2026 0423 NCSD-Nottawa Roof Replacement.pdf

© Ehresman Architects

TTLProject No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Title Sheet

Bidding and Permits: 23 April 2026

Nottawa Community School District 26438 M-86 Sturgis, MI 49091 Contact Name: Jerome Wolff, Superintendent Contact Phone: 269-467-7153

ARCHITECT:

STRUCTURAL ENGINEER:

LOCATION PLAN

NOT TO SCALE

ROOF PLAN

NOT TO SCALE

APPLICABLE CODES:

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS: 2021 EDITION

MICHIGAN COMMERCIAL ENERGY CODE: 2021 EDITION

ASHRAE 90.1-2019:

USE GROUP:

GROUP E: EDUCATION

CONSTRUCTION TYPE:

CONSTRUCTION TYPE: ASSUMED IIB (II-000 FROM SCHOOL FIRE SAFETY RULES)

TOTAL FLOOR AREA:

ROOF AREA 'A': 862 SF (GROSS ROOF AREA)

ROOF AREA 'B': 11,055 SF (GROSS ROOF AREA)

TOTAL ROOF AREA: 11,917 SF (GROSS FLOOR AREA)

LIST OF DRAWINGS

ARCHITECTURAL DRAWINGS:

TTL TITLE SHEET

A0.00 GENERAL INFORMATION

A0.50 MANUFACTURER'S ROOFING DETAILS

A0.51 MANUFACTURER'S ROOFING DETAILS

A0.52 MANUFACTURER'S ROOFING DETAILS

A0.60 REPRESENTATIVE PHOTOGRAPHS

A0.61 REPRESENTATIVE PHOTOGRAPHS

A0.62 REPRESENTATIVE PHOTOGRAPHS

A0.63 REPRESENTATIVE PHOTOGRAPHS

A1.50 ROOF REMOVALS PLAN

A2.50 ROOF PLAN

A9.10 SECTIONS & DETAILS

DEFERRED SUBMITTALS:

PER SECTION 107.3.4.1, ANY REQUIRED SUBMITTALS WILL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ASSUMING THE

DUTIES OF CONSTRUCTION SUPERVISION AT THE APPROPRIATE TIME.

DEFERRED SUBMITTALS:

1. NONE

MANCHESTER COMMUNITY SCHOOL DISTRICT

NOTTAWA COMMUNITY SCHOOL

26438 M-86, Sturgis, MI 49091 Roof Replacement

Nottawa Community School 26438 M-86 Sturgis, MI 49091

AVERAGE R-VALUE:

ROOF AREA 'A': R-VALUE = 30.4 AVERAGE

ROOF AREA 'B': R-VALUE = 37.1 AVERAGE

Location of Work (Represented by shade)

LINE OF WALL

8"

CLEAR

MIN

1'-6"

MIN

2'- 29 16

17"-19"(MIN-MAX)

(DIM. TO TOP OF SEAT)

VARIES

(B.F./STANDARD HT)

(BELOW)

DUPLEX OUTLET

(ABOVE)

FIRE ALARM

PULL BOX

1'- 6"

BO

T.

OF

OU

TL

ET

HOOKS

TYPICAL MOUNTING HEIGHTS

SOAP

DISPENSER

" M

IN

2'-

" M

AX

SHOWERFIXTURES

PLUMBING

1'-6" 22" 21 2"

MAX

BARRIER FREE

LAVATORY

WATER CLOSET

LINE OF WALL

1'-6"

MIN

FIXTURES

PLUMBING

OR STALL

LINE OF WALL

16"-1'-6"

17-19" AMBULATORY

BARRIER FREE

4'- 0"

MA

XI

MU

M

15" A.F.F. MINIMUM

ITEMS

SENIOR HOUSING

24" A.F.F. @

ELECTRICAL

SWITCH

LIGHT

48" A.F.F. MAXIMUM

ABBREVIATIONS

6'- 0"

15" A.F.F. MINIMUM

7'- 0"

VA

RI

ES

BY

G

RA

DE

LE

VE

L

ITEMS

GENERAL

ROD

48" A.F.F. MAXIMUM

5'- 4"

CURTAIN

SHOWER

3'- 4"

ACCESSORIES

TOILET ROOM

15" A.F.F. MINIMUM

SOAP

DISH

48" A.F.F. MAXIMUM

SHEET IDENTIFICATION NUMBER

B.F. CONTROLS ARE

OR ADJUSTABLE SPRAY

HOSE WITH HAND HELD

" M

IN

2'-

" M

AX1'-3"

MIN 33

-3

'-0

TO

T

OP39

"-4

1"

" M

IN

2'-

" M

AX

WASH FOUNTAINWASH FOUNTAIN

WALL MOUNTED

2'-

" M

AX

VANITY URINAL

2'-

" M

AX

WALL MOUNTED

TO BE MOUNTED 33" OR 36" A.F.F. TO

NEAR SINKS IN B.F. TOILET ROOMS

NOTE: ANY ELECTRICAL OUTLET

2'-6"

B.F. MIN 1'-6"

OBSTRUCTION

LINE OF

MI

N.

LINE OF WALL

MOP STRIP

AND SHELF

6'- 0"

PLAQUE

5'- 0"

SIGNAGE

URINAL SCREEN

OR PARTITION

LINE OF WALL

1'-5" (B.F. MIN)

19" (B.F. MAX)

FOLDED

POSITION

SHOWER SEATTOILET PAPER

3" MAX

LINE OF WALL

HOLDER

1'-6" 1'-6"

BARRIER FREE BARRIER FREE

39"-41"

GRAB BAR

1'- 6"

LIGHT SWITCH

OUTLET WITH

ELECTRIC DUPLEX,

TELEPHONE, OR T.V.

3'- 6"

(M

AX

IM

UM

THERMOSTAT

BUTTONS

ELEVATOR

PUSH

CONTROLS 7'-

4"

(O R

AS

N

OT

ED

7'- 4"

(O R

AS

N

OT

ED

CLOCK

SPEAKER

WALL

1'-3"

MAX

6'- 0"

6'- 4"

(S

TA

ND

AR

D)

@ B.F. BATHTUB

OFFSET VALVES

LINE OF WALL

3'- 315 16

(S

TA

ND

AR

D)

SHOWER HEAD

AND VALVESURINALURINAL

GRAB BAR

LINE OF WALL

OR PARTITION

BARRIER FREE

3'- 79 16

MA

X)

1'- 5"

MA

X 2'-

0"4'- 29 16

MA

X)

STANDARD

HAND HELD

ELECTRICAL OUTLET

SHOWER HEAD

AND CONTROLS

(SEE NOTE BELOW)

BARRIER FREE

4'- 0"

MA

X

3'- 2"

MI

N

5"

WALL C.O.

THIS AREA

MOUNTED WITHIN

4'- 0"

M

AX

IM

UM

TO

M

AI

N

SW

IT

CH6'-

8"

ELECTRIC

OR PANEL PANEL

B.F. ELECTRIC

LINE OF WALL

UNIT ON BAR

59" MIN. LENGTH

DOOR IDENTIFICATIONROOM NAME AND NUMBER

OR NUMBER FOR EXISTING CONSTRUCTION

COLUMN IDENTIFICATION LETTER

OR NUMBER FOR NEW CONSTRUCTION

COLUMN IDENTIFICATION LETTER

COLUMN INDICATION

LINE OF

WALL BASE

A

C.O. COVER

NAME

ROOM

TRUE NORTH

N

NORTH INDICATION

TO REMAIN

DOOR SWING INDICATION

EXISTING DOOR

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE SECTION IS DRAWN)

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE SECTION IS DRAWN)

DOOR INDICATION

NEW DOOR

DOOR SWING INDICATION

MATCH LINE INDICATION

A20

A10 ZONE "A"

ZONE "B"

BE REMOVED

EXISTING DOOR TO

DOOR SWING INDICATION

ZONE "A"

ZONE "B" A20

A10

ONE TREAD DEPTH AT

BOTTOM OF STAIRS ONLY

12" MIN. TYPICAL

HORIZONTAL HANDRAIL

EXTENSION AT BOTTOM

OR TOP OF RAMP AND

TOP OF STAIR

6'- 0"

M

EN

/ 6 4"

W

OM

EN

" C

HI

LD

RE

N (1

2-

" C

HI

LD

RE

N (1

5-

" B .F

DISPENSER

4'- 0"

B.

F.

H

AN

DL

E

HE

IG

HT

SIZE AS NOTED

B.

F.

M

AX

BACKSPLASH

SHELVING

4'- 6"

(S

TD

B.

F.

3'- 0"

ST

AN

DA

RD

1'- 6"

3'-

0" KNOB OR

LEVER (B.F.)

HARDWARE

LC

SHELF

(BELOW)

WALL SLOT

3'- 8"

(ABOVE)

SHELF

3'- 8"

BAR AND

TOWEL TOWEL

BAR

HOOKSPURSE

BARRIER

3'- 8"

3'- 8"

B.F. SHELF

OR FREE DISPENSER

CUP

4'- 6"

MA

XI

MU

M

7'- 0"

S

TA

ND

AR

D

" M

AX

IM

UM

B .F

5'- 0"

1'- 0"

DRYER

HAIR

DRYER

HAND

TISSUE

FACIAL HANDRAIL

2'-10"-38" TO TOP

ABOVE NOSING,

RAMP SURFACE, OR

WALKING SURFACE

END OF RAMP

LINE OF RISER OR

WASTE

RECEPTACLE

DISPENSER

4'- 0"

M

AX

3'- 8"

TO

C

ON

TR

OL

2'- 6"

TO

T

P

DISPENSER

SANITARY

DISPOSAL

NAPKIN

SEATSANITARY

NAPKIN COVER

" M

AX

(N

.T .S

AND WASTE

DISPENSER

RECEPTACLE

DISPENSER

UNIT

MULTIPURPOSE

OR

TOWEL

8"

MIN

TOWEL

MIRROR SIZE AS SPECIFIED OR NOTED

3'- 4"

B.

F.

M

AX

TO

R

EF

L.

SU

RF

AC

E

6'- 0"

B.

F.

M

IN

FULL LENGTH

BARRIER FREE

MIRROR

MIRROR AND

1'- 6"

B.

F.

MA

X

MIRROR AND

TILTED MIRROR

SHELF OR

MIRROR,

LAV

1'-8" B.F.

MIN

4'- 0"

B.

F.

M

AX

3'- 4"

B.

F.

M

AX

TO

R

EF

L.

SU

RF

AC

E

VANITY COUNTER

MIRROR AND

CHANGING

STATION

BABY

VARIES

A20

A20

INDICATES DIRECTION OF VIEW

SECTION IDENTIFICATION NUMBER

(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

ELEVATION IDENTIFICATION NUMBER

A20

1/4"=1'-0" Elevation Title

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE ELEVATION IS DRAWN)

(SHEET NUMBER WHERE SECTION IS DRAWN)

SHEET IDENTIFICATION NUMBER

ELEVATION INDICATION

A20

ELEVATION IDENTIFICATION

SECTION IDENTIFICATION NUMBER

SECTION LOCATION INDICATION

SECTION IDENTIFICATION NUMBER

(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE SECTION IS DRAWN)

A20

1/4"=1'-0" Section Title

DETAIL IDENTIFICATION NUMBER

(SHEET NUMBER WHERE ENLARGED PLAN IS DRAWN)

SHEET IDENTIFICATION NUMBER

SECTION IDENTIFICATION

A20

REFERENCE SYMBOLS

DETAIL LOCATION INDICATION FOR ENLARGED PLANS

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE DETAIL IS DRAWN)

DETAIL IDENTIFICATION NUMBER

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE DETAIL IS DRAWN)

(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

DETAIL IDENTIFICATION NUMBER

A20

1/4"=1'-0" Detail Title

DETAIL LOCATION INDICATION

A20

WALL SECTIONS

DETAIL IDENTIFICATION

A20

PLAN SECTIONS

" M

EN

" W

OM

EN

" T

EE

NA

GE

R

" Y

OU

NG

CH

ILD

" B .F

T.P. BELOW GB

MI

N

3'-6"

MIN

12"

MAX

1'-6" (B.F. MIN)

48" (B.F. MAX)

2'-0"

MIN

1'-0"

MIN

& ACCESSORIES

2"

MIN

24" MIN

-3

'-0

TO

T

OP

4'-6" MIN

3'-0" MIN

& ACCESSORIES

MISCELLANEOUS ACCESSORIES, TOILET ACCESSORIES AND FIXTURES

NOTE: MOUNTING HEIGHTS SHOWN ARE PROPOSED FOR ALL ACCESSORIES AND FIXTURES REQUIRED UNLESS OTHERWISE NOTED OR DIMENSIONED ON DRAWINGS FOR SPECIFIC CONDITIONS (B.F. DENOTES BARRIER FREE REQUIREMENTS)

BASE AND UPPER

WALL CABINETS

CHALKBOARD OR

TACKBOARD

DOOR HARDWAREWALL MOUNTED OR

EMERGENCY TELEPHONE

(B.F. FRONT APPROACH)

FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER AND

WALL BRACKET

WALL CABINET COAT ROD AND HAT SHELF

(ABOVE)

BOOT RACK (BELOW)

A

ABV. ABOVE

A.F.F. ABOVE FINISH FLOOR

ACC. ACCESS

ACC. PNL. ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADD. ADDENDUM

ADDN. ADDITION

ADJ. ADJACENT

A/C AIR CONDITIONING

A.C.C. AIR CONDITIONING COMPRESSOR

A.C.C.U. AIR COOLED CONDENSING UNIT

A.H.U. AIR HANDLING UNIT

AL ALIGN

ALT. ALTERNATE

ALUM./AL. ALUMINUM

ANCH. ANCHOR

A.B. ANCHOR BOLT

& AND

ANG./L OR ∠ ANGLE

ANOD. ANODIZED

APT. APARTMENT

APPR. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECT/ARCHITECTURAL

A.T.M. AUTOMATIC TELLER MACHINE

ASPH. ASPHALT

ASSY. ASSEMBLY

@ AT

AUTO. AUTOMATIC

AUX. AUXILIARY

AVG. AVERAGE

B

B/B. BACK TO BACK

B.F.P. BACK FLOW PREVENTER

B.D.D. BACK DRAFT DAMPER

B.F. BARRIER FREE

B.B.R BASE BOARD RADIATION

B. PL BASE PLATE

BSMT. BASEMENT

BM BEAM

B/C BACK OF CURB

BRG BEARING

B.M. BENCHMARK

BT BENT

BETW. BETWEEN

BEV. BEVEL

BIT. BITUMINOUS

B.I. BLACK IRON

BLK BLOCK

BLKG BLOCKING

BD BOARD

BLR BOILER

BK. SH. BOOK SHELVES

BOT. BOTTOM

BOT. EL. BOTTOM ELEVATION

BLVD. BOULEVARD

BDRY BOUNDARY

BRKT BRACKET

BTU BRITISH TERMINAL UNIT

BLDG. BUILDING

B.U.R. BUILT UP ROOFING

BUZZ. BUZZER

C

CAB. CABINET

CAP. CAPACITY

CAR. CARPET

C (CONTINUED):

C.T. CAST IRON

C.B. CATCH BASIN

CLG. CEILING

CLG. HT. CEILING HEIGHT

CEM. CEMENT

CEM. PLAS. CEMENT PLASTER

CTR CENTER

℄ CENTER LINE

CER. CERAMIC

C.T. CERAMIC TILE

C.BD. CHALKBOARD

CHAN. OR CHANNEL

CHWE CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CIRCUM. CIRCUMFERENCE

CR. BRK. CIRCUIT BREAKER

CL CLASSROOM

C.O. CLEANOUT

CLR. CLEAR

CL. CLOSER

CW COLD WATER

COL. COLUMN

CO. COMPANY

CA COMPRESSED AIR

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNITS

CWR COLD WATER RETURN

CWS COLD WATER SUPPLY

COND. CONDUIT

CONF. CONFERENCE

CONST. CONSTRUCTION

C.J. CONTROL JOINT

CONT. CONTINUE/CONTINUOUS

CONTR. CONTRACTOR

C.P. CONTROL PANEL

CONV. CONVECTOR

CRS. COURSE

COV. COVER

COV. PL COVER PLATE

CU. FT CUBIT FEET/CUBIC FOOT

CFV CONTRACTOR FIELD VERIFY

CULV CULVERT

CYL. CYLINDER

CYC. CYCLE(S)

CIRCUM. CIRCUMFERENCE

D

DMPR DAMPER

DMPG DAMPPROOFING

D.L. DEAD LOAD

DB DECIBEL

D. DEEP

DMT. PARTN. DEMOUNTABLE PARTITION

DEPT. DEPARTMENT

DEPR. DEPRESSED

DES. DESIGN

DET. DETAIL

D.E.C. DETROIT EDISON COMPANY

DIAG. DIAGONAL

DIA. OR Ø DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DIR. DIRECTION

DISC. DISCONNECT

DW DISHWASHER

DISP. DISPENSER

DIST. DISTANCE

D.P. DISTRIBUTION PANEL

DIV. DIVIDER/DIVISION

D (CONTINUED):

DR. DOOR

D.O. DOOR OPENING

DR. OP DOOR OPERATOR

DBL. DOUBLE

D.H. DOUBLE HUNG

DWL. DOWEL

DN. DOWN

D.S. DOWNSPOUT

DRN. DRAIN

D.T. DRAIN TILE

D.T.C. DRAIN TILE CONNECTOR

DWR DRAWER

DWG DRAWING

D.F. DRINKING FOUNTAIN

DUP DUPLICATE

E

EA EACH

E.F. EACH FACE

E.W. EACH WAY

E EAST

E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM

ELAST. ELASTOMETRIC

ELEC. ELECTRIC/ELECTRICAL

ELEC. CAB. ELECTRICAL CABINET

E.C. ELECTRICAL CONTRACTOR

E.P. ELECTRICAL PANEL

E.W.C. ELECTRIC WATER PANEL

ELEC. OPER. ELECTRICALLY OPERATED

EL. ELEVATION

ELEV. ELEVATOR

EMERG. EMERGENCY

ENCL. ENCLOSURE

ENGR. ENGINEER

ENTR. ENTRANCE

EP. EPOXY

EPDM. ETHYLENE PROPYLENE DIENE MONOMER

EQ. EQUAL

EQUIP. EQUIPMENT

EQUIV. EQUIVALENT

ESC. ESCALATOR

EST. ESTIMATE

EXC. EXCAVATED

EXH. EXHAUST

E.F. EXHAUST FAN

(E) EXISTING

E.C.U. EXISTING CONDITIONS UNKNOWN

ETR EXISTING TO REMAIN

EXP. EXPANSION

E.J. EXPANSION JOINT

EXP'D EXPOSED

EXT'N EXTENSION

EXT EXTERIOR

E.H. EXTRA HEAVY

EXTR. EXTRUDED

F

FAB FABRICATED

F.FIN. FACTORY FINISH

FAS. FASTENER

FT OR' FOOT OR FEET

FPM FEET PER MINUTE

FN FENCE

F.V. FIELD VERIFY

FIG FIGURE

FIN. FINISH/FINISHED

FIN. FLR/ F.F. FINISHED FLOOR

F.A. FIRE ALARM

F (CONTINUED):

F.D. FIRE DAMPER

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLASH FLASHING

F.C. FLEXIBLE CONNECTION

FLR FLOOR

F.C.O. FLOOR CLEANOUT

F.D. FLOOR DRAIN

FLR. FIN FLOOR FINISH

FLUOR. FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FR FRAME

FRMG FRAMING

FRZR. FREEZER

FURN. FURNISH

FURR. FURRING

FUT. FUTURE

G

GA. GAUGE

GALV. GALVANIZED

G. GAS

GSKT GASKET

G.V. & B. GATE VALVE AND BOX

G.R. GUARD RAIL

GEN'L GENERAL

GL. GLASS/GLAZING

G.H.T. GLAZED HARD TILE

G.B. GRAB BAR

GRN GRANITE

G.T. GREASE TRAP

GND GROUND

G.F.I. GROUND FAULT INTERRUPTER

GT GROUT

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

H

H.C. HANDICAPPED

H.R. HANDRAIL

HDW HARDWARE

HDWD. HARDWOOD

HD HEAD

HDR. HEADER

HTR HEATER

H/V HEATING AND VENTILATING

H.V.A.C HEATING, VENTILATING & AIR CONDITIONING

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HT HEIGHT

HEX. HEXAGON

H. HIGH

H.I.D. HIGH INTENSITY DISCHARGE

H.P. HIGH POINT

H.PR. HIGH PRESSURE

H.S. HIGH STRENGTH

H.V. HIGH VOLTAGE

HWY HIGHWAY

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HK HOOK

HORIZ. HORIZONAL

HO HORSEPOWER

H.B. HOSE BIB

H.W. HOT WATER

H.W.H. HOT WATER HEATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

H (CONTINUED):

HR HOUR

HYD. HYDRANT

I

I.D. INSIDE DIMENSION

INCAND. INCANDESCENT

IN. OR " INCH(ES)

INCL. INCLUDE/INCLUDING

I/W INDIRECT WASTER

INFO INFORMATION

INST'L INSTALL/INSTALLATION

INSUL INSULATE/INSULATION

INT. INTERIOR

INTER. INTERMEDIATE

INV. INVERT

I.E. INVERT ELEVATION

J

J.C. JANITOR CLOSET

JT JOINT

JST JOIST

J.B. JUNCTION BOX

K

K.P. KICKPLATE

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

K KIP (1000#)

KIT. KITCHEN

K.D. KNOCKDOWN

K.O.P. KNOCK OUT PANEL

L

LBL. LABEL

LAB. LABORATORY

LAD. LADDER

L.B. LAG BOLT

LAM. LAMINATE/LAMINATED

LDG LANDING

LGE LARGE

LDRY LAUNDRY

LAV. LAVATORY

L.H. LEFT HAND

LGTH OR L LENGTH

LEV LEVEL

LT. LIGT

LTG LIGHTING

L.P. LIGHTING PANEL

LMS LIMESTONE

LTL LINTEL

L.F. LINEAR FOOT/FEET

LIQ. LIQUID

L.L. LIVE LOAD

LOC. LOCATION

LG LONG

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

LVR LOUVER

L.O. LOUVER OPENING

L.P. LOW POINT

L.PR. LOW PRESSURE

LBS. OR # POUNDS

M

MACH. MACHINE

M.A.U. MAKE-UP AIR UNIT

M.D.P. MAIN DISTRIBUTION PANEL

M.S.B MAIN SWITCH BOARD

MAINT. MAINTENANCE

M.H. MANHOLE

MFR. MANUFACTURER

MAR. MARBLE

M.O. MASONRY OPENING

MAX. MAXIMUM

MECH. MECHANICAL

NED. MEDIUM

MEMB. MEMBRANE

MET. METAL

M.D.S. METAL DIVIDER STRIP

M.E. METAL EDGE

M.L. METAL LATH

M.L.&PLAS. METAL LATH & PLASTER

M.T. MARBLE THRESHOLD

MEZZ. MEZZANINE

MDOT MICHIGAN DEPARTMENT OF TRANSPORTATION

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD MOUNTED

MTG MEETING

N

NRC NOISE REDUCTION COEFFICIENT

NOM. NOMINAL

N. NORTH

N.I.C NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. OR # NUMBER

O

OBS OBSCURE

O.C. ON CENTER

OPQ. OPAQUE

OPG. OPENING

OPER. OPERATOR

OPP. OPPOSITE

ORN. ORNAMENTAL

OZ. OUNCE

O.A. OUTSIDE AIR

O.D. OUTSIDE DIAMETER

O.A. OVERALL

OHD OVERHEAD

O.F. OVERFLOW

P

PTD PAINTED

PR PATCH AND REPAIR

PNL PANEL

P.T.D. PAPER TOWEL DISPENSER

PKG PARKING

P.BD. PARTICLE BOARD

PASS. PASSAGE

PVMT PAVEMENT

PED PEDESTAL

PERF. PERFORATED

PLAS. PLASTER

P.LAM. PLASTIC LAMINATE

PL. PLATE

PLBG PLUMBING

PLWD PLYWOOD

PT POINT

POL. POLISH(ED)

PVC POLYVINYLCHLORIDE

P (CONTINUED):

PORC. PORCELAIN

PORC.ENAM. PORCELAIN ENAMEL

POR. POROUS

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCF POUNDS PER CUBIC FOOT

P.P. POWER PANEL

P/C PRECAST

PREFAB PREFABRICATE

PFN. PREFINISHED

P.T. PRESSURE TREATED

P.G. PRESSURE GAUGE

P.R.V. PRESSURE REDUCING VALVE

PRIM. PRIMARY

PROJ. PROJECT/PROJECTION

PROP. PROPERTY/PROPOSED

P.L. PROPERTY LINE

P.A. PUBLIC ADDRESS

P.S. PURSE SHELF

P.B. PUSH BUTTON

Q

QTY QUANTITY

Q.T. QUARRY TILE

QTR QUARTER

QTR.RD. QUARTER ROUND

R

R. RISER

RAD. OR R. RADIUS

R.C. ROOF CONDUCTOR

R.R. RAILROAD

REF. REFER/REFERENCE

REFL. REFLECT(ED)

REFR. REFRIGERATOR

REINF. REINFORCE(MENT)

REQ'D REQUIRED

R.A. RETURN AIR

REV. REVISED/REVISION

RPM REVOLUTIONS PER MINUTE

R.H. RIGHT HAND

R.O.W. RIGHT OF WAY

RD ROAD

RF ROOF

R.D. ROOF DRAIN

R.S. ROOF SUMP

R.T.U. ROOFTOP UNIT

RM ROOM

R.O. ROUGH OPENING

R.B. RUBBER BASE

S

SAN. SANITARY

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

SCHED. SCHEDULE

STG. SEATING

SEC SECTION

SERV. SERVICE

SHT SHEET

SHWR SHOWER

SIM SIMILAR

S.D. SOAP DISPENSER

S.C. SOLID CORE

STC SOUND TRANSMISSION CLASS

S SOUTH

S (CONTINUED):

S SOUTH

SP SPACE

SPKR SPEAKER

SPEC. SPECIFICATIONS

SQ. SQUARE

S.F. SQUARE FEET

S.S. STAINLESS STEEL

STD STANDARD

STM STEAM

STL STEEL

STOR STORAGE

ST. STREET

STRUCT. STRUCTURAL

SUSP. SUSPEND(ED)

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM. SYMBOL

SYS. SYSTEM

T

T.BD TACKBOARD

TECH TECHNICAL

TEL. TELEPHONE

TV TELEVISION

TEMP TEMPORARY

TERR. TERRAZZO

T. THERMOSTAT

THRU THROUGH

T&G TONGUE AND GROOVE

T&B TOP AND BOTTOM

T/C TOP OF CURB

T/F TOP OF FOOTING

T/G TOP OF GUTTER

TRFR TRANSFORMER

T TREAD

T.D. TRENCH DRAIN

TYP. TYPICAL

U

U.C. UNDERCUT

U.G. UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNFIN. UNFINISHED

U.H. UNIT HEATER

U.V. UNIT VENTILATOR

U.N.O. UNLESS NOTED OTHERWISE

UR URINAL

V

VAR VARIABLE

VARN. VARNISH

VNR. VENEER

V. VENT

VTR VENT THRU ROOF

V.I.F. VERIFY IN FIELD

V.M. VERIFY WITH MANUFACTURER

VS VERSUS

VERT. VERTICAL/VERTICALLY

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

V.R.S. VINYL REDUCER STRIP

VIT. VITREOUS

VOL. VOLUME

V VOLTS

W

WAINS. WAINSCOT

W.C.O WALL CLEANOUT

W.H. WALL HYDRANT

W.V. WALL VENT

W.F. WASH FOUNTAIN

W. WASTE

W.C. WATER CLOSET

W.H. WATER HEATER

WP WATERPROOF

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

W WEST

W. WIDE/WIDTH

W.B. WALL BASE

W.O. WINDOW OPENING

W.M. WIRE MESH

W/ WITH

W/O WITHOUT

WD WOOD

W.P. WORKING POINT

Y

YD YARD

Y.P. YIELD POINT

Y.S. YIELD STRENGTH

YR YEAR

Z

ZC ZINC

-3

9"

2'-10" MAX TO

SURFACE WHEN

OPEN

-4

3"

ST

AN

DI

NG

PE

RS

ON

S 3'-

0" B

.F

5" MAX 1'-3"

MAX

DRINKING FOUNTAIN

SPOUT LOCATION

8" MIN

2'- 3"

M

IN

9" MIN

11"

MIN

KNEE CLEARANCE

6" MAX

9" MIN

TOE CLEARANCE

© Ehresman Architects

A0.00Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

General Information

Bidding and Permits: 23 April 2026

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpgK:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpgK:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

GENERAL NOTES:

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

G2. MANUFACTURER DETAILS ARE INCLUDED AS A GENERAL REFERENCE TO DEMONSTRATE THE INTENT OF THE PROJECT. MANUFACTURER TO CONFIRM DETAILS AND/OR PROVIDE ADDITIONAL OR ALTERNATE

DETAILS AS MAY BE REQUIRED FOR A COMPLETE WARRANTED SYSTEM.

G3. MANUFACTURER DETAILS ARE NOT PROJECT SPECIFIC. COORDINATE WITH ACTUAL FIELD CONDITIONS AND/OR REFER TO ADDITIONAL DETAILS INCLUDED IN THE CONTRACT DOCUMENTS FOR FURTHER

INFORMATION.

G4. ALL DETAILS USED FOR THIS PROJECT SHALL BE MINIMUM 25-YEAR WARRANTED.

GENERAL NOTES:

© Ehresman Architects

A0.50Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Manufacturing Roofing Details

Bidding and Permits: 23 April 2026

No Scale Manufacturer Detail U-5A1

A0.50No Scale Manufacturer Detail U-5D2

A0.50No Scale Manufacturer Detail U-6A3

A0.50

No Scale Manufacturer Detail U-8A4

A0.50No Scale Manufacturer Detail U-8D.15

A0.50No Scale Manufacturer Detail U-1A.16

A0.50

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpgK:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpgK:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

UP TO 30-YEAR WARRANTY

UP TO 20-YEAR WARRANTY

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

GENERAL NOTES:

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

G2. MANUFACTURER DETAILS ARE INCLUDED AS A GENERAL REFERENCE TO DEMONSTRATE THE INTENT OF THE PROJECT. MANUFACTURER TO CONFIRM DETAILS AND/OR PROVIDE ADDITIONAL OR ALTERNATE

DETAILS AS MAY BE REQUIRED FOR A COMPLETE WARRANTED SYSTEM.

G3. MANUFACTURER DETAILS ARE NOT PROJECT SPECIFIC. COORDINATE WITH ACTUAL FIELD CONDITIONS AND/OR REFER TO ADDITIONAL DETAILS INCLUDED IN THE CONTRACT DOCUMENTS FOR FURTHER

INFORMATION.

G4. ALL DETAILS USED FOR THIS PROJECT SHALL BE MINIMUM 25-YEAR WARRANTED.

© Ehresman Architects

A0.51Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Manufacturing Roofing Details

Bidding and Permits: 23 April 2026

No Scale Manufacturer Detail U-1C1

A0.51No Scale Manufacturer Detail U-1D.12

A0.51No Scale Manufacturer Detail U-8C3

A0.51

No Scale Manufacturer Detail U-13E4

A0.51No Scale Manufacturer Detail U-16A.15

A0.51No Scale Manufacturer Detail U-96

A0.51

GENERAL NOTES:

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

G2. MANUFACTURER DETAILS ARE INCLUDED AS A GENERAL REFERENCE TO DEMONSTRATE THE INTENT OF THE PROJECT. MANUFACTURER TO CONFIRM DETAILS AND/OR PROVIDE ADDITIONAL OR ALTERNATE

DETAILS AS MAY BE REQUIRED FOR A COMPLETE WARRANTED SYSTEM.

G3. MANUFACTURER DETAILS ARE NOT PROJECT SPECIFIC. COORDINATE WITH ACTUAL FIELD CONDITIONS AND/OR REFER TO ADDITIONAL DETAILS INCLUDED IN THE CONTRACT DOCUMENTS FOR FURTHER

INFORMATION.

G4. ALL DETAILS USED FOR THIS PROJECT SHALL BE MINIMUM 25-YEAR WARRANTED.

GUTTER WITH FASCIA

© Ehresman Architects

A0.52Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Manufacturing Roofing Details

Bidding and Permits: 23 April 2026

No Scale Manufacturer Detail E1.31

A0.52

PHOTOS INDICATED ON THIS SHEET ARE INCORPORATED TO ASSIST THE CONTRACTOR IN

UNDERSTANDING THE EXISTING CONDITIONS PRESENT AT THE PROJECT SITE AT EXISTING ROOF AREAS TO BE REPLACED. THESE PHOTOS ARE FOR REFERENCE ONLY AND IN NO WAY ARE THESE PHOTOS TO

BE CONSTRUED AS A COMPLETE AND OVERALL ASSESSMENT OF THE WORK TO BE COMPLETED.

G1.

PHOTOS OF THE EXISTING CONDITIONS ONLY REPRESENT THE CONDITIONS THAT WERE ENCOUNTERED DURING THAT PARTICULAR SITE VISIT AND MAY NOT BE THE EXACT CONDITIONS ENCOUNTERED AS

FURTHER WORK MAY HAVE BEEN PERFORMED AFTER SUCH VISIT. ADDITIONALLY, FURTHER

DETERIORATION MAY HAVE OCCURRED SINCE THAT TIME.

G2.

THESE PHOTOS ARE NOT TO BE USED AS A SUBSTITUTE FOR THE CONTRACTOR VISITING THE PROJECT SITE TO BECOME FAMILIAR WITH THE BUILDING AND THE PRESENT CONDITIONS WHICH MAY AFFECT ITS

PROPOSAL.

G3.

© Ehresman Architects

A0.60Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Representative Photographs

Bidding and Permits: 23 April 2026

2026Scale: No Scale Representative Photo - Area B16

A0.60Scale: No Scale Representative Photo - Area B15

A0.60

Scale: No Scale Representative Photo - Area B12

A0.60Scale: No Scale Representative Photo - Area B11

A0.60

Scale: No Scale Representative Photo - Area B8

A0.60Scale: No Scale Representative Photo - Area B7

A0.60

Scale: No Scale Representative Photo - Area B4

A0.60Scale: No Scale Representative Photo - Area A3

A0.60

Scale: No Scale Representative Photo - Area B14

A0.60

Scale: No Scale Representative Photo - Area B10

A0.60

Scale: No Scale Representative Photo - Area A6

A0.60

Scale: No Scale Representative Photo - Area A2

A0.60

Scale: No Scale Representative Photo - Area B13

A0.60

Scale: No Scale Representative Photo - Area B9

A0.60

Scale: No Scale Representative Photo - Area A5

A0.60

Scale: No Scale Representative Photo - Area A1

A0.60

UNDERSTANDING THE EXISTING CONDITIONS PRESENT AT THE PROJECT SITE AT EXISTING ROOF AREAS TO BE REPLACED. THESE PHOTOS ARE FOR REFERENCE ONLY AND IN NO WAY ARE THESE PHOTOS TO

BE CONSTRUED AS A COMPLETE AND OVERALL ASSESSMENT OF THE WORK TO BE COMPLETED.

G1.

PHOTOS OF THE EXISTING CONDITIONS ONLY REPRESENT THE CONDITIONS THAT WERE ENCOUNTERED DURING THAT PARTICULAR SITE VISIT AND MAY NOT BE THE EXACT CONDITIONS ENCOUNTERED AS

FURTHER WORK MAY HAVE BEEN PERFORMED AFTER SUCH VISIT. ADDITIONALLY, FURTHER

DETERIORATION MAY HAVE OCCURRED SINCE THAT TIME.

G2.

THESE PHOTOS ARE NOT TO BE USED AS A SUBSTITUTE FOR THE CONTRACTOR VISITING THE PROJECT SITE TO BECOME FAMILIAR WITH THE BUILDING AND THE PRESENT CONDITIONS WHICH MAY AFFECT ITS

PROPOSAL.

G3.

© Ehresman Architects

A0.61Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Representative Photographs

Bidding and Permits: 23 April 2026

2026Scale: No Scale Representative Photo - Soffit16

A0.61Scale: No Scale Representative Photo - Area C15

A0.61

Scale: No Scale Representative Photo - Area C12

A0.61Scale: No Scale Representative Photo - Area C11

A0.61

Scale: No Scale Representative Photo - Area B8

A0.61Scale: No Scale Representative Photo - Area B7

A0.61

Scale: No Scale Representative Photo - Area B4

A0.61Scale: No Scale Representative Photo - Area B3

A0.61

Scale: No Scale Representative Photo - Area C14

A0.61

Scale: No Scale Representative Photo - Area B10

A0.61

Scale: No Scale Representative Photo - Area B6

A0.61

Scale: No Scale Representative Photo - Area B2

A0.61

Scale: No Scale Representative Photo - Area C13

A0.61

Scale: No Scale Representative Photo - Area B9

A0.61

Scale: No Scale Representative Photo - Area B5

A0.61

Scale: No Scale Representative Photo - Area B1

A0.61

UNDERSTANDING THE EXISTING CONDITIONS PRESENT AT THE PROJECT SITE AT EXISTING ROOF AREAS TO BE REPLACED. THESE PHOTOS ARE FOR REFERENCE ONLY AND IN NO WAY ARE THESE PHOTOS TO

BE CONSTRUED AS A COMPLETE AND OVERALL ASSESSMENT OF THE WORK TO BE COMPLETED.

G1.

PHOTOS OF THE EXISTING CONDITIONS ONLY REPRESENT THE CONDITIONS THAT WERE ENCOUNTERED DURING THAT PARTICULAR SITE VISIT AND MAY NOT BE THE EXACT CONDITIONS ENCOUNTERED AS

FURTHER WORK MAY HAVE BEEN PERFORMED AFTER SUCH VISIT. ADDITIONALLY, FURTHER

DETERIORATION MAY HAVE OCCURRED SINCE THAT TIME.

G2.

THESE PHOTOS ARE NOT TO BE USED AS A SUBSTITUTE FOR THE CONTRACTOR VISITING THE PROJECT SITE TO BECOME FAMILIAR WITH THE BUILDING AND THE PRESENT CONDITIONS WHICH MAY AFFECT ITS

PROPOSAL.

G3.

© Ehresman Architects

A0.62Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Representative Photographs

Bidding and Permits: 23 April 2026

2026Scale: No Scale Representative Photo - Exterior16

A0.62Scale: No Scale Representative Photo - Exterior15

A0.62

Scale: No Scale Representative Photo - Exterior12

A0.62Scale: No Scale Representative Photo - Exterior11

A0.62

Scale: No Scale Representative Photo - Exterior8

A0.62Scale: No Scale Representative Photo - Exterior7

A0.62

Scale: No Scale Representative Photo - Exterior4

A0.62Scale: No Scale Representative Photo - Exterior3

A0.62

Scale: No Scale Representative Photo - Exterior14

A0.62

Scale: No Scale Representative Photo - Exterior10

A0.62

Scale: No Scale Representative Photo - Exterior6

A0.62

Scale: No Scale Representative Photo - Exterior2

A0.62

Scale: No Scale Representative Photo - Exterior13

A0.62

Scale: No Scale Representative Photo - Exterior9

A0.62

Scale: No Scale Representative Photo - Exterior5

A0.62

Scale: No Scale Representative Photo - Exterior1

A0.62

UNDERSTANDING THE EXISTING CONDITIONS PRESENT AT THE PROJECT SITE AT EXISTING ROOF AREAS TO BE REPLACED. THESE PHOTOS ARE FOR REFERENCE ONLY AND IN NO WAY ARE THESE PHOTOS TO

BE CONSTRUED AS A COMPLETE AND OVERALL ASSESSMENT OF THE WORK TO BE COMPLETED.

G1.

PHOTOS OF THE EXISTING CONDITIONS ONLY REPRESENT THE CONDITIONS THAT WERE ENCOUNTERED DURING THAT PARTICULAR SITE VISIT AND MAY NOT BE THE EXACT CONDITIONS ENCOUNTERED AS

FURTHER WORK MAY HAVE BEEN PERFORMED AFTER SUCH VISIT. ADDITIONALLY, FURTHER

DETERIORATION MAY HAVE OCCURRED SINCE THAT TIME.

G2.

THESE PHOTOS ARE NOT TO BE USED AS A SUBSTITUTE FOR THE CONTRACTOR VISITING THE PROJECT SITE TO BECOME FAMILIAR WITH THE BUILDING AND THE PRESENT CONDITIONS WHICH MAY AFFECT ITS

PROPOSAL.

G3.

© Ehresman Architects

A0.62Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Representative Photographs

Bidding and Permits: 23 April 2026

Scale: No Scale Representative Photo - Exterior2

A0.62Scale: No Scale Representative Photo - Exterior1

A0.62

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

G2.

EXISTING PREFINISHED METAL DOWNSPOUT.

REMOVAL NOTES:

R1.

PLUMBING VENT THROUGH ROOF (VISIBLE) - REMOVE PIPE.

EXISTING ITEMS TO REMAIN:

E1.

FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ON THE WORK.G3.

PROTECT ALL EXISTING ITEMS TO REMAIN FROM CONSTRUCTION OPERATIONS SO AS TO NOT CAUSE

DAMAGE.

G4.

CONTRACTOR TO COORDINATE TIMING OF REMOVAL WORK THAT AFFECTS OWNERS OPERATIONS SO AS

NOT TO CAUSE DISRUPTION TO NORMAL ACTIVITIES.

G5.

G6.

G7.

FINAL DUMPSTER LOCATION TO BE COORDINATED WITH OWNER REPRESENTATIVE PRIOR TO PLACING.

CONTRACTOR TO PROVIDE PLYWOOD AND 2X UNDER ALL DUMPSTER WHEELS TO PREVENT DAMAGE TO

EXISTING PAVING. CONTRACTOR TO REPAIR ANY PAVING DAMAGED DUE TO CONSTRUCTION

OPERATIONS.

G8.

CONTRACTOR TO COORDINATE BUILDING ACCESS, CONSTRUCTION ACCESS, ETC. WITH THE OWNERS

REPRESENTATIVE PRIOR TO COMMENCING ON THE WORK.

G9. ALL EXISTING ITEMS ARE TO REMAIN UNLESS NOTED OTHERWISE.

G10.

G11.

G12.

G13.

G14.

G15.

G16.

G17.

G18. ALL WORK NOTES MAY NOT APPLY TO THIS SHEET.

ALL AREAS DISTURBED OR DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE PATCHED, REPAIRED

AND FINISHED BACK TO EXISTING CONDITION.

DISPOSE ALL REMOVED ITEMS OFF SITE PER LOCAL BUILDING AND SAFETY ORDINANCES. ANY ITEM

REQUESTED BY THE OWNER TO BE SALVAGED SHALL BE RETURNED TO THEM.

EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY.

FIELD VERIFY ALL DIMENSIONS, ROOF SUMP LOCATIONS, EQUIPMENT CURBS, ETC. PRIOR TO

COMMENCING WITH CONSTRUCTION OPERATIONS.

EXISTING ROOF DECK THICKNESS AND SLOPE IS UNKNOWN. CONTRACTOR TO VERIFY AFTER

THE ROOFING HAS BEEN REMOVED AND REPORT ANY DISCREPANCIES THAT MAY BE

DISCOVERED TO THE ARCHITECT FOR FURTHER DIRECTION.

© Ehresman Architects

A1.50Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Roof Removals Plan

Bidding & Permits: 23 April 2026

Scale: 1/8"=1'-0" Roof Removals Plan1

A1.50

R9

E1

R9

R6

R9

E3

E1

E1

E1

E3

R8

R7 E7

R6

E1

E3

RR1

R9

RR2

E6 E6 E6

RR3 RR3

R3R3

R9 R2

E1

R6

E3

E1

E2

R6R6

R3 R3

E3

RR1

R9

RR1

R1

R5 R4

R10 E4

TYP

BELOW

TYP. FOR 6

TYP

R5 R4

R10 E4

TYP. FOR 2

RR4

TYP. FOR 2

BELOWBELOWBELOW

TYP

TYP. FOR 6

R5 R4

R10 E4

EXISTING ROOF TO REMAIN

(NO WORK)

EXISTING PREFINISHED METAL GUTTER.R2.

EXISTING SKYLIGHT COVER (ANTICIPATED PLYWOOD COVER) - LOCATION BASED ON OLDER AVAILABLE DRAWINGS (CONTRACTOR TO FIELD VERIFY QUANTITY AND LOCATIONS). CONTRACTOR TO REMOVE

CURB IF ABLE FOR FLUSH ROOF SYSTEM BUT LEAVE IN PLACE IF CANNOT.

R3.

EXISTING METAL ROOFING PANELS, RIDGE CAP, ETC.R4.

EXISTING STEEL ROOF STRUCTURE FRAME (SUPPORTING METAL ROOF, SITTING ON EXISTING BUILT- UP ROOF SYSTEM) - SYSTEM INFORMATION BASED ON VISIBLE LOCATIONS WITHIN ENTRY GABLE AREA.

EXACT CONDITIONS ARE UNKNOWN AND TO BE FIELD VERIFIED.

R5.

EXISTING ROOF DRAIN, SUMP, AND PIPING TO BELOW EXISTING ROOF DECK. CONTRACTOR TO CAP ROOF DRAIN PIPE BELOW ROOF PER CODE REQUIREMENTS. LOCATIONS ARE APPROXIMATE BASED ON OLDER

AVAILABLE DRAWINGS.

R6.

EXISTING BOILER FLUE AND CURB - ECU (C.F.V.)R7.

EXISTING MEMBRANE COVERING BETWEEN MENTAL PANEL RIBS.R8.

EXISTING VERTICAL METAL PANEL FASCIA/SIDING.R9.

EXISTING BUILT-UP ROOFING (BUR) SYSTEM - REFER TO EXISTING COMPOSITION NOTES FOR FURTHER

INFORMATION.

R10.

ANTENNA AND TECHNOLOGY EQUIPMENT - (CFV)E2.

WIND DRIVEN TURBINE ROOF VENTILATOR AND PREPARE AS NEEDED TO MAINTAIN NEW ROOF

WARRANTY. LOCATIONS ARE APPROXIMATE BASED ON OLDER AVAILABLE DRAWINGS. CONTRACTOR TO

CONFIRM OPERATION.

E3.

TECTUM ROOF DECK.E4.

WALL BELOW (ALL INCLUSIVE OF DOORS, WINDOWS, LOUVERS, ETC.)E5.

WALL MOUNTED ELECTRICAL EQUIPMENT BELOW.E6.

GUTTER/TROUGH SYSTEME7.

EXISTING LIGHT/SUPPORT BRACKET IN ORDER TO PERFORM ROOFING OPERATIONS.

REMOVE AND REINSTALL THE FOLLOWING:

RR1.

EXISTING ANTENNA - ECU (C.F.V.)RR2.

EXISTING BOILER FLUE AS REQUIRED TO PERFORM ROOFING OPERATIONS AND FOR NEW GUTTER

INSTALLATION. PROVIDE REVISED MOUNTING TO SUPPORT PIPING AS REQUIRED.

RR3.

EXISTING HEAT TAPE/WIRING AS REQUIRED TO PROPERLY FLASH/LINE EXISTING GUTTER/TROUGH

SYSTEM.

RR4.

ROOF AREA "B"

EXISTING ROOFING COMPOSITION (FOR REFERENCE ONLY UNDER METAL)

· BUILT-UP ROOFING SYSTEM

· PERLITE COVER BOARD

· 2" POLYISOCYANURATE INSULATION

· BITUMINOUS BASE SHEET (EST. TO BE MECHANICALLY FASTENED)

· 2" TECTUM ROOF DECK SET IN BULB TEES

ROOF AREA "A"

EXISTING ROOFING COMPOSITION (FOR REFERENCE ONLY UNDER METAL)

· BUILT-UP ROOFING SYSTEM

· PERLITE COVER BOARD

· 2" POLYISOCYANURATE INSULATION

· BITUMINOUS BASE SHEET (EST. TO BE MECHANICALLY FASTENED)

· 2" TECTUM ROOF DECK SET IN BULB TEES

EXISTING ROOF TO REMAIN

(NO WORK)

E5

TYP. BELOW

E5

TYP. BELOW

TYP. BELOW

E5

INTENT IS TO REMOVE EXISTING ROOFING SYSTEMS COMPETE DOWN TO EXISTING ROOF DECK.

INFORMATION ABOUT EXISTING ROOFING COMPOSITION IS FOR REFERENCE ONLY AND SHOULD BE FIELD

VERIFIED BY THE CONTRACTOR.

AT REMOVED MECHANICAL ITEM, CONTRACTOR TO PATCH / REPAIR AND/OR INFILL ROOF DECK AS

NECESSARY PRIOR TO INSTALLATION OF RIGID INSULATION--E.C.U. (C.F.V.).

CONTRACTOR TO PROTECT OWNER'S EXISTING ASPHALT / CONCRETE PAVING AND/OR LAWN AREAS

FROM CONSTRUCTION TRAFFIC. IF DAMAGE SHOULD OCCUR, CONTRACTOR IS RESPONSIBLE TO

COORDINATE AND PAY FOR ALL REPAIRS TO BRING THE ITEM BACK TO THE CONDITION BEFORE CONSTRUCTION COMMENCED. IT SHALL BE THE OWNER'S OPTION TO HAVE THEIR VENDOR MAKE ANY REPAIRS, AND THE CONTRACTOR'S CONTRACT WILL BE REDUCED VIA CHANGE ORDER TO COVER SUCH

REPAIRS.

EXISTING EQUIPMENT, PENETRATIONS, ROOF DRAINS, CURBS, ETC. IDENTIFIED SHALL BE FIELD VERIFIED BY THE CONTRACTOR WHOM WILL BE RESPONSIBLE FOR THE QUANTITIES, CONDITIONS, HEIGHTS, ETC.

EXISTING ROOF MEP ITEMS (HVAC UNIT, EXHAUST FANS, HOODS, VENT PIPES, ETC.) ARE INDICATED FOR GENERAL REFERENCE AND AREN'T NECESSARILY NOTED. CONTRACTOR TO RAISE ANY EXISTING ROOF CURBS, EXTEND PIPES, ETC. AS REQUIRED TO MAINTAIN ROOFING SYSTEM MANUFACTURER WARRANTY.

DUE TO EXISTING ROOF CONSTRUCTION, NOT ALL EXISTING ITEMS ARE VISIBLE AND ARE LOCATED BASED

ON THE EXISTING AVAILABLE DRAWINGS.

A2.50Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Roof Plan

Bidding & Permits: 23 April 2026

Scale: 1/8"=1'-0" Roof Plan1

A2.50

EXISTING LIGHT/SUPPORT BRACKET IN ORDER TO PERFORM ROOFING OPERATIONS.

REMOVE AND REINSTALL THE FOLLOWING:

RR1.

EXISTING ANTENNA - ECU (C.F.V.)RR2.

EXISTING BOILER FLUE AS REQUIRED TO PERFORM ROOFING OPERATIONS AND FOR NEW GUTTER

INSTALLATION. PROVIDE REVISED MOUNTING TO SUPPORT PIPING AS REQUIRED.

RR3.

EXISTING HEAT TAPE/WIRING AS REQUIRED TO PROPERLY FLASH/LINE EXISTING GUTTER/TROUGH

SYSTEM.

RR4.

A9.10

RR1

RR2 RR3 RR3

11 11

RR1

R9

RR1

TYP. FOR 6

TYP

RC2 TYP. FOR 2

TYP. FOR 2TYP. FOR 6

RC2

TYP

TYP

TYP

TYP

BELOW

3 3

HIGH POINTHIGH POINT

TYP

TYP

TYP

5 5 5 5

5 5 5 5

TYP. FOR 3

TYP. FOR 6

TYP. FOR 6

TYP. FOR 6

TYP. FOR 2

RC1

TYP TYP

11 11

EXISTING ROOF TO REMAIN

(NO WORK)

EXISTING ROOF TO REMAIN

(NO WORK)

ROOFING COMPOSITION NOTES:

ROOFING SYSTEM COMPOSITION (TECTUM ROOF DECK, FLAT):

· 60-MIL FULLY ADHERED EPDM ROOFING MEMBRANE (WITH 25-YEAR DETAILS) CARRIED UP AND OVER

PARAPET WALL

· ADHESIVE APPLIED TAPER INSULATION WITH 1/2" TAPER START (1/4" INCH PER FOOT; AVERAGE

R-VALUE = 17.8)

· MECHANICALLY FASTENED POLYISOCYANURATE INSULATION (2.2 INCHES; R-VALUE = 12.6) WITH

GLASS-FILLED NYLON AUGER FASTENER AND FASTENER PLATE TO SUIT CONDITIONS

· EXISTING TECTUM ROOF DECK SET IN BULB TEES (ASSUMED FLAT)

RC1.

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

1 4"

PE

R

FO

OT

TA

PE

R

IN

SU

LA

TI

ON

TYP

RE

FE

R

TO

N

OT

E #1

2 A

ND

#R R4

IN

T

HI

S

AR

EA

ROOF AREA "B"

ROOF AREA "A"

GENERAL NOTES:

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

G2.

G3.

G4.

G5.

G6.

G7.

G8.

G9.

G10.

G11.

G12.

G13.

G14.

G15.

G16.

G17.

G18.

G19.

G20.

G21.

G22.

REFER TO MANUFACTURER SPECIFICATIONS, REQUIREMENTS, ETC. FOR PROPER ROOFING INSTALLATION PER ARCHITECTURAL SPECIFICATIONS AND WARRANTY CONDITIONS. ROOFING MATERIAL SHALL BE

INSTALLED TO MAINTAIN WARRANTY OF EXISTING ROOFING, IF APPLICABLE.

ALL CURBS, FLASHINGS, ETC. SHALL BE FURNISHED AND INSTALLED TO BE COMPATIBLE WITH THE

ROOFING SYSTEM AND AT HEIGHT REQUIRED TO MAINTAIN ROOFING WARRANTY.

EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY.

ROOF INSULATION TO BE INSTALLED IN MINIMUM 2 LAYERS -- REFER TO SPECIFICATIONS.

ROOFING IN ALL LOCATIONS TO CARRY UP FACE OF PARAPET WALL AND OVER THE TOP--REFER TO

SECTIONS FOR FURTHER DETAIL.

ALL EXISTING ITEMS ARE TO REMAIN UNLESS NOTED OTHERWISE.

ALL WORK NOTES MAY NOT APPLY TO THIS SHEET.

FIELD VERIFY ALL DIMENSIONS, ROOF SUMP LOCATIONS, EQUIPMENT CURBS, ETC. PRIOR TO

COMMENCING WITH CONSTRUCTION OPERATIONS.

THE ROOFING SHALL BE A TWENTY-FIVE (25) YEAR MANUF. ROOFING SYSTEM WARRANTY ALONG WITH A

FIVE (5) YEAR LABOR WARRANTY. EDGE METAL TO BE INCLUDED IN FULL SYSTEM WARRANTY.

REFER TO ROOF DETAILS AND MANUFACTURER'S STANDARD DETAILS FOR ADDITIONAL INFORMATION.

EXISTING ROOF DECK THICKNESS AND SLOPE IS UNKNOWN. CONTRACTOR TO VERIFY AFTER THE ROOFING HAS BEEN REMOVED AND REPORT ANY DISCREPANCIES THAT MAY BE DISCOVERED TO THE

ARCHITECT FOR FURTHER DIRECTION.

ALL EXISTING MECHANICAL EQUIPMENT CURBS SHALL HAVE NEW BASE FLASHING A MINIMUM OF 8" ABOVE THE ROOFING MEMBRANE, UNLESS MORE STRINGENT REQUIREMENTS ARE NEEDED TO MEET THE ROOFING MANUFACTURER SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY HEIGHT--ASSUME THE

EXISTING HVAC CURBS WILL NEED TO BE RAISED.

INSTALL CRICKETS / SADDLES AT ALL EQUIPMENT / SKYLIGHT CURBS HIGH SIDE, WHETHER SHOWN OR

NOT.

EXISTING EQUIPMENT, PENETRATIONS, ROOF DRAINS, CURBS, ETC. IDENTIFIED SHALL BE FIELD VERIFIED BY THE CONTRACTOR WHOM WILL BE RESPONSIBLE FOR THE QUANTITIES, CONDITIONS, HEIGHTS, ETC.

ANY EXISTING WOOD BLOCKING FOR ELECTRICAL CONDUIT AND/OR GAS PIPING SHALL BE REPLACED

WITH PROPER PREFABRICATED SUPPORT WHETHER PARTICULARLY INDICATED OR NOT (NO WOOD

BLOCKING IS PERMITTED).

CONTRACTOR TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS, CONDITIONS, ETC. THAT MAY AFFECT

THE SPECIFIED WARRANTY.

AN ON-SITE PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ROOFING SYSTEM REPRESENTATIVE, OWNER, AND CONTRACTOR SHALL BE CONDUCTED PRIOR TO THE START OF CONSTRUCTION AND PRIOR

TO ORDERING OF MATERIAL. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

ROOFTOP DUCTWORK, GAS LINES, ELECTRICAL CONDUITS, ETC. MAY NOT BE INDICATED FOR DRAWING CLARITY, BUT WILL LIKELY REQUIRE RE-WORK AND MODIFICATIONS DUE TO THE WORK. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE WITH OWNER. PROVIDE PROPER SUPPORTS

(ROLLER SUPPORTS, UNISTRUT PADS, ETC.).

REPLACEMENT OF THE ROOF SHALL BE DONE SO-AS TO NOT REMOVE ANY MORE OF THE ROOFING THAN CAN BE REPLACED IN A GIVEN DAY. AT NO TIME SHALL THE ROOF BE LEFT OPEN AND SUBJECT TO

WEATHER CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT OCCURS.

ANY UTILITY SHUT-DOWNS THAT ARE REQUIRED IN ORDER TO PERFORM THE RE-ROOFING OPERATIONS

SHALL BE SCHEDULED IN ADVANCE WITH THE OWNER.

PROVIDE WALKWAY PADS / SLIP SHEETS UNDER ALL PIPE SUPPORTS.

CONTRACTOR TO PROVIDE SLIP FLASHING AT ALL UNITS AND AS REQUIRED.

G28.

PLUMBING VENT / PIPE BOOT FLASHING. CONTRACTOR TO EXTEND PIPE AS MAY BE REQUIRED TO TO MEET MANUFACTURER WARRANTY REQUIREMENTS (SOME PIPES MAY NEED TO BE SHORTENED DUE TO

SLOPED METAL ROOFING REMOVAL).

DRAWING NOTES:

1.

WRAP ROOFING MEMBRANE UP BACK SIDE OF WALL AND UNDER CAP FLASHING.2.

PRE-FINISHED METAL CAP FLASHING (PRE-SLOPED).3.

PREFINISHED METAL GUTTER--SLOPE TO DOWNSPOUT LOCATIONS.4.

PREFINISHED METAL DOWNSPOUT--ELBOW BACK TO BUILDING WALL AND PROVIDE DOWNSPOUT

EXTENSIONS AS REQUIRED TO DIRECT WATER AWAY FROM THE BUILDING AND BIKE RACK CONCRETE

PAD.

5.

G23. CONTRACTOR WILL BE REQUIRED TO BUILD UP THE ROOF EDGE (PARAPET) DUE TO INSULATION HEIGHT.

CONTRACTOR TO FIELD VERIFY AND PROVIDE THE NECESSARY BLOCKING. INTENT IS FOR THE ROOF

EDGE TO BE A CONSISTENT HEIGHT THROUGHOUT A GIVEN ROOF AREA.

G24. DRAINAGE SADDLES TO SLOPE 12" PER FOOT UNLESS NOTED OTHERWISE. CONTRACTOR TO ASSURE

POSITIVE DRAINAGE TO ROOF EDGE.

G25. CONTRACTOR TO PROTECT OWNER'S EXISTING ASPHALT / CONCRETE PAVING AND/OR LAWN AREAS

FROM CONSTRUCTION TRAFFIC. IF DAMAGE SHOULD OCCUR, CONTRACTOR IS RESPONSIBLE TO

COORDINATE AND PAY FOR ALL REPAIRS TO BRING THE ITEM BACK TO THE CONDITION BEFORE CONSTRUCTION COMMENCED. IT SHALL BE THE OWNER'S OPTION TO HAVE THEIR VENDOR MAKE ANY REPAIRS, AND THE CONTRACTOR'S CONTRACT WILL BE REDUCED VIA CHANGE ORDER TO COVER SUCH

REPAIRS.

G26. ROOF INSULATION THICKNESS TO COMPLY WITH THE 2021 MICHIGAN ENERGY CODE REQUIREMENTS FOR

R-30 (AVERAGE R-VALUE).

G27. CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL COSTS ASSOCIATED WITH

RAISING EXISTING EQUIPMENT IF NEEDED TO MEET SYSTEM WARRANTY REQUIREMENTS.

PROVIDE PITCH POCKET / POURABLE SEALANT AT ANTENNAE SUPPORT STRUCTURE.6.

FLASHING AT WIND DRIVEN TURBINE ROOF VENTILATOR PER MANUFACTURER REQUIREMENTS--E.C.U.

(C.F.V.). EQUIPMENT NOT VISIBLE AND LOCATED PER EXISTING AVAILABLE DRAWINGS.

7.

INFILL DECK OPENING AT REMOVED EXISTING ROOF DRAIN (AFTER CAPPING PER CODE REQUIREMENTS).8.

CRICKET AS REQUIRED TO PROVIDE DRAINAGE AROUND EXISTING SKYLIGHT (CONTRACTOR TO ASSUME EXISTING SKYLIGHT CURB CANNOT BE REMOVED)--E.C.U. (C.F.V.). EQUIPMENT NOT VISIBLE AND LOCATED

PER EXISTING AVAILABLE DRAWINGS.

9.

INFILL EXISTING SKYLIGHT WITH 6" COLD-FORMED FRAMING AT 12" O.C., 34" PRESERVATIVE TREATED PLYWOOD, AND MINIMUM 5.2 INCHES POLYISOCYANURATE INSULATION (TWO LAYERS) ON TOP PRIOR TO ROOFING MEMBRANE--E.C.U. (C.F.V.). CONTRACTOR TO ANTICIPATE THAT THEY EXISTING SKYLIGHT CURB

CANNOT BE REMOVED..

10.

PREFINISHED METAL SIDING TO MATCH EXISTING--REFER TO DETAILS AND SPECIFICATIONS.11.

INSTALL MEMBRANE IN EXISTING DRAINAGE TROUGH, UP WALL, AND OVER TOP--TERMINATE AT EXISTING

METAL ROOFING PER MANUFACTURER REQUIREMENTS.

12.

INSULATION SADDLE AT VERTICAL WALL SURFACE TO DIRECT WATER TO GUTTERS.13.

INFILL DECK OPENING AT REMOVED BOILER FLUE PIPE.14.

TYP. BELOW

TYP. BELOW

TYP. BELOW

LINE OF BUILDING WALL.15.

ROOFING SYSTEM COMPOSITION (TECTUM ROOF DECK, FLAT):

· 60-MIL FULLY ADHERED EPDM ROOFING MEMBRANE (WITH 25-YEAR DETAILS) CARRIED UP AND OVER

PARAPET WALL

· ADHESIVE APPLIED TAPER INSULATION WITH 1/2" TAPER START (1/4" INCH PER FOOT; AVERAGE

R-VALUE = 28.5)

· MECHANICALLY FASTENED POLYISOCYANURATE INSULATION (1.5 INCHES; R-VALUE = 8.6) WITH

GLASS-FILLED NYLON AUGER FASTENER AND FASTENER PLATE TO SUIT CONDITIONS

· EXISTING TECTUM ROOF DECK SET IN BULB TEES (ASSUMED FLAT)

RC2.

STRUCTURAL BRACE--REFER TO DETAILS FOR FURTHER INFORMATION.16.

TYP. FOR 3

9'-0" (TYP)

A9.10

A9.10

A9.10

A9.10

A9.10

A9.10

A9.10

TYP. FOR 3

A9.10Project No. 0826

Nottawa Community School District Nottawa Community School (26438 M-86) Roof Replacement

Sections & Details

Bidding & Permits: 23 April 2026

Scale: 1-1/2"=1'-0" Section at Gabled Entry1

A9.10

GENERAL NOTES:

DO NOT SCALE DRAWING. DRAWING SCALE IS SHOWN FOR GENERAL REFERENCE ONLY.G1.

REFER TO MANUFACTURER SPECIFICATIONS, REQUIREMENTS, ETC. FOR PROPER ROOFING INSTALLATION

PER ARCHITECTURAL SPECIFICATIONS AND WARRANTY CONDITIONS.

Scale: 1-1/2"=1'-0" Section at Roof Area "B" Overhang Edge2

A9.10Scale: 1-1/2"=1'-0" Section at Roof Area "A" Edge3

A9.10

Scale: 1-1/2"=1'-0" Section at Roof Area "A" Overhang Edge4

A9.10

Scale: 1-1/2"=1'-0" Section at Roof Area "B" Edge5

A9.10

Scale: 1-1/2"=1'-0" Section at Existing Drainage Trough6

A9.10

Scale: 1-1/2"=1'-0" Brace Rail Connection Plan7

A9.10

Scale: 1-1/2"=1'-0" Center Brace Plate Detail9

A9.10

Scale: 1-1/2"=1'-0" Side Brace Plate Detail10

A9.10

Scale: 1-1/2"=1'-0" Brace Rail Connection Plan8

A9.10

A9.10

A9.10

A9.10

A9.10

CENTER

SIDES

4 4

TYP

TYP

9 8

REFER TO NOTE #24

BEYOND

RE

FE

R

TO

N

OT

E #2

1'-6"

6" 41 2" 6"

4"

9 8

1 1 2 " 2014

11 2"

2"

1'-6" 3 4"

6" 41 2" 6"

4"

1'-6"

1'- 0"

TYP

1'-6"

2'- 4"

TYP

8" O

.C

TY

P)

4"

2 6 2 6

2 62 8

2 6

2 6 2 6

2 6

2 8 2 6

2 6

2 6 2 4

L.P. ROOFING

H.P. ROOFING

TOP OF WALL

53 4" M

IN

(V

.M

EXISTING TECTUM ROOF DECK2"

75 8"

L.P. ROOFING

H.P. ROOFING

TOP OF WALL

53 4" M

IN

(V

.M

EXISTING TECTUM ROOF DECK2"

1 2"

202323 31

2323 31

L.P. ROOFING

H.P. ROOFING

TOP OF WALL

53 4" M

IN

(V

.M

EXISTING TECTUM ROOF DECK2"

1 2"

32REFER TO NOTE #19

E.C.U. (C.F.V.)

TOP OF WALL

EXISTING TECTUM ROOF DECK

6'-

31 4" (

MA

TC

H

EX

IS

TI

NG

G

AB

LE

H

EI

GH

T

AT

H

IG

H

PO

IN

T-

-C .F

.V

(R

EF

ER

T

O

NO

TE

#3

5 E

NT

IR

E

W

AL

L)

G2.

DRAWING NOTES:

METAL STUD TOP / BOTTOM TRACK (600T125-33)--SECURE WITH TWO (2) #10 EACH STUD.1.

STUD BRACING (600S137-43) WITH TWO (2) #10 AT EACH STUD.2.

4" x 3" GALVANIZED STEEL PLATE WITH TWO (2) 38" DIAMETER BOLTS THROUGH DOUBLE-STUDS WITH

WASHERS.

3.

METAL STUD WALL FRAMING (600S137-43) @ 24" O.C.4.

16-GAUGE CONTINUOUS PLATE.5.

TWO (2) ROWS SIMPSON SDS22 SCREWS @ 24" O.C., 11

2" PENETRATION TO 2x.6.

CONTINUOUS 2 x 6 PRESERVATIVE TREATED BLOCKING.7.

SLOT PIPE AT KNIFE PLATE AND ATTACH WITH 12" DIAMETER BOLT (TYP).8.

1 12" DIAMETER SCHEDULE 40 GALVANIZED PIPE @ 9'-0" O.C.9.

DOUBLE METAL STUD (AT PLATE).10.

2" DIAMETER BOLT.11.

#10 @ 12" O.C. TO PLATE (TYP).12.

2" x 1'-6" GALVANIZED STEEL PLATE--REFER TO LOCATION FOR SIZE.13.

8" x 6" x 10" GALVANIZED STEEL PLATE WELDED TO BASE PLATE (VERIFY EXACT HEIGHT PRIOR TO

FABRICATION WITH ROOF SYSTEM THICKNESS).

14.

SHIM TOP OF WALL / VOID SOLID.15.

2" DIAMETER THREADED ROD EPOXY SET WITH HILTI HY-270 (MINIMUM 6" EMBEDMENT) INTO EXISTING

BOND BEAM. CONTRACTOR TO FIELD VERIFY BOND BEAM PRESENCE AND CONDITIONS.

16.

EXISTING CMU / MASONRY WALL--E.C.U. (C.F.V.).17.

EXISTING BOND BEAM--VERIFY PRESENCE AND CONDITION IN THE FIELD. REPORT ANY DISCREPANCIES

TO THE ARCHITECT FOR DIRECTION.

18.

EXISTING DRAINAGE TROUGH WITH HEAT TAPE--REMOVE AND REINSTALL HEAT TAPE IN ORDER TO

PROPERLY TIE-IN PER MANUFACTURER REQUIREMENTS.

19.

ROOFING SYSTEM (MEMBRANE & INSULATION)--REFER TO SHEET A2.50 FOR FURTHER INFORMATION.20.

EXISTING TECTUM ROOF DECK--E.C.U. (C.F.V.).21.

CARRY ROOFING MEMBRANE UP FACE OF WALL AND OVER TOP OF WALL.22.

4" PRESERVATIVE TREATED PLYWOOD SHEATHING.23.

EXISTING SOFFIT MATERIAL TO REMAIN--E.C.U. (C.F.V.). CONTRACTOR TO REMOVE AND REINSTALL SOFFIT

AS REQUIRED FOR MEANS AND METHODS OF CONSTRUCTION.

24.

EXISTING FRIEZE BOARD--E.C.U. (C.F.V.).25.

MANUFACTURER'S 25-YEAR GUTTER TIE-IN DETAIL.26.

2x PRESERVATIVE TREATED WOOD BLOCKING.27.

PREFINISHED METAL GUTTER--SLOPE TO DOWNSPOUT LOCATIONS.28.

GUTTER BRACKET AND FASTENER @ 32" O.C. MAXIMUM.29.

GUTTER STRAP SPACER.30.

2x PRESERVATIVE TREATED WOOD BLOCKING / WALL.31.

EXISTING SLOPED METAL ROOF TO REMAIN--CONTRACTOR TO TIE IN PER MANUFACTURER'S

REQUIREMENTS.

32.

ALL PREFINISHED METAL COPING, EDGE METAL, ETC. TO BE COMPLETE WITH CONCEALED CLIP ANCHORS

ON BOTH SIDES (NO VISIBLE ANCHORS).

G3.

CARRY ROOFING UP AND OVER ALL WALLS, PARAPET EDGES, ETC.G4.

TYP

2 8 2 6

PREFINISHED METAL SIDING COMPLETE WITH ALL ACCESSORIES, CLOSURES, CLIPS, OUTSIDE CORNERS, ETC. FOR A COMPLETE INSTALLATION (SIMILAR TO ATAS INTERNATIONAL; DESIGN WALL: DWH120 WITH 6"

UP, 6" DOWN).

33.

PREFINISHED METAL SIDING CLOSURE / DRIP AT TOP AND BOTTOM OF WALL TO SUIT CONDITIONS.34.

SELF-ADHERING WEATHER RESISTIVE BARRIER AT FACE OF PLYWOOD SHEATHING (UNDER SIDING).35.

PREFINISHED METAL CAP WITH PRE-SLOPED CONTINUOUS CLEAT.36.

Scale: 3"=1'-0" Gutter Detail11

A9.10

A9.10

A9.10

SIMILAR2 4

REINFORCED EPDM MEMBRANE.37.

6" PRESSURE SENSITIVE TAPE.38.

EPDM ROOFING MEMBRANE.39.

SHEET METAL FASCIA AND CONTINUOUS CLEAT.40.

CLEAT FASTENER--INSTALL TYPE AND SPACING PER MANUFACTURER REQUIREMENTS.41.

42. FLANGE FASTENER--INSTALL TYPE AND SPACING PER MANUFACTURER REQUIREMENTS.