4 FASTENING PLATES AROUND SEALANT

POCKETS WITH A DIAMETER UP TO 6" (150 mm).

ADDITIONAL FASTENING PLATES WILL BE REQUIRED

FOR SEALANT POCKETS GREATER THAN 6" IN

DIAMETER AND SHALL BE SPACED 12" (300 mm) ON

CENTER MAXIMUM. FASTENERS/PLATES ARE NOT

REQUIRED ON ADHERED SYSTEMS UNLESS SEALANT

POCKET DIAMETER EXCEEDS 12" (300 mm).

6. REFER TO "ATTACHMENT I, MEMBRANE FASTENING

CRITERIA" FOR PROPER FASTENERS AND PLATES.

7. APPROXIMATELY 1/8" (3 mm) DIAMETER BEAD OF

CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF

SURE-WELD REINFORCED MEMBRANE.

2" (50 mm)OVERLAP

2" (50 mm)HEIGHT

4" (100 mm)FLANGE

"C"

"B"

"A"

DIMENSIONS

"C"

12" (300 mm)

16" (400 mm)

20" (500 mm)

24" (600 mm)

28" (710 mm)

32" (810 mm)

12" (300 mm)

16" (400 mm)

20" (500 mm)

12" (300 mm)

12" (300 mm)

12" (300 mm)

POCKETSIZE "B""A"

SEALANT POCKET

HP-250 PRIMER (SEE NOTE 2)

1/8" - 1/2"

1/8" - 1/2"

1/8" - 1/2"

SURE-SEAL HP-250 PRIMER MUST BE APPLIED TO BACK SIDE OF MEMBRANE

6" (150 mm) WIDE SURE-WELD

SURE-WELD MEMBRANE

PRESSURE-SENSITIVE

PLATES, MAXIMUM 12" O.C. CARLISLE FASTENERS AND

INSULATION

CARLISLE

TERMINATION

ANY SW-9

BONDING ADHESIVE

SURE-WELD

6" - 9"

1/8" - 1/2"

PRIOR TO ADHERING MEMBRANE TO PRESSURE-SENSITIVE RUSS

RUSS STRIP

NOTES:

1. FOR CORNER APPLICATION, SEE

DETAIL SW-15E.

2. ON MECHANICALLY FASTENED

SYSTEMS, HP-X FASTENERS &

PIRANHA PLATES OR HP-XTRA

FASTENERS & PIRANHA XTRA

PLATES ARE REQUIRED OVER

STEEL AND WOOD DECKS. ON

CONCRETE DECKS, CD-10, OR

HD 14-10 FASTENERS ARE USED

WITH PIRANHA PLATES.3. WHEN COUNTER- FLASHING IS

USED FOR TERMINATION, BONDING

ADHESIVE IS NOT REQUIRED WHEN

FLASHING HEIGHT IS 12" (300 mm)

OR LESS. WHEN COPING OR

TERMINATION BAR IS USED,

ADHESIVE MAY BE ELIMINATED

WHEN FLASHING HEIGHT IS 18" (500

mm) OR LESS.

6" - 9"

1/8" - 1/2"

(SEE NOTE 2)

LIMIT BRIDGING TO 3/4" (19 mm) MAXIMUMCREASE MEMBRANE AT ANGLE CHANGE TO

ACCEPTABLE INSULATION

FASTEN 12" (300 mm) O.C.

METAL CAP OR COUNTERFLASHING

SURE-WELD REINF.

CUT-EDGE SEALANT

CARLISLE SEAM FASTENING

TPO CURB WRAP CORNER

MINIMUM 1-1/2" (40 mm)

(SEE NOTE 3)

PLATE, 12" (300 mm) O. C. MAX.

NOTES:

1. FOUR (4) TPO CURB WRAP CORNERS WILL COMPLETELY FLASH A MAXIMUM CURB SIZE

OF 6' X 6' (1.8 X 1.8 m). FOR LARGER CURBS USE THE TPO CURB WRAP CORNERS IN

CONJUNCTION WITH ADDITIONAL SECTIONS OF SURE-WELD TPO MEMBRANE.

2. FLASHING MEMBRANE FASTENED APPROXIMATELY 12" ON CENTER. IF FASTENER

PENETRATES METAL COUNTERFLASHING, USE NEOPRENE WASHER OR APPLY WATER

CUT-OFF MASTIC UNDER COUNTERFLASHING OR CAULK FASTENER HEAD.

3. APPROXIMATELY 1/8" (3 mm) BEAD OF CUT-EDGE SEALANT IS REQUIRED ON THE CUT

EDGES OF THE TPO FIELD WRAP CORNER.

4. REFER TO SPECIFICATION FOR ACCEPTABLE CARLISLE FASTENERS AND PLATES.

12

" (3

00

mm

) M

AX

.

(BY OTHERS)

HOT AIR WELD

(SEE NOTE 3)

MEMBRANE

LIMITED TO 12" (300 mm) MAXIMUM FLASHING HEIGHT

USE ONE TPO CURB WRAP CORNER AT

EACH CORNER OF THE CURB. HOT AIR

WELD ALL SEAMS IN ACCORDANCE

WITH STANDARD SPLICING METHODS.

REFER TO NOTE 1.

LIMIT BRIDGING TO 3/4" (19 mm) MAXIMUMCREASE MEMBRANE AT ANGLE CHANGE TO

(CUSTOM SIZES AVAILABLE - HEIGHT AND OVERALL LENGTH)

SURE-WELD BONDING ADHESIVE IS NOT REQUIREDWHEN FLASHING HEIGHT IS 18" (500 mm) OR LESS

FOR USE ON 15 YEAR WARRANTY PROJECTS.

TERMINATION BAR IS NOT REQUIRED ON 10 YEAR WARRANTY

PROJECTS (REFER TO DETAIL SW-9C)

METAL CAP

MEMBRANE CARLISLE TERMINATION BAR

CARLISLE FASTENER

SURE-WELD BONDING ADHESIVE

SURE-WELD REINFORCED MEMBRANE

CAP FLASHING TERMINATION

SURE-WELD

SURE-WELD REINFORCED

BONDING ADHESIVE

SURE-SEAL WATER CUT-OFFMASTIC

CARLISLE PT 304 SEALANT

(BY OTHERS)CLAMPING RING

STAINLESS

CUT-OFF MASTIC

FLASHING

1" (25 mm) MIN. (APPROX.)

SURE-WELD NON-REINFORCEDWELDHOT AIR

MEMBRANEREINFORCEDSURE-WELD

1-1/2" TO 2"

STEEL

SURE-SEAL WATER

PRIOR TO HOT AIR WELDING

APPLY HEAT TO FLASHING AND FORM BY HAND

(SEE NOTE 6)

SEALANT

CUT-EDGE

MEMBRANE

SURE-WELD REINF.

6" (150 mm) WIDE

INSULATIONACCEPTABLE

12" (300 mm) MAX.

1/2" MIN.

MIN.1-1/2"

12" (300 mm) O.C.

FASTENING PLATE, MAX.

CARLISLE FASTENER AND

(40 mm)

(13 mm)

(40 TO 50 mm)

NOTES:

1. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD FABRICATED PIPE

SEAL.

2. TEMPERATURE OF PIPE MUST NOT EXCEED 120° F (49° C).

3. SURE-WELD NON-REINFORCED MEMBRANE WRAPPED AROUND PIPE SHALL HAVE MINIMUM

1-1/2" (40 mm) VERTICAL HOT AIR WELD.

4. INSTALL A MINIMUM OF 4 FASTENING PLATES AROUND PIPES WITH A DIAMETER UP TO 6"

(150 mm). ADDITIONAL FASTENING PLATES WILL BE REQUIRED FOR PIPES GREATER THAN 6"

IN DIAMETER AND SHALL BE SPACED 12" (300 mm) ON CENTER MAXIMUM.

FASTENERS/PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER

EXCEEDS 18" (500 mm).

5. REFER TO "ATTACHMENT I, MEMBRANE FASTENING CRITERIA" FOR PROPER FASTENERS

AND PLATES.

6. APPROXIMATELY 1/8" (3 mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT

EDGES OF SURE-WELD REINFORCED MEMBRANE.

(NOTES 4 & 5)

1SURE-WELD

REINFORCED

MEMBRANE

CARLISLE FASTENER

AND FASTENING PLATE

2 SURE-WELD

REINFORCED

MEMBRANECORNER

OUTSIDE

SURE-WELD3

NOTES:

1. BEGIN INSTALLATION OF FASTENING PLATES APPROXIMATELY 6" (150 mm) FROM CORNER.

2. POSITION FASTENING PLATES 1/2" TO 1" (13 mm to 25 mm) FROM EDGE OF DECK MEMBRANE.

3. APPROXIMATELY 1/8" (3 mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT

EDGES OF SURE-WELD REINFORCED MEMBRANE.

4. REFER TO SPECIFICATION FOR ACCEPTABLE FASTENERS & PLATES.

NTS

A1 Prefab TPO Curb Wrap

NTS

E4 Premolded Corner

NTS

A4 Prefab TPO Sealant Pocket

NTS

E1 Field Fab. Pipe Flashing

NTS

J1 Wall Flashing

MECHANICAL TERMINATION

NTS

F4 Terminations

MEMBRANE

MINIMUM 1-1/2" (40 mm) WIDE HOT AIR WELD ALONG ENTIRE

ACCEPTABLEINSULATION


SURE-SEAL WATER CUT-OFF MASTIC


MEMBRANE (REFER TO

MEMBRANE EDGE (INCLUDING CUT SECTIONS UP DRAIN SUMP)

REFER TO DETAIL SW-6C PAGE 2 OF 2

DETAIL SW-6C PAGE 2 OF 2)

NOTES:

1. REMOVE ALL LEAD AND OTHER

FLASHING.

2. ALL DRAIN BOLTS OR CLAMPS MUST

BE IN PLACE TO PROVIDE

COMPRESSION ON WATER CUT-OFF

MASTIC.

3. CUT MEMBRANE SO IT EXTENDS A

MINIMUM OF 1/2" (13 mm) FROM

ATTACHMENT POINTS OF THE

CLAMPING RING.

4. APPROXIMATELY 1/8" (3 mm)

DIAMETER BEAD OF CUT-EDGE

SEALANT IS REQUIRED ON CUT

EDGES OF SURE-WELD

REINFORCED MEMBRANE.

DRAIN BASEDRAIN SUMPBOUNDARY

MIN. 1-1/2" WIDEHOT AIR WELD

DRAIN SUMPBOUNDARY

DRAIN CLAMPINGRING

APPROX. 6"

MIN. 1-1/2" WIDEHOT AIR WELD

MIN. 3" (75 mm)

SURE-WELD REINFORCEDMEMBRANE

FIELD MEMBRANE-CUT TO LAY FLATIN SUMP AREA

MIN. 12"

MIN. 6"

FIELDCONTINUOUS

MEMBRANE

(300 mm)

CUT SECTION OF SURE-WELD REINFORCED MEMBRANE AS

SHOWN AND POSITION INTO DRAIN SUMP. EXTEND

MEMBRANE OUT OF DRAIN SUMP APPROXIMATELY 6" (150

mm) (ROUND CORNERS).

EXTEND SURE-WELD MEMBRANE

ONTO MEMBRANE SECTION

POSITIONED AT DRAIN SUMP AND

CUT AS SHOWN TO LAY FLAT IN

SUMP. HOT AIR WELD A MINIMUM

OF 1-1/2" (40 mm) COMPLETELY

SURROUNDING AREA.

NTS

H4 Roof Drain

HIGH POINT

UPPER PARAPET

RETURN PARAPET AS REQUIRED TO CONCEAL

SLOPED PARAPET BRACE AS SHOWN

RETURN PARAPET AS REQUIRED TO CONCEAL

SLOPED PARAPET BRACE AS SHOWN

EXTEND ROOFING SYSTEM OVER SLOPED PARAPET BRACE AS PER DETAILS

RTU-3 W/ TYPICAL RTU

SCREENING SEE

SPECIFICATIONS. COORDINATE

FINAL SIZE AND LOCATION

WITH MEP PLANS AND

EQUIPMENT SPECIFICATIONS.

EDGE OF WALL BELOW

CRICKET CRICKET

EXHAUST FAN SEE MEP DRAWINGS

RTU-1B W/ TYPICAL RTU SCREENING SEE

SPECIFICATIONS. COORDINATE FINAL

SIZE AND LOCATION WITH MEP PLANS

AND EQUIPMENT SPECIFICATIONS.

RTU-1A W/ TYPICAL RTU SCREENING SEE

SPECIFICATIONS. COORDINATE FINAL

SIZE AND LOCATION WITH MEP PLANS

AND EQUIPMENT SPECIFICATIONS.

RTU-2 W/ TYPICAL RTU

SCREENING SEE

SPECIFICATIONS.

COORDINATE FINAL SIZE

AND LOCATION WITH MEP

PLANS AND EQUIPMENT

SPECIFICATIONS.

MAKE-UP AIR UNIT W/

TYPICAL RTU SCREENING

SEE SPECIFICATIONS.

COORDINATE FINAL SIZE

AND LOCATION WITH MEP

PLANS AND EQUIPMENT

SPECIFICATIONS.

EXTEND ROOFING SYSTEM OVER SLOPED

PARAPET BRACE AS PER DETAILS

CRICKET

CRICKET

EXTEND PARAPET

AS PER DETAILS

3

2

1

2.4

1.8

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Mark S. Carelli


15

GGG

MSC

01/09/2017

Towne Toyota


1/8" = 1'-0"

A7 1st Floor Reflected Ceiling Plan

1ST FLOOR REFLECTED CEILING PLAN

A-201

8'-0"

ACT1

8'-0"

ACT28'-0"

ACT2

9'-0"

ACT1

8'-0" ACT2

EXP PT1

EXP PT1

EXP PT1 EXP PT1

EXP PT1

NTS

A1 Reflected Ceiling Plan Symbol Legend

NTS

F1 Acoustical Ceiling Suspension Detail

CEILING SYSTEM

MAIN SUPPORT

RUNNER @ 4'-0" OC

CEILING SYSTEM 4'

CROSS TEE @ 4'-0" OC

CEILING SYSTEM 2'

CROSS TEE @ 2'-0" OC

(2' X 2' CEILINGS ONLY)

CEILING LAY-IN

PANEL. REFER TO

CEILING PLAN

9 GAUGE HANGER WIRE TO

EXTEND TO STRUCTURE ABOVE

@ 4'-0" OC ALONG MAIN RUNNER

12 GAUGE HANGER WIRE SPLAYED @ 45

DEGREES TO EXTEND TO STRUCTURE ABOVE

AS PER CEILING SYSTEM MANUFACTURERS

SPECIFICATIONS FOR SEISMIC BRACING

CEILING SYSTEM

MAIN SUPPORT

RUNNER @ 4'-0" OC

ACOUSTICAL CEILING TILE - WET AREA

MANUF.: USG

STYLE: VINYL FACED SHEETROCK LAY-IN CLIMAPLUS

COLOR: WHITE 3260

SIZE: 24"x24"x12"

ACOUSTICAL CEILING TILE - TYPICAL

MANUF.: USG

STYLE: MODEL #4231 OLYMPIA MICRO CLIMAPLUS

COLOR: WHITE

SIZE: 24"x24"x 5/8", FLB EDGE

CEILING GRID FOR ACT2

MANUF: USG

STYLE: ALUMINUM AX SYSTEM

COLOR: WHITE

SIZE: 15/16"

CEILING GRID FOR ACT1

MANUF: USG

STYLE: CENTRICITEE

COLOR: WHITE

SIZE: 9/16"

ACT1 ACT2

NTS

L1 ACT Specifications

LED1

LED2

INDICATES CEILING TYPE OR FINISH

INIDICATES CEILING HEIGHT OR EXPOSED STRUCTURE (EXP)

LED1 : 24"X24" LED TROFFER - SEE MEP DRAWINGS FOR FIXTURE SCHEDULE

LED2 : 10"X48" LED SUSPENDED AMBIENT LUMINAIRE - SEE MEP DRAWINGS FOR FIXTURE SCHEDULE

24"X24" ACT CEILING TILE SYSTEM AS PER SPECIFICATIONS ABOVE

ALL LIGHTING MOUNTED

@ 11'-0" AFF

ALL LIGHTING MOUNTED

@ 11'-0" AFF

HVAC SUPPLY

HVAC RETURN

CEILING MOUNTED EXHAUST

ISSUED FOR

OWNER REVIEW ONLY

APRIL 10, 2017

TOWNE TOYOTA SERVICE CENTER

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15

GGG

MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


1/8" = 1'-0"

A1 Side Elevation

BUILDING ELEVATIONS

A-301

1/8" = 1'-0"

G1 Front Elevation

16

'-0"

16

'-4"

18

'-4"

TOP OF UPPER PARAPET

TOP OF PARAPET

EXISTING TOP OF PARAPET

EQ 50'-0" EQ

EQ

EQ

24" HIGH, INTERIOR-ILLUMINATED CHANNEL LETTER SIGN (100SF = 5% < 10% OF WALL SURFACE)EIFS CORNICE (MEDIUM GRAY)

EIFS OVER EXISTING BRICK (MEDIUM GRAY)

EIFS BAND (MEDIUM GRAY)

EIFS OVER EXISTING BRICK (MEDIUM GRAY)

EIFS PIER (MEDIUM GRAY)

REPLACE ALUMINUM

FRAME & DOOR WITH NEW

ALL EXISTING SIDE ELEVATION ALUMINUM FRAME & GLAZING UNITS TO

REMAIN. ALL EXISTING HEAD/JAMBS & SILLS TO RECEIVE NEW EIFS

TREATMENT TO MATCH ADJACENT FIELD EIFS COLOR

EIFS CORNICE (LIGHT GRAY)

EIFS OVER EXISTING BRICK (LIGHT GRAY)

EIFS BAND (LIGHT GRAY)


INFILL EXISTING OPENING AS REQUIRED AND PROVIDE NEW ALUMINUM

FRAME & GLAZING UNIT TO RECEIVE NEW TRANSLUCENT FILM.

1ST FLOOR

EXISTING FINISHED GRADE

16

'-0"

16

'-4"

18

'-4"


TOP OF PARAPET


1ST FLOOR






EIFS CORNICE (MEDIUM GRAY)


NEW ALUMINUM FRAME & GLAZING ALL EXISTING SIDE ELEVATION ALUMINUM FRAME & GLAZING UNITS TO REMAIN. ALL EXISTING

HEAD/JAMBS & SILLS TO RECEIVE NEW EIFS TREATMENT TO MATCH ADJACENT FIELD EIFS COLORINFILL EXISTING OPENING AS REQUIRED AND

PROVIDE NEW ALUMINUM FRAME, GLAZING & DOOR

ALL EXISTING SIDE ELEVATION HOPPER

STYLE WINDOW UNITS TO REMAIN. ALL

EXISTING HEAD/JAMBS & SILLS TO

RECEIVE NEW EIFS TREATMENT TO

MATCH ADJACENT FIELD EIFS COLOR

INFILL EXISTING GARBAGE AREA DOOR AND

PROVIDE NEW HOLLOW METAL DOOR &

FRAME PAINTED TO MATCH ADJACENT EIFS

EIFS FINISH OVER EXISTING CMU (LIGHT GRAY)

EXISTING SIDING TO BE PAINTED TO MATCH ADJACENT EIFS (LIGHT GRAY)

EXISTING OVERHEAD DOORS TO REMAIN


REMOVE AND REPLACE ASPHALT SHINGLES WITH NEW

WL WL WL

WL WLWL WL

NOTE: WL = WALL MOUNTED LED LIGHT FIXTURE MOUNTED 12'-0"

ABOVE FINISHED FLOOR. SEE CIVIL ENGINEERING DRAWINGS FOR

FIXTURE CUTS, LIGHTING CONTROLS & LIGHTING CALCULATIONS.




SEE CIVIL ENGINEERING DRAWINGS FOR

GARBAGE AREA FENCE AND GATE

ROOF TOP EQUIPMENT SCREEN LOUVER IN

ACCORDANCE WITH SECTION 13-8.706A

(16FT BACK FROM SIDE PARAPET)

EIFS CORNICE OVERHANG EIFS CORNICE OVERHANG

ROOF TOP EQUIPMENT SCREEN LOUVER (66FT BACK FROM FRONT PARAPET)

EIFS CORNICE OVERHANG

ROOF TOP EQUIPMENT

SCREEN LOUVER IN ACCORDANCE

WITH SECTION 13-8.706A


TOP OF PARAPET

22

'-0"


22

'-0"

OPAQUE

FILM

OPAQUE

FILM

OPAQUE

FILM

OPAQUE

FILM

OPAQUE

FILM

OPAQUE

FILM

OP

AQ

UE

FIL

M

OPAQUE

FILM

OPAQUE

FILM

OPAQUE

FILM

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Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


1/8" = 1'-0"

A1 Side Elevation

BUILDING ELEVATIONS

A-302

1/8" = 1'-0"

G1 Rear Elevation

16

'-0"

16

'-4"20

'-0"


TOP OF PARAPET


1ST FLOOR


16

'-0"

16

'-4"

18

'-4"


TOP OF PARAPET


1ST FLOOR


EIFS CORNICE (MEDIUM GRAY)


EXPAND EXISTING MASONRY OPENING AS REQURIED

TO PROVIDE NEW HOLLOW METAL DOORS & FRAME

PAINTED TO MATCH ADJACENT EIFS


EXISTING SIDING TO BE PAINTED TO MATCH ADJACENT EIFS (LIGHT GRAY)

EXISTING PARTS DELIVERY

OVERHEAD DOORS TO REMAIN



PARTS DELIVERY

6"


EIFS OVER EXISTING CMU (LIGHT GRAY)



16'-0"

NEW SERVICE

OVERHEAD DOOR

NEW MASONRY OPENING AS REQURIED TO PROVIDE NEW HOLLOW

METAL DOOR & FRAME PAINTED TO MATCH ADJACENT EIFS

UPPER PARAPET BEYOND







WL WL WL WL




EIFS CORNICE OVERHANG

ROOF TOP EQUIPMENT SCREEN

LOUVER IN ACCORDANCE WITH

SECTION 13-8.706A




SECTION 13-8.706A




SECTION 13-8.706A




SECTION 13-8.706A




SECTION 13-8.706A

(30FT BACK FROM REAR PARAPET)



SECTION 13-8.706A




SECTION 13-8.706A




SECTION 13-8.706A


22

'-0"

TOP OF PARAPET

1 2 3

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15

GGG

MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


1/4" = 1'-0"

A1 Conceptual Section

1/4" = 1'-0"

G1 Conceptual Cross Section

EXISTING RAFTERS TO REMAIN NEW RAFTERS AS PER STRUCTURAL DRAWINGS NEW RAFTERS AS PER STRUCTURAL DRAWINGS NEW RAFTERS AS PER

STRUCTURAL DRAWINGS

EXTEND PARAPET

AS SHOWN

NEW OVERHEAD DOOR

OPENING AS PER

DETAILS

COLUMN & BEAM AS PER

STRUCTURAL DRAWINGS

WOOD STUD FRAMED KNEE

WALL FROM TOP OF BEAM TO

UNDERSIDE OF RAFTERS AS

PER STRUCTURAL DRAWINGS

EXISTING COLUMN AS PER

STRUCTURAL DRAWINGS

EXISTING RAFTERS &

ROOFING SYSTEM TO

BE REMOVE

EXISTING MASONRY

WALL W/ NEW EIFS AS

PER DETAILS

EXISTING SLAB TO REMAIN13

'-1

"± C

LE

AR

TO

UN

DE

RS

IDE

OF

RA

FT

ER

S

11

'-1

1"±

CL

EA

R T

O U

ND

ER

SID

E O

F B

EA

M

EXISTING COLUMN AS PER

STRUCTURAL DRAWINGS





EXISTING SLAB TO REMAINNEW CONCRETE SLAB OVER EXISTING

AS PER STRUCTURAL DRAWINGS

EXISTING

MASONRY WALL

TO REMAIN W/

NEW PAINTED

FINISH AS PER

DETAILS

EXISTING

MASONRY WALL

TO REMAIN W/

NEW PAINTED

FINISH AS PER

DETAILS

EXTEND PARAPET

AS SHOWN

EXISTING RAFTERS TO REMAIN EXTEND BEAM & INSTALL

NEW RAFTERS AS PER

STRUCTURAL DRAWINGS

MODIFIED STEEL STRUCTURE & NEW RAFTERS AS PER STRUCTURAL DRAWINGS

EXISTING COLUMN TO BE REMOVED &

NEW COLUMN INSTALLED CLEAR OF

SERVICE DRIVE AISLE AS PER PLANS

EXISTING BEARING WALL &

COLUMN TO BE REMOVED & NEW

COLUMN INSTALLED AS PER PLANS

NEW CONCRETE FOOTINGS & CONCRETE SLAB ON GRADE SLAB TO ALIGN

WITH EXISTING SERVICE AREA SLAB AS PER STRUCTURAL DRAWINGS

NEW CMU WALL DIVIDING SERVICE AREA

AND PARTS AREAS TO EXTEND UP ABOVE

ROOF AND ALIGN WITH PERIMETER PARAPET

EXISTING COLUMN &

BEAM TO REMAIN

EXTEND NEW BEAM TO NEW

COLUMN IN NEW CMU WALL

BUILDING SECTIONS

A-401

A403A1

A405A1

A404A6

A404A11

EXISTING LOWER SLAB TO REMAIN

PARTS STORAGE SERVICE BAYS

SERVICE BAYSCOLUMN & BEAM AS PER

STRUCTURAL DRAWINGS





EXISTING MASONRY

WALL TO REMAIN W/

NEW PAINTED FINISH

AS PER DETAILS

NEW PARAPET

PROFILE & FRAMING

AS PER DETAILS

NEW PARAPET EDGE

AS PER DETAILS

BP= 13'-11"

BP = 13'-1" BP = 13'-6"

BP = 13'-0" BP= 13'-3"

BP = 12' 3-1/2"

NEW ROOFING SYSTEM

AS PER DETAILS

NEW ROOFING SYSTEM

AS PER DETAILS

NEW ROOFING SYSTEM

AS PER DETAILS

TS = 0'-0"

TP = 16'-6"

TM = 12'-2"

TS = 0'-0"

TP = 16'-6"

TM = 13'-8"

TM = 16'-0"

TS = 0'-0"

TP = 22-2"

TM = 13'-8"

TM = 16'-0'

TS = 0'-0"

TP = 16'-6"

TM = 11'-4"

TM = 13'-0"

DOOR HEAD = 8'-0"

CONTINUOUS PARAPET CAP - VERIFY

FINAL HEIGHT OF PARAPET IN FIELD

TYPICAL ROOF TOP EQUIPMENT SCREEN LOUVERS

IN ACCORDANCE WITH SECTION 13-8.706A

TYPICAL ROOF TOP EQUIPMENT SCREEN LOUVERS

IN ACCORDANCE WITH SECTION 13-8.706A

1 1.8 2.4

G CEE.4FH G.4

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Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


BUILDING SECTIONS

A-4021/4" = 1'-0"

A1 Conceptual Section

1/4" = 1'-0"

G1 Conceptual Cross Section

A405A6

A403A6

A404A1

A404A11

SIMILAR

NEW PARAPET

EDGE AS PER

DETAILS

PARTS COUNTER AREA SERVICE BAYS

EXISTING RAFTERS TO REMAIN NEW RAFTERS AS PER STRUCTURAL DRAWINGS

EXISTING MASONRY

WALL TO REMAIN W/

NEW PAINTED

FINISH AS PER

DETAILS

NEW MASONRY WALL

W/ NEW EIFS AS PER

DETAILS

NEW PARAPET

PROFILE & FRAMING

AS PER DETAILS

NEW ROOFING SYSTEM AS PER DETAILS

CMU WALL BEYOND CMU WALL BEYONDCMU WALL BEYOND OPEN BEYOND OPEN BEYOND

EXISTING SLAB TO REMAIN



NEW MASONRY WALL AS PER

STRUCTURAL DRAWINGS

CONTINUOUS PARAPET CAP - VERIFY FINAL HEIGHT OF PARAPET IN FIELD

NEW CONCRETE SLAB OVER EXISTING


EXISTING LOWER SLAB TO REMAIN



EXISTING CONCRETE SLAB TO REMAIN

NEW OPENING IN EXISTING

MASONRY WALL AS PER DETAILS

& STRUCTURAL DRAWINGS

NEW OPENING IN EXISTING MASONRY

WALL FOR NEW SERVICE COUNTER AS

PER DETAILS & STRUCTURAL DRAWINGS

NEW CMU WALL TO

TERMINATE (1) COURSE

ABOVE ACT AS SHOWNSOUND BATTS TO EXTEND UP WALL AND

ACROSS FRAMED CEILING AS SHOWN

EXISTING COLUMN TO REMAIN EXISTING MASONRY

WALL & OPENING TO

REMAIN

EXISTING

MASONRY WALL

TO REMAIN W/

NEW PAINTED

FINISH AS PER

DETAILS

EXTEND PARAPET

AS SHOWN

EXISTING RAFTERS TO REMAIN

NEW ROOFING SYSTEM AS PER DETAILS

TS = 0'-0"

TP = 16'-6"

TM = 16'-0"

TS = 0'-0"

TP = 16'-6"

TM = 16'-0"

TM = 13'-8"

TS = 0'-0"

TP = 16'-6"

TM = 11'-4"

TM = 13'-0"

TS = 0'-0"

TP = 18'-6"

TM = 16'-0"

TM = 13'-8"

BP= 13'-11"

BP= 13'-0" BP= 12'-6"

BP= 11'-11" BP= 11'-7"

PARTS STORAGEPARTS COUNTER AREABATHROOMBREAKROOM

TYPICAL ROOF TOP EQUIPMENT

SCREEN LOUVERS IN ACCORDANCE

WITH SECTION 13-8.706A

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Mark S. Carelli


15

GGG

MSC

01/09/2017

REVISED FOR


MAY 24, 2017

Towne Toyota


3/4" = 1'-0"

A1 Wall Section @ Front Wall Upper Parapet

WALL SECTIONS

A-4033/4" = 1'-0"

A6 Wall Section @ Front Wall Lower Parapet3/4" = 1'-0"

A11 Wall Section @ Rear Wall Lower Parapet

13

'-8"

2'-4"

22

'-2"

6'-2"

TOP OF PARAPET

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB

FOOTINGS & FOUNDATIONS TO REMAIN

EIFS BOTTOM OF WALL TERMINATION AS

PER MANUFACTURERS STANDARD DETAILS

EIFS AS PER TYPICAL

DETAILS & SPECIFICATIONS

EXISTING BRICK

VENEER TO REMAIN

EXISTING CMU BEARING

WALL TO REMAIN

8"

3"

10'-0

" A

FF

EIFS BAND SEE EXTERIOR

ELEVATIONS FOR EXTENT

EXISTING CMU TO REMAIN

EXISTING WOOD BLOCKING TO REMAIN

EXISTING RIM BOARD REMAIN

EXISTING MASONRY

PARAPET TO REMAIN

EIFS AS PER TYPICAL


WEATHER RESISTIVE BARRIER

EIFS AS PER TYPICAL


WOOD FRAMING AND BLOCKING AS

REQUIRED TO CREATE PARAPET PROFILE

2X6 TOP PLATE

2X4 DIAGONAL BRACES ALONG THE ENTIRE

BACKSIDE OF THE UPPER PARAPET @ 16" O.C.

1/2" EXTERIOR PLYWOOD

EXTEND ROOFING MEMBRANE UP BRACE &

BACKSIDE OF PARAPET WALL & TERMINATE UNDER

PARAPET COPING AS PER TYPICAL DETAILS

1/2" EXTERIOR PLYWOODCONTINUOUS ALUMINUM PARAPET CAP

5"

1"

5"

4"

1/2

"

1'-4 1/2"

1" 4" 1" 2"

8"

CONTINUOUS TREATED 2X6 WOOD PLATE

CONTRACTOR TO INSPECT ALL ROOF

SHEATHTING SCHEDULED TO REMAIN AND

REPLAIR / REPLACE AS REQUIRED

RIGID INSULATION & ROOFING SYSTEM

AS PER SPECIFICATIONS


EXISTING SLAB ON GRADE TO REMAIN

11

'-4"

1'-8"

16

'-6"

3'-6"

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB

TOP OF PARAPET

8"

2"

12'-8

" A

FF



EXISTING RIM BOARD REMAIN

EXISTING MASONRY

PARAPET TO REMAIN




EXISTING CMU BEARING WALL TO

REMAIN SEE EXTERIOR ELEVATIONS

FOR PAINTING SCHEDULE




EXTEND ROOFING MEMBRANE UP BACKSIDE OF

PARAPET WALL & TERMINATE UNDER PARAPET

COPING AS PER TYPICAL DETAILS

EIFS AS PER TYPICAL





CONTINUOUS ALUMINUM PARAPET CAP

5"

1"

5"

4"

1/2

"

1'-2"

1"4"1"2"

8"

(2)TREATED 2X6 WOOD PLATE ANCHORED TO

EXISTING CMU AS PER STRUCTURAL DRAWINGS

2X6 WOOD STUDS @ 16" O.C.

(2)TREATED 2X8 WOOD PLATE AS PER

STRUCTURAL DRAWINGS

NEW ROOF RAFTERS AS PER STRUCTURAL DRAWINGS

RIM BOARD AS PER STRUCTURAL DRAWINGS


1/2" EXTERIOR SHEATHTING ALIGNED

WITH FACE OF MASONRY BELOW


(2)2X4 TOP PLATE


2X4 TREATED PLATE

ROOF SHEATHING AS PER STRUCTURAL DRAWINGS

1/2" PLYWOOD

9 1/2"

6" (18 GA) METAL STUDS @ 16" O.C.

CLIPPED TO EXISTING WALL AS SHOWN

1/2" EXTERIOR SHEATHING

13

'-8"

2'-4"

18

'-6"

2'-6"

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB




EIFS AS PER TYPICAL


EXISTING BRICK

VENEER TO REMAIN

EXISTING CMU BEARING

WALL TO REMAIN

8"

3"

10'-0

" A

FF





EXISTING RIM BOARD REMAINEXISTING MASONRY

PARAPET TO REMAIN





9 1/2"


CLIPPED TO EXISTING WALL AS SHOWN





EIFS AS PER TYPICAL


EIFS AS PER TYPICAL






5"

1"

5"

4"

1/2

"

2'-0"

1" 4" 1" 2"

8"

TOP OF PARAPET


ANCHORED TO PARAPET BELOW


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REVISED FOR


MAY 24, 2017

Towne Toyota


3/4" = 1'-0"

A1 Wall Section @ Parts Counter Area

WALL SECTIONS

A-4043/4" = 1'-0"

A6 Wall Section @ Parts Storage Area3/4" = 1'-0"

A11 Wall Section @ Service Bays Side Wall

12

'-2"

16

'-6"

4'-4"

TOP OF PARAPET

TOP OF MASONRY

TOP OF SLAB

(2)2X4 TREATED WOOD PLATE

ANCHORED TO EXISTING MASONRY






EIFS AS PER TYPICAL




(2)2X4 TOP PLATE









5"

1"

5"

4"

1/2

"

1'-2"

1" 4" 1" 2"

8"

CONTINUOUS

TREATED 2X6

WOOD PLATE




16

'-0"

16

'-6"

6"

TOP OF MASONRY

TOP OF SLAB

TOP OF PARAPET

8"

2"

10'-0

" A

FF



EIFS AS PER TYPICAL





EIFS AS PER TYPICAL


CMU WALL AS PER

STRUCTURAL DRAWINGS

CONCRETE SLAB POURED ABOVE

EXISTING SLAB TO REMAIN AS PER

STRUCTURAL DRAWINGS






EIFS AS PER TYPICAL






5"

1"

5"

4"

1/2

"

1'-2"

1" 4" 1" 2"

8"

13

'-8"

2'-4"

16

'-6"

6"

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB

TOP OF PARAPET




EXISTING BRICK VENEER TO REMAIN

SEE EXTERIOR ELEVATIONS FOR

PAINTING SCHEDULE







EIFS AS PER TYPICAL






5"

1"

5"

4"

1/2

"

1'-2"

1"4"1"2"

8"

TREATED WOOD BLOCKING AS REQUIRED

EXISTING MASONRY

PARAPET TO REMAIN

ROOF SHEATHING AS PER

STRUCTURAL DRAWINGS

NEW ROOF RAFTERS AS PER

STRUCTURAL DRAWINGS

NEW STEEL BEAM AS PER

STRUCTURAL DRAWINGS

REVISED STEEL COLUMN AS PER

STRUCTURAL DRAWINGS


8"

2"

10'-0

" A

FF



6"

EXISTING CMU TO REMAIN SEE EXTERIOR

ELEVATIONS FOR PAINTING SCHEDULE

CMU WALL AS PER

STRUCTURAL DRAWINGS

ROOF SHEATHING & RAFTERS AS PER

STRUCTURAL DRAWINGS

3'-6

" M

INIM

UM

FOOTINGS & FOUNDATIONS AS PER

STRUCTURAL DRAWINGS

CONCRETE SLAB ON GRADE AS


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REVISED FOR


MAY 24, 2017

Towne Toyota


WALL SECTIONS

A-4053/4" = 1'-0"

A1 Wall Section @ Service Bay OH Door3/4" = 1'-0"

A6 Wall Section @ Parts Ramp

CONCRETE SLAB POURED ABOVE

EXISTING SLAB TO REMAIN AS PER

STRUCTURAL DRAWINGS


8'-0"

1'-8"

16

'-6"

3'-6"

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB

TOP OF PARAPET

8"

2"

12'-8

" A

FF



EXISTING MASONRY

PARAPET TO REMAIN


CONCRETE SLAB HAUNCH AT NEW OH

DOOR OPENING AS PER STRUCTURAL

DRAWINGS

OH DOOR, TRACK & OPENER AS PER

SPECIFICATIONS







EIFS AS PER TYPICAL






5"

1"

5"

4"

1/2

"

1'-2"

1"4"1"2"

8"

(2)TREATED 2X4 WOOD PLATE ANCHORED TO

EXISTING CMU AS PER STRUCTURAL DRAWINGS


(2)TREATED 2X6 WOOD PLATE AS PER

STRUCTURAL DRAWINGS

NEW ROOF RAFTERS AS PER STRUCTURAL DRAWINGS

RIM BOARD AS PER STRUCTURAL DRAWINGS


1/2" EXTERIOR SHEATHTING


(2)2X4 TOP PLATE


2X4 TREATED PLATE

ROOF SHEATHING AS PER STRUCTURAL DRAWINGS

1/2" PLYWOOD

CMU INFILL @ NEW STEEL LINTEL


EXISTING MASONRY

WALLTO REMAIN

EIFS ALIGNED WITH FACE

OF MASONRY BELOW

3'-4"

OH DOOR HEAD

11

'-4"

1'-8"

16

'-6"

3'-6"

TOP OF PARAPET

TOP OF MASONRY

TOP OF MASONRY

TOP OF SLAB


8"

2"

12'-8

" A

FF





EXISTING RIM BOARD REMAIN EXISTING MASONRY

PARAPET TO REMAIN

2X4 TREATED WOOD PLATE

ANCHORED TO EXISTING FRAMING






EIFS AS PER TYPICAL




(2)2X4 TOP PLATE









5"

1"

5"

4"

1/2

"

1'-2"

1"4"1"2"

8"

CONTINUOUS TREATED 2X6 WOOD PLATECONTRACTOR TO INSPECT ALL ROOF



ROOFING SYSTEM AS PER SPECIFICATIONS1/2" EXTERIOR PLYWOOD


CMU WALL TO REMAIN SEE EXTERIOR

ELEVATIONS FOR PAINTING SCHEDULE

EXISTING CRICKETS TO REMAIN,

PATCH/REPAIR/EXTEND AS REQUIRED


EXISTING LEDGER TO REMAIN





EXISTING OPENING & LINTEL TO REMAIN


6'-0" CONCRETE RAMP DOWN SEE STRUCTURAL DRAWINGS

FOR SLAB HAUNCH @ EXISTING SLAB ON GRADE

SUBSTRATE

STO GOLD FILL

WITH STO

DETAIL MESH

STO GOLD COAT

STO ADHESIVE

STO INSULATION

1" THK UNLESS

OTHERWISE NOTED

STO BASE COAT

AND MESH

STO FINISH

STO GOLD COAT

STO GOLD FILL

WITH STO

DETAIL MESH

STARTER TRACK

WITH WEEP HOLES

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ISSUED FOR

OWNER REVIEW ONLY

APRIL 10, 2017

Towne Toyota


SPECIFICATIONS

A-406

ROOFING SYSTEMTHE PROJECT CONSISTS OF INSTALLING CARLISLE'S SURE-WELD (TPO) ADHERED

ROOFING SYSTEM IN CONJUNCTION WITH POLYISOCYANURATE INSULATION OVER THE

EXISTING & NEW WOOD ROOF DECK.

EXTENT OF WORK

•Provide all labor, material, tools, equipment, and supervision necessary to complete the

installation of the Sure-Weld .060" thick tan) reinforced TPO (Thermoplastic Polyolefin)

reinforced membrane Adhered Roofing System including flashings and insulation as specified

herein and as indicated on the drawings in accordance with the manufacturer's most current

specifications and details.

• The roofing contractor shall be fully knowledgeable of all requirements of the contract documents

and shall make themselves aware of all job site conditions that will affect their work.

• The roofing contractor shall confirm all given information and advise the architect, prior to bid, of

any conflicts that will affect their cost proposal.

SUBMITTALS

•Prior to starting work, the roofing contractor must submit the following:

• Shop drawings showing layout, details of construction and identification of materials.

• A sample of the manufacturer's Membrane System Warranty.

• Submit a letter of certification from the manufacturer which certifies the roofing contractor is

authorized to install the manufacturer's roofing system and lists foremen who have received

training from the manufacturer along with the dates training was received.

WORK SEQUENCE

• Schedule and execute work to prevent leaks and excessive traffic on completed roof sections.

Care should be exercised to provide protection for the interior of the building and to ensure

water does not flow beneath any completed sections of the membrane system.

•Do not disrupt activities in occupied spaces.

WORKMANSHIP

• Applicators installing new roof, flashing and related work shall be factory trained and approved

by the manufacturer they are representing.

• All work shall be of highest quality and in strict accordance with the manufacturer's published

specifications and to the building owner's satisfaction.

• There shall be a supervisor on the job site at all times while work is in progress.

QUALITY ASSURANCE

• The Sure-Weld membrane roofing system must achieve a UL Class (A, B or C) and/or FM (1-60

,1-90 or higher) rating. (For FM ratings above 1-90, please specify the desired approval)

•Unless otherwise noted in this specification, the roofing contractor must strictly comply with the

manufacturer's current specifications and details.

• The roofing system must be installed by an applicator authorized and trained by the

manufacturer in compliance with shop drawings as approved by the manufacturer.

WARRANTY

•Base bid shall Provide manufacturer's 15 year Total System Warranty covering both labor and

material with no dollar limitation. The maximum wind speed coverage shall be peak gusts of (90

mph) measured at 10 meters above ground level. Certification is required with bid submittal

indicating the manufacturer has reviewed and agreed to such wind coverage. Provide Add

Alternate bid to increase warranty to 25 year Total System Warranty.

PRODUCTS

• All components of the specified roofing system shall be products of Carlisle SynTec Incorporated

or accepted by Carlisle SynTec Incorporated as compatible.

• All products (including insulation, fasteners, fastening plates and edgings) must be manufactured

and supplied by the roofing system manufacturer and covered by the warranty.

MEMBRANE

•Furnish Sure-Weld (.060") thick (tan) reinforced TPO (Thermoplastic Polyolefin) membrane as

needed to complete the roofing system. Membrane thickness over the reinforcing scrim (top-ply

thickness) shall be nominal .015" thick (15 mil).

INSULATION/UNDERLAYMENT

• When applicable, insulation shall be installed in multiple layers. The first and second layers of

insulation shall be mechanically fastened to the substrate in accordance with the manufacturer's

published specifications.

• Insulation shall be Carlisle polyisocyanurate insulation as supplied by Carlisle SynTec

Incorporated. Minimum R-value required is (R-18.5).

• Tapered insulation is required as per the drawings. Minimum thickness of insulation for areas

requiring tapered insulation shall be 3" minimum thickness.

ADHESIVES AND CLEANERS

• All products shall be furnished by Carlisle and specifically formulated for the intended purpose.

•Bonding Adhesive: Sure-Weld Bonding Adhesive; Edge Sealant: Cut Edge Sealant; Sealer:

Water Cut-Off Mastic and PT 304 Sealant; Pocket Sealant: TPO Molded Pocket Sealant;

Cleaner: Carlisle Weathered Membrane Cleaner

FASTENERS AND PLATES

•HP-X Fasteners: A heavy duty #15 threaded fastener with a phillips head used for insulation

securement into wood plank or minimum 15/32 inch thick plywood.

• Seam Fastening Plates: a 2 inch diameter metal plate used for additional membrane

securement.

• Insulation Fastening Plates: a nominal 3 inch diameter plastic or metal plate used for insulation

attachment.

METAL FLASHINGS

•Metal Flashing shall be supplied and installed by roofing contractor in accordance with the detail

drawings. All prefinished metal drip edges and coping covers shall be brake formed from .050"

thick aluminum coil stock unless otherwise noted on the detail drawings. Coil stock will have

corrosion inhibiting primer or pretreatment system and an acrylic or polyester topcoat.

Acceptable manufacturers for pre-finished aluminum coil shall be Alcoa Building Products or

approved equal. Color to be selected by Owner from the manufacturer's standard color

selection.

INSULATION PLACEMENT AND ATTACHMENT

• Install insulation or membrane underlayment over the substrate with boards butted tightly

together with no joints or gaps greater than 1/4 inch. Stagger joints horizontally and vertically if

multiple layers are provided.

• Secure insulation to the substrate with the required Carlisle fasteners and 3 inch diameter

Insulation Fastening Plates in accordance with manufacturer's specification.

MEMBRANE PLACEMENT AND ATTACHMENT

• Apply Sure-Weld Bonding Adhesive in accordance with the manufacturer's published

instructions, to the exposed underside of the membrane and the corresponding substrate area.

Do not apply Bonding Adhesive along the splice edge of the membrane to be hot air welded over

the adjoining sheet. Allow the adhesive to dry until it is tacky but will not string or stick to a dry

finger touch.

•Roll the coated membrane into the coated substrate while avoiding wrinkles. Brush down the

bonded section of the membrane sheet immediately after rolling the membrane into the adhesive

with a soft bristle push broom to achieve maximum contact.

•Fold back the unbonded half of the sheet lengthwise and repeat the bonding procedures.

Position adjoining sheets to allow a minimum overlap of 2 inches. Hot air weld the Sure-Weld

membrane sheets using the Automatic Hot Air Welding Machine or Hot Air Hand Welder in

accordance with the manufacturer's hot air welding procedures.

•Pull the membrane back along the welded splice so the entire underside of the membrane is

exposed once the Hot Air Weld has been completed. Apply Sure-Weld Bonding Adhesive to the

exposed underside of the membrane sheet and the substrate.

• Allow adhesive to dry until tacky and roll the membrane into the substrate and brush down the

bonded section with a bristle broom following the procedure noted above. Continue to install

adjoining membrane sheets in the same manner, overlapping edges a minimum of 2 inches and

complete the bonding procedures as stated previously.

MEMBRANE SPLICING/HOT AIR WELDING PROCEDURES

•Hot air weld the Sure-Weld membrane using an Automatic Hot Air Welding Machine or Hot Air

Hand Welder in accordance with the manufacturer's specifications. At all splice intersections,

roll the seam with a silicone roller to ensure a continuous hot air welded seam. (Note: When

using .060" thick membrane, all splice intersections shall be overlaid with Sure-Weld

non-reinforced flashing)

•Probe all seams once the hot air welds have thoroughly cooled (approximately 30 minutes).

•Repair all seam deficiencies the same day they are discovered.

• Apply Cut Edge Sealant on all cut edges of reinforced membrane (where the scrim

reinforcement is exposed) after seam probing is complete. Cut Edge Sealant is not required on

vertical splices.

FLASHING

•Flashing of parapets, curbs, expansion joints and other parts of the roof must be performed

using Sure-Weld reinforced membrane. Sure-Weld non-reinforced membrane can be used for

flashing pipe penetrations, Sealant Pockets, and scuppers, as well as inside and outside

corners, when the use of pre-molded accessories is not feasible.

•Follow manufacturer's typical flashing procedures for all wall, curb, and penetration flashing

including metal edging/coping and roof drain applications.

WALKWAYS

• Install walkways at all traffic concentration points and all locations as directed by the Architect.

Include 500 SF of walkway material in base bid. Location and configuration shall be as directed

by the Architect.

• (Hot air weld walkway pads to the membrane or install concrete pavers, loose laid over an

approved protection sheet) in accordance with the manufacturer's specifications.

CLEAN UP

•Perform daily clean up to collect all wrappings, empty containers, paper, and other debris from

the project site. Upon completion, all debris must be disposed of in a legally acceptable manner.

•Prior to the manufacturer's inspection for warranty, the applicator must perform a pre-inspection

to review all work and to verify all flashing has been completed as well as the application of all

caulking.

NTS

F1 Specifications

EPDM THRU-WALL FLASHING SYSTEMEPDM thru-wall flashing system shall be pre-kleened EPDM thru-wall flashing as

manufactured by Carlisle Coatings and Waterproofing Incorporated, 900 Hensley

Lane, Wylie, Texas 75098, Phone: (800) 527-7092 Fax: (972) 442-0076.

Accessory products for the thru-wall flashing system are as follows:

• Splice tape: Sure-seal(tm) Securtape

• Splice compound: Sure-seal(tm) in-seam sealant

• Splice tape primer: Sure-seal(tm) splicing cement

• Splice cleaner: Sure-seal(tm) splice wipes

• Bonding adhesive: Sure-seal(tm) 90-8-30a solvent-based or Sure-seal Aquabond

120 water-based

• Corner patch: Sure-seal(tm) inside/outside corners

• Lap sealant: Sure-seal(tm) lap sealant

• Termination bar: Sure-seal(tm) termination bar

• Mastic: Sure-seal(tm) water cutoff mastic

• Weep tubes placed in vertical mortar joints at floor line.

PROVIDE WEEP TUBES @ 24" O.C. SET IN VERTICAL MORTAR JOINTS LINE

AT FLOOR SLAB ELEVATION AS PER DETAILS.

SELF-ADHERING MEMBRANE FLASHING• New self-adhering membrane flashing shall be installed at the perimeter of all

windows and other areas as indicated on the detail drawings. The membrane

flashing shall be applied directly to new sheathing in all areas or as indicated on

the detail drawings. All surfaces that self-adhering membrane flashing are applied

to shall be primed with Perm-A-Barrier WB Primer.

• Self-adhering membrane flashing, shall be Vycor Plus. Vycor Plus and

Perm-A-Barrier WB Primer, shall be as manufactured by Grace Construction

Products, 62 Whittemore Avenue, Cambridge, MA 02140, (866) 333-3726, Web

Address - www.graceconstruction.com.

JOINT SEALANTSSealant for the following locations shall be a one part self leveling elastomeric sealant

designed to be watertight in horizontal and vertical applications. Acceptable products

and manufacturers are Tremco Dymonic one part polyurethane sealant, OSI Sealants

Pro Series PR-255 one part polyurethane sealant, and Pecora Corporation Dynatrol

I-XL, or approved equal.

• All exterior joints in vertical surfaces and nontraffic horizontal surfaces, including:

control and expansion joints in masonry, perimeter joints between frames of doors

and windows

• All other exterior joints noted to receive "sealant" or to be "caulked" which are not

otherwise specified.

JOINT SEALANT BACKING

• General: Provide sealant backings of material and type that are nonstaining; are

compatible with joint substrates, sealants, primers and other joint fillers; and are

approved for applications indicated by sealant manufacturer based on field

experience and laboratory testing.

• Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonstaining,

nonwaxing, nonextruding strips of flexible plastic foam of material indicated below

and of size, shape, and density to control sealant depth and otherwise contribute to

producing optimum sealant performance:

• Closed-cell polyethylene foam, nonabsorbent to liquid water and gas,

nonoutgassing in unruptured state.

• Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by

sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint

filler materials or joint surfaces at back of joint where such adhesion would result in

sealant failure. Provide self-adhesive tape where applicable.

CLEANING

• Clean off excess sealants or sealant smears adjacent to joints as work progresses

by methods and with cleaning materials approved by manufacturers of joint

sealants and of products in which joints occur.

EIFS SYSTEMPART 1 GENERAL

1.01 SECTION INCLUDES

A. Materials and installation of Air/Moisture Barrier and EIF System.

1.02 DELIVERY, STORAGE AND HANDLING

A. Deliver all materials in their original sealed containers bearing manufacturer's name and

identification of product.

B. Protect coatings (pail products) from freezing and temperatures in excess of 90 ° F (32 ° C).

Store away from direct sunlight.

C. Protect Portland cement based materials (bag products) from moisture and humidity. Store

under cover off the ground in a dry location.

1.03 COORDINATION/SCHEDULING

(The work in this section requires close coordination with related sections and trades)

A. Provide site grading such that EIFS terminates above finished grade a minimum of 8 inches

(203 mm) or as required by code.

B. Coordinate installation of foundation waterproofing, roofing membrane, windows, doors and

other wall penetrations to provide a continuous air barrier.

C. Provide protection of rough openings before installing windows, doors, and other

penetrations through the wall and provide sill flashing.

D. Coordinate installation of windows and doors so air barrier components are connected to

them to provide a continuous air barrier.

E. Install window and door head flashing immediately after windows and doors are installed.

F. Install diverter flashings wherever water can enter the wall assembly to direct water to the

exterior.

G. Install copings and sealant immediately after installation of the EIF system and when EIFS

coatings are dry.

H. Attach penetrations through EIFS to structural support and provide water tight seal at

penetrations.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Provide EIF System, Air/Moisture Barrier and accessories from single source manufacturer

or approved supplier.

B. The following are acceptable manufacturers:

1. Sto Corp.—Air/Moisture Barrier and EIF System OR Approved Equal

2.02 AIR/MOISTURE BARRIER

A. Sto Guard—fluid applied air/moisture barrier for exterior wall sheathing.

2.03 ADHESIVE (select one)

A. Sto BTS Plus—one-component, polymer-modified, cement based high build Adhesive.

2.04 INSULATION BOARD

A. Nominal 1.0 lb/ft3 (16 kg/m3 ) Expanded Polystyrene (EPS) Insulation Board in compliance

with ASTM C 578 Type I requirements, and EIMA Guideline Specification for Expanded

Polystyrene (EPS) Insulation Board.

2.05 BASE COAT

A. Sto BTS Plus—one-component polymer modified cement based high build base coat with

less than 33 percent Portland cement content by weight and capable of achieving minimum 1/16

inch (1.6 mm) thickness in one pass.

B. Sto RFP—one component ready mixed non-cementitious, fiber reinforced acrylic base coat.

C. Sto Flexyl—two component fiber reinforced acrylic based waterproof base coat mixed with

Portland cement.

2.06 REINFORCING MESHES

A. Standard Mesh (All areas higher than 9'-0" above adjacent grade)

1. Sto Mesh--nominal 4.5 oz./yd2 (153 g/m2 ), symmetrical, interlaced open-weave glass fiber

fabric made with minimum 20 percent by weight alkaline resistant coating for compatibility with

Sto materials (achieves Standard Impact Classification).

B. Ultra-High Impact Mesh

C. High Impact Mesh (All areas lower than 9'-0" above adjacent grade)

1. Sto Armor Mat--nominal 15 oz./yd2 (509 g/m2 ), ultra-high impact, double strand, interwoven,

open-weave glass fiber fabric with alkaline resistant coating for compatibility with Sto materials.

2.07 PRIMER (optional component)

A. Sto Primer¾ acrylic based tinted primer.

2.08 FINISH COAT

A. StoSilco Lit—silicone enhanced textured wall coating with graded marble aggregate.

2.09 JOB MIXED INGREDIENTS

A. Water--Clean and potable.

2.10 ACCESSORIES

A. Starter Track ¾ Rigid PVC (polyvinyl chloride) plastic track Part No. STDE as furnished by

Plastic Components, Inc., 9051 NW 97th Terrace, Miami, Florida 33178 (800 327-7077).

PART 3 EXECUTION

3.01 INSTALLATION

A. Install Air/Moisture Barrier and EIFS in compliance with manufacturer's published

instructions.

3.02 PROTECTION

A. Provide protection of installed materials from water infiltration into or behind them.

B. Provide protection of installed materials from dust, dirt, precipitation, freezing and continuous

high humidity until they are fully dry.

NTS

L1 Specifications

GLASS-FIBER BATT WALL INSULATIONSubject to compliance with requirements, manufacturers offering products that

may be incorporated into the Work include, but are not limited to: CertainTeed

Corporation, Johns Manville Corporation, Owens Corning.

• Location - all exterior wall assemblies as indicated on drawings.

• Kraft-faced glass fiber insulation complying w/ ASTM C 665, Type II, Class C.

• Thickness - R value varies - as shown on the drawings

PREPARATION AND INSTALLATION

• Proceed with installation only after unsatisfactory conditions have been

corrected.

• Install insulation that is undamaged, dry, and unsoiled and that has not been

left exposed at any time to ice and snow.

• Extend insulation in thickness indicated to envelop entire area to be

insulated. Cut and fit tightly around obstructions and fill voids with insulation.

Remove projections that interfere with placement.

• Apply single layer of insulation to produce thickness indicated, unless

multiple layers are otherwise shown or required to make up total thickness.

• Apply insulation units to substrates by method indicated, complying with

manufacturer's written instructions. If no specific method is indicated, bond

units to substrate with adhesive or use mechanical anchorage to provide

permanent placement and support of units.

• Set vapor-retarder-faced units with vapor retarder to warm side of

construction, unless otherwise indicated. Do not obstruct ventilation spaces,

except for firestopping.

• Tape joints and ruptures in vapor retarder, and seal each continuous area of

insulation to surrounding construction to ensure airtight installation.

• Seal joints caused by pipes, conduits, electrical boxes, and similar items

penetrating vapor retarders with vapor-retarder tape to create an airtight seal

between penetrating objects and vapor retarder.

• For metal-framed wall cavities retain insulation in place by metal clips and

straps, spaced at intervals recommended in writing by insulation

manufacturer to hold insulation securely in place.

• Stuff glass-fiber insulation into miscellaneous voids and cavity spaces where

shown and as required for thermal protection and air infiltration reduction.

Compact to approximately 40 percent of normal maximum volume.

PROTECTION

• Protect installed insulation and vapor retarders from damage due to harmful

weather exposures, physical abuse, and other causes. Provide temporary

coverings or enclosures where insulation is subject to abuse and cannot be

concealed and protected by permanent construction immediately after

installation.

FOUNDATION INSULATION• Foundation insulation shall be STYROFOAM Brand Square Edge or Score Board insulation manufactured

by The Dow Chemical Company.

• The insulation shall meet ASTM C578, Type IV. See Dow Technical Data Sheet 2.1.1 for minimum design

values.

• The insulation shall be 24 inches x 96 inches x 2 inches in thickness to achieve the desired U-factor through

the completed foundation construction.

• STYROFOAM Brand Square Edge or Score Board insulation has an aged R-value of 5.0 ft2oho°F/Btu per

inch of thickness when tested at 75°F mean temperature in accordance with ASTM C518.

• Adhesive shall be Contech PL300 or other compatible polystyrene foam board adhesive.

PREPARATION AND INSTALLATION

• Foundation wall substrate, adjacent materials and insulation boards shall be dry and ready to receive

insulation and adhesive.

• Foundation wall substrate shall be flat and free of fins and irregularities and other materials that may

impede adhesive bond.

• Floor slab grade shall be well tamped, drained and covered with the required vapor barrier.

• Place insulation boards with long edge horizontally on the interior foundation wall from a point establishing

the top of the proposed floor slab down 2 feet.

• Secure boards to the foundation wall with adhesive.

• Butt all edges tightly. Stagger all end joints.

• Place insulation boards horizontally on slab vapor retarder butted up to the foundation wall and extend

under floor slab for a distance equal to 4 feet in from the interior face of the foundation wall.

WEATHER RESISTIVEBARRIER

• New weather resistive barrier shall be installed

directly over new exterior gypsum board sheathing

and membrane flashings, in all areas under metal

wall and fascia panels and Quik-Brik and Split Face

CMU as indicated on the drawings.

• Weather Resistive Barrier shall be TYVEK

HomeWrap, as manufactured by The Dupont

Company, Wilmington, Delaware 19805, or Typar®

HouseWrap, as manufactured by BBA Fiberweb, 70

Old Hickory Blvd, Old Hickory, TN 37138

• Install in accordance with the manufacturer's written

instructions.

PT WOOD BLOCKING• All new wood blocking, sill plates, and misc. wood

framing shall be preservative treated southern

yellow pine. The preservatives shall conform to the

requirements of Federal Specification TT-W-571 and

American Wood Preservers Association (AWPA)

Standard P5. Preservatives shall be either oil-base

or waterborne.

• All lumber shall bear an American Wood Preservers

Bureau (AWPB) Quality Control Mark indicating

compliance with the appropriate AWPB Quality

Control Standard.

• All lumber shall bear an American Wood Preservers

Bureau mark indicating (KDAT) to insure that after

treatment, lumber was kiln dried to a 19% or less

moisture content.

FOUNDATIONWATERPROOFING

• Foundation Waterproofing shall be Carlisle

Barricoat-S as manufactured by Carlisle Coatings

& Waterproofing.

• Masonry Foundation to be finished as required by

Carlisle to apply product.

• Install as per manufacturers typical installation

instructions and details.

TB1

TB1 Spec's

COLD FORMED METAL FRAMINGPRODUCTS

• Manufacturers: Dietrich Metal Framing, 500 Grant Street, Suite 2226,

Pittsburgh, PA 15219, (412) 281-2805, Fax (412) 281-2965; Marino Ware

Industries, 400 Metuchen Road, South Plainfield, NJ 07080, (800)

627-4661, Fax (908) 753-8786; or approved equal.

SUBMITTALS

• Structural Performance: Design, engineer, fabricate, and erect cold-formed

steel framing members to withstand specified design loads within limits and

under conditions required.

• Design Loads: (In accordance with 2006 IBC)

• Walls - 30 psf live (in all directions)

• Roof - 30 psf live, 20 psf dead

• Wall framing: deflection less than or equal to 1/360 of the span.

• Roof Framing: Vertical deflection less than or equal to 1/240 of the span.

• Structural Calculations: Submit structural calculations for roof framing

prepared by manufacturer and sealed by a professional engineer registered

in the state of New Jersey for approval by project Architect. Calculations to

include verification of attachments to structure and adjacent framing

components.

• Shop Drawings: Submit shop drawings prepared by the manufacturer

showing plans, sections, elevations, layouts, profiles and Show connection

details with screw types and locations, weld lengths and locations, and

other fastener requirements.

MATERIALS

• Cold Formed Metal Framing and Accessories: Metal Framing components

are cold roll formed into "C" and channel shapes from sheet steel slit from

master coils of galvanized steel.

• Steel C-Studs, Runner Track, clip angles, Flat Strapping, Custom

Brake-Formed Shapes: Material: Cold formed steel. Material Standard:

Comply with ASTM A1003. Industry Standard: Designed in accordance with

AISI Specifications for Design of Cold Formed Steel Structural Members.

• Coating: Galvanized, comply with ASTM C955.

• Minimum Yield Strength: 33 ksi.

FASTENERS

• Fasten components using self-tapping screws or welding of sufficient size to

ensure the strength of the connection. Welding is permitted on 18 gauge or

heavier material.

• Welds shall be performed by operators qualified in accordance with Section

6.0 of the American Welding Society's "Structural Welding Code-Sheet

Metal" (AWS 01.3-2000). Touch up all welds with zinc-rich paint.

ERECTION

• Erect framing and panels plumb, level and square.

• Anchor runner track securely to the supporting structure.

• Cut all framing components squarely for attachment to perpendicular

members, or as required for an angular fit against abutting members. Hold

members positively in place until properly fastened.

• Install axially loaded studs to have full bearing against inside track web

(1/16" (1.6 mm) maximum gap) prior to stud and track attachment. Splices

in axially loaded studs are not permitted.

• Attach wall stud bridging in a manner to prevent stud rotation. Space

bridging rows according to manufacturers framing recommendations

• Frame wall openings to include headers and supporting studs as shown in

the drawings

• Provide temporary bracing until erection is completed.

REFERENCES

• General: Standards listed by reference, including revisions by issuing

authority, form a part of this specification section to the extent indicated.

Standards listed are identified by issuing authority, authority abbreviation,

designation number, title or other designation established by issuing

authority. Standards subsequently referenced herein are referred to by

issuing authority abbreviation and standard designation.

• American Society for Testing and Materials (ASTM):

• ASTM A1003 Standard Specification for Steel Sheet, Carbon, Metallic- and

Nonmetallic-Coated for Cold-Formed Framing Members.

• ASTM C955 Standard Specification for Load-Bearing (Transverse and

Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw

Application of Gypsum Panel Products and Metal Plaster Bases.

• ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws

for the Application of Gypsum Panel Products or Metal Plaster Bases to

Wood Studs or Steel Studs.

• ASTM C1007 Standard Specification for Installation of Load Bearing

(Transverse and Axial) Steel Studs and Related Accessories.

• American Welding Society (AWS):

• Structural Welding Code - Sheet Steel D.1.3, 2000.

EXTERIOR GYPSUM SHEATHING BOARD• Exterior Gypsum Sheathing Board shall be DensGlass Gold Exterior Guard, as manufactured by G-P Gypsum Corporation, 55 Park Place, 19th floor, Atlanta,

GA 30303. Technical (800) 225-6119.

• Thickness shall be 5/8" unless otherwise noted.

ACCESSORIES

• Joint tape: 2" wide, 10x10 glass mesh tape.

• Joint compound: G-P Gypsum setting-type joint compound.

• Screws, metal framing:

• Type S-12, bugle head, self-tapping, rust-resistant, fine thread for heavy-steel gauge (12 to 22).

• Type S, bugle head, rust-resistant sharp point, fine thread for light-gauge metal framing or furring.

• 2" wide 10 x 10 glass mesh Quick Tape or equivalent

INSTALLATION

• Provide Dens-Glass Gold sheathing where exterior gypsum sheathing is indicated on drawings. Install sheathing in accordance with manufacturer's

instructions and applicable instructions in GA-253 and ASTM C 1280.

• Install Dens-Glass Gold sheathing with gold side out.

• Use maximum lengths possible to minimize number of joints.

• Metal framing: Attach Dens-Glass Gold sheathing to metal framing with screws spaced 8" o.c. at perimeter where there are framing supports; and 8" o.c.

along intermediate framing in field.

• Drive fasteners to bear tight against and flush with surface of sheathing. Do not countersink.

• Locate fasteners minimum 3/8" from edges and ends of sheathing panels.

• Seal fasteners using Dow Corning 795 or Borden HPPG Elmers Siliconized Acrylic Latex Caulk or equivalent.

• Finish joints using Dow Corning 795 or Borden HPPG Elmers Siliconized Acrylic Latex Caulk or equivalent. Reinforce with 2" wide 10 x 10 glass mesh Quick

Tape or equivalent.

EXTERIOR PLYWOOD SHEATHING• New exterior plywood sheathing material shall be APA-Rated Structural 1, and

Exposure 1, oriented strand board (OSB) panels. New exterior plywood sheathing

shall have an APA Span Rating of 24/16 and thickness shall be 3/4" thick.

• Oriented Strand Board, (OSB) exterior wood sheathing panels shall be as

manufactured by Louisiana-Pacific Corporation (LP), 10910 Commerce Road,

Athens, GA 30607. Fastening shall be in accordance with the applicable sections

of the International Building Code 2006, for wind loading of APA rated panel shear

walls applied directly to metal framing.

PT WOOD BLOCKING• All new wood blocking, sill plates, and misc. wood framing shall be preservative

treated southern yellow pine. The preservatives shall conform to the requirements

of Federal Specification TT-W-571 and American Wood Preservers Association

(AWPA) Standard P5. Preservatives shall be either oil-base or waterborne.

• All lumber shall bear an American Wood Preservers Bureau (AWPB) Quality

Control Mark indicating compliance with the appropriate AWPB Quality Control

Standard.

• All lumber shall bear an American Wood Preservers Bureau mark indicating

(KDAT) to insure that after treatment, lumber was kiln dried to a 19% or less

moisture content.

NTS

A1 Specifications

FRAME TYPE "A1"

DOOR TYPE "A1"

7'-0"

2"

7'-2"

3'-0"

3'-4"

KAWNEER 350 MEDIUM STILE DOOR WITH

1/4" THICK CLEAR SAFETY GLASS

FRAME TYPE "A2"

DOOR TYPE "A1"

6'-8"

2"

7'-2"

3'-0"

5'-0"

KAWNEER 350 MEDIUM STILE DOOR WITH

1/4" THICK CLEAR SAFETY GLASS

KAWNEER TRIFAB VG 451 WITH 1/2" THICK CLEAR SAFETY GLASS

4"

7'-0"

2"

7'-2"

FRAME TYPE "A3"KAWNEER TRIFAB VG 451 WITH 1/2" THICK

CLEAR SAFETY GLASS

5'-4"

2"

7'-2"

7'-8"

2"

2" TYP2" TYP2" TYP

SEE HOLLOW METAL SPEC'S

FRAME TYPE "HM1"

DOOR TYPE "HM1"

3'-0"

7'-0"

FRAME TYPE "HM2"

DOOR TYPE "HM2"

6'-0"

7'-0"

FRAME TYPE "HM1"

DOOR TYPE "HM2"

3'-0"

7'-0"

2"

7'-2"

2" TYP 2" TYP 2" TYP

4"

7'-4"

4"

7'-4"

SEE HOLLOW METAL SPEC'S SEE HOLLOW METAL SPEC'S

FRAME TYPE "OH1"

DOOR TYPE "OH1"

16'-0"

8'-0"

1705

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14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

ISSUED FOR

OWNER REVIEW ONLY

APRIL 10, 2017

Towne Toyota


DOOR, HARDWARE & WINDOW

SCHEDULES & SPECIFICATIONS

A-501N.T.S.

A1 Door Schedule

STOREFRONT SYSTEMS• Acceptable Manufacturers: Kawneer Company, Inc. or approved

equal.

• Series: Trifab® VG 451 (non-thermal) or Trifab® VG 451T (thermal)

Storefront System

• Framing Member Profile: 2" x 4-1/2" (50.8 x 114.3) nominal

dimension; Center Glazed; Screw Spline Fabrication.

• Fasteners: Where exposed, shall be Stainless Steel.

• Gaskets: Glazing gaskets shall be extruded EPDM rubber.

• Perimeter Anchors: Aluminum. When steel anchors are used,

provide insulation between steel material and aluminum material to

prevent galvanic action.

• Thermal Barrier (Trifab® VG 451T):

• Kawneer IsoLock® Thermal Break with a 1/4" (6.4) separation

consisting of a two-part chemically curing, high-density polyurethane,

which is mechanically and adhesively joined to aluminum storefront

sections. Thermal Break shall be designed in accordance with AAMA

TIR-A8 and tested in accordance with AAMA 505.

ENTRANCE DOORS

• Kawneer Aluminum Entrances.

• Series: 350 Standard Medium Stile Door W/ OPTIONAL 7-1/2"

BOTTOM RAIL

• Finish/Color: Clear Anodized Aluminum

• Material Standard: ASTM B 221; 6063-T6 alloy and temper

• Glazing gaskets shall be either EPDM elastomeric extrusions or a

thermoplastic elastomer.

• Provide adjustable glass jacks to help center the glass in the door

opening.

• Fasteners: Where exposed, shall be aluminum OR stainless steel.

• Perimeter Anchors: Aluminum. When stainless steel anchors are

used, provide insulation between steel material and aluminum material

to prevent galvanic action.

• Weatherstripping: Meeting stiles on pairs of doors shall be equipped

with an adjustable astragal utilizing wool pile with polymeric fin. The

door weathering on a single acting offset pivot or butt hung door and

frame (single or pairs) shall be Kawneer Sealair® weathering. This is

comprised of a thermoplastic elastomer weathering on a tubular

shape with a semi-rigid polymeric backing.

• Sill Sweep Strips: EPDM blade gasket sweep strip in an aluminum

extrusion applied to the interior exposed surface of the bottom rail with

concealed fasteners (Necessary to meet specified performance tests).

• Threshold: Extruded aluminum, one piece per door opening, with

ribbed surface.

• Hinges - Offset Pivot

• Hardware for Entrances (Refer to Hardware Schedule)

SEALANTS: REFER TO JOINT TREATMENT (SEALANTS) SECTION.

SEALED INSULATING GLASS:

• All Exterior Architectural Aluminum Glazed Storefront Systems and

entrance doors shall have double pane Insulating Glass Units. These

shall consist of an annealed clear float glass exterior light, an argon

gas filled airspace, and an annealed clear float glass interior light.

Annealed clear float glass shall meet the requirements of ASTM C

1036, Type 1, Class 1, Quality Q3. Insulating Glass Units shall meet

the requirements of ASTM E 774, Class A, when tested in accordance

with ASTM E 773 by an independent testing laboratory.

• Thicknesses: 1/4" exterior + 1/2" air space + 1/4" interior:

• Safety Glass: All Insulating Glass Units located where safety glass

is required by the International Building Code, 2006 Edition, shall

contain a safety glass light (exterior or interior) on the side that is

exposed to the hazard. This safety glass light shall be Tempered

Float Glass and shall meet the current requirements of ASTM C 1048

"Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind

FT Coated and Uncoated Glass". All Tempered glass shall have a

permanent logo, which signifies Safety Commission 16 CFR-1201 and

the safety glass test requirements of ANSI Z 97.1 (current editions).

FABRICATION

• Fabricate components per manufacturer's installation instructions

and with minimum clearances and shim spacing around perimeter of

assembly, yet enabling installation and dynamic movement of

perimeter seal.

• Accurately fit and secure joints and corners. Make joints flush,

hairline and weatherproof.

• Prepare components to receive anchor devices. Fabricate anchors.

Arrange fasteners and attachments to conceal from view.

FINISHES

• Clear Anodized Aluminum.

SOURCE QUALITY:

• Provide aluminum storefront and entrance doors specified herein

from a single source.

• Fabrication Tolerances: Fabricate aluminum storefront in

accordance with framing manufacturer's prescribed tolerances.

EXECUTION

• Site Verification of Conditions: Verify substrate conditions (which

have been previously installed under other sections) are acceptable

for product installation in accordance with manufacturer's instructions.

Verify openings are sized to receive storefront system and sill plate is

level in accordance with manufacturer's acceptable tolerances.

• Field Measurements: Verify actual measurements/openings by field

measurements before fabrication; show recorded measurements on

shop drawings. Coordinate field measurements, fabrication schedule

with construction progress to avoid construction delays.

INSTALLATION

• General: Install framing system in accordance with manufacturer's

instructions and AAMA storefront and entrance guide specifications

manual.

• Dissimilar Materials: Provide separation of aluminum materials from

sources of corrosion or electrolytic action contact points.

• Weathertight Construction: Install sill members and other members

in a bed of sealant or with joint filler or gaskets, to provide

weathertight construction. Coordinate installation with wall flashings

and other components of construction.

• Attach to structure to permit sufficient adjustment to accommodate

construction tolerances and other irregularities.

• Provide alignment attachments and shims to permanently fasten

system to building structure. Align assembly plumb and level, free of

warp and twist. Maintain assembly dimensional tolerances aligning

with adjacent work.

PROTECTION AND CLEANING

• Protection: Protect installed product's finish surfaces from damage

during construction. Protect aluminum storefront system from damage

from grinding and polishing compounds, plaster, lime, acid, cement, or

other harmful contaminants.

• Cleaning: Repair or replace damaged installed products. Clean

installed products in accordance with manufacturer's instructions prior

to owner's acceptance. Remove construction debris from project site

and legally dispose of debris.

HOLLOW METAL DOORS AND FRAMESPRODUCTS

• Frames and frame components shall be manufactured from commercial quality carbon steel conforming to ASTM

designation A568 and A569 or hot-dipped galvannealed steel having an A60 zinc-iron alloy coating conforming to

ASTM designation A653. Galvannealed steel shall be treated to insure proper paint adhesion. All steel component

parts used in galvannealed doors and/or frames shall meet the galvanized specification.

• All doors, frames and frame components shall be cleaned, phosphatized and finished as standard with one coat of

rust inhibiting prime paint in accordance with ANSI A250.10.

DOORS

• Exterior door shall be 16 gage hot dipped galvannealed steel, with closed tops.

• Construction of Doors:

• Doors shall be full-flush, fabricated from commercial quality carbon steel or hot-dipped galvannealed steel.

• Doors shall be reinforced, stiffened, sound deadened and insulated with impregnated Kraft honeycomb core

completely filling the inside of the doors and laminated to inside faces of both panels using contact adhesive applied

to both panels and honeycomb core.

• Door shall have continuous vertical mechanical interlocking joints at lock and hinge edges with visible edge seams.

An intermittent fastening along the seam is not permitted. Doors shall have beveled (1/8" in 2") hinge and lock edges.

Top and bottom steel reinforcement channels shall be galvannealed 14 gage and projection welded to both panels.

• Hinge reinforcements shall be 7 gage for 1-3/4" doors. Lock reinforcements shall be 16 gage and closer

reinforcements 14 gage - box minimum 6" high and 20" long. Hinge and lock reinforcements shall be projection

welded to the edge of the door. Galvannealed doors shall have galvannealed hardware reinforcements. Adequate

reinforcements shall be provided for other hardware as required.

• All exterior out swing doors shall have the tops closed to eliminate moisture penetration. Door tops shall no have

holes or openings. Top caps are permitted.

• All exterior doors shall include a self-adjusting, concealed door sweep installed in the bottom channel. The bottom

seal shall not include springs.

FRAMES

• Knock-down or field assembled frames shall not be permitted.

• Exterior frames shall be 14 gage hot dipped galvannealed steel.

• Interior frames shall be 16 gage commercial quality carbon steel.

• Frames shall have 2" faces and welded. Miter corners shall have reinforcements with four concealed integral tabs

for secure and easy interlocking of jambs to head.

• Exterior frames in masonry walls shall have 4" faced heads.

• Frames shall be supplied with factory installed rubber silencers, (3) per strike jamb and (2) per head for pairs of

doors. Stick on silencers shall not be permitted.

• Frames shall have 7 gage universal steel hinge reinforcements prepared for 4-1/2" x 4-1/2" standard or heavy weight

template hinges. Strike reinforcements shall be 16 gage and prepared for an ANSI-A115.1-2 strike.

• Galvannealed frames shall have galvannealed hardware reinforcements. Adequate reinforcements shall be provided

for other hardware when required. Masonry anchored frames shall be furnished with a minimum of six wall anchors

and two adjustable base anchors of manufacturer's standard design.

• All exterior frames shall include a synthetic rubber pressure sensitive weather-stripping. Weather-stripping shall be

mounted to the stop of the frame. Door and frame assembly shall have an air infiltration rate of .074 CFM/lineal foot

of crack when tested in accordance with ASTM designation E283 and UL 1784.

• All hinge and strike reinforcements shall be projection welded to the door frame.

• Reinforcements for surface closer shall be 14 gage steel. Adequate reinforcements shall be provided for other

hardware when specified.

• Frames shall be Set up and welded with faces welded and ground smooth. Miters of frames shall be back welded.

Weld shall penetrate the outside face. Faces shall be dressed smooth and prime painted. Filler materials are not

permitted.

FINISH

• All doors, frames and frame components shall be cleaned, phosphatized and finished as standard with one coat of

rust inhibiting prime paint in accordance with the ANSI A250.10 "Test Procedure and Acceptance Criteria for Prime

Painted Steel Surfaces for Steel Doors and Frames".

INSTALLATION

• Doors and frames shall be installed in accordance with ANSI/DHI A115.IG Installation Guide for Doors and Frames

and/or manufacturers installation instructions.

• Label doors and frames shall be installed per NFPA-80 and/or as noted in item number 3.01A.

SUBMITTALS

• Submit shop drawings (and product data) to include:

• Frame configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish.

• Door elevations, internal reinforcement, closure method, and cutouts.

N.T.S.

G1 Door & Window Specifications

ROOM NAMEDOOR

FRAME HARDWARE

SET

FIRE

RATINGREMARKSDOOR

NO.TYPE MATERIAL

NOMINAL SIZEWIDTH HEIGHT THKNS TYPE MATERIAL

SERVICE BAYS 101 A1 ALUMINUM & GLASS 3'-0" 7'-0" 1 3/4" A1 ALUMINUM -


GARBAGE AREA 103 HM1 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

USED OIL AREA 104 HM2 HOLLOW METAL (2)3'-0" 7'-0" 1 3/4" HM2 HOLLOW METAL -


STORAGE 106 HM1 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

SERVICE BAYS 107 OH1 STEEL 16'-0" 8'-0" 2" OH1 STEEL -

EQUIPMENT ROOM 108 HM2 HOLLOW METAL (2)3'-0" 7'-0" 1 3/4" HM2 HOLLOW METAL -

UTILITY & COMPRESSOR ROOM 109 HM2 HOLLOW METAL (2)3'-0" 7'-0" 1 3/4" HM2 HOLLOW METAL -

PARTS COUNTER AREA 110 HM1 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

BREAK ROOM 111 HM1 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

WOMENS BATHROOM 112 HM2 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

MENS BATHROOM 113 HM2 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

JANITORS CLOSET 114 HM2 HOLLOW METAL 3'-0" 7'-0" 1 3/4" HM1 HOLLOW METAL -

N.T.S.

C1 Frame & Door Type Elevations

3" = 1'-0"

G9 Exterior HM Frame

HEAD

3" = 1'-0"

G12 Interior HM Frame

3" = 1'-0"

A9 Aluminum @ CMU/EIFS3" = 1'-0"

A12 Aluminum Entry @ CMU/EIFS

SILL

HEAD

SILL

HEAD

SILL

HEAD

SILL

EIFS OVER 1-1/2" RIGID

INSULATION SEE

SPECIFICATIONS

PRECAST LINTEL SEE

STRUCTRUAL DRAWINGS

EXTERIOR CMU WALL

ASSEMBLY SEE WALL

SECTIONS

RETURN EIFS INTO

WINDOW HEAD AS SHOWN

CONTINUOUS SEALANT

AT ALL EDGES

ALUMINUM FRAME AS

PER FRAME TYPES

AND SPECIFICATIONS

CONTINUOUS

TREATED 2X6

BLOCKING @

HEAD/JAMB & SILL

1X4 CASEMENT

TRIM W/ 1" TRIM

RETURNED INTO

FRAME AS SHOWN

INSULATED

GLAZING AS PER

FRAME TYPES

SLOPED EIFS SILL


INSULATION SEE

SPECIFICATIONS

EXTERIOR CMU WALL

ASSEMBLY SEE WALL

SECTIONS

CONTINUOUS

TREATED 2X6

BLOCKING @

HEAD/JAMB & SILL

1X4 CASEMENT

TRIM W/ 1" TRIM

RETURNED INTO

FRAME AS SHOWN

CONTINUOUS SEALANT

AT ALL EDGES

ALUMINUM FRAME AS

PER FRAME TYPES

AND SPECIFICATIONS


INSULATION SEE

SPECIFICATIONS

PRECAST LINTEL SEE

STRUCTRUAL DRAWINGS

EXTERIOR CMU WALL

ASSEMBLY SEE WALL

SECTIONS

RETURN EIFS INTO

WINDOW HEAD AS SHOWN

CONTINUOUS SEALANT

AT ALL EDGES

ALUMINUM FRAME AS

PER FRAME TYPES

AND SPECIFICATIONS

CONTINUOUS

TREATED 2X6

BLOCKING @

HEAD/JAMB & SILL

1X4 CASEMENT

TRIM W/ 1" TRIM

RETURNED INTO

FRAME AS SHOWN

ALUMINUM

ENTRANCE

DOOR AS PER

SPECIFICATION

ALUMINUM

ENTRANCE

DOOR AS PER

SPECIFICATIONALUMINUM SILL

SET IN MASTIC

EXISTING EXTERIOR

PAVING TO REMAIN

EXISTING SLAB

TO REMAIN

SILL WITH INTEGRAL

WEATHER STRIP SET IN

MASTIC. SEE DOOR

SCHEDULE FOR SPEC.

HEAD/JAMB SEAL

ALIGNED WITH FRAME

AS SHOWN. SEE DOOR

SCHEDULE FOR SPEC.

HM FRAME ANCHORED

TO WALL ASSEMBLY

WITH CONTINUOUS

SEALANT AT ALL EDGES

INSULATED HM DOOR

INTERLOCKING WATER

SHED FOR OUTSWINGING

DOORS WITH END CAPS

SHALL BE ZERO

INTERNATION MODEL #141A

PRECAST LINTEL SEE

STRUCTRUAL DRAWINGS

EXTERIOR CMU WALL

ASSEMBLY SEE WALL

SECTIONS

EXISTING EXTERIOR

PAVING TO REMAIN

EXISTING SLAB

TO REMAIN

HM FRAME ANCHORED

TO WALL ASSEMBLY

WITH CONTINUOUS

SEALANT AT ALL EDGES

PRECAST LINTEL SEE

STRUCTRUAL DRAWINGS

INTERIOR CMU WALL

ASSEMBLY SEE WALL

SECTIONS

HM DOOR

HM DOOR

EXISTING SLAB

TO REMAIN

OVERHEAD DOORS• Acceptable Manufacturers:

M i crowave

SOLID SURFACE COUNTER

ON 3/4" PLYWD TO EXTEND

THRU OPENING AS SHOWN

CORRIDOR

SIDE

PARTS

SIDE

4" 6" 2'-2"

3'-0"

3'-4"

4'-8"

MO

412"

2"

4'-11

2"

PASS THRU-WINDOW SHALL BE DAISY

MODEL D1041A WITH SATIN ANODIZED

FINISH WITH 1/4" SAFETY GLASS AS

MANUFACTURED BY C.R. LAURENCE CO.

www.crlaurence.com

CMU WALL AS PER TYPICAL

PARTITION DETAILS & WALL

SECTIONS

SEE FINISH PLANS FOR FLOOR,

BASE AND WALL FINISHES

CMU WALL AS PER TYPICAL

PARTITION DETAILS & WALL

SECTIONS

PRECAST LINTEL AS PER

STRUCTURAL DRAWINGS

TREATED WOOD BLOCKING

AS REQURIED ANCHORED TO

BLOCK WALL

TREATED WOOD BLOCKING

AS REQURIED ANCHORED TO

BLOCK WALL

WRAP ENTIRE OPENING IN

TRIM AS SELECTED BY OWNER

CONTINUOUS 1/2" TRIM AT

HEAD & JAMB RETURNS

WORK COUNTER SUPPORT

BRACKETS SHALL BE A&M "15X21"

12 GAUGE 304 STAINLESS STEEL

WITH BRUSHED FINISH AS

MANUFACTURED BY A&M

HARDWARE

(www.AandMHardware.com)

(4'-0" O.C. MAXIMUM)

GRANITE BACK SPLASH TO

ALIGN W/ ADJACENT TILE2'-0"

STEEL TUBING SUPPORT

PAINTED BLACK MATTE

PIPE INSULATION AS PER ADA

REQUIREMENT

4"

2'-10"

7"

2'-3"

FIRE RETARDANT BLOCKING AS

REQ'D

12" SATIN CHROME METAL TRIM

ON ALL SIDES

MIRROR ATTACHED BY

ADHESIVE/MASTIC APPLICATION

GRANITE COUNTERTOP W/

UNDERCOUNTER SINK

CERAMIC TILE, SEE FINISH PLAN

1705

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14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

ISSUED FOR

OWNER REVIEW ONLY

APRIL 10, 2017

Towne Toyota


ENALRGED FLOOR PLAN

& INTERIOR DETAILS

A-6011/4" = 1'-0"

A1 Enlarged 1st Floor Plan

20'-2"

19'-8" CLEAR

15

'-0"

15

'-4"

30

'-4"

7'-0"

6'-1"

1'-4" 3'-4"

MO

7'-10" 3'-4"

MO

1'-0" 3'-4"

MO

5'-4"

4'-8"

1'-4" 3'-4"

MO

3'-0" 12'-0"

MO

5'-10"

25'-6"

8'-2" 8'-2"

TAG CATEGORY: DIMENSIONS: LOCATION / USE: SOURCE: ITEM #: COLOR: NOTE: FURN'D BY: INST'D BY:

A1 DISPENSER - AIR FRESHENER 5 7/8"(H)x2 7/8"(W)x3"(D) LOCKER ROOMS AND TOILETS GOOD EARTH 1793547 TCELL WHITE SURFACE MOUNTED G.C. G.C.

A2 DISPENSER - SOAP 14"(H)x5 1/4"(W) VANITIES NEXT TO EACH SINK BOBRICK BOBRICK B-826.18 STAINLESS STEEL UNDER COUNTER MOUNT G.C. G.C.

A3 DISPENSER - TOILET TISSUE 14 1/2"(H)x5 1/2"(W)x6 1/2"(D) AT ALL TOILETS BOBRICK BOBRICK B-6999 STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

A4 GRAB BARS 36"(L)x1/2"(DIA) HANDICAPPED ACCESSIBLE TOILETS BOBRICK BOBRICK B-6806 SERIES STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

A5 GRAB BARS HORIZ: 42"(L)x1/2"(DIA) + VERT: 18" (L)x1/2"(DIA) HANDICAPPED ACCESSIBLE TOILETS BOBRICK BOBRICK B-6806 SERIES STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

A6PAPER TOWEL DISPENSER & TRASH

RECEPTACLE COMBO56(H)x17.25"(W) X 9"(D) (4" EXPOSED DEPTH) TOILETS BOBRICK BOBRICK B-3979 STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

A7 HAND DRYER 14" (H) x 14" (W) x 4" (D) TOILETS BOBRICK BOBRICK B-7128 STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

A8 MIRROR - TOILETS - - - SURFACE MOUNTED G.C. G.C.

A9 REFRIGERATOR - BREAKROOMS - - STAINLESS STEEL - OWNER G.C.

A10 MICROWAVE - BREAKROOMS - - STAINLESS STEEL UNDER-COUNTER MOUNTED OWNER G.C.

A11 SHELF WITH MOP & BROOM HOLDERS 34" JANITOR'S CLOSET BOBRICK BOBRICK B-239 X 34 STAINLESS STEEL SURFACE MOUNTED G.C. G.C.

NTS

K6 Accessories Schedule

SYMBOL LEGEND

CT3 SEE FINISH SCHEDULE

1 SEE ACCESSORIES SCHEDULE

A SEE KEYED NOTES BELOW

ALL MILLWORK IN THE BREAKROOMS SHALL BE EQUAL TO THE

FOLLOWING:

• ALL FINISHED SURFACES SHALL BE HIGH PRESSURE DECORATIVE

PLASTIC LAMINATE (.032 FOR VERTICAL SURFACES AND .050 FOR

COUNTERTOPS) AS SELECTED BY THE OWNER FROM A FULL RANGE

OF COLOR OPTIONS AND PATTERNS FROM FORMICA AND OR

WILSONART. ALL EDGES TO BE EDGE BANDED.

• ALL CABINETS SHALL BE ASSEMBLED USING FULL PLYWOOD

CONSTRUCTION WITH PARTICLEBOARD ONLY AT DOOR AND

DRAWER FRONTS.

• COUNTERTOPS SHALL BE SOLID SURFACE AS SELECTED BY OWNER.

• ALL HINGES SHALL BE HEAVY DUTY FULLY CONCEALED WITH 170

DEGREE SWING AND FULL 6-WAY ADJUSTMENT AND SELF-LATCHING.

• HARDWARE SHALL BE WIRE TYPE WITH 4" CENTERS IN BLACK EPOXY

POWDER COATED FINISH OR AS SELECTED BY OWNER.

NOTE: ALL BATHROOM ACCESSORIES TO BE MOUNTED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS TO BE ADA COMPLIANT.

SPECIFIC NOTES:

A. MICROWAVE ALCOVE WITH GRANITE TOP INSERT AS

SHOWN.

B. BATHROOM VANITY SEE DETAIL G9/A601.

C. MILLWORK @ BREAK ROOM W/ SINK & FAUCET AS

SPECIFIED AND CABINETS AS PER DETAIL A13/A601.

D. JANITORS CLOSET SINK SEE MEP DRAWINGS

E. PARTS COUNTER & PASS THRU WINDOW SEE DETAIL

A9/A601.

F. BREAK ROOM LOCKERS AS SELECTED BY OWNER.

NTS

K1 Symbol Legend

NTS

H13 Millwork Spec's

A

A8

A1

A1A1

A3F7

H6

H7

F6

A3A4

A5

A2

A6A6

A7 A7

A10

A11

3'-0"

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

A9

C

B B

D

E

19'-0"

2'-0"

MILLWORK SPECIFICATIONS

F

1/4" = 1'-0"

A6 Break Room Elevation

5'-10"

12'-0"

1/4" = 1'-0"

C6 Break Room Elevation

A8F7

H6

H7

F6

A2

A5

D1

0

D5

A10

MULTIPLE INTERIOR ELEVATION DESIGNATION

DETAIL #'S

DRAWING #

1/4" = 1'-0"

H6 BR Elev

1/4" = 1'-0"

F6 BR Elev

1/4" = 1'-0"

H7 BR Elev

1/4" = 1'-0"

F7 BR Elev

1" = 1'-0"

A9 Parts Counter & Pass-Thru Window Dtl.

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

G9 Bathroom Vanity Detail

4"

4'-4"

2'-8"

7'-0"

SEE FINISH SCHEDULE FOR

FLOOR, BASE & WALL FINISHES

LA

MIN

AT

E A

T A

LL

EX

PO

SE

D F

AC

ES

LAMINATE AT ALL

EXPOSED FACES

SOLID SURFACE

COUNTERTOP AND

BACKSPLASH

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

A13 Breakroom Millwork Dtl.

NTS

K3 Specific Notes

-

-

A6

C6

CONCRETE SLAB

FINISHED CONCRETE

ANODIZED ALUMINUM

TRANSITION TRIM

MANUF. : SCHLUTER SYSTEMS

MODEL : RENO-RAMP

HYDRODUCT 860

DRAINAGE COMPOSITE

OVER WATERPROOFING,

TYP.

CERAMIC TILE

THIN SET

TILE TO CONCRETE

BLACK VINYL J MOLDING

BY FLEXCO OR EQUAL

VCT

LEVELING BED

VCT TO CONCRETE

FINISHED CONCRETE

CONCRETE SLAB

1705

A

B

C

D

E

F

G

H

J

K

L

M

N

14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017

ISSUED FOR

OWNER REVIEW ONLY

APRIL 10, 2017

Towne Toyota


1ST FLOOR FINISH PLAN & SCHEDULE

A-7011/8" = 1'-0"

A7 1st Floor Finish Plan1/4" = 1'-0"

A1 Enlarged 1st Floor Finish Plan

RF2AVB04

-

Finish Plan Designations

RF2A

BASE FINISH

DESIGNATION

WALL FINISH

DESIGNATION

FLOOR FINISH

DESIGNATION

SPECIFIC ACCENT

FINISH DESIGNATION

REQUIRED FLOOR

TRANSITION LOCATIONETR

ETR

PT

ETRETR

PT

VCTRB

PT

VCTRB

PT

CTCTB

WCTCT

CTB

WCTEPX

EPX

PT

EPXEPX

PT

EPXEPX

PT

EPXEPX

PT

EPXEPX

PT EPXEPX

PT

EPXEPX

PT

A1A701

ETR = EXISTING TO REMAIN

VCT = VINYL COMPOSITE TILE

CT = CERAMIC TILE

EPX = EPOXY FLOOR SYSTEM

RB = RUBBER BASE

EPX = EPOXY COVE BASE

CTB = CERAMIC TILE BASE

WCT = WAINSCOT CERAMIC TILE W/ PAINT ABOVE

PT = PAINT

NOTE: ALL PATTERNS, COLORS, ETC. AS

SELECTED BY OWNER.

3" = 1'-0"

K1 Transition Details

Finish Schedule

LIF

T #

1L

IFT

#2

LIF

T #

3L

IFT

#4

LIF

T #

5

LIF

T #

7L

IFT

#11

LIF

T #

10

LIF

T #

9L

IFT

#8

LIF

T #

6

ALIG

NM

EN

T L

IFT

1705

A

B

C

D

E

F

G

H

J

K

L

M

N

14121110987654321 13

NJ LICENSE AI 08434

Maplewood, NJ 07040


Mark S. Carelli


15

GGG

MSC

01/09/2017


APRIL 26, 2017

Towne Toyota


1ST FLOOR EQUIPMENT PLAN & SCHEDULE

A-8013/16" = 1'-0"

A7 1st Floor Equipment Plan

EQUIPMENT LIST:

1. ALIGNEMENT LIFT AS PROVIDED BY OWNER.

SEE ELECTRICAL PLAN FOR POWER

REQUIREMENTS.

2. TYPICAL SERVICE LIFT AS PROVIDED BY

OWNER. SEE ELECTRICAL PLAN FOR POWER

REQUIREMENTS.

3. TYPICAL WORK BENCH/TOOL BOX AS

PROVIDED BY OWNER. SEE ELECTRICAL PLAN

FOR POWER REQUIREMENTS.

4. EMERGENCY EYE WASH STATION W/

INTEGRAL DUST COVER AS PER PLUMBING

FIXTURE SPECIFICATIONS.

5. AIR COMPRESSOR AND ALL COMPRESSED

AIR LINES AS PROVIDED BY OWNER. SEE

ELECTRICAL PLAN FOR POWER

REQUIREMENTS.

6. WHEEL ALIGNMENT MACHINE AS PROVIDED

BY OWNER. SEE ELECTRICAL PLAN FOR

POWER REQUIREMENTS.

7. TIRE CHANGING MACHINE AS PROVIDED BY

OWNER. SEE ELECTRICAL PLAN FOR POWER

REQUIREMENTS.

8. BRAKE LATHE AS PROVIDED BY OWNER. SEE

ELECTRICAL PLAN FOR POWER

REQUIREMENTS.

9. PARTS AREA STORAGE RACKS AS PROVIDED

BY OWNER. MAINTAIN MINIMUM AISLE

CLEARANCE OF 3'-0".

10. OIL DISPENSER LOCATION. EQUIPMENT AND

PIPING BY OWNER PROVIDED VENDOR.

11. OIL WASTE PUMP LOCATION. EQUIPMENT

AND PIPING BY OWNER PROVIDED VENDOR.

12. OIL TANK BY OWNER PROVIDED VENDOR.

13. WASTE OIL TANK BY OWNER PROVIDED

VENDOR.

1111

2222

2222

2222

2222

2222 2222

2222

2222

2222

2222

2222

3

3

3

3

3 3

3

3

3

3

3

4

5

6

7

8

9999

13 12

10 11

a-404 wall sections towne toyota · on each side and continuous 3" mineral wool sound...

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