9250.00 - DOC MPCF

BUILDING 18 ROOF REPLACEMENT

1200 E WASHINGTON

MOUNT PLEASANT, IOWA 52641

052.22 Activity ID: #925000

100% CONSTRUCTION DOCUMENTS

06.21.2023

Sheet List

Sheet Number Sheet Name

G0.01 ABBREVIATIONS, SYMBOLS, SHEET LIST, SITE ACCESS PLAN

AD1.00 ABATEMENT AND DEMO PLAN (TERRACON)

A1.00 ROOF PLAN - NEW

A2.00 EXTERIOR ELEVATIONS

A4.00 DETAILS

A4.01 DETAILS

A5.00 PHOTOS OF EXISTING

AWOI

PR

OFESSIONAL ARCH

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I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the State of Iowa.

(Signature)

(Printed or Type Name) (License Num.)

My license renewal date is

Sheets covered by this seal

Melinda Aust

05898

Melinda Aust 05898

June 30, 2024

G0.01, A1.00, A2.00, A4.00, A4.01, A5.00

SHEET AD1.00 COVERED BY:

1t

ROOM NAME

150 SF

1t

GLAZING / WINDOW IDENTIFICATION

ROOM IDENTIFICATION

DETAIL / ENLARGED PLAN REFERENCE

SPOT ELEVATION

VERTICAL ELEVATION

FLOOR F1

0' - 0"

D2 A-512

SIM

1t

1t

A1 VIEW NAME

SCALE:1/8" = 1'-0", REF: A / A101

MILLWORK / FURNITURE / EQUIPMENT IDENTIFICATION

WALL TYPE IDENTIFICATION

SECTION REFERENCE

DRAWING IDENTIFICATION

STRUCTURAL GRID

1t1t

A-303

SIM

PLAN

NORTH

INTERIOR ELEVATION REFERENCE

BUILDING ELEVATION REFERENCE

DOOR / SIGNAGE IDENTIFICATION

PLAN NORTH REFERENCE

DRAWING REVISION

A2-02

1 SIM

A2-02

SIM

DENOTES REFERENCE

DENOTES ELEVATION

DETAIL NUMBER

SHEET NUMBER

ROOM NAME

ROOM NUMBER

AREA

GLAZING / WINDOW TYPE

REFERENCE

A

B

GRID REFERENCE

DETAIL NUMBER

DRAWING TITLE

DRAWING SCALE AND

REFERENCING DETAIL

DARKENED AREA

DENOTES SECTION

DRAWN

DETAIL NUMBER

SHEET NUMBER

WALL TYPE

REFERENCE

TYPE REFERENCE

REVISION SEQUENCE NUMBER

(REFER TO REVISION TABLE

ON SHEET TO SEE

CORRESPONDING ISSUANCE)

DASHED LINE INDICATES

TRUE NORTH

DOOR NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUBMER

TOS EL 0'-0"

DENOTES ELEVATION

DENOTES OBJECT

REFERENCED

KEYNOTE IDENTIFICATION

1?04 20 00.A1

SHEET KEYNOTE - REFER

TO LEGEND ON SHEET

REFERENCE KEYNOTE -

REFER TO LEGEND ON SHEET

AND ASSOCIATED SPEC

SECTION

ROOM FINISH IDENTIFICATION FLOOR PLAN SYMBOLS

ROOM NAME

F B W C

ROOM NAME

ROOM NUMBER

FINISHES: FLOOR,

BASE, WALL, CELING

1t

CPT-1

CG

A (101) SIGN TYPE AND

NUMBER

CPT-1

CT-1

FLOOR FINISH

FLOOR FINISH

TRANSITION

CORNER GUARD

ALUMINUM

BATT INSULATION

BRICK & CLAY MASONRY

CERAMIC TILE

CONCRETE UNIT MASONRY

COMPACTED OR ENGINEERED FILL

CONCRETE

CONTINUOUS BLOCKING

DISCONTINUOUS BLOCKING

EARTH

GLAZING

GYPSUM WALL BOARD

RIGID INSULATION

SAND

SHEATHING

SPRAY INSULATION

WOOD - FINISH GRADE

STEEL

SECURETY FENCE

LINE LEGEND

LIGHTNING LN

HO

SP

IT

AL

A

VE

HO

SP

IT

AL

A

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EXISTING SHED

EXISTING SECURITY GATE

-DO NOT BLOCK

BLDG

CONSTRUCTION FENCE

CONTRACTOR PARKING +

PROJECT STAGING

CONSTRUCTION ROUTE

CONSTRUCTION ROUTE

BLDG

DUMPSTER LOCATION

IS NOT TO BE ON

GRASS

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000 MA Architecture No.:

Date:

www.kpff.com Ph. 515 279 3900 Des Moines, Iowa 50309 604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

Activity ID:

6/2 1/2

3 2

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ABBREVIATIONS, SYMBOLS, SHEET LIST,

SITE ACCESS PLAN

052.22

06.21.2023

ABBREVIATIONS

—— A ——

@ AT

A/V AUDIO-VISUAL

ABV ABOVE

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING

JURISDICTION

AL ALUMINUM

ALT ALTERNATE

ALUM ALUMINUM

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

ARCH ARCHITECT

AWP ACOUSTICAL WALL PANEL

—— B ——

BC BY CONTRACTOR

BCKR BACKER

BCS BABY CHANGING STATION

BD BOARD

BLDG BUILDING

BLKHD BULKHEAD

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOS BOTTOM OF STRUCTURE

BOT BOTTOM

BS BOTH SIDES

BTW BETWEEN

—— C ——

CAB CABINET

CBB CEMENTITIOUS BACKER

BOARD

CFOI CONTRACTOR FURNISHED,

OWNER INSTALLED

CG CORNER GUARD

CH COAT HOOK

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTERTOP

COL COLUMN

CONC CONCRETE

CONT CONTINUE (CONTINUOUS)

CONTR CONTRACTOR

COORD COORDINATE

COV COVER

CR CARD READER

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

CW CURTAIN WALL

—— D ——

DBL DOUBLE

DC DIMMER CONTORL

DEMO DEMOLITION (DEMOLISH)

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM(S) DIMENSION(S)

DO DOOR OPENING

DPTN DEMOUNTABLE PARTITION

DR DOOR

DS DOWNSPOUT

DSPL DISPOSAL

DT DRAIN TILE

DV DATA / VOICE OUTLET

DW DISHWASHER

DWG(S) DRAWING(S)

DWR DRAWER

—— E ——

E ELECTRICAL OUTLET

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (ELECTRICAL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EPS EXPANDED POLYSTYRENE

BOARD

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETC ET CETERA

EW EACH WAY

EWS EYE WASH STATION

EXCL EXCLUDE (EXCLUDING)

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

—— F ——

TYPICAL SYMBOLS

MATERIAL KEY

PROJECT LOCATION

ABBREVIATIONS

F FEMALE

FA FIRE ALARM HORN / STROBE

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAB FABRIC

FACP FIRE ALARM CONTROL PNL

FAS FIRE ALARM PULL STATION

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLOOR MOUNT

FLR FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOW FACE OF WALL

FR FRAME(D)

FR GL FRITTED GLASS

FRP FIBER-REINFORCED PLASTIC

FRZ FREEZER

FT FOOT (FEET)

FT GL FULLY TEMPERED GLASS

FTG FOOTING

FURN FURNITURE

FUT FUTURE

FWRK FORMWORK

—— G ——

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS-FIBER REINFORCED

CONCRETE

GL GLASS

GLZ GLAZING

GRAN GRANITE

GRID GRIDLINE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GYP GYPSUM

—— H ——

HB HOSE BIB

HC HANDICAP

HD HAND DRYER

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE

COATING

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

—— I ——

IIC IMPACT ISOLATION CLASS

ILLUM ILLUMINATION

INCL INCLUDE (INCLUDING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IT(S) INFORMATION TECHNOLOGY

(SERVICES)

—— J ——

JAN JANITOR

JT JOINT

—— K ——

KB KNOX BOX

KPT KICKPLATE

—— L ——

LAM LAMINATE (LAMINATED)

LAV LAVATORY

LD LINEAR DIFFUSER

LH LEFT HAND

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LNDSCP LANDSCAPE

LOC LOCATION

LT LIGHT

LTD LIMITED

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LYR LAYER

—— M ——

M MOTION SENSOR

MAINT MAINTENANCE

MATL MATERIAL

ABBREVIATIONS

MAX MAXIMUM

MBH MOP / BROOM HOLDER

MECH MECHANICAL

MEL MELAMINE

MEMB MEMBRANE

MF MILL FINISH

MFD MANUFACTURED

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLWK MILLWORK

MR MOISTURE RESISTANT

MT MOUNT

MTD MOUNTED

MTL METAL

MULL MULLION

MULT MULTIPLE

MW MICROWAVE

—— N ——

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRC NOISE REDUCTION COEFF.

NTS NOT TO SCALE

—— O ——

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORIG ORIGINAL

ORN ORNAMENTAL

OVFL OVERFLOW

—— P ——

PAR PARALLEL

PART PARTIAL

PAT PATTERN

PB PUSH BUTTON

PBD PARTICLEBOARD

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POL POLISHED

PORC PORCELAIN

PREFAB PREFABRICATE

PREFIN PREFINISHED

PREFMD PREFORMED

PRELIM PRELIMINARY

PS PROJECTOR SCREEN CTRL

PT POST-TENSIONED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PHOTOVOLTAIC

—— Q ——

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

QTZ QUARTZ

—— R ——

R RADIUS

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE

RB HK ROBE HOOK

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REINF REINFORCE(D)

REM REMAINDER

REP REPAIR

REPL REPLACE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RFG ROOFING

RH RIGHT HAND

RM ROOM

RND ROUND

RO ROUGH OPENING

RTF RUBBER TILE FLOORING

RTG RATING (RATED)

RTU ROOFTOP UNIT

RVL REVEAL

—— S ——

S SWITCH

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

ABBREVIATIONS

SC SEALED CONCRETE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCRN SCREEN

SD SOAP DISPENSER

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHLF SHELF

SHR SHOWER

SHR HD SHOWERHEAD

SHT SHEET

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SLV SLEEVE

SN SANITARY NAPKIN DISPOSAL

SNK SINK

SNSR SENSOR

SP STANDPIPE

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUPT SUPPORT

SURF SURFACE

SURR SURROUND

SURV SURVEY

SUSP SUSPEND (SUSPENDED)

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

—— T ——

T THERMOSTAT

T&G TONGUE AND GROOVE

TB TOWEL BAR

TC TERRACOTTA

TD TRENCH DRAIN

TEMP TEMPORARY

TERM TERMINATION

THK THICKNESS

THRES THRESHOLD

TKSF TACK-SURFACE /

TACK-BOARD

TO TOP OF

TOS TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TT TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

—— U ——

UNO UNLESS NOTED OTHERWISE

UR URINAL

URS URINAL SCREEN

—— V ——

VAR VARIES

VB VINYL BASE

VEH VEHICLE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VN VENDING MACHINE

VNR VENEER

VOC VOLATILE ORGANIC

COMPOUND

—— W ——

W/ WITH

W/O WITHOUT

WB WOOD BASE

WBL WOOD BLOCKING

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WH WATER HEATER

WLD WELDED

WO WINDOW OPENING

WT WEIGHT

WW WALL TO WALL

—— X ——

XPS EXTRUDED POLYSTYRENE

BOARD

—— Y ——

YCO YARD CLEANOUT

SITE ACCESS GENERAL NOTES:

1. MAIN PROJECT IS LOCATED OUTSIDE THE FACILITY'S SECURITY FENCE. NORTH PROJECT BOUNDARY IS ADJACENT TO A SECURE FENCE.

NORTH FACE OF BUILDING ABUTS SECURITY FENCE, NO CIRCULATION BETWEEN BUILDING AND FENCE ALLOWED AT THIS AREA

2. COORDINATE WITH OWNER LOCATIONS FOR CONSTRUCTION FENCE GATE, SCAFFOLDING, DUMPSTER, NEW MATERIAL PALETTES, AND PARKING.

3. PATCH WITH SOD ANY LAWN THAT IS DISTURBED DURING CONSTRUCTION.

4. DO NOT STORE MATERIAL UNDER THE DRIPLINE OF TREES.

5. PROTECT EXISTING ELEMENTS IDENTIFIED AND THOSE NOT DURING CONSTRUCTION INCLUDING ALL TREES AND SIDEWALKS.

SCALE: 1" = 60'-0"

SITE ACCESS PLAN

MARK DESCRIPTION DATE

1 2 3 4 5 6 7 8 109

9' - 0" 22' - 5" 35' - 2" 13' - 5 1/2" 29' - 5" 13' - 5 1/2" 35' - 2" 22' - 5" 9' - 0"

189' - 6"

A

Aa

B

C

D

Dd

2'

/2

3'

2"

0"

1/

2" 3'

1/ 2"

7"

1' -0

7"

1'

-0

7" / 1'-0"

7" / 1'-0" 7" / 1'-0"

7" / 1'-0" 7" / 1'-0"

7"

1' -0

7"

1'

-0

9" / 1'-0"9" / 1'-0"

7"

1' -0

7"

1'

-0

7" / 1'-0"

7" / 1'-0" 7" / 1'-0"

7" / 1'-0" 7" / 1'-0"

[No Slope] [No Slope]

A01 08 A01 08

A01 01

A01 01

A01 01

A01 01

A01 01A01 01A01 01A01 01A01 02 A01 02 A01 02 A01 02

A01 02

A01 02

A01 02

A01 02

A01 01

A01 02

A01 05

A01 06 A01 06

A01 07 A01 07

A01 07

[No Slope]

A01 12

/2

A01 13 A01 13 A01 13 A01 13

A01 13

A01 13

A01 13 A01 13 A01 13 A01 13 A01 13

A01 04

A01 04

A01 10

A01 11

A01 11

A01 11

A01 11 A01 04

A01 04

A01 10

A01 11

A01 11

A01 11

A01 11

A01 14 A01 14

A01 14 A01 14

A01 14 A01 14 A01 14 A01 14

A01 14 A01 14

A01 14 A01 14

A01 15

A01 15

A01 05

A01 15 A01 05

A01 15

A01 15

A01 15

A01 15

A01 15

A01 15

A01 04

A01 04

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Revisions

925000 TERRACON No.:

Date:

319-366-8321

CEDAR RAPIDS, IOWA 52404

2640 12TH STREET SW

ERIC W. HARRIS (NO. 22-8944)

ABATEMENT PROJECT DESIGNER

TERRACON CONSULTANTS INC.

Activity ID:

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AD1.00

ABATEMENT DEMO PLAN

06237024

6.21.2023

1/8" = 1'-0"1 ABATEMENT DEMO PLAN

NUMBER KEYNOTE - DEMO

A01 01 EXISTING GUTTERS; 7" WIDE BY 4.5" DEEP TO BE REMOVED

A01 02 EXISTING SNOW APRON; COPPER; COPPER SHEETING TO BE REMOVED

A01 04 EXISTING FLASHING AT VALLEY; COPPER TO BE REMOVED

A01 05 EXISTING FLASHING, GALVANIZED STEEL TO REMAIN

A01 06 EXISTING STONE CAP - TO REMAIN, NO WORK

A01 07 EXISTING MEMBRANE ROOF; EPDM RUBBER; 60 MIL - TO REMAIN, NO WORK

A01 08 EXISTING ROOF ACCESS; COPPER CLADDING - TO REMAIN, NO WORK

A01 10 EXISTING VENT, COPPER - REMOVE, SCRAPE ACM, SAVE FOR OWNER

A01 11 EXISTING VENTILATION PIPE - LEADED BOOTS TO BE REMOVED

A01 12 EXISTING ELEVATOR OVERRUN, MEMBRANE ROOF, EPDM RUBBER - TO

REMAIN, NO WORK

MARK DESCRIPTION DATE

DEMO GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS NOTED. DO NOT SCALE THE DRAWINGS. ANY ERRORS

2. EXISTING ROOFING MATERIALS AND SEALANTS CONTAIN ASBESTOS. DEMOLITION OF THE EXISTING ROOF WILL BE THE RESPONSIBILITY OF THE ABATEMENT CONTRACTOR. THE ROOFING CONTRACTOR SHALL COORDINATE SCHEDULE WITH THE ABATEMENT CONTRACTOR

3. THE EXISTING ROOF CONSISTS PRIMARILY OF 3-1/4 ” X 9” WOOD RAFTERS SPACED AT APPROXIMATELY 32 ” O.C. WITH 1X4 NOMINAL

BOARDS SPANNING BETWEEN THEM.

4. MUST FIELD VERIFY ALL DIMENSIONS.

A01 13 EXISTING DOWNSPOUT TO BE REMOVED

A01 14 EXISTING 1"X8" FASCIA BOARD AND GABLE CAP TO BE REMOVED

OR OMISSIONS SHALL BE REPORTED TO MA ARCHITECTURE AND TERRACON WITHOUT DELAY.

LEGEND

ABATEMENT GENERAL NOTES

1. CONTRACTORS WILL BE RESPONSIBLE FOR INSTALLING AND UTILIZING FALL PROTECTION AS REQUIRED BY THE OSHA CONSTRUCTION STANDARD (29 CFR 1926.500(B).

2. WHERE SCAFFOLDING IS PROVIDED, ENSURE THAT ALL PROVISIONS OF OSHA CONSTRUCTION STANDARDS REGARDING SCAFFOLDING ARE MET (29 CFR 1926.450(B). PROTECT SCAFFOLDING

FROM ACM CONTAMINATION.

3. A TUNNEL SYSTEM IS PRESENT BELOW THE SIDEWALKS SURROUNDING THE BUILDING(S). MACHINERY SHALL AVOID THE TUNNEL SYSTEMS; NO PARKING/STAGING OF EQUIPMENT/SUPPLIES, DUMPSTER, OR DEBRIS ON THE TUNNEL SYSTEMS.

4. ADJACENT IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO BUILDINGS, PAVEMENT, STREETS, SIDEWALKS, CURBS, DRIVEWAYS, ELECTRICAL POLES AND LINES, DRAINAGE PIPES AND STRUCTURES, LAWNS, TREES, HANDHOLDS, SIGNS, ETC., TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.

5. ADDITIONAL INFORMATION REGARDING ASBESTOS CONTAINING MATERIALS (ACMS) IS INCLUDED IN SECTION 00 31 26 - EXISTING HAZARDOUS MATERIAL INFORMATION.

6. PLACEMENT OF THE ASBESTOS WASTE DUMPSTER SHALL BE COORDINATED WITH THE MPCF/CONSTRUCTION MANAGER.

7. COORDINATION WITH OTHER TRADES WILL BE REQUIRED, ESPECIALLY FOR THE MAIN ROOF FIELD AREA REMOVALS.

8. THE ASBESTOS CEMENT (A/C) SHINGLES SHALL BE CAREFULLY REMOVED AND BREAKAGE SHALL BE LIMITED. ALL ACM WASTE REMOVED FROM THE ROOF SHALL NOT BE DROPPED OR THROWN TO THE GROUND. ALL ACMS SHALL BE LOWERED TO THE GROUND IN ACCORDANCE WITH 1926.110(G)(8)(II)(E). ACMS SHALL NOT BE CRUMBLED, PULVERIZED OR REDUCED TO

POWDER.

9. THE APPROXIMATELY 35-INCH BY 35 INCH ROOF VENTS (01 10) SHALL BE REMOVED, ALL ACMS SHALL BE SCRAPED FROM THE VENTS/BASE AND THE VENT SHALL BE RETURNED TO THE

OWNER FOR REINSTALLATION. USE CAUTION WITH THE SOUTHERN VENT, AS IT IS DAMAGED.

10.PIPE PENETRATION BOOTS ARE LEAD. THE CONTRACTOR SHALL REMOVE HANDLE, AND DISPOSE OF THE LEAD BOOTS IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. NOT ALL

PENETRATIONS MAY BE SHOWN ON THE DRAWINGS.

11.GUTTERS, INCLUDING STRAPPING, SHALL BE REMOVED BY THE ABATEMENT CONTRACTOR. SOME GUTTERS CONTAIN ASBESTOS ROOFING TILES/DEBRIS. RECYCLE THE GUTTERS AS

APPROPRIATE AND FOLLOWING ANY REQUIRED ACM CLEANING.

12.DOWNSPOUTS (LESS STAIR TOWERS) SHALL BE REMOVED BY THE ABATEMENT CONTRACTOR. SOME SECTIONS MAY CONTAIN ACM SEALANTS; SEAMS ARE SUSPECTED TO CONTAIN LEAD.

RECYCLE DOWNSPOUTS TO THE EXTENT PRACTICABLE. DOWNSPOUTS SHALL BE REMOVED TO THE IN-GROUND RISER COUPLING.

13.ALL STEP FLASHING SHALL BE CUT FLUSH WITH THE MORTAR JOINT AND SHALL BE TREATED AS ACM WASTE. THE ABATEMENT CONTRACTOR SHALL ALSO SCRAPE ACM SEALANT FROM

THE BRICK/MORTAR AT STEP FLASHING AREAS.

14.THE SNOW APRON, VALLEY FLASHING, AND THE GABLE CAP HAVE ACM ON THE SEAMS. THE SEAMS CAN LIKELY BE CUT WITHOUT DISTURBANCE; RECYCLE UNCONTAMINATED PORTIONS.

15.THE ATTIC SPACE SHALL BE PROTECTED TO THE EXTENT NECESSARY TO PREVENT ACMS FROM ENTERING THE BUILDING. THE ATTIC SPACE SHALL BE INSPECTED AND ANY DEBRIS SHALL BE REMEDIATED BY THE ABATEMENT CONTRACTOR. PLEASE NOTE THAT BAT GUANO AND RODENT DROPPINGS ARE PRESENT IN THE ATTIC SPACE - USE CAUTION.

APPROXIMATE LOCATION OF ASBESTOS CONTAINING

SEALANT/TAR TO BE ABATED

APPROXIMATE LOCATION OF ASBESTOS

CEMENT (A/C) SHINGLE, WITH ASBESTOS

FELT PAPER TO BE ABATED

A01 15 EXISTING STEP FLASHING TO BE REMOVED

5. BID PACKAGE #2 WILL BE RESPONSIBLE FOR THE PENETRATIONS REQUIRED FOR THE NEW RIDGE VENT.

1 2 3 4 5 6 7 8 109

A

Aa

B

C

D

Dd

9' - 0" 22' - 5" 35' - 2" 13' - 5 1/2" 29' - 5" 13' - 5 1/2" 35' - 2" 22' - 5" 9' - 0"

189' - 6"

2'

/2

3'

2"

0"

1/

2" 3'

1/ 2"

6"

1' -0

6"

1'

-0

6" / 1'-0"

6" / 1'-0"

6" / 1'-0"

6"

1' -0

6"

1'

-0

6"

1' -0

6"

1'

-0

6" / 1'-0"

6" / 1'-0"

6" / 1'-0"

[No Slope][No Slope] [No Slope]

02 01

02 01 02 02

02 01

02 02

02 03

02 07

02 07

02 05

02 04

02 06

02 01

02 02

02 01

02 02

02 03

02 07

02 07

02 05

02 04

02 06

02 03

02 03

02 01

02 02

02 01

02 02

02 06 02 06

02 05

/2

A1 A4.00

A5 A4.00

A9 A4.00

02 08

FIELD VERIFY

FIELD VERIFY

FI

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FIELD VERIFY

FIELD VERIFY

02 01

02 01

02 01

02 02

02 02

02 06

02 06

02 06

02 07

02 09

02 09

02 09

02 09 02 09 02 09

02 09

A4.01 A4

02 10

02 10

02 1002 10

02 10

02 10 02 10

02 10

02 1002 10

A4.01 A1

TYP.

TYP.

TYP.

A4.01 E1

02 02

02 02

02 01

02 02

02 01

02 02

F5 A4.00 A4.00F9

FIELD VERIFY

FIELD VERIFY

02 11

TYP. AT ALL

ROOF

PENETRATIONS

02 11

02 11

02 11

02 11

02 11

02 1102 11

A4.01E6

E10 A4.01

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000 MA Architecture No.:

Date:

www.kpff.com Ph. 515 279 3900 Des Moines, Iowa 50309 604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

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ROOF PLAN - NEW

052.22

06.21.2023

1/8" = 1'-0"1 ROOF PLAN - NEW

NEW CONSTRUCTION GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS NOTED. DO NOT SCALE THE DRAWINGS. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO MA ARCHITECTURE WITHOUT DELAY.

2. CONTRACTOR TO VERIFIY ALL EXISTING SLOPES PRIOR TO INSTALLATION OF NEW ROOFING.

3. THE EXISTING ROOF CONSISTS PRIMARILY OF 3-1/4” X 9” WOOD RAFTERS SPACED AT APPROXIMATELY 32” O.C. WITH 1X4 NOMINAL BOARDS SPANNING BETWEEN THEM. THE EXISTING ROOF STRUCTURE SHALL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION FOR ANY EVIDENCE OF ROT OR DETERIORATION. IF ROT OR DETERIORATION IS DISCOVERED THE SECTION OF RAFTER SHALL BE REINFORCED OR REPAIRED IN KIND.

4. INSTALL NEW SNOW RETENTION SYSTEM WITH PAD-STYLE SNOW GUARDS, APPROXIMATELY 12 INSTALLED PER ROOFING SQUARE. LAYOUT TO BE DETERMINED BY MANUFACTURER.

NUMBER KEYNOTE - NEW CONSTRUCTION

02 01 INSTALL NEW ROOF SHINGLES, 1/2" PLYWOOD SHEATHING (AS REQ'D BY MANUF.) AND UNDERLAYMENT 02 02 INSPECT ALL SHEATHING WHEN EXPOSED. REPAIR DAMAGED OR ROTTED WITH NEW TO MATCH EXISTING. REFER TO

A1/A4.00- TYPICAL AT ALL GUTTER LOCATIONS (REFER TO KEYNOTE 02 09)

02 03 EXISTING EPDM ROOF TO REMAIN - NO WORK

02 04 RE-INSTALL SALVAGED COPPER VENTILATION HOOD- SEE DETAIL D12 ON SHEET A4.00

02 05 NEW RIDGE VENT

02 06 NEW FLASHING AT EXISTING MASONRY WALLS

02 07 NEW OPEN VALLEY FLASHING

02 08 NEW SHINGLED CRICKET

02 09 NEW GUTTER LOCATION

02 10 NEW DOWNSPOUT LOCATION- SEE EXTERIOR ELEVATIONS

02 11 INSTALL NEW SNOW RETENTION SYSTEM

Level 1 0' - 0"

Level 2 9' - 0"

Level 3 13' - 0"

ROOF 2

34' - 0"

ROOF 1

31' - 6"

ROOF 3

43' - 0"

NE

W

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PO

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W

NE

W

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PO

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W

NE

W

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23456789

A1 A4.00

A9 A4.00

A4.00 E1

9'

0" 4'

0"

2'

6" 9'

0"

GENERAL NOTE: ALL DOWNSPOUTS (DS) TO BE 6" IN DIAMETER AND TO BE

CORRUGATED ROUND IN SHAPE. SEE SPECIFICATION FOR INSTALLATION

REQUIREMENTS. DS PATHWAYS SHOWN AS DIAGRAM- CONTRACTOR TO VERIFY

FIELD CONDITIONS AND PROVIDE BEST/MOST SIMPLE PATHWAY.

EXISTING SPLASH

GUARD TO REMAIN.

EXISTING SPLASH

GUARD TO REMAIN.

EXISTING SPLASH

GUARD TO REMAIN.

TIE NEW DS INTO

EXISTING DRAIN

TILE TO REMAIN-

THIS LOCATION.

TIE NEW DS INTO EXISTING

ABOVE GRAD DRAIN TILE TO

REMAIN- THIS LOCATION.

Level 1 0' - 0"

Level 2 9' - 0"

Level 3 13' - 0"

ROOF 2

34' - 0"

ROOF 1

31' - 6"

ROOF 3

43' - 0"

NE

W

D

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NS

PO

UT

-2

E

NE

W

D

OW

NS

PO

UT

-3

E

NE

W

D

OW

NS

PO

UT

-4

E

NE

W

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PO

UT

-7

E

NE

W

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PO

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-8

E

NE

W

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PO

UT

-9

E

2 3 4 5 6 7 8 9

A1 A4.00

A9 A4.00

9'

0" 2'

6"

4'

0" 9'

0"

GENERAL NOTE: ALL DOWNSPOUTS (DS) TO BE 6" IN DIAMETER AND TO BE

CORRUGATED ROUND IN SHAPE. SEE SPECIFICATION FOR INSTALLATION

REQUIREMENTS. DS PATHWAYS SHOWN AS DIAGRAM- CONTRACTOR TO VERIFY

FIELD CONDITIONS AND PROVIDE BEST/MOST SIMPLE PATHWAY.

TIE NEW DS INTO

EXISTING DRAIN TILE

TO REMAIN- THESE

LOCATIONS.

EXISTING SPLASH

GUARD TO REMAIN.

EXISTING SPLASH

GUARD TO REMAIN.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000 MA Architecture No.:

Date:

www.kpff.com Ph. 515 279 3900 Des Moines, Iowa 50309 604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

Activity ID:

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A2.00

EXTERIOR ELEVATIONS

052.22

06.21.2023

1/8" = 1'-0"1 WEST ELEVATION - DIAGRAM

1/8" = 1'-0"2 EAST ELEVATION - DIAGRAM

SYNTHETIC SLATE SHINGLE

EXISTING MASONRY WALL TO REMAIN. PROTECT

DURING CONSTRUCTION. REPORT ANY DAMAGE

IMMEDIATELY TO OWNER.

EXISTING PAINTED SOFFIT AND MOLDINGS.

ICE AND WATER SHIELD

UNDERLAYMENT

UNDERLAYMENT

EAVE METAL FASCIA

NEW GUTTER

AT LOCATION WHERE SNOW

APRON WAS DEMOLISHED

PROVIDE NEW BLOCKING AND

SHEATHING-THICKNESS TO

MATCH EXISTING SHEATHING

EXISTING WD FASCIA- PAINT AFTER

DEMOLITION PRIOR TO NEW INSTALLATION

COLOR TO MATCH EXISTING

2'-0 " F

IE

LD V

ERIFY

0' - 6"

ROOF HUNG GUTTER:

CONFIRM GUTTER SIZING

BASED ON 100 YEAR IOWA

RAINFALL. SLOPE GUTTERS

AS REQUIRED FOR

DRAINAGE.

NEW 1/2" SHEATHING AS

REQUIRED BY SHINGLE MANUF.

ADD BLOCKING BOTH

DIRECTIONS AS NEEDED TO

SUPPORT NEW SHEATHING

ADD BLOCKING AS NEEDED TO SUPPORT

NEW SHEATHING

SNOW GUARD - SNOW

RETENTION SYSTEM

6" M

IN

EXISTING BRICK

MASONRY WALL -

PROTECT.

TERM BAR FASTENED APPROX. 12" O.C.

ICE AND WATER

SHIELD

UNDERLAYMENT

SHEET METAL FLASHING

SYNTHETIC SLATE

SHINGLE

SYNTHETIC SLATE SHINGLE

NEW 1X6 WD TRIM TO

MATCH EXISTING SIZE

AND PROFILE- PRIME

AND PAINT.

COLOR TO MATCH

EXISTING

SEALANT

ICE AND WATER SHIELD

UNDERLAYMENT

SHEET METAL PARAPET CAP-

MATCH EXISTING CAP PROFILE

1/2" PLYWOOD SHEATHING

EXISTING PLANK SHEATHING

SHEET METAL FLASHING

COUNTER FLASHING

INSTALL COMPATIBLE SEALANT

BEHIND MEMBRANE

M

IN

RIDGE TILE

RIDGE VENT

STAINLESS STEEL FASTENERS

1/2" PLYWOOD SHEATHING OVER EXISTING

PLANK SHEATHING - PROVIDE 1" GAP ON BOTH

SIDES OF RIDGE BEAM- CUT BACK SHEATHING IF

GAP DOES NOT CURRENTLY EXIST.

SYNTHETIC SLATE SHINGLE

EXISTING STRUCTURE

ROOF 2

34' - 0"

ROOF 1

31' - 6"

ROOF 3

43' - 0"

6" DIAMETER

DOWNSPOUT.

NOTE: IMAGE OF EXISTING DOWNSPOUT

PATHWAY. NEW DOWNSPOUT TO SERVE

SAME ROOFS. SIMPLIFY NEW DS

PATHWAY AS MUCH AS POSSIBLE TO

ELIMINATE BENDS, PROVIDE POSITIVE

DRAINAGE AND MEET SMACNA

STANDARDS.

NEW GUTTER LOCATION.

EXISTING BRICK

MASONRY WALL -

PROTECT.

SYNTHETIC SLATE SHINGLE

NEW 1X6 WD TRIM TO

MATCH EXISTING SIZE

AND PROFILE- PRIME

AND PAINT.

ICE AND WATER SHIELD

UNDERLAYMENT

SHEET METAL PARAPET CAP-

MATCH EXISTING CAP PROFILE

TERM BAR FASTENED APPROX. 12" O.C.

ICE AND WATER SHIELD UNDERLAYMENT

SHEET METAL FLASHING

SYNTHETIC SLATE

SHINGLE

SEALANT

1/2" PLYWOOD SHEATHING

EXISTING PLANK SHEATHING

SHEET METAL FLASHING COUNTERFLASHING

INSTALL COMPATIBLE SEALANT

BEHIND MEMBRANE

M

IN

EXISTING WINDOW

EXISTING STONE SILL

F5

A4.00

EXISTING WINDOW

SURFACE MOUNT SHEET METAL

COUNTERFLASHING

SYNTHETIC SLATE SHINGLES

UNDERLAYMENT

1/2" PLYWOOD SHEATHING

EXISTING PLANK SHEATHING

EXISTING STONE SILL

SNOW GUARD - SNOW

RETENTION SYSTEM

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000

MA Architecture No.:

Date:

www.kpff.com

Ph. 515 279 3900

Des Moines, Iowa 50309

604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

Activity ID:

7/

/2

1:

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A4.00

DETAILS

052.22

06.21.2023

1 1/2" = 1'-0" A1

EAVE/GUTTER DETAIL - TYPICAL

1 1/2" = 1'-0"

A5

BRICK PARAPET/GABLE EDGE DETAIL -

TYPICAL

1 1/2" = 1'-0" A9

RIDGE DETAIL - TYPICAL

1/2" = 1'-0" E1

ENLARGED ELEVATION DIAGRAM -

GUTTER

1 1/2" = 1'-0" F5

SECTION DETAIL - @ ARCHED WINDOW

3/4" = 1'-0"

F9

ENLARGED ELEVATION - ARCHED

WINDOW

C

Dd

SHEET METAL VALLEY FLASHING

INVERTED V-GROOVE

VALLEY

1' - 2"

ICE AND WATER SHIELD OVERLAP

WITH VALLEY METAL AND EXTEND

6" BEYOND WIDTH

SYNTHETIC SLATE SHINGLE OVER

ICE AND WATER SHIELD

UNDERLAYMENT

EXISTING STONE PARAPET CAP

SLOPE

SLOPE

NEW METAL GUTTER

EXISTING STONE PARAPER CAP

4" MIN

EXTEND SHINGLES OVER

THE VALLEY METAL

0' - 6"

WRAP VERTICAL SHEET METAL

FLASHING AT CORNER

EXISTING ROOF

PENETRATION TO REMAIN.

2" M

IN

EXISTING SHEATHING.

NEW 1/2" PLYWOOD

SHEATING

NEW UNDERLAYMENT

ICE AND WATER SHIELD

ADDITIONAL UNDERLAYMENT PER

MANUF RECOMMENDATIONS

SHEET METAL BOOT FLASHING-

TYPICAL ALL ROOF PENETRATIONS

SYNTHETIC

SLATE SHINGLES

C1 A4.01

ICE AND WATER SHIELD TO

EXTEND 8" ON TOP AND

SIDES OF PENETRATION.

SHEET METAL BOOT

FLAHSING- TYPICAL ALL

ROOF PENETRATIONS

8"

3"

ICE AND WATER SHIELD TO

EXTEND 8" ON TOP AND

SIDES OF PENETRATION.

D

GUTTER

FI

EL

D

VE

RI

FY

3/

4"

OPEN VALLEY METAL

FLASHING WITH INVERTED

"V" GROOVE

SYNTHETIC SLATE

SHINGLES FIRST COURSE-

FOLLOWING MANUF.

INSTALLATION REQ. FOR

OVERHANG

0'

- 6

0'

- 6

ICE AND WATER SHIELD-

OVERLAP WITH VALLEY METAL

AND EXTEND 6" BEYOND WIDTH

3/4"

REMOVE AND SALVAGE HOODS. REPAIR HOODS AS REQUIRED AND

RE-INSTALL IN SAME LOCATION WITH NEW ROOF INSTALLATION.

COORDINATE NEW WORK WITH ABATEMENT SCOPE OF WORK.

ICE AND WATER SHIELD UNDERLAYMENT

SHEET METAL FLASHING

SYNTHETIC SLATE

SHINGLE

SEALANT

1/2" PLYWOOD SHEATHING

EXISTING PLANK SHEATHING

EXISTING LOUVER

EXISTING STONE SILL

EXISTING STONE SILL AND LOUVER

IN THESE LOCATIONS PROVIDE CUT-IN

FLASHING- FOLLOW BOTTOM OF STONE

SILL AND EDGE OF ROOFLINE. PROVIDE

SEALANT AT CUT-IN.

SHEET METAL FLASHING AND

COUNTERFLASHING

SNOW GUARD - SNOW RETENTION

SYSTEM.

ADD BLOCKING AS NEEDED TO SUPPORT

NEW SHEATHING.

SYNTHETIC SLATE SHINGLE

EXISTING MASONRY WALL TO REMAIN. PROTECT

DURING CONSTRUCTION. REPORT ANY DAMAGE

IMMEDIATELY TO OWNER.

EXISTING PAINTED SOFFIT AND MOLDINGS.

ICE AND WATER SHIELD UNDERLAYMENT

EAVE METAL FASCIA

AT LOCATION WHERE SNOW APRON WAS

DEMOLISHED PROVIDE NEW BLOCKING AND

SHEATHING-THICKNESS TO MATCH EXISTING

SHEATHING

EXISTING WD FASCIA- PAINT AFTER

DEMOLITION PRIOR TO NEW INSTALLATION

COLOR TO MATCH EXISTING

NEW GUTTER- CONFIRM SIZING BASED

ON 100 YEAR IOWA RAINFALL. SLOPE

GUTTERS AS REQUIRED FOR DRAINAGE.

NEW 1/2" SHEATHING AS

REQUIRED BY SHINGLE MANUF.

E10 A4.01

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000 MA Architecture No.:

Date:

www.kpff.com Ph. 515 279 3900 Des Moines, Iowa 50309 604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

Activity ID:

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A4.01

DETAILS

052.22

06.21.2023

1" = 1'-0"E1

ENLARGED PLAN - ROOF VALLEY AT

PARAPET

3/4" = 1'-0"C1 PENETRATION SECTION - TYPICAL

3/4" = 1'-0"A1

ENLARGED PLAN - PENETRATION -

TYPICAL

3/4" = 1'-0"A4 ENLARGED PLAN - GUTTER

1 1/2" = 1'-0"A7 DETAIL - COPPER VENTILATION HOOD

1 1/2" = 1'-0"E10 SECTION DETAIL - @ LOUVER

1 1/2" = 1'-0"E6

ENLARGED ELEVATION - LEVEL 3

LOUVER

1 2 3 4 5 6 7 8 9 10 11 12 13 14

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1201 Keosauqua Way, Ste.101 Des Moines, Iowa 50309 Ph. 515 473 4834

Revisions

925000 MA Architecture No.:

Date:

www.kpff.com Ph. 515 279 3900 Des Moines, Iowa 50309 604 Locust Street, Ste. 202

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS

Activity ID:

6/2 1/2

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PHOTOS OF EXISTING

052.22

06.21.2023

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 PHOTO 6 PHOTO 7

PHOTO 8 PHOTO 9 PHOTO 10 PHOTO 11 PHOTO 12 PHOTO 13 PHOTO 14

PHOTO 15 PHOTO 16 PHOTO 17

PHOTO 24

PHOTO 18 PHOTO 19

PHOTO 25

PHOTO 20 PHOTO 21

PHOTO 22 PHOTO 23

EXISTING PHOTO NOTES:

THE IMAGES DEPICTED ARE NOT EXHAUSTIVE REPRESENTATIONS OF ALL EXISTING CONDITIONS.

THE CONTRACTOR MUST EXERCISE DUE DILIGENCE IN DOCUMENTING THE EXISTING CONDITIONS

TO PREVENT ADDITIONAL COSTS OR PROJECT DELAYS.