061.23 JESTER PARK NC ADDN_DWGS - BID_r.pdf

POLK COUNTY CONSERVATION

JESTER PARK NATURE CENTER ADDITION

061.23

BID DOCUMENTS

20 SEPTEMBER 2023

12130 NW 128th St, Granger, IA 50109

SHEET LIST

01 - GENERAL

G0.01 ABBREVIATIONS, SYMBOLS, STANDARDS, PROJECT

LOCATION

G1.01 CODE ANALYSIS

04 - STRUCTURAL

S00.01 STRUCTURAL NOTES

S01.01 FOUNDATION & FRAMING PLANS

S05.01 STRUCTURAL DETAILS

S05.02 STRUCTURAL DETAILS

05 - ARCHITECTURAL

AD1.02 DEMO - PLAN, RCP, & EXTERIOR ELEVATIONS

A1.02 LEVEL 2 - PLAN, RCP & EXTERIOR ELEVATIONS

A1.03 ROOF PLAN AND DEMO PLAN

A2.01 BUILDING SECTIONS

A4.01 INTERIOR ELEVATIONS

A5.01 WALL SECTIONS

A5.02 DETAILS

A7.01 WINDOW & DOOR SCHEDULES & LEGENDS, WALL TYPES,

FINISH PLAN

09 - MECHANICAL

M0.00 MECHANICAL GENERAL NOTES & SYMBOLS

MD1.01 MECHANICAL DEMOLITION

M1.01 MECHANICAL HVAC PLAN

M3.01 MECHANICAL DETAILS

M4.01 MECHANICAL CONTROLS

M5.01 MECHANICAL SCHEDULES

10 - PLUMBING

PD1.01 PLUMBING DEMOLITION

P1.01 PLUMBING PLAN

P3.01 PLUMBING DETAILS AND SCHEDULES

11 - FIRE PROTECTION

F1.01 FIRE PROTECTION PLAN

12 - ELECTRICAL

E0.00 ELECTRICAL GENERAL NOTES & SYMBOLS

ED1.01 ELECTRICAL DEMOLITION PLAN

E1.01 ELECTRICAL PLANS

E3.01 ELECTRICAL SCHEDULES

E3.02 ELECTRICAL SCHEDULES

AWOI

PR

OFESSIONAL

A R

C H

I T

E C

T

L

IC

E N

S E

D

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

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa

(signature)

License Number :

Pages or sheets covered by this seal:

(date)

My license renewal date is December 31, E N

G N

E E

R I

AOFESSION

S E

D

PR

AI O W

L

IC

E N

L

ANDREW J. VERSLUYS, P.E.

ANDREW J.

VERSLUYS

2085720857

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa

(signature)

License Number :

Pages or sheets covered by this seal:

(date)

My license renewal date is December 31, E N

G N

E E

R I

AOFESSION

S E

D

PR

AI O W

L

IC

E N

L

ROBERT R. DUSENBERRY, P.E.

ROBERT R.

DUSENBERRY

2085720857

GENERAL, ARCHITECTURAL

ELECTRICAL

MECHANICAL, PLUMBING, FIRE PROTECTION

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF IOWA

BRAD A. STORK (DATE)

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023

PAGES OR SHEETS COVERED BY THIS SEAL

BRAD A.

STORK

17332

PROFESSIONAL

D E

S N

E C I

L

E N

G I

NE

E

R

I OWA STRUCTURAL

12" MAX

42"

40"

M

IN

8"

TT

24" 12"

17"

T O

G B

TOILET / GRAB BARS / ACCESSORIES

CONCEALED BLOCKING TO EXTEND 6"

MIN BEYOND EACH END AND 6" ABV

AND BLW ALL ACCESSORY ITEMS

FLUSH CONTROL

TO BE LOCATED

ON OPEN SIDE OF

WATER CLOSET

PLAN

ELEVATION

CLEAR

AREA

48" MIN

M

IN

M A

X

ACCESSIBLE URINAL

SEE INTERIOR ELEVATIONS

FOR LOCATIONS

TYPICAL URINAL

LAVATORY

CLEAR

AREA

48" MIN

M

IN

M A

X

M

IN

9" M

IN

11" MIN

8" MINACC UR UR

M A

X

HD

HAND DRYER

" 60

6" UNO

S DC

M

E DV

T

SNSR

LINE OF

DOOR

FRAME

SWITCH /

CONTROL

DIMMER

CONTROL

MOTION

SENSOR

ELECTRICAL

OUTLET

DATA / VOICE

OUTLET

THERMOSTAT CO2 SENSOR

FEC

KB

HB

FIRE

EXTINGUISHER

CABINET

KNOX BOX HOSE BIB

NOTE: DEVICE CENTERLINES TO ALIGN, TYP

RB HK

ROBE HOOK

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

AAA

View Name

1/8" = 1'-0"

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

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

B

A

C

D

E

F

G

H

J

K

C op yr ig ht

M

A A rc hi te ct ur e

In c.

Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

9/

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G0.01

ABBREVIATIONS, SYMBOLS, STANDARDS,

PROJECT LOCATION

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

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 1/4" = 1'-0"

STANDARD MOUNTING HEIGHTS

12" = 1'-0"

TYPICAL SYMBOLS

1/8" = 1'-0"

MATERIAL KEY

PROJECT LOCATION

ABBREVIATIONS

—— F ——

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

ABBREVIATIONS

—— M ——

M MOTION SENSOR

MAINT MAINTENANCE

MATL MATERIAL

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

ABBREVIATIONS

—— S ——

S SWITCH

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

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

MARK DESCRIPTION DATE

PHOTO OF EXISTING BUILDIGN

MAINTAIN EGREE DOOR AND PATH

PROTECT LANDSCAPING -

CORDINATE WITH OWNER

FW Xhr FW XhrFW Xhr FW Xhr

FB Xhr FB XhrFB Xhr FB Xhr

FP Xhr FP XhrFP Xhr FP Xhr

SP SPSP SP

3'

0"2' - 6"

WELLNESS

CHANGING

R.R.

R.R.

MECH

GREAT HALL

CORRIDOR

VESTIBULE

109 / 21.8" 72.0"

6 / 1.2" 68.0"

109 / 21.8" 72.0"

OFFICE FURNITURE TO BE

PROVIDED BY OWNER

355 SF

2142 GIFT SHOP

MERCANTILE

NO

60 SF

NO

76'-0" TRAVEL

DISTANCE

PROJECT SCOPE

GREAT HALL

RECEPTION

VESTIBULE

CORRIDOR

R.R.

R.R.

MECH

CONFERENCE

OPEN OFFICE

OFFICE

OFFICE

OFFICE

COPY ROOM

VEST

BREAK

CORRIDOR

MECH

MECH

ELECT/IT

OPEN OFFICE

OFFICE

TOILET

CUST

TOILET

CORR

STAIR

PASSAGE

HORIZONTAL SEPARATION BETWEEN LEVEL 1 AND LEVEL 2

BA-3

FIRE BARRIER - 1 HR 1BC 707

FIRE BARRIER - 1 HR 1BC 707

146 / 29.2"

36.0" OCCUPANTS / REQUIRED WIDTH

PROVIDED WIDTH

ACCUMULATED EXIT WIDTH AT REQUIRED EXIT:

OCCUPANT LOAD FACTOR

AREA

ROOM NUMBER

EXITS REQUIRED

PANIC HARDWARE

OCCUPANT LOAD

OCCUPANCY

CLASSIFICATION

ROOM NAME

EXITS PROVIDED

ACCESSORY OR

INCIDENTAL USE

ROOM TAG:

FDC

EXIT - EXTERIOR

EXIT - INTERIOR

EXIT SIGN & DIRECTIONAL ARROW

FIRE DEPARTMENT CONNECTION

RECESSED FIRE EXTINGUISHER CABINET

FIRE ALARM PULL STATION

FIRE ALARM HORN/STROBE

SYMBOL:DESCRIPTION:

DR # 101

36.0" 32"

DOOR TAG:

PANIC HARDWARE

DOOR NUMBER

ACTUAL WIDTH

REQUIRED WIDTH

OCCUPANT LOAD SERVED

F

F

150 SF

101 OFFICE

B - BUSINESS

ACCESSORY

100 SF

No

RFEC

FIRE WALL IBC 706

A FIRE-RESISTANCE-RATED WALL HAVING PROTECTED OPENINGS, WHICH RESTRICTS THE

SPREAD OF FIRE AND EXTENDS CONTINUOUSLY FROM THE FOUNDATION TO OR

THROUGH THE ROOF, WITH SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS

TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE

WALL.

FIRE BARRIER IBC 707

A FIRE-RESISTANCE-RATED WALL ASSEMBLY OF MATERIALS DESIGNED TO RESTRICT THE

SPREAD OF FIRE IN WHICH CONTINUITY IS MAINTAINED.

FIRE PARTITION IBC 708

A VERTICAL ASSEMBLY OF MATERIALS DESIGNED TO RESTRICT THE SPREAD OF FIRE IN

WHICH OPENINGS ARE PROTECTED.

SMOKE PARTITION, IBC 710

A NON-FIRE-RESISTANCE-RATED PARTITION DESIGNED TO LIMIT THE MOVEMENT OF

SMOKE, WHICH EXTENDS FROM THE TOP OF THE FOUNDATION OR FLOOR BELOW TO

THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE, OR TO THE

UNDERSIDE OF THE CEILING ABOVE WHERE THE CEILING MEMBRANE IS CONSTRUCTED TO

LIMIT THE TRANSFER OF SMOKE.

SYMBOL:

DESCRIPTION:

SYMBOL:

DESCRIPTION:

SYMBOL:

DESCRIPTION:

SYMBOL:

DESCRIPTION:

PATH OF TRAVEL LINE

EGRESS TRAVEL PATH

SYMBOL:

DESCRIPTION:

STAIR 2

48.0"

83 16.6"

1 HR

RATING 1C

1 HR

STAIR NUMBER

OCCUPANT LOAD SERVED

ACTUAL WIDTH IF OPEN STAIR, LIST EXCEPTION USED

FIRE-RESISTANCE RATING

REQUIRED WIDTH

STAIR TAG

ASSEMBLY TYPE

EXIT WIDTH

FIRE-RESISTANCE RATING

X

CODE PLAN LEGEND

RATED WALL TAG

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

B

A

C

D

E

F

G

H

J

K

Co py rig ht

M

A Ar ch ite ctu re

In c.

Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309 604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265 300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com Ph. 515 244 5043 Des Moines, Iowa 220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

9/2 0/2

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G1.01

CODE ANALYSIS

061.23

20 SEPTEMBER 2023

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GENERAL INFORMATION

LOCATION OF PROJECT: JESTER PARK NATURE CENTER ADDITION

12130 NW 128TH,

GRANGER, IA 50109

ARCHITECT: MA ARCHITECTURE

1201 KEOSAUQUA WAY, SUITE 101

DES MOINES, IA 50309

PROJECT DESCRIPTION:

THE EXISTING JESTER PARK NATURE CENTER IS A 2 STORY, 17,792 SF BUILDING OF

TYPE V-B CONSTRUCTION. IT WAS BUILT IN 2018 AND CONTAINS TYPE B AND TYPE A-3

OCCUPANCY.

THIS PROJECT ENCLOSES A 575 SF ROOF TERRACE ON THE NORTHWEST CORNER OF

THE BUILDING TO GAIN USABLE INTERIOR SPACE. THE ADDITION WILL CONTAIN A

PRIVATE OFFICE, GIFT SHOP, ADULT CHANGING ROOM AND A HEALTH ROOM.

APPLICABLE CODES - POLK COUNTY, IOWA

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL EXISTING BUILDING CODE

2015 INTERNATIONAL FIRE CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 UNIFORM PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2012 NFPA 101 LIFE SAFETY CODE

2010 AMERICANS WITH DISABILITIES ACT

STATE PLUMBING CODE

STATE ELECTRICAL CODE

2015 INTERNATIONAL BUILDING CODE:

OCCUPANCY TYPE (CHAPTER 3)

GROUP B - BUSINESS (OFFICES, PROFESSIONAL SERVICES)

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)

FLOOR AREA

ALLOWED A-3: 6,000 SF W/ INCREASE 28,500 SF

ALLOWED B: 9,000 SF

ACTUAL:

LEVEL 1 9,157 SF

LEVEL 2 8,635 SF

LEVEL 2 ADDITION 575 SF

TOTAL 18,367 SF

506.1 The building areas limited in Table 503 shall be permitted to be increased due to frontage (If) and automatic sprinkler system protection (Is) in accordance with the following.

Aa = {At + [At x If] + [At x Is]} Aa = Allowable building area per story (square feet).

At = Tabular building area per story in accordance with Table 503 (square feet) If = Area increase factor due to frontage as calculated in accordance with Section 506.2.

Is = Area increase factor due to sprinkler protection as calculated in accordance with Section ` 506.3.

506.2 Frontage Increase.

If = [ F/P – 0.25] W/30 If = Area Increase due to frontage.

F = Building perimeter that fronts on a public way or open space having 20 feet open minimum width (feet).

P = Perimeter of entire building (feet).

W = Width of public way or open space in accordance with Section 506.2.1

506.2.1 Width Limits.

All sides of the building open onto a public way or open space which is greater than 20 feet therefore F/P below will equal 1.

The building is greater than 30’ from the property line on all sides, therefore ‘W’ will equal 30.

If = [ F/P – 0.25] W/30 If = [1-0.25] 30/30 If = .75

506.3 Sprinkler Increase Is = 3.

3. Allowable Increases Per Story:

a. Aa= {At + [At x If] + [At x Is]}

b. Aa= {6,000 + [6,000 x .75] + [6,000 x 3]}

c. Aa = 6,000 + 4,500 +18,000

d. Aa = 28,500 sf

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLAN

OCCUPANCY CLASSIFICATION: A-3

TYPE OF CONSTRUCTION: V-B

ALLOWABLE HEIGHT: 60' (SPRINKLERED)

ACTUAL HEIGHT: 33'-7"

TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY CLASSIFICATION: A-3

TYPE OF CONSTRUCTION: V-B

ALLOWABLE # OF STORIES: 2 STORIES (SPRINKLERED)

ACTUAL # OF STORIES: 2

TYPES OF CONSTRUCTION (CHAPTER 6)

TYPE OF CONSTRUCTION (SECTION 602.2): TYPE V-B

FIRE RESISTANCE RATINGS - BUILDING ELEMENTS (TABLE 601):

PRIMARY STRUCTURAL FRAME: 0 HR

BEARING WALLS - EXTERIOR: 0 HR

BEARING WALLS - INTERIOR: 0 HR

NONBEARING WALLS AND PARTITIONS - EXTERIOR: 0 HR

NONBEARING WALLS AND PARTITIONS - INTERIOR: 0 HR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HR

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HR

FIRE RESISTANCE RATINGS - EXTERIOR WALLS (TABLE 602):

X < 5 1 HR

5 < 10 1 HR

10 < 30 0 HR

X > 30 0 HR

MEANS OF EGRESS (CHAPTER 10)

1004.1 Design occupant load. In determining means of egress requirements, the number of occupants for whom means of egress facilities are provided shall be determined in accordance with this section.

TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

ADDITION:

MERCANTILE (60G) 355 SF 6 OCC

TOTAL 6 OCC

MEANS OF EGRESS SIZING (1005.3)

OTHER: OCCUPANT LOAD X .2 INCHES/OCCUPANT

6 OCCUPANTS x 0.2 = 1.2 INCHES

1005.5 THE LOSS OF ANY ONE EXIT, SHALL NOT REDUCE THE AVAILABLE CAPACITY OR

WIDTH TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY OR WIDTH.

1006.1 ONE EXIT REQUIRED. ONE EXIT PROVIDED.

1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS. DISTANCE APART = > ONE-THIRD OF

THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION.

1008.2 ILLUMINATION REQUIRED.

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. 1 PROVIDED.

1010.1 DOORS. REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT

FOR THE OCCUPANT LOAD AND SHALL PROVIDE A MINIMUM CLEAR OPENING OF 32

INCHES.

1010.1.2 DOOR SWING. EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED

SWINGING TYPE AND SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE

SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE.

SECTION 1013: EXIT SIGNS

1013.1 WHERE REQUIRED. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN

APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.

EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT

OR EXIT ACCESS.

3/16" = 1'-0"A8

CODE ANALYSIS - LEVEL 2 ADDITION

1/16" = 1'-0"A1

BUILDING KEY - LEVEL 2

MARK DESCRIPTION DATE

DESIGN CRITERIA

D1) Codes:

International Building Code, 2015 American Concrete Institute 318-14 American Institute of Steel Construction Specification for Structural Steel Buildings 360-10 American Society of Civil Engineers / Structural Engineering Institute ASCE/SEI 7-10 American Wood Council National Design Specification 2015

D2) Lateral loads:

Wind: Basic wind speed: 115 mph

Wind exposure: B Interior pressure coefficient: GCpi=0.18 Wall component wind pressure: ASCE 7-10

Seismic Design:

Importance factor: Ie=1.00 Mapped spectral response acceleration

Ss= 0.063 Si= 0.045

Site class D Spectral response coefficients Sds= 0.067

Sdi= 0.072 Design category B Design basic shear 25 kips Analysis procedure used Equivalent Lateral Force

D3) Live loads:

Ground snow load: 25 psf Flat-roof snow load (minimum): Pf=24 psf Snow exposure factor: Ce=1.00 Thermal factor: Ct=0.9 Snow importance Factor: Is=1.00 Snow drift load: ASCE-7-10 Roof load (minimum) 20 psf Corridor & public space: 100 psf Assembly areas 100 psf Office: 50 psf Partitions: 15 psf

D4) Net allowable soil bearing pressures: (A soils report is on file with the architect for additional information.)

Column footings: 3000 psf Wall footings: 2500 psf

D5) Concrete strengths - Minimum 28 day f 'c (145 pcf density unless noted otherwise)

Typical-unless noted otherwise: 4000 psi

D6) Reinforcing steel shall be high strength new billet steel conforming to the following:

Deformed bars: ASTM A615, Gr. 60 (unless otherwise noted)

Weldable reinforcing: ASTM A706, Gr. 60 Plain bars: ASTM A82 Pre-stressing strand: ASTM A416 (270 ksi) Welded wire reinforcing: ASTM A185 Epoxy coating: ASTM A775 Masonry joint reinforcing: ASTM A951 D7) Structural steel:

W- shapes: A992 Other rolled shapes and connection material: ASTM A36 Stiffener plates: ASTM A36 Pipe: ASTM A53, Gr. B Anchor bolts: ASTM F1554 High Strength bolts: A325/A490

(3/4" diameter U.N.O.)

Structural tubes: ASTM A500, Gr. C

D8) Wood framing:

a) Structural sawn lumber:

2x4 thru 2x12: Spruce Pine Fir (SPF) No.1/No.2 2x joists: Spruce Pine Fir (SPF) No.1/No.2 4x6 thru 4x16: Douglas Fir-Larch No. 2 2x4 thru 2x6 studs: Spruce Pine Fir (SPF) No.1/No.2 4x4 thru 8x8 columns: Douglas Fir-Larch No. 1

b) Plywood (see drawings for thickness and additional information):

Roof Sheathing:

Structural Insulated Roof Panels

Sub-flooring:

APA Rated Sheathing 32/16,Exposure 1 or APA Rated Oriented Strand Board, Exposure 1

Wall Sheathing:

APA Rated Sheathing 24/0, Exposure 1 or APA rated oriented strand Board, Exposure 1

c) Laminated Veneer Lumber (LVL):

Fb = 2600 psi; E = 1,900,000 psi

d) Glue-Laminated Members (GL):

Beams:

Combination Symbol (Species): 24F-V4 (DF/DF) Fb: -2400/-1850 psi E: 1700000 psi Fcp: 650 psi Fv: 265 psi

SPECIAL INSPECTION REQUIREMENTS

SR1) The following types of work require special inspection based on section 1705 of the 2015 International Building Code. See Specification section 014500 for specific requirements. The owner will employ special inspectors who shall provide special inspections during:

a) Structural Steel.

b) Wood Construction.

GENERAL NOTES

G1) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming.

G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the architect.

G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc.

The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum.

G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the architect. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager/general contractor.

G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall be reviewed by the architect for conformance with design concept only.

Review by the architect shall not begin without the prior coordination and review by the construction manager/general contractor. Work shall not begin without the review by the architect.

G6) Details and notes on the structural drawings are intended to be typical for similar situations elsewhere. Verify all dimensions with the architectural drawings. Do not scale drawings; use dimensions provided only.

G7) Options are for the contractor's convenience. The contractor shall be responsible for all changes necessary if they choose an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor.

G8) The cost of additional design work due to errors or omissions in construction shall be borne by the contractor.

G9) Any engineering design provided by others and submitted for review or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa.

G10) All elevations given thus (+10'-0") are to top of footing, joist bearing, top of steel, top of slab, etc. with reference to the finished first floor slab = (-12'-10").

CONSTRUCTION PROCEDURES

AND SAFETY REQUIREMENTS

P1) Comply with all applicable city, county, state, and federal laws, including the Occupational Safety and Health Act (OSHA) and regulations adopted pursuant thereto.

P2) The contract structural drawings and specifications represent the finished structure. Unless otherwise indicated, they do not indicate the means or methods of construction.

P3) Provide all measures necessary to protect the workers and other persons during construction. Provide all necessary measures to avoid excessive stresses and to hold the structural elements in place during construction. Such measures shall include, but not be limited to, bracing, shoring for construction equipment, shoring for earth banks forms, scaffolding, planking, safety nets, support and bracing for cranes and hoists, guying, etc.

P4) Engage properly qualified persons to determine where and how temporary precautionary measures shall be used. Observation visits to the site by structural engineer's field representatives shall not include the items noted above.

P5) Supervise and direct the work so as to maintain sole responsibility for all construction means, methods, techniques, sequences, and procedures. Retain the services of a professional structural engineer licensed in the state of Iowa to design and supervise any scaffolding for workmen, and all shoring of forms and elements of the construction.

P6) Any engineering design provided by others and submitted for review and/or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa.

STRUCTURAL STEEL

S1) Structural steel details, fabrication, and erection shall conform to AISC 360-10 "Specification for Structural Steel Buildings" and AISC 303-10 “Code of Standard Practice for Steel Buildings and Bridges” unless otherwise shown or specified.

S2) High strength bolts shall be installed in accordance with RCSC "Specifications for Structural Joints Using High-Strength Bolts" latest edition. Bolts are designed as bearing-type connections, unless noted otherwise.

S3) Use tension control bolts with all high strength bolts requiring fully tightened conditions.

S4) All welding shall be done by AWS certified welders with experience and certification in the types of welding indicated. Certificates shall not have lapsed due to disuse for 6 months.

S5) All welds to be E70XX electrodes unless noted otherwise.

S6) Field connections shall be welded or bolted. Shop connections shall be welded unless otherwise indicated or approved. Welds indicated with a shop weld symbol may be made in the field with the approval of the structural engineer.

S7) Unless noted otherwise, all welds shall be continuous 3/16" throat.

All full and/or partial penetration welds shall be fully detailed on the shop drawing.

S8) Fabricator shall select AISC simple shear connections for steel beams capable of carrying the reaction force when indicated or 75% of the total uniform load for the given size, span, and grade of beam, as tabulated in the AISC tables for allowable loads.

S9) Simple shear connections shall be standard double angle or single shear plates, unless noted otherwise. Select connections from the AISC, Simple Shear Connections Design Aid, latest edition whenever possible.

All bolted connections shall have minimum 2 bolts, unless noted otherwise.

S10) Shop paint structural steel with a standard primer.

S11) Grout under beam bearing plates and column base plates.

S12) Cuts, holes, openings, etc., required in structural steel members for the work of other trades shall be shown on the shop drawings. Burning of holes and cuts in the field shall not be allowed, except by written authorization from the structural engineer.

S13) Furnish and install miscellaneous steel (curbs, hangers, expansion joint angles, struts, etc.) as called for or as necessary per architectural and mechanical/electrical drawings.

S14) See architectural drawings for fireproofing of structural steel. Do not prime members which are to receive spray-on fireproofing unless directed by the architect.

S15) Camber beams as indicated on the drawings. Fabricate and install beams with natural camber upwards.

S16) See specifications for minimum testing requirements for materials, connections, welding, and erection.

WOOD

W1) Comply with American Institute of Timber Construction (AITC) Standards for Stress Graded Lumber Construction, Latest Edition.

W2) Each piece of lumber shall bear the grade stamp of a grading rules agency approved by the American Lumber Standards Committee.

W3) Each piece of lumber in place in the structure shall be of the original grade specified or better when inspected by a grading agency approved by the ALSC, regardless of required grade stamp and certifications.

W4) Do not notch or drill joists, beams, or load bearing studs without the approval of the structural engineer.

W5) Provide 2 studs at jambs and under beams, unless noted otherwise.

W6) Provide horizontal blocking at 4'-0" vertically staggered in bearing walls.

W7) Provide horizontal blocking at all plywood edges of walls designated on the drawings as shear walls. Blocking to be same material as wall framing.

W8) See nailing schedule, Table 2304.9.1 of the 2012 International Building Code for nailing not specifically called out on the drawings. Use common nails.

W9) Make framed connections with approved framing anchors on each side or approved joist hangers by Simpson, or UPS.

W10) Nail plywood with 8d common nails at 6" at all edges and at 12" at intermediate supports.

W11) Pre-drill all holes for nails larger than 20d. Field drill bolt holes for proper matching and bearing.

W12) Provide cut washers at bolts in wood without steel plates.

W13) Laminated beams shall be detailed and fabricated by a member of the American Institute of Timber Construction and shall conform to the AITC Specifications.

a) All laminations shall be 1 ½”in thickness.

b) All connections to be concealed type. Steel plate beam hangers shall be hot-dipped galvanized to prevent rust runoff.

c) Produce laminated beam fabrication drawings laminated beams with 1/2” gap between end of beam and face of column unless noted otherwise.

d) Field notching and boring of laminated beams shall not be allowed unless approved by the structural engineer of record.

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MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

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STRUCTURAL NOTES

061.23

20 SEPTEMBER 2023

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LAM LAMINATED

KO KNOCK OUT XX-STRO... DOUBLE EXTRA STRONG

JST JOIST X-STRONG EXTRA STRONG

JT JOINT X-BRACING CROSS BRACING

INT INTERIOR WP WORKING POINT

INSUL INSULATION WD WOOD

IF INSIDE FACE W/ WITH

ID INSIDE DIAMETER WWR WELDED WIRE REINF

IN INCH VERT VERTICAL

HORIZ HORIZONTAL VIF VERIFY IN FIELD

HPC HIGH-PERFORMANCE... UNO UNLESS NOTED...

HT HEIGHT TYP TYPICAL

HD HEADED TRANS TRANSVERSE

GYP BD GYPSUM BOARD T & G TONGUE & GROVE

GYP GYPSUM THRU THROUGH

GALV GALVANIZED TEMP TEMPERATURE

GA GAGE OR GAUGE STRUCT STRUCTURAL

FRMG FRAMING STIFF STIFFENER

FDN or... FOUNDATION STL STEEL

FTG FOOTING STD STANDARD

FT FOOT SQ SQUARE

FLR FLOOR SPECS SPECIFICATIONS

FIN FINISH SPA SPACE

FV FIELD VERIFY SIM SIMILAR

FS FAR SIDE SSLT SHORT SLOTTED HOLE

EXT EXTERIOR SLBB SHORT LEG...

EXP EXPANSION SHT SHEET

(E) or... EXISTING SHTHG SHEATHING

ERECT ERECTION SECT SECTION

EQ EQUAL SCHED SCHEDULE

EOR ENGINEER OF RECORD REV REVISION

EMBED EMBEDMENT RTN RETURN

ELEV ELEVATOR REQD REQUIRED

EL ELEVATION REINF REINFORCING

ELECT ELECTRICAL RXN REACTION

EF EACH FACE RAD or R RADIUS

EA EACH PRELIM PRELIMINARY

DWG DRAWING PREFAB PREFABRICATED

DBL DOUBLE PDF POWER DRIVEN...

DIM DIMENSION PSF POUNDS PER SQ.FT.

ø DIAMETER PSI POUNDS PER SQ. INCH

DIAG DIAGONAL # OR LB POUND

DTL DETAIL PLYWD PLYWOOD

° DEGREE PL PLATE

DEFL DEFLECTION PERP PERPENDICULAR

CW CURTAIN WALL d PENNY

CONTR CONTRACTOR PARL PARALLEL

CONT CONTINUOUS OF OUTSIDE FACE

CONST CONSTRUCTION OD OUTSIDE DIA.

CONN CONNECTION OPP OPPOSITE

CMU CONCRETE MASONRY... OPNG OPENING

CONC CONCRETE OC ON CENTER

COMP COMPOSITE # or NO NUMBER

COL COLUMN NTS NOT TO SCALE

CFMF COLD-FORMED METAL... NIC NOT IN CONTRACT

CLR CLEAR NOM NOMINAL

CL CENTERLINE NS NEAR SIDE

CNTR CENTER MISC MISCELLANEOUS

CIP CAST-IN-PLACE MIN MINIMUM

BLDG BUILDING MTL METAL

BOT BOTTOM MECH MECHANICAL

BD BOARD MAX MAXIMUM

BLKG BLOCKING MAT MATERIAL

BTWN BETWEEN MAS MASONRY

BRG BEARING MFR MANUFACTURER

BM BEAM LONGIT LONGITUDINAL

@ AT LLV LONG LEG VERT

ARCH ARCHITECTURAL LLH LONG LEG HORIZ

APPROX APPROXIMATE LLBB LONG LEG...

ANCH ANCHOR LDV LONG DIM VERT

ALUM ALUMINUM LDH LONG DIM HORIZ

ALT ALTERNATE LOC LOCATION

ADDED ADDITIONAL LT GA LIGHT GAGE

KPFF ABBREVIATIONS

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EXISTING

CONC STOOP

EXISTING WALL

CONC FTG

EXISTING WALL

CONC FTG

EXISTING

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EXISTING 4"

CONC SLAB -

T/SLAB EL =

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HOLLOWCORE W/

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TOPPING - T/SLAB

EL = (-0'-9") - VIF

(E)HSS10X5X1/4(E)HSS10X5X1/4

(-0'-11") (-0'-11") (-0'-11")

W X

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REMOVE EXISTING

CONCRETE PAVER

SYSTEM &

REPLACE WITH

BUILT-UP WOOD

FRAMING

1 1/4" GYCRETE ON 1/2"

OSB SHTHING ON

TREATED 2X8 WD

JOISTS @ 16" OC -

T/SLAB = (0'-0")

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REMOVE EXISTING

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REPLACE IN KIND

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5 1/8"X16 1/2" GL

EXTENSIONS-TYP

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(11'-0")

HSS10X4X3/8

(11'-0")

HSS10X4X3/8

(11'-0")

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Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

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S01.01

FOUNDATION & FRAMNG PLANS

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

1/8" = 1'-0"

PARTIAL FOUNDATION PLAN

1/8" = 1'-0"

PARTIAL LEVEL 2 FRAMING PLAN

1/8" = 1'-0"

PARTIAL ROOF FRAMING PLAN

NOTES:

• FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION

NOTES:

• FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION

• ALL NEW ROOF SHEATHING SHALL BE 10 1/4" STRUCTURAL INSULATED ROOF PANELS (SIPS)

NOTES:

• FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION

• ATTACHMENT OF WD SHTHING TO WD JOISTS SHALL BE 8d NAILS @ 6" OC AT EDGE & 12"

OC AT FIELD

GRID

EXISTING STUD WALL

BEYOND

EXISTING CONC FTG

EL-SEE PLAN

EXISTING CONC SLAB

STL COL - SEE PLAN

BASE PL-3/4"X5"X0'-10" W/

2-3/4"ØX3" EMBED HILTI KWIK

HUZ-EZ SCREW ANCH OR EQ

1" NON-SHRINK GROUT1/4

GRID

EXISTING HOLLOWCORE

W/ CONC TOPPING - SEE

PLAN

PL-3/4"X5"X0'-10"

EXISTING STL

TUBE - SEE PLAN

EL-VIF

1/4

EXISTING

STUD WALL

EXISTING STUD WALL

BEYOND

DEMO EXISTING

PAVER SYSTEM

1/4

FS & NS

BUILT UP WD FLOOR W/

GYPCRETE- SEE PLAN

EL-SEE PLAN

VIF

EL-SEE PLAN

GRID

EXISTING HOLLOWCORE

W/ CONC TOPPING - SEE

PLAN

PL-3/4"X5"X0'-10"

EXISTING STL

TUBE - SEE PLAN

EL-VIF

1/4

EXISTING STUD

WALL BEYOND

EXISTING STUD WALL

DEMO EXISTING

PAVER SYSTEM

1/4

FS & NS

BUILT UP WD FLOOR W/

GYPCRETE- SEE PLAN

EL-SEE PLAN

VIF

EL-SEE PLAN

GRID

EXISTING HOLLOWCORE

W/ CONC TOPPING - SEE

PLAN

EL-VIF

1/4

FS & NS

NEW STL COL -

SEE PLAN

EXISTING STL COL -

SEE PLAN

DEMO EXISTING

PAVER SYSTEM

EXISTING EDGE ANGLE

PL-3/4"X5"X10"

1/4

1/4

WELD PL

TO COL

- FS & NS

BUILT UP WD FLOOR W/

GYPCRETE- SEE PLAN

EXISTING STL

TUBE - SEE PLAN

EL-SEE PLAN

VIF

EL-SEE PLAN

S E

E P

L A

N

F U

L L

D E

P T

H

1 1/4"

4"

EXISTING STRUCTURAL

INSULATED RF PANEL

NEW STRUCTURAL INSULATED RF

PANEL - SEE PLAN

ATTACHMENT BY RF PANEL

SUPPLIER

EXISTING WD BEAM

2-1 3/4"X18" LVL EA SIDE -

CUT TO REQD DEPTH

1/4" PAINTED

SADDLE

BRACKET THUS:

2" 1 1/4"

3/4"Ø THRU

BOLT- TYP

• COORDINATE PAINTED BRACKET FINISH & LOCS W/ ARCHITECT

1/8 2

EA END

TYP SEE PLAN

BM WIDTH -

L E

S S

/2

B M

D E

P T

H

EXISTING STRUCTURAL

INSULATED RF PANEL

NEW STRUCTURAL INSULATED RF

PANEL - SEE PLAN

ATTACHMENT BY RF PANEL

SUPPLIER

EXISTING WD BEAM

2- 1 3/4"X18" LVL EA SIDE -

CUT TO REQD DEPTH

3/4"Ø THRU BOLT @

24" OC - STAGGERED

@ EA SIDE

SECTION A-A

M E

M B

E R

D E

P T

H

1'-0" 1'-0"

A

A

GRID

SEE PLAN ATTACHMENT BY RF

PANEL SUPPLIER

STRUCTURAL

INSULATED RF

PANEL - SEE PLAN

WD BM- SEE PLAN

WD BM EXTENSION,

TAPER TO MATCH

EXISTING BM- SEE

PLAN

SIMPSON ST

2122 STRAP TIE

EL-SEE PLAN

S E

E P

L A

N

F U

L L

D E

P T

H

WD BM- SEE PLAN-

BEVEL TOP

1 1/4" 4"

3/16" PAINTED

SADDLE BRACKET

GRID

ATTACHMENT BY RF

PANEL SUPPLIER

STRUCTURAL INSULATED

RF PANEL - SEE PLAN

WD BM EXTENSION,

TAPER TO MATCH

EXISTING BM- SEE

PLAN

SIMPSON ST

2122 STRAP TIE

EL-VARIES

S E

E P

L A

N

F U

L L

D E

P T

H

WD BM - SEE PLAN -

KEEP WD BM CONT

THRU CONN

1 1/4"

4"

1/4" PAINTED

SADDLE BRACKET

SEE PLAN

3/4"Ø THRU

BOLT-TYP

• OPTION TO SALVAGE & REUSE EXISTING BEAM EXTENTSIONS AT THIS LOCATION

EL-SEE PLAN

STL TUBE -

SEE PLAN

L3X3X1/4X0'-4"

- TYP

3/16

TYP

EXISTING

HOLLOWCORE & CONC

TOPPING - SEE PLAN

EXISTING SHTHING &

GYPCRETE TOPPING

EXISTING WD JOIST

BUILT UP WD FLOOR W/

GYPCRETE- SEE PLAN

EXISTING STL BEAM

EL-SEE PLAN

VIF

GRID

DEMO EXISTING STUD

WALL @ NEW DOOR - SEE

ARCH FOR DOOR LOC

EL-SEE PLAN

DEMO EXISTING

PAVER SYSTEM

EXISTING

HOLLOWCORE & CONC

TOPPING - SEE PLAN

EXISTING SHTHING &

GYPCRETE TOPPING

EXISTING WD

JOIST & HANGER

BUILT UP WD FLOOR W/

GYPCRETE- SEE PLAN

EXISTING STL BEAM

EL-SEE PLAN

VIF

GRID

EXISTING STUD WALL

EXISTING

SUPPORT ANGLE

EL-SEE PLAN

DEMO EXISTING PAVER

SYSTEM

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Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

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S05.01

STRUCTURAL DETAILS

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

1" = 1'-0" A5

COL BASE CONN

1" = 1'-0" B5

BEAM BRG @ COL

1" = 1'-0" C5

COL BRG @ BEAM

1" = 1'-0" D5

COL SPLICE @ NEW COL

1" = 1'-0" A1

CONN @ REINFORCED EXISTING GL BM

1" = 1'-0" B1

REINFORCED EXISTING GL BM

1" = 1'-0" A3

WD BEAM EXTENSION

1" = 1'-0" B3

WD BEAM EXTENSION

1" = 1'-0" C4

HSS WIND GRIT CONN

1" = 1'-0" A4

WALL OPENING @ EXISTING FLR FRMG

MARK DESCRIPTION DATE

1" = 1'-0" B4

WALL OPENING @ EXISTING FLR FRMG

GRIDEXISTING

STRUCTURAL

INSULATED RF

PANEL

REINFORCED

EXISTING WD BM -

SEE PLAN

EXISTING STL COL -

SEE PLAN

EXISTING STL PL

SADDLE BRACKET

NEW STRUCTURAL

INSULATED RF

PANEL-SEE PLAN

EXISTING WD

BEAM

ATTACHMENT BY

ROOF PANEL

SUPPLIER

SEE

FOR EDGE ANGLE

INFORMATION -

NOTCH GL @ ANGLE

END OF LVL

REINFORCEMENT

8"

L4X4X3/8X0'-6" W/

3/8" STIFF PL

SEE

FOR EXISTING BM

REINFORCEMENT

/B1 S05.01

/D5 S05.02

3/16

FS & NS

3"

1 1/4"

4"

GRIDEXISTING

STRUCTURAL

INSULATED RF

PANEL

WD BM - SEE

PLAN

EXISTING STL COL -

SEE PLAN

1/4" STL PL SADDLE

BRACKET W/ 2-3/4"Ø

THRU BOLTS

NEW STRUCTURAL

INSULATED RF

PANEL

EXISTING WD

BEAM

ATTACHMENT BY

ROOF PANEL

SUPPLIER

L8X6X7/16 (LLV)

CONT - NOTCH GL @

ANGLE

GRIDEXISTING

STRUCTURAL

INSULATED RF

PANEL

EXISTING STL COL -

SEE PLAN

L8X6X7/16 (LLV) CONT

1/4

EA END

NEW STRUCTURAL

INSULATED RF

PANEL

EXISTING WD

BEAM

EL-VARIES

EXISTING WD BLKG

NOT SHOWN FOR

CLARITY

EOD-SEE PLAN

PL-3/8"X2"X6"

ATTACHMENT BY

ROOF PANEL

SUPPLIER

GRIDNEW STRUCTURAL

INSULATED PANEL -

SEE PLAN

EXISTING STL COL -

SEE PLAN

EXISTING WD

BEAM

NEW WD BEAM -

SEE PLAN

L6X4X3/8 SADDLE

THUS:

CUT BM WIDTH TO

INSIDE CONN

DIMENSION LESS 1/4"

3/4"Ø THRU

BOLTS-TYP

5"

1/4

3 SIDES

1 1/4"

3 1/4"

1 1/2"

3/8" STIFF PL

1/4" PL

3/16

TYP

3/16

3/16 8"

END OF LVL

REINFORCEMENT

3"

SEE

FOR EXISTING BM

REINFORCEMENT

/B1 S05.01

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Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

9/

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S05.02

STRUCTURAL DETAILS

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

1" = 1'-0" A5

REINFORCED BM @ EXISTING COL

1" = 1'-0" B5

RF BM @ EXISTING COL

1" = 1'-0" D5

RF PANEL EDGE @ EXISTING COL

MARK DESCRIPTION DATE

1" = 1'-0" A3

CONN @ EXISTING COL

J

I

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G

F

42 31

1 2

V .I .F

/8

V

IF

/2

V.I.F.

2' - 6"

MECH

GREAT HALL

VIF

24' - 0 1/2"

IN SCOPE

OUT OF SCOPE

EXIST. TO BE DEMOLISHED

EXIST. WALL TO REMAIN

NEW WALL

CONSTRUCTION LEGEND:

GENERAL DEMOLITION NOTES

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS.

2. REMOVE AND DISPOSE OF ALL ITEMS SHOWN DASHED, UNLESS OTHERWISE NOTED.

MISC. ITEMS ATTACHED TO DEMOLISHED WALLS ALSO TO BE REMOVED.

5 6 7

I

H

G

F

OPEN TO STRUCTURE ABOVE

MECHANICAL

ROOM

GALLERY

GALLERY

ALCOVE

CORRIDOR

VIF

28' - 8 3/8"

121212

V

IF

4 4

V

IF

/8

VIF

4' - 5 5/8"

VIF

8' - 0"

VIF

8' - 0 1/8"

VIF

3' - 5 3/8"

VIF

23' - 11 1/8"

WINDOW

TO REMAIN

WINDOW

TO REMAIN

WINDOW

TO REMAIN

VIF

23' - 11 3/4"

VIF

4' - 6 1/8"

VIF

8' - 0"

VIF

8' - 0 1/8"

VIF

3' - 5 5/8"

V

IF

/4

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

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Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

9/

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AD1.02

DEMO - PLAN, RCP, & EXTERIOR

ELEVATIONS

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

1/4" = 1'-0" A8

LEVEL 2 - FLOOR PLAN - DEMO

1" = 30'-0"

KEY PLAN DEMO

MARK DESCRIPTION DATE

1/4" = 1'-0" A1

LEVEL 1 - REFLECTED CEILING PLAN - DEMO

DEMOLITION KEYNOTES

KEY DESCRIPTION

1 REMOVE STEEL GUARDRAIL.

2 REMOVE PORCELAIN PAVERS, PEDESTAL SYSTEM AND TAPERED INSULATION.

3 REMOVE DOOR AND HARDWARE.

4 REMOVE EXISTING WINDOW.

5 REMOVE EXTERIOR FINISH FROM WALL

6 REMOVE EXTERIOR PARTIAL HEIGHT WALL; NEW DOOR LOCATION.

7 DEMO EXISTING ROOF OVERHANG.

8 SALVAGE TAPERED BEAM FOR REUSE.

9 EXISTING MECHANICAL LOUVER TO REMAIN.

10 EXISTING DOOR RO REMAIN.

11 REMOVE AND SALVAGE ACP CEILING AS REQUIRED FOR WORK ABOVE; REINSTALL WHEN COMPLETE.

COORDINATE W/ MEPT WORK.

12 REMOVE AND SALVAGE LIGHT FITURES AS REQUIRED OR WORK ABOVE REINSTALL WHEN COMPLETE.

COORDINATE W/ MEPT WORK.

13 EXISTING FDC TO REMAIN.

15 REMOVE AND SALVAGE EXISTING CARPET TO BE REINSTALLED.

16 REMOVE EXTERIOR TRIM BOARD

17 17 REMOVE AND SALVAGE WOOD TRIM, FIXTURES, ROLLER SHADE AND DISPLAYS AS REQUIRED FOR

NEW WORK.

1/4" = 1'-0" F8

ELEVATION - NORTH - DEMO

1/4" = 1'-0" F2

ELEVATION - WEST - DEMO

A1.02

F8

C1

A2.01

A4.01

H1

H9

H5

H13

A4.01

7 A4.01

A4.01D9

J

I

H

G

F

42 3

C7

A2.01

CHANGING

WELLNESS

GREAT HALL

MECH

R.R.

R.R.

3A

9 9 9

GIFT SHOP

13 13

3A 3B

/4

13' - 5 5/8"

2142EQ EQ

1' - 0"

J5

A5.02

E1A

E1B

E1B

IN SCOPE

OUT OF SCOPE

J

I

H

G

F

42 3

OPEN TO STRUCTURE ABOVE

ACP

VARIES

ACP

+ 10' - 1 1/2" A.F.F.

ACP

+ 10' - 1 1/2" A.F.F.

F1 F1 F1

F1 F1 F1

F3

F2 F2

E Q

E Q

E Q

E Q

F2F2 F2

ACP

VARIES

ACP

VARIES

MECH

R.R.

R.R.

WELLNESS

GREAT HALL

CHANGING

2 21 1

CENTER ON SINK

EQ EQ EQ EQ

E Q

E Q

355 SF

GIFT SHOP

EXIST. TO BE DEMOLISHED

EXIST. WALL TO REMAIN

NEW WALL

CONSTRUCTION LEGEND:

SLOT DIFFUSER

LIGHTING FIXTURE TYPE

F1: LED STRIP LIGHT

F2: LED RECESSED CAN LIGHT

F3: WALL MOUNTED LED STRIP LIGHT

CEILING TYPE

2' x 2' ACP

GYP. BD - PAINT

RETURN GRILLE

2X2 LIGHT FIXTURE

SPRINKLER

CAN LIGHT

SPEAKER

CAMERA

TRACK LIGHT

SYMBOL

REFLECTED CEILING PLAN GENERAL NOTES:

1. COORDINATE ALL CEILING-MOUNTED ITEMS NOT INDICATED ON DRAWINGS WITH

ARCHITECT PRIOR TO INSTALLATION.

2. CEILING HEIGHTS ARE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE.

3. SEE ELECTRICAL DRAWINGS FOR LOCATION OF EXIT LIGHTS, EMERGENCY LIGHTS, ETC.

4. CEILING FIXTURE DIMENSIONS ARE TAKEN FROM CENTERLINE OF FIXTURE, UNLESS

NOTED OTHERWISE.

5. EXISTING DIMENSIONS, STRUCTURES, WALL TYPES, THICKNESS, HEIGHTS, AND FINISHES

TO BE FIELD VERIFIED BY CONTRACTOR.

6. CENTER FIXTURES AND DEVICES WITHIN INDIVIDUAL CEILING TILES

GENERAL NEW CONSTRUCTION NOTES:

1. EXISTING DIMENSIONS, STRUCTURES, WALL TYPES, THICKNESS, HEIGHTS, AND FINISHES

TO BE FIELD VERIFIED BY CONTRACTOR.

2. EXTERIOR DIMENSIONS ARE FROM F.O. STUD TO F.O. STUD OR FROM F.O. MASONRY TO

F.O. MASONRY.

3. INTERIOR DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE OF WALL, UNLESS

NOTED OTHERWISE.

4. CONTRACTOR TO COORDINATE QUANTITY AND LOCATIONS WITH THE OWNER FOR

OWNER FURNISHED & CONTRACTOR INSTALLED ITEMS.

5. ALL SITE AND BUILDING SURFACES NOT IN THE SCOPE OF WORK/CONTRACT SHALL BE

PROTECTED. ALL SURFACES DAMAGED BY WORK UNDER THIS CONTRACT ARE TO BE

REPAIRED AT NO ADDITIONAL CHARGE.

LEVEL 1

-12' - 10"

Level 2 0' - 0"

L K J I H G

1 671 127 1 1

W1

W3

A

LI

G N

LEVEL 1

-12' - 10"

Level 2 0' - 0"

4 23 1

6 71 121 1 1

W1 W1 W1

W2W2 W2

A

LI

G N

14 14 14

14 14 14

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

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A rc hi te ct ur e

In c.

Revisions

MA Architecture No.:

Date:

L www.kpff.com

PH. (515) 279-3900

Des Moines, IA 50309

604 Locust St, Suite 202, STRUCTURAL

KPFF

www.architecturema.com

PH. 515 473 4834

DES MOINES, IA 50309

1201 KEOSAUQUA WAY, SUITE 101

ARCHITECT

MA ARCHITECTURE

www.kclengineering.com

PH. (515) 724-7938

West Des Moines, IA 50265

300 4th St, MECHANICAL/ELECTRICAL/TECHNOLOGY ENGINEER

KCL

MA

A r c h i t e c t u r e www.dcigroup-us.com

Ph. 515 244 5043

Des Moines, Iowa

220 SE 6th Street, Suite 200

COST CONSULTANT

DCI Group

9/

/2

2:

:4

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A1.02

LEVEL 2 - PLAN, RCP & EXTERIOR

ELEVATIONS

061.23

20 SEPTEMBER 2023

N

W th

S t, G ra n g e r, I A

1/4" = 1'-0" A7

LEVEL 2 - ENLARGED FLOOR PLAN

1" = 30'-0"

KEY PLAN1/4" = 1'-0"

A2

LEVEL 2 - REFLECTED CEILING PLAN

MARK DESCRIPTION DATE

NEW CONSTRUCTION KEYNOTES

KEY DESCRIPTION

1 TAPERED BEAM.

2 EXT. PLYWOOD V-GROVE SOFFIT SYSTEM - STAIN.

3 GYPSUM BOARD FLUSH WITH BOTTOM SIDE OF ROOF PANELS.

4 NEW FLOOR. HEIGHT TO MATCH ADJACENT LEVEL.

5 CHANGING TABLE, SEE ELECTRICAL.

6 NEW STANDING SEAM METAL ROOF TO MATCH EXISTING ROOF FINISH.

7 2X12 WD FACIA WITH 1X8 WOOD TRIM.

9 FLOOR CONVECTOR SEE MECH.

11 SINK, SEE PLUMBING.

12 NEW SIDING TO MATCH SIDING BELOW.

13 2X4 WD…