project: waukee vista commercial park retail center · 2018. 6. 28. · waukee vista retail center...

8
WAUKEE VISTA RETAIL CENTER - CODE ANALYSIS: REQUIREMENTS FOR (TYPE V-B) CONSTRUCTION EXTERIOR BEARING WALLS 0 HOURS INTERIOR BEARING WALLS 0 HOURS EXTERIOR NON-BEARING WALLS 0 HOURS PARTITIONS - PERMANENT 0 HOURS STRUCTURAL FRAME 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF CONSTRUCTION 0 HOURS FIRE RESISTANCE RATINGS ON WALL BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 FOR TYPE VB BLDG. OCCUPANCY A & B 10 X 30 = 0 PROJECT DESCRIPTION NEW WOOD FRAME CONSTRUCTION /10,807 GROSS S.F. RETAIL BUILDING APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODES OCCUPANCY TYPE: (CHAPTER 3) OCCUPANCY: MIXED: A-2, & B BUILDING HEIGHTS AND AREAS: (CHAPTER 5) ALLOWABLE HEIGHT PER TABLE 504.3: OCCUPANCY (A & B ) MAXIMUM HEIGHT ALLOWED: 60'-0" ACTUAL HEIGHT: 24-0" ALLOWABLE AREA PER TABLE 506.2: OCCUPANCY (A-2 =MOST STRINGENT) MAXIMUM AREA: 24,000 S.F. ACTUAL AREA: 11,7000 GROSS S.F. REQUIRED SEPARATION OF OCCUPANCIES 508.4 1 HOUR SEPARATION IS REQUIRED BETWEEN OCCUPANCIES A & B FOR SPRINKLERED BLDG. TYPES OF CONSTRUCTION: (CHAPTER 6) FIRE AND SMOKE PROTECTION FEATURES: (CHAPTER 7) MAXIMUM AREA OF EXTERIOR WALL OPENING BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION PER TABLE ( 705.8 ): ALLOWABLE AREA: NO LIMIT TYPE V-B BUILDINGS UNPROTECTED SPRINKLERED 25 FT. TO LESS THAN 30 FT. FIRE PROTECTION SYSTEMS: (CHAPTER 9) MEANS OF EGRESS: (CHAPTER 10) DESIGN OCCUPANT LOAD: TO BE DETERMINE PER FUTURE TENANTS NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (SECTION 1006) MINIMUM OF TWO EXITS ARE PROVIDED WHERE THE OCCUPANT LOAD IS 50 OR GREATER. EGRESS ILLUMINATION (SECTION 1008): AS REQUIRED ACCESSIBLE MEANS OF EGRESS WIDTH: (SECTION 1009) AT LEAST ONE ACCESSIBLE MEANS OF EGRESS: 7 PROVIDED AT THE ENTRANCE OF EACH BAY EXIT TRAVEL DISTANCE DOES NOT EXCEED 250 FT (TABLE 1017.2) FOR SPRINKLERED BUILDING ACCESSIBILITY: (CHAPTER 11) BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 11 OF THE 2009 IBC AS WELL AS THE 2010 ADA STANDARDS BUILDING TYPE: V-B, SPRINKLED OCCUPANT LOAD: TO BE DETERMINED PER EACH TENANT FINISH AUTOMATIC SPRINKLER SYSTEM (SECTION 903) PROVIDED THROUGHOUT THE BUILDING FIRE EXTINGUISHERS (SECTION 906) 906.3 (1) NUMBER PROVIDED = (7) 1 ON EACH SUITE *ADDITIONAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS REQUIRED TO FUTURE TENANT LAYOUTS. FIRE ALARM & DETECTION SYSTEM TO BE PROVIDED PER 907 CODE ANALYSIS CONTINUATION ABV. ABOVE ACT ACOUSTIC CEILING TILE ALUM. ALUMINUM APP APPENDIX AWN. AWNING BRG. BEARING BM. BEAM CAB. CABINET C.J. CONTROL JOINT CLG. CEILING C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET CSMT CASEMENT C.T. CERAMIC TILE DBL DOUBLE D.H. DOUBLE HUNG DIA. DIAMETER DIM. DIMENSION DR. DOOR D.S. DOWNSPOUT D.W. DISHWASHER EA. EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EL. ELEVATION EQ. EQUAL EXT EXISTING EXST. EXISTING F.B.O. FURNISHED BY OWNER F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER FLUOR FLUORESCENT F.R.P.W. FIRE RETARDANT PLYWOOD FTG. FOOTING GALV. GALVANIZED G.F.I. GROUND FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.M. HOLLOW METAL H.V.A.C. HEATING VENTILATING & AIR CONDITIONING HORIZ. HORIZONTAL INSUL. INSULATED/INSULATION LAV. LAVATORY MFR MANUFACTURER M.C. MEDICINE CABINET M.D.O. MEDIUM DENSITY OVERLAY MTL. METAL MIN. MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER O.H. OVERHEAD O.H.C. OVERHEAD CABINET PED PEDESTAL PNT PAINT PL. PLATE P. LAM PLASTIC LAMINATE P.S.F. POUNDS PER SQUARE FOOT R.D. ROOF DRAIN REF. REFRIGERATOR R.S. ROUGH SAWN S.D. SMOKE DETECTOR SH. SHELF S.F. SQUARE FOOT SL.GL.DR. SLIDING GLASS DOOR SPR. SPRINKLER TEMP. TEMPERED THLD THRESHOLD T.O.F. TOP OF FRAMING TRT. TREATED U.N.O. UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITION TILE VERT. VERTICAL W WIDE W/ WITH W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER W.P. WEATHERPROOF W.R. WATER RESISTANT W.S. WIRE SHELF ABBREVIATIONS SECTION DESTINATION SHEET NUMBER DETAIL NUMBER SHEET NUMBER 1 WINDOW TYPE WALL TYPE 1 ELEVATION HEIGHT ELEVATION TYPE SYMBOLS 1 DOOR NUMBER MATERIALS RIGID INSULATION CONCRETE EARTH BRICK CONCRETE BLOCK BATT INSULATION GYPSUM BOARD GRAVEL STEEL OR STEEL STUD WALL PLYWOOD WOOD OR WOOD STUD WALL SOUND INSULATION IN WALL 1605 N. ANKENY BLVD #130 ANKENY, IOWA 50023 PHONE: (515) 965-5336 FAX: (515) 965-5335 [email protected] PROJECT: DATE: DRAWN BY: CHK'D BY: REVISED: PERMIT SET C:\Users\crodriguez\Documents\18-101-Hickman Retail Center R16_crodriguez.rvt 5/1/2018 9:23:22 AM G000 18-101 130 HICKMAN ROAD, WAUKEE, I OWA VISTA DEVELOPMENT CORPORATION WAUKEE VISTA RETAIL CENTER COVER SHEET 4-30-18 CR KC 3-ARCHITECTURE A000 ARCHITECTURAL GENERAL INFORMATION A100 FIRST FLOOR PLAN A101 ROOF PLAN A200 ELEVATIONS A300 BUILDING SECTIONS A500 DETAILS A600 DOOR & FRAME SCHEDULE ARCHITECT: 1605 N. ANKENY BLVD, STE 130 ANKENY, IA 50023 CONTACT: KARL CHAMBERS, CRISTINA L. RODRIGUEZ 515-965-5336 STRUCTURAL ENGINEER: 4717 GRAND AVE. DES MOINES, IA 50312 CONTACT: BRIAN THOMAS 515-975-2269 RAKER RHODES IMPRINT ARCHITECTS PROJECT: ADDRESS: 130 HICKMAN ROAD, WAUKEE, IOWA WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER MECHANICAL / ELECTRICAL ENGINEER: ADDRESS CONTACT: TBD TBD TBD CIVIL ENGINEER: 3501 104TH STREET DES MOINES, IOWA, 50322-3825 CONTACT: 515-276-0217 BISHOP ENGINEERING OWNER: 2400 NW 86TH STREET, SUITE 24 URBANDALE, IOWA, 50322 CONTACT: DEREK TEMPLE 515-778-2601 VISTA DEVELOPMENT CORP. KARL E CHAMBERS I O W A * * 5486 A R C H I C T L I C E N S E D P R O F E S S I A L O N T E 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. KARL E. CHAMBERS DATE: Pages or sheets covered by this seal: My license expiration date is : June 30, 2018 4.30.18 G000, A000, A100, A101, A200, A300, A500, A600 S001 STRUCTURAL NOTES S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S101 FOUNDATION PLAN S201 FOUNDATION DETAILS S201 FOUNDATION DETAILS S301 ROOF FRAMING PLAN S301 ROOF FRAMING PLAN S401 FRAMING DETAILS S401 FRAMING DETAILS S402 FRAMING DETAILS S402 FRAMING DETAILS 0-GENERAL G000 COVER SHEET 2- STRUCTURAL

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Page 1: PROJECT: WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER · 2018. 6. 28. · waukee vista retail center - code analysis: requirements for (type v-b) construction exterior bearing walls

WAUKEE VISTA RETAIL CENTER - CODE ANALYSIS:

REQUIREMENTS FOR (TYPE V-B) CONSTRUCTIONEXTERIOR BEARING WALLS 0 HOURSINTERIOR BEARING WALLS 0 HOURSEXTERIOR NON-BEARING WALLS 0 HOURSPARTITIONS - PERMANENT 0 HOURSSTRUCTURAL FRAME 0 HOURSFLOOR CONSTRUCTION 0 HOURSROOF CONSTRUCTION 0 HOURS

FIRE RESISTANCE RATINGS ON WALL BASED ON FIRE SEPARATION DISTANCE PER TABLE 602FOR TYPE VB BLDG. OCCUPANCY A & B10 ≤ X ≤ 30 = 0

PROJECT DESCRIPTION

NEW WOOD FRAME CONSTRUCTION /10,807 GROSS S.F. RETAIL BUILDING

APPLICABLE CODES

2015 INTERNATIONAL BUILDING CODES

OCCUPANCY TYPE: (CHAPTER 3)

OCCUPANCY: MIXED: A-2, & B

BUILDING HEIGHTS AND AREAS: (CHAPTER 5)

ALLOWABLE HEIGHT PER TABLE 504.3:

OCCUPANCY (A & B ) MAXIMUM HEIGHT ALLOWED: 60'-0"ACTUAL HEIGHT: 24-0"

ALLOWABLE AREA PER TABLE 506.2:OCCUPANCY (A-2 =MOST STRINGENT)

MAXIMUM AREA: 24,000 S.F.ACTUAL AREA: 11,7000 GROSS S.F.

REQUIRED SEPARATION OF OCCUPANCIES 508.4

1 HOUR SEPARATION IS REQUIRED BETWEEN OCCUPANCIES A & B FOR SPRINKLERED BLDG.

TYPES OF CONSTRUCTION: (CHAPTER 6)

FIRE AND SMOKE PROTECTION FEATURES: (CHAPTER 7)

MAXIMUM AREA OF EXTERIOR WALL OPENING BASED ON FIRE SEPARATION DISTANCE ANDDEGREE OF OPENING PROTECTION PER TABLE (705.8):

ALLOWABLE AREA: NO LIMIT TYPE V-B BUILDINGS UNPROTECTED SPRINKLERED 25 FT. TO LESSTHAN 30 FT.

FIRE PROTECTION SYSTEMS: (CHAPTER 9)

MEANS OF EGRESS: (CHAPTER 10)

DESIGN OCCUPANT LOAD: TO BE DETERMINE PER FUTURE TENANTS

NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (SECTION 1006)MINIMUM OF TWO EXITS ARE PROVIDED WHERE THE OCCUPANT LOAD IS 50 ORGREATER.

EGRESS ILLUMINATION (SECTION 1008): AS REQUIRED

ACCESSIBLE MEANS OF EGRESS WIDTH: (SECTION 1009)AT LEAST ONE ACCESSIBLE MEANS OF EGRESS: 7 PROVIDED AT THE ENTRANCE OFEACH BAY

EXIT TRAVEL DISTANCE DOES NOT EXCEED 250 FT (TABLE 1017.2) FOR SPRINKLEREDBUILDING

ACCESSIBILITY: (CHAPTER 11)

BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 11 OF THE2009 IBC AS WELL AS THE 2010 ADA STANDARDS

BUILDING TYPE: V-B, SPRINKLEDOCCUPANT LOAD: TO BE DETERMINED PER EACH TENANT FINISH

AUTOMATIC SPRINKLER SYSTEM (SECTION 903)PROVIDED THROUGHOUT THE BUILDING

FIRE EXTINGUISHERS (SECTION 906) 906.3 (1)NUMBER PROVIDED = (7) 1 ON EACH SUITE*ADDITIONAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS REQUIRED TO FUTURE TENANTLAYOUTS.

FIRE ALARM & DETECTION SYSTEM TO BE PROVIDED PER 907

CODE ANALYSIS CONTINUATION

ABV. ABOVE

ACT ACOUSTIC CEILING TILE

ALUM. ALUMINUM

APP APPENDIX

AWN. AWNING

BRG. BEARING

BM. BEAM

CAB. CABINET

C.J. CONTROL JOINT

CLG. CEILING

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CPT. CARPET

CSMT CASEMENT

C.T. CERAMIC TILE

DBL DOUBLE

D.H. DOUBLE HUNG

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

D.S. DOWNSPOUT

D.W. DISHWASHER

EA. EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EL. ELEVATION

EQ. EQUAL

EXT EXISTING

EXST. EXISTING

F.B.O. FURNISHED BY OWNER

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

FLUOR FLUORESCENT

F.R.P.W. FIRE RETARDANT PLYWOOD

FTG. FOOTING

GALV. GALVANIZED

G.F.I. GROUND FAULT

CIRCUIT INTERRUPTER

GL. GLASS

GYP. BD. GYPSUM BOARD

H.M. HOLLOW METAL

H.V.A.C. HEATING VENTILATING &

AIR CONDITIONING

HORIZ. HORIZONTAL

INSUL. INSULATED/INSULATION

LAV. LAVATORY

MFR MANUFACTURER

M.C. MEDICINE CABINET

M.D.O. MEDIUM DENSITY OVERLAY

MTL. METAL

MIN. MINIMUM

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.H. OVERHEAD

O.H.C. OVERHEAD CABINET

PED PEDESTAL

PNT PAINT

PL. PLATE

P. LAM PLASTIC LAMINATE

P.S.F. POUNDS PER SQUARE FOOT

R.D. ROOF DRAIN

REF. REFRIGERATOR

R.S. ROUGH SAWN

S.D. SMOKE DETECTOR

SH. SHELF

S.F. SQUARE FOOT

SL.GL.DR. SLIDING GLASS DOOR

SPR. SPRINKLER

TEMP. TEMPERED

THLD THRESHOLD

T.O.F. TOP OF FRAMING

TRT. TREATED

U.N.O. UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

W WIDE

W/ WITH

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.H. WATER HEATER

W.P. WEATHERPROOF

W.R. WATER RESISTANT

W.S. WIRE SHELF

ABBREVIATIONS

SECTIONDESTINATION

SHEETNUMBER

DETAILNUMBER

SHEETNUMBER

1WINDOW TYPE

WALL TYPE

1

ELEVATION HEIGHTELEVATION TYPE

SYMBOLS

1DOOR NUMBER

MATERIALS

RIGIDINSULATION

CONCRETE

EARTH

BRICK

CONCRETEBLOCK

BATT INSULATION

GYPSUM BOARD

GRAVEL

STEEL OR STEELSTUD WALL

PLYWOOD

WOOD OR WOODSTUD WALL

SOUNDINSULATIONIN WALL

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

PR

OJE

CT

:

DATE:DRAWNBY:

CHK'DBY:

REVISED:

PERMIT SET

C:\

Users

\cro

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ents

\18-1

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ickm

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5/1

/2018 9

:23:2

2 A

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G000

18-101

130 H

ICK

MA

N R

OA

D, W

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WA

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PO

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4-30-18 CR KC

3-ARCHITECTURE

A000 ARCHITECTURAL GENERAL INFORMATION

A100 FIRST FLOOR PLAN

A101 ROOF PLAN

A200 ELEVATIONS

A300 BUILDING SECTIONS

A500 DETAILS

A600 DOOR & FRAME SCHEDULE

ARCHITECT:

1605 N. ANKENY BLVD, STE 130

ANKENY, IA 50023

CONTACT: KARL CHAMBERS, CRISTINA L. RODRIGUEZ

515-965-5336

STRUCTURAL ENGINEER:

4717 GRAND AVE.

DES MOINES, IA 50312

CONTACT: BRIAN THOMAS

515-975-2269

RAKER RHODESIMPRINT ARCHITECTS

PROJECT:

ADDRESS: 130 HICKMAN ROAD, WAUKEE, IOWA

WAUKEE VISTA COMMERCIALPARK RETAIL CENTER

MECHANICAL / ELECTRICAL ENGINEER:

ADDRESS

CONTACT: TBD

TBD

TBD

CIVIL ENGINEER:

3501 104TH STREET

DES MOINES, IOWA, 50322-3825

CONTACT:

515-276-0217

BISHOP ENGINEERINGOWNER:

2400 NW 86TH STREET, SUITE 24

URBANDALE, IOWA, 50322

CONTACT: DEREK TEMPLE

515-778-2601

VISTA DEVELOPMENT CORP.

KARL E

CHAMBERS

IOWA**

5486

ARCHI

CTLI

CEN

SED

PROFESSI AL

ON

TE

I hereby certify that the portion of this technical submission described belowwas 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.

KARL E. CHAMBERS DATE:

Pages or sheets covered by this seal:My license expiration date is : June 30, 2018

4.30.18

G000, A000, A100, A101, A200, A300, A500, A600

S001 STRUCTURAL NOTES

S001 STRUCTURAL NOTES

S101 FOUNDATION PLAN

S101 FOUNDATION PLAN

S201 FOUNDATION DETAILS

S201 FOUNDATION DETAILS

S301 ROOF FRAMING PLAN

S301 ROOF FRAMING PLAN

S401 FRAMING DETAILS

S401 FRAMING DETAILS

S402 FRAMING DETAILS

S402 FRAMING DETAILS

0-GENERAL

G000 COVER SHEET

2- STRUCTURAL

Page 2: PROJECT: WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER · 2018. 6. 28. · waukee vista retail center - code analysis: requirements for (type v-b) construction exterior bearing walls

42" 18"

60"

56

"

CLEARFLOOR AREA

TO

P O

F B

AR

33

"-3

6"

MIN.

24"

MIN.

12"

36" MIN.

12" MAX. 42" MIN.

54" MIN.

48

" M

AX

.1

5"

MIN

.

CL7"-9"

MIN

.

18

"4

0 1

/4"

39"-41"

MIN.

24"

Y

NOTE: Y = 48 IN. MIN. W/O CLOSER Y = 54 IN. MIN. W/ CLOSER

MIN.

24"

Y

NOTE: Y = 42 IN. MIN. W/O CLOSER Y = 48 IN. MIN. W/ CLOSER

PULL SIDE

PUSH SIDE

MIN.

X

Y

NOTE: X = 36 IN. MIN. WHEN Y ≥ 60 IN.X = 42 IN. MIN. WHEN Y ≥ 54 IN., BUT < 60

IN.

Y

NOTE: Y = 42 IN. MIN. Y = 48 IN. MIN. W/ CLOSER & LATCH

PULL SIDE

PUSH SIDE

MIN.

22"

MIN.

18"

60

" M

IN.

MIN.

12"

48

" M

IN.

NOTE: 12" SIDE CLEARANCE REQUIREDWHEN DOOR EQUIPED WITHBOTH CLOSER & LATCH

PULL SIDE

PUSH SIDE

MIN.

18"

MIN

.

18

"

FACE OF SIGNAGE

CENTERED ONTACTILE CHARACTERS

AREA OFREFUGE

AREA OFREFUGE

48

" M

IN.

60

" M

AX

.

**TACTILE LETTERS 5/8" MINIMUM IN HEIGHT

CLE

AR

48

" M

IN.

CLEAR

30" MIN.

TO FINISHED SURFACE15" MIN.

TO

RIM

34

" M

AX

.

40

" M

AX

.

34

" M

AX

.

17" MIN.

6" MAX.

8" MIN.

CLEAR AREA

9"

MIN

.

17

"-1

9"

CLE

AR

48

" M

IN.

CLEAR

30" MIN. 6" MAX. 8" MIN.

27

" M

IN.

TO

BU

BB

LE

R

36

" M

AX

17"-19"

X >

27

"

4" MAX.

X ≥

80

"

27

" M

AX

.

CL

EA

RA

NC

E

X <

80

"

15

" M

IN.

48

" M

AX

.

CLEAR FLOOR AREA

48"

CLE

AR

FL

OO

R A

RE

A

30

"

20" MAX.

48

" M

AX

.

>20"-25" MAX.

44

" M

AX

.

27

" M

IN.

28

"-3

4"

27

" M

AX

.

28

"-3

4"

MAX.

10"

15

" M

IN.

48

" M

AX

.

MAX.

10"

34

" M

AX

.

48

" M

AX

.

10"-24" MAX.

34

" M

AX

.

46

" M

AX

.

CLEAR FLOOR AREA

30"

MAX.

10"

CLE

AR

FL

OO

R A

RE

A

48

"

48"

36

"

SE

AT

WA

LL

CO

NT

RO

LW

ALL

MAX.

18"

GRAB BAR

4"

MA

X.

SHOWER HEAD

30

"

TYPICAL

60"

CO

NT

RO

LW

ALL

BACK WALL

HE

AD

EN

DW

ALL

MIN

.

12

"

MIN

.

24

"

MAX.12"

MIN.

24"

MAX.

24"

GRAB BARGRAB BAR

30

"

LENGTH OF TUB + SEAT + 12"

SE

AT

12"

CO

NT

RO

LW

ALL

BACK WALL

HE

AD

EN

DW

ALL

12" 15"

24

"

GRAB BAR

42" GRAB BAR

10" 46"

8"

30

"

28" 4"

8"

30

"

24" GRAB BAR

30

"8

"

TUB

DEPTH OF

6" 6"

6"

38

"

30

"8

"

TUB

DEPTH OF

30

"8

"

SHOWER

DEPTH OF

8"

30

"

SHOWER

LENGTH OF

8"

6"

24

"

SHOWER

DEPTH OF

33

"-3

6"

8"-

10

"

MAX.12"

MAX.

15"

THIS DATA IS PROVIDED AS AN ADDITIONAL RESOURCE TO THE TEAM OF OWNER, CLIENT, ARCHITECT, ENGINEER, AND SPECIFICALLY,CONTRACTOR. THIS IS A TOOL TO APPRISE ALL PARTIES OF GENERAL ACCESSIBLE CONDITIONS AS PUBLISHED PER THE "ICC ANSIA117.1-2009 ACCESSIBILE AND USABLE BUILDINGS AND FACILITIES". THE DIAGRAMS ARE VERBATIM DUPLICATIONS OF THE STANDARDSAND ARE NOT INDICATIVE OF ALL CONDITIONS AND CERTAINLY DO NOT FULLY REPRESENT THE ENTIRETY OF THE WRITTEN GUIDELINESAS CONTAINED IN THE STANDARDS. THIS DATA IS IN SUPPORT OF GENERAL ARCHITECTURAL AND ENGINEERING DOCUMENTATION,WHICH IS INTENDED TO BE CONSISTENT WITH ACCESSIBLE CONDITIONS. THIS DATA IS PROVIDED TO ACT AS AN ADDED SAFEGUARD TOFULLY FAMILIARIZE THE TEAM WITH EXPECTATIONS ASSOCIATED WITH THE 2009 ANSI STANDARDS AND TO ASSIST THE TEAM INACHIEVING FULLY ACCESSIBLE CONDITIONS AS REQUIRED BY CIVIL LAW. WE ENCOURAGE THE DETAILED REVIEW BY OWNER ANDCONTRACTOR.

2009 ANSI A117.1 STANDARDS GENERAL NOTES:

MA

X.

1/2

"

MA

X.

1/4

"

1/4

"1

/4"

MA

X. M

AX

.

1/2

"

2

1

MA

X.

1/2

"

2

1

1/4

"-1

/2"

36" MIN.

X >

24

"

X >

15

"

60" MIN.

9"

MAX.

6"

30

" M

IN.

17"-25"

ELEVATION PLAN

27

" M

IN.

8" MIN.

9"

MIN

.

11" MIN.

25" MAX.

30

" M

IN.

ELEVATION PLAN

42" MIN.

X < 48"

42" MIN. 36" MIN.

X < 48"

36" MIN.

48

" 60

"

180° TURN 180° TURN (EXCEPTION)

18

" R

EC

OM

ME

ND

ED

15

" M

IN.

45

" R

EC

OM

ME

ND

ED

48

" M

AX

.

ENVIRONMENTAL CONTROLSSUCH AS, BUT NOT LIMITED TO,THERMOSTATS AND OTHERHEATING, AIR-CONDITIONING, ANDOTHER MECHANISMS MUST BEPOSITIONED IN ACCESSIBLELOCATIONS.

1/2

"

1/4

"

5"

1. SIGNAGE PROPORTION: LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5AND 1:1 AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.

2. CHARACTER HEIGHT: CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWINGDISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X.LOWER CASE CHARACTERS ARE PERMITTED. 3 INCH MININUM HEIGHT.

3. RAISED AND BRAILLED CHARACTER AND PICTORIAL SYMBOL SIGNS: LETTERS AND NUMERALS SHALL BE RAISED1/32 INCH IN UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8 INCH HIGH, BUT NO HIGHER THAN 2 INCHES. PICTOGRAMSSHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM.THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 INCHES MINIMUM IN HEIGHT.

4. FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHERNON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHTCHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

5. MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT INDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NOWALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ONTHE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THECENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAYAPPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHINTHE SWING OF A DOOR.

SIGNAGE GENERAL NOTES:

MIN

.

18

"

3"-

6"

33

"-3

6" 8

"-1

0"

MAX.

24"

MIN.

24"12" MAX.

1. BATHTUB SEAT: AN IN-TUB SEAT OR A SEAT AT THE HEAD OF THE TUB SHALL BE PROVIDED AS SHOWN ABOVE.SEATS SHALL BE MOUNTED SECURELY AND SHALL NOT SLIP DURING USE.

2. SHOWER UNIT: A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60 INCHES LONG THAT CAN BE USED BOTH AS A FIXEDSHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.

3. BATHTUB ENCLOSURES: IF PROVIDED, ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS ORTRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO TUBS. ENCLOSURES ON BATHTUBS SHALL NOTHAVE TRACKS MOUNTED ON THEIR BATHTUB RIMS. (BATHTUB RIMS SHALL BE 17 INCHES TO 19 INCHES MEASUREDFROM FLOOR TO TOP OF RIM.)

BATHTUB GENERAL NOTES:

CL

LOCATIONOF TUBCONTROLS

36

"

MIN.

16"

27" MAX.

AB

OV

E G

RA

B B

AR

48

" M

AX

.

WITH SEAT

CL

33

"-3

6"

38

" M

IN.

48

" M

AX

.

15" MAX. 15" MAX.

MAX.

27"

38

" M

IN.

48

" M

AX

.

38

" M

IN.

48

" M

AX

.

15" MAX.

60"

30

"

INS

IDE

FA

CE

OF

FIN

ISH

30

" M

IN.

SE

AT

WA

LL

SID

E W

AL

L

INSIDE FACE OF FINISH

60" MIN.

6" MAX.

6"

MA

X. IF NO SEAT PROVIDED

6" MAX.

*PROVIDE GRAB BARON SEAT WALL IFNO SEAT PROVIDED

36

"

SID

E W

AL

L

SID

E W

AL

LINSIDE FACE OF FINISH

60" MIN.

6" MAX.

6"

MA

X.

6" MAX.

24"-36"

MIN.

36"

60" MIN.

1. THRESHOLDS: THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH MAXIMUM IN HEIGHT IN ACCORDANCE WITHANSI SECTION 303. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED,ROUNDED, OR VERTICAL.

2. FLOOR SLOPE: THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4 INCH PER FOOT IN ANY DIRECTION. WHERE DRAINS ARE PROVIDED,GRATE OPENINGS SHALL BE A MAXIMUM OF 1/4 INCH AND LOCATED FLUSH WITH THE FLOOR SURFACE.

3. ENCLOSURES: IF PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROMWHEELCHAIRS ONTO SHOWER SEATS.

SHOWER STALLS GENERAL NOTES:

60

" M

IN.

60" MIN.WID

TH

DO

OR

48

" M

IN.

60" MIN.

WID

TH

DO

OR

48

" M

IN.

WID

TH

DO

OR 60" MIN.

MIN.

18"

MIN.

18"

MIN.

18"

12" MIN.

48

" M

IN.

12" MIN.*

*PROVIDE 12" CLEARANCEIF DOORS EQUIPED WITHBOTH LATCH & CLOSER.

48" M

IN.

DOOR WIDTH PLUS 42"

*

*24" MINIMUM EXTERIOR & 18"MINIMUM INTERIOR BEYOND STRIKEEDGE OF A GATE OR DOOR ON THESIDE TOWARD WHICH IT SWINGS.

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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INF

OR

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TIO

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4-30-18 RSL ---

CLEAR FLOOR SPACE ATWATER CLOSETS

GRAB BARS & TOILETTISSUE DISPENSERS ATWATER CLOSETS

404.2.4.1 - MANEUVERING CLEARANCES AT DOORS

703.4.2 - LOCATION OFTACTILE SIGNS AT DOORS

703.4.1 - LOCATION OFTACTILE CHARACTERS A.F.F.

606 - LAVATORIES & SINKS CLEARANCES

DRINKING FOUNTAIN/WATERCOOLER CLEARANCES

307.2 WALL PROTRUSION &CEILING CLEARANCES

307.4 HEAD CLEARANCE

308.2.1 FORWARD READ308.2.2 FORWARD REACH @ COUNTER308.3.1 SIDE REACH LIMITS

608.2.1 - TRANSFER TYPESHOWER

607.4.2 - BATHTUB WITHOUT SEAT607.4.1 - BATHTUB WITH SEAT

WATER CLOSET - FRONT WATER CLOSET - SIDE TUB - CONTROL WALL TUB - BACK WALL TUB - SIDE WALL SHOWER - CONTROL WALL SHOWER - BACK WALL SHOWER - SEAT WALL

GRAB BAR REINFORCING

607 - CLEARANCES FOR BATHTUBS

SIGNAGE REQUIREMENTS

302.2 CARPET PILE HEIGHT 303.2 VERTICAL CHANGE IN LEVEL 303.3 BEVELED CHANGES IN LEVEL

302 & 303 - FLOOR SURFACES & CHANGES IN LEVEL

305.7 MANUVERING CLEARANCE IN AN ALCOVE

306.2 TOE CLEARANCE

306.3 KNEE CLEARANCE

403.5.1 CLEAR WIDTH AT 180° TURN

OUTLET, CONTROLS &SWITCH HEIGHT

EXTERIOR DOOR THRESHOLD

EXPOSED PIPES & SURFACES:WATER SUPPLY AND DRAIN PIPESUNDER LAVATORIES AND SINKSSHALL BE INSULATED OR OTHERWISEPROTECTED AGAINST CONTACT.THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDERLAVATORIES AND SINKS.

607.5 LOCATION OFBATHTUB CONTROLS

608.4.2 STANDARDROLL-IN-TYPE SHOWERCONTROL

608.4.3 ALT. ROLL-IN-TYPESHOWER CONTROL BACKWALL

608.4.3 ALT. ROLL-IN-TYPESHOWER CONTROL SIDEWALL

608.4.1 TRANSFER-TYPESHOWER CONTROLS

608.2.2 STANDARDROLL-IN-TYPE SHOWER

608.2.3 ALTERNATEROLL-IN-TYPE SHOWER

404.2.5 TWO DOORS IN A SERIES

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A200

3

A200

4

A200

1

A200

2

5'-8"17'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"17'-4"5'-8"

7

7

6

6

5

5

4

4

3

3

2

2

1

1

8

8

10"175'-0"10"

TENANT G

7

TENANT F

6

TENANT E

5

TENANT D

4

TENANT C

3

TENANT B

2

TENANT A

1

E1-810

"4

'-10

"1

0'-0

"5

'-8

"1

0'-0

"5

'-8

"2

3'-10

"5

5/8

"

25

'-6

"3

4'-6

"

10

"

4'-10

"1

0'-0

"5

'-8

"7

'-10

"2

'-4

1/8

"1

4'-0

"2

'-4

1/8

"1

2'-1

1 7

/8"

5 5

/8"

E2

E2

SF3

E2

DRIVE THRUWINDOW

DRIVE THRUWINDOW

6

A300

6

A300

7-B

6-B

5-B

4-B

3-B

2-B

1-B

F.E.C.

F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C.

25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

CC

AA

5 5/8"

11'-10" 3'-4" 12'-6" 3'-4" 4'-10" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 20'-8" 3'-4" 11'-10"5 5/8"

1-A

8

EXIT EXIT EXIT EXIT EXIT EXIT EXIT

SF 1

E1

E1-8 E1-8 E1-8 E1-8 E1-8 E1-8

E1

E1E1

E1

E2 E2 E2 E2 E2 E2

1

A300

2

A300

3

A300

SPRINKLER ROOM

8

BB

E1-8

2-A 3-A 4-A 5-A 6-A 7-A

25

'-6

"3

4'-6

"

SF3

SF3

SF2 SF2 SF 1SF2SF2SF2

FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITY

BOTTOM CAGE

EXTERIOR WALL LEGEND - WOOD STUD

8"X8"X16" SPLIT FACED CMU1" AIR SPACE1" RIGID INSULATIONAIR AND VAPOR BARRIER1/2" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.W/ R-19 BATT INSULATION5/8" GYP. BOARD

*SEE MANUFACTURE INSTALLATIONRECOMMENDATION

1'-4

3/8

"

FIRERATING

RATINGSOURCE

NOTEWALL TYPE DESCRIPTION

N/A

3 5/8" UTILITY BRICK1" AIR SPACE1" RIGID INSULATIONAIR AND VAPOR BARRIER1/2"" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.R-19 BATT INSULATION5/8" GYP. BOARD

1'-0

3/8

"

N/A

7/8" E.I.F.S. COMMERCIAL FINISH1" RIGID INSULATION (R-5)AIR AND VAPOR BARRIER1/2"" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.R-19 BATT INSULATION5/8" GYPSUM BOARD

8 5

/8"

CORRUGATED METAL SIDING PANELS1" RIGID INSULATION (R-5)AIR AND VAPOR BARRIER1/2" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.R-19 BATT INSULATION5/8" GYPSUM BOARD

N/A

N/A

AP

RO

X.

8 3

/4"

WALL TYPE

*SEE MANUFACTUREINSTALLATION RECOMMENDATION

1 HR

INTERIOR WALL LEGEND - WOOD STUD

5/8" TYPE X GYPSUM BOARD2" x 6" WOOD STUDS16" O.C. w/ BATT INSULATION5/8" TYPE X GYPSUM BOARD

6 3

/4" GA FILE NO.

WP 3660

UL U379 * SEAL ANY PENETRATION W/ FIRECAULK AS REQUIRED

E1

E2

E3

E4

IN1

*DEMISING WALL FOR FUTURESEPARATION

N/A

N/A

N/A

N/A

E1 - 8 = SAME EXTERIOR WALLMATERIAL AS E1 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).

E2 - 8 = SAME EXTERIOR WALLMATERIAL AS E2 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).

E3 - 8 = SAME EXTERIOR WALLMATERIAL AS E3 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).

*WALL TO DECK

GENERAL NOTES:01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHERDOCUMENTS AND DISCIPLINES.

02. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THEFINISH FACE OF WALLS. EXTERIOR DIMENSIONS ARE INDICATED TO FACEOF SHEATHING.

03. EQUIPMENT, FURNITURE OR FIXTURES IN FLOOR PLAN ARE SHOWN FORREFERENCE ONLY. VERIFY TYPE, SIZE AND LOCATION WITH OTHERDISCIPLINES AND OWNER.

04. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS ANDDETAILS.

GENERAL NOTES:

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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A100

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PLA

N

4-30-18 CR KC

1/8" = 1'-0"1

FLOOR PLAN

BUILDING AREA (GROSS BUILDING AREA)

LEVEL AREA

LEVEL 1 10807 SF

N

TENANT AREA (RENTABLE BUILDING AREA)

TANANT SPACE Area

SPRINKLER RISER ROOM 80 SF

TENANT A 1577 SF

TENANT B 1452 SF

TENANT C 1532 SF

TENANT D 1532 SF

TENANT E 1532 SF

TENANT F 1532 SF

TENANT G 1570 SF

Page 4: PROJECT: WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER · 2018. 6. 28. · waukee vista retail center - code analysis: requirements for (type v-b) construction exterior bearing walls

7

7

6

6

5

5

4

4

3

3

2

2

1

1

8

8

1/4

" / 1

'-0

"

1/4

" / 1

'-0

"

CC

AA

RT

U

RT

U

RT

U

RT

U

RT

U

RT

U

RT

U

ROOF CONSTRUCTION:

-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)-5/8" ISOLATION BOARD-ROOF TRUSS (SEE STRUCTURAL)

PRE-FINISHED 3"X4" MIN.GUTTER SYSTEM

PR

E-F

INIS

HE

D M

ET

AL

RA

KE

TR

IMP

RE

-FIN

ISH

ED

ME

TA

L C

OP

ING

PRE-FINISHED METAL COPINGPRE-FINISHED METAL COPINGTO MATCH STOREFRONT

PRE-FINISHED METAL COPINGPRE-FINISHED METAL COPINGTO MATCH STOREFRONT

PRE-FINISHED METAL COPING

PR

E-F

INIS

HE

D M

ET

AL

RA

KE

TR

IMP

RE

-FIN

ISH

ED

ME

TA

L C

OP

ING

DS. DS. DS. DS. DS. DS.

1/4

" / 1

'-0

"

1

A300

3

A300

BB

PRE-FINISHED METAL COPINGTO MATCH STOREFRONT

PRE-FINISHED METAL COPING

DS. DS.

ROOF PARAPET BRACE- SEE STRUCTURAL

FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITYBOTTOM CAGE

ROOF PARAPET BRACE- SEESTRUCTURAL

ROOF PARAPET BRACE- SEESTRUCTURAL

14

'-0

"

ROOF PLAN NOTE:

01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.

02. 3X4 MIN. GUTTER & 3"X4" MIN. DOWNSPOUT SYSTEM.

03. EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MEP FOR RTU ANDADDITIONAL EQUIPMENT LOCATION & SIZES

04. CONTRACTOR TO PROVIDE ROOF WALK PADS AS REQUIRED.

05.

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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4-30-18 CR KC

1/8" = 1'-0"1

ROOF PLAN

N

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LEVEL 1100'-0"

7 6 5 4 3 2 18

T.O. PARAPET121'-8"

T.O. HIGHPARAPET

124'-0"

A200

5

1

A300

2

A300

P1

P2 P2

FA

M1

AL

M1

B1P2P2 P1

FA

M1M1

FA

B1P2

M1

P1

P2

FA

M1

B1

FA

M1

P2P1

M1

FA

AL

P2

FA

1-A2-A3-A4-A5-A6-A7-A

SMFSMF

S

SMFSMFSMFSMFSMFSMF

ECEC EC EC

SF2SF2SF 1 SF2 SF2SF2 SF 1

SM

SMSM

LEVEL 1100'-0"

7654321 8

6

A300

6

A300

LOW ROOF118'-0"

1

A300

2

A300

B1B1B1B1B1B1B1

MS1MS1MS1MS1MS1MS1MS1

B2B2B2B2B2B2B2

D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.

PARAPET (BEHIND)

FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITY

BOTTOM CAGE

7-B6-B5-B4-B

3-B

2-B81-B

G

DS

LEVEL 1100'-0"

LEVEL 1100'-0"

T.O. PARAPET121'-8"

T.O. HIGHPARAPET

124'-0"

C A3

A300

MS1

B1

P1P2 P2

M1M1

B2

FA

B

EC

MRT

TRUSS BRG.116'-0"

TRUSS BRG.116'-0"

AL

SF3

SMFSMFSMF

3'-4

"

LEVEL 1100'-0"

T.O. PARAPET121'-8"

T.O. HIGHPARAPET

124'-0"

CA

MS1P1P1 P2 P2P2

AL

FA FA

M1

B1

B2

M1

B

AL

EC

MRT

M1

SF3

SMFSMFSMF

3'-4

"

SF3

SMF

LEVEL 1100'-0"

6 5 4

T.O. HIGHPARAPET

124'-0"

FAFA

P1P2 P2

M1

M1

B1

P2

M1

EC

SM

EC

S S

VERTICAL E.I.F.SEXPANSION REVEAL

VERTICAL E.I.F.SEXPANSION REVEAL

SMF SMF SMF

4-A5-A

ALAL

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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4-30-18 ML KC

1/8" = 1'-0"1

NORTH ELEVATION

1/8" = 1'-0"2

SOUTH ELAVATION

1/8" = 1'-0"3

EAST ELEVATION

1/8" = 1'-0"4

WEST ELEVATION

1/4" = 1'-0"5

ENLARGED STOREFTONT

MATERIAL LEGEND

KEY NOTE

AL ALUM. STOREFRONT FRAME - FINISH:

B1 3 5/8" X 3 5/8" X 11 5/8" UTILITY BRICK - FINISH:

B2 3 5/8" X 3 5/8" X 11 5/8" UTILITY BRICK - FINISH:

DS 3X4 DOWNSPOUT SYSTEM

EC E.I.F.S.- COPING: P2

FA FABRIC AWNING W/ ALUM. FRAME

G 3X4 GUTTER SYSTEM

M1 8X8X16 SPLIT FACED CMU BLOCK VENEER

MRT PRE-FINISHED METAL RAKE TRIM

MS1 PRE-FINISHED VEE-RIB METAL SIDING PANEL

P1 E.I.F.S.- FINISH: P1

P2 E.I.F.S.- FINISH: P2

S SIGNAGE BY OWNER

SM SHEET METAL COPING - FINISH:MATCH STOREFRONT

SMF SHEET METAL FLASHING

* EXTERIOR FINISHES TO MATCH EXISTING ADJACENT BUILDINGS.VERIFY EXTERIOR FINISHES W/ OWNER

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LEVEL 1100'-0"

T.O. HIGHPARAPET

124'-0"

1448 SF

TENANT C

3

18

'-0

"

C A

A300

4

A300

5

B

TRUSS BRG.116'-0"

REINFORCED CONCRETEFOOTING - SEESTRUCTURAL

REINFORCED CONCRETEFOOTING - SEE

STRUCTURAL

SEE STRUCTURAL FOR ROOFTRUSSES, SIZE AND LAYOUT

E3-8

1/4" 1'-0"

RTU

MIN.2'-0"

4" CONCRETE SLAB, SEESTRUCTURAL

ROOF CONSTRUCTION:-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)-5/8" ISOLATION BOARD-ROOF TRUSS (SEE STRUCTURAL)

MIN

.2

'-0

"

MIN.2'-0"

2'-0

"

FIXED ROOF ACCESS LADDER/ WWALK-THRU HANDRAIL &

SECURITY BOTTOM CAGE(BEHIND)

PARAPET (BEHIND)

PARAPET (BEHIND)

LEVEL 1100'-0"

T.O. HIGHPARAPET

124'-0"

A

8'-0

"1

6'-0

"

E3-8

1/4" / 1'-0"

TRUSS BRG.116'-0"

E1-8

PRE-ENGINEERED WOODROOF TRUSS, SEE

STRUCTURAL

PRE- FINISHED METALPARAPET CAP SLOPED

TO ROOF

E.I.F.S. COPING

PRE-FINISHEDMETAL FLASHING(SLOPED)

INTERIOR EXTERIOR

A500

3

A500

2

A500

1

-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)

-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.

LEVEL 1100'-0"

T.O. PARAPET121'-8"

A

11

'-8

"1

0'-0

"

ALUMINUM STOREFRONTSYSTEM W/ INSULATEDGLAZING

PLEATEDFABRICAWNING W/ALUMINUMFRAME

TRUSS BRG.116'-0"

INTERIOR EXTERIOR

PRE- FINISHED METAL CAPTO MATCH STOREFRONT

FINISH

1/4" / 1'-0"

PRE-ENGINEERED WOODROOF TRUSS, SEE

STRUCTURAL

HEADER, SEESTRUCTURAL

SF2

A5006

A500

5

A500

4

E2-8

60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)

-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.

LEVEL 1100'-0"

T.O. HIGHPARAPET

124'-0"

A

TRUSS BRG.116'-0"

1/4" / 1'-0"

PRE-ENGINEERED WOODROOF TRUSS, SEE

STRUCTURAL

E.I.F.S. COPING

HEADER, SEESTRUCTURAL

ALUMINUMSTOREFRONTSYSTEM W/INSULATED GLAZING

INTERIOR EXTERIOR

E3-8

A500

10

A500

3Sim

A500

11

8'-0

"1

6'-0

"

PRE- FINISHED METALPARAPET CAP SLOPED

TO ROOF

-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)

-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.

LEVEL 1100'-0"

T.O. STRUCTURE118'-0"

C

LOW ROOF118'-0"

4'-0

"

14

'-0

"

TRUSS BRG.116'-0"

A500

8Sim

3X4 MIN. GUTTER &3"X4" MIN. DOWNSPOUT

SYSTEM.

DOOR, SEEDOORSCHEDULE

1/4" / 1'-0"

E4

E2

LEVEL 1100'-0"

8

T.O. PARAPET121'-8"

7'-8

"7

'-0

"3

'-4

"3

'-8

"2

7/8

"

TRUSS BRG.116'-0"

E2

E4

PRE- FINISHED METAL RAKETRIM. *SEE MANUFACTUREINSTALLATIONRECOMMENDATION

DRIVE-THRUWINDOW

PRE-ENGINEERED WOODROOF TRUSS, SEE

STRUCTURAL

HEADER, SEESTRUCTURAL

A500

8

A500

9

A500

7

A500

12

EXTERIORINTERIOR

EXTEND EPDM ROOFMEMBRANE UP &

OVER PARAPET

GENERAL NOTES:01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHERDOCUMENTS, DISCIPLINES AND SPECIFICATIONS.

02. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE FINISHFACE OF WALLS. EXTERIOR DIMENSIONS ARE INDICATED TO FACE OFSHEATHING.

03. EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MEP FOR RTU ANDADDITIONAL EQUIPMENT LOCATION & SIZES

04.REFER TO A100 WALL LEGEND FOR ADDITIONAL INFORMATION ON WALLCONSTRUCTION.

GENERAL SECTION NOTES:

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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4-30-18 CR KC

1/4" = 1'-0"6

BUILDING SECTION A

1/2" = 1'-0"1

NORTH SECTION THROUGH SPLIT CMU WALL 1/2" = 1'-0"

2NORTH SECTION THROUGH BRICK & STOREFRONT

1/2" = 1'-0"4

NORTH SECTION THROUGH E.I.F.S. & STOREFRONT 1/2" = 1'-0"

5SOUTH BUILDING SECTION

1/2" = 1'-0"3

EAST BUILDING SECTION

Page 7: PROJECT: WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER · 2018. 6. 28. · waukee vista retail center - code analysis: requirements for (type v-b) construction exterior bearing walls

T.O. HIGHPARAPET

124'-0"

A

E.I.F.S. COPING

4"

2"

1'-0

"

1"1"1"

6"

4"

PRE- FINISHED METALPARAPET CAP SLOPEDTO ROOF

PARAPET, SEESTRUCTURAL

DOUBLE TOP PLATE,SEE STRUCTURAL

DRIP EDGE

WOOD BLOCKING ASREQUIRED. SLOPE

BACK TO ROOF

1/2" EXTERIORSHEATHING

AIR AND VAPORBARRIER

EXTEND EPDM ROOFMEMBRANE UP & OVER

PARAPET

T.O. BAND 1114'-0"

A

TRUSS BRG.116'-0"

4"

SPLIT FACED CMU ,SEE ELEVATIONS

1"

1" CONTINUOUSRIGID INSULATION

1" AIRSPACE

CONTINUOUS AIR ANDVAPOR BARRIER

PRE-FINISHED MTL.FLASHING (SLOPED)

PERFORATED CASINGBEAD

(3) COATS E.I.F.S. VENEER

E.I.F.S. DRAINAGE MAT

LEVEL 1100'-0"

A

REINFORCEDCONCRETE FOOTING- SEE STRUCTURAL

2" RIGID INSULATIONEXTEND 24" MIN.

HORIZONTALLY ANDVERTICALLY

4" COMPACTEDGRANULAR FILLED

4" CONCRETE SLAB,SEE STRUCTURAL

4" SLOPE GRADE AWAY

FROM BLDG.

THRU WALL FLASHING

LAP AIR AND VAPORBARRIER OVERFLASHING

SPLIT FACED CMU , SEEELEVATIONS

GROUT CAVITY SOLID

1"

1" AIRSPACE

1" CONTINUOUS RIGIDINSULATION

T.O. PARAPET121'-8"

A

6"

4"

CAVITY VENT

UTILITY BRICK, SEEELEVATION

CONTINUOUS AIR ANDVAPOR BARRIER

1" CONTINUOUS RIGIDINSULATION

1" AIRSPACE1"

PRE- FINISHED METAL PARAPETCAP SLOPED TO ROOF

DRIP EDGE

DOUBLE TOP PLATE,SEE STRUCTURAL

EXTEND EPDM ROOFMEMBRANE UP & OVER

PARAPET

AIR AND VAPORBARRIER

1/2" EXTERIORSHEATHING

PARAPET, SEESTRUCTURAL

A

1"

CAVITY DRAINAGENET

HEADER - SEESTRUCTURAL

STEEL ANGLE, SEESTRUCTURAL

CAVITY VENT

PREFINISHED METALFLASHING & DRIP EDGE

UTILITY BRICK,SEE ELEVATION

CORNER BEAD TYP. ATALL OUTSIDE CORNERS

5/8" LAYER OF GYPSUMBOARD RETURN

ALUMINUM STOREFRONTSYSTEM W/ INSULATED GLAZING

1" CONTINUOUS RIGIDINSULATION

1" AIRSPACE

CONTINUOUS AIR ANDVAPOR BARRIER

CONTINOUS SEALANT &SHIM SPACE

LEVEL 1100'-0"

A

REINFORCEDCONCRETE FOOTING -SEE STRUCTURAL

2" RIGID INSULATION EXTEND 24"MIN. HORIZONTALLY AND

VERTICALLY

4" COMPACTED GRANULARFILLED

4" CONCRETE SLAB,SEE STRUCTURAL

ALUMINUM STOREFRONT SYSTEMW/ INSULATED GLAZING

1" RIGIDINSULATION

SHIM SPACE AND CONTINUOUSSEALANT

T.O. BAND 1114'-0"

8

PRE-FINISHED VP BASETRIM TO MATCH MTL.SIDING PANELS

CONTINUOUS AIR ANDVAPOR BARRIER

1" CONTINUOUS RIGIDINSULATION

1" AIRSPACE

VARCO PRUDEN VEE RIBSIDING PANELS

UTILITY BRICK, SEEELEVATION

1"

LEVEL 1100'-0"

8

1"

LAP AIR AND VAPOR BARRIEROVER FLASHING

CAVITY VENT

THRU WALL FLASHING

SLOPE GRADEAWAY FROM BLDG.

GROUT CAVITY SOLID

4" CONCRETE SLAB, SEESTRUCTURAL

4" COMPACTEDGRANULAR FILLED

2" RIGID INSULATION EXTEND24" MIN. HORIZONTALLY AND

VERTICALLY

4"

1" CONTINUOUS RIGIDINSULATION

1" AIRSPACE

A

HEADER - SEESTRUCTURAL

CONTINUOUS AIRAND VAPORBARRIER

1" CONTINUOUSRIGID INSULATION

PREFINISHED METALFLASHING & DRIPEDGE

ALUMINUMSTOREFRONT SYSTEMW/ INSULATED GLAZING

CORNER BEAD TYP. AT ALLOUTSIDE CORNERS

5/8" LAYER OF GYPSUMBOARD RETURN

CONTINOUS SEALANT &SHIM SPACE

(3) COATS E.I.F.S.VENEER

PERFORATED CASINGBEAD

LEVEL 1100'-0"

A

MANUFACTURED THRESHOLDPLATE. SET IN MASTIC, SEALALL JOINTS (MAX. 1/2" RISE)

1" RIGID INSULATION

1/2

"

ALUMINUM DOOR W/INSULATED GLAZING, SEESCHEDULE

2" RIGID INSULATION EXTEND24" MIN. HORIZONTALLY AND

VERTICALLY

4" COMPACTEDGRANULAR FILLED

8

1"

CONTINUOUS AIR ANDVAPOR BARRIER

1" CONTINUOUS RIGIDINSULATION

1" AIRSPACE

UTILITY BRICK, SEEELEVATION

CAVITY DRAINAGE NET

STEEL ANGLE, SEESTRUCTURAL

PREFINISHED METALFLASHING & DRIP EDGE

CAVITY VENT

DRIVE-THRU WINDOW TOBE SELECTED BYCONTRACTOR

SHIM SPACE

SEALANT BOTH SIDES

8

1"1"

DRIVE-THRU WINDOW BYCONTRACTOR

PREFINISHED METAL FLASHING

UTILITY BRICK, SEEELEVATION

CASTSTONE WINDOW SILL

SHIM SPACE

SEALANT BOTH SIDES

DRIP EDGE

1" AIRSPACE

CONTINUOUS AIRAND VAPOR BARRIER

1" CONTINUOUSRIGID INSULATION

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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4-30-18 CR KC

1 1/2" = 1'-0"3

PARAPET MTL. CAP DETAIL

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

E.I.F.S. / SPLIT CMU TRANSITION

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

SPLIT CMU WALL BASE

1 1/2" = 1'-0"6

PARAPET MTL. @ BRICK

1 1/2" = 1'-0"5

STOREFRONT HEAD @ BRICK

1 1/2" = 1'-0"4

STOREFRONT SILL

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

BRICK/ MTL. PANEL TRANSITION

1 1/2" = 1'-0"7

BRICK WALL BASE

1 1/2" = 1'-0"11

E.F.I.S. STOREFRONT HEAD

1 1/2" = 1'-0"10

STOREFRONT THRESHOLD DETAIL

1 1/2" = 1'-0"9

PASS THRU- WINDOW HEAD 1 1/2" = 1'-0"

12PASS THRU- WINDOW SILL

Page 8: PROJECT: WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER · 2018. 6. 28. · waukee vista retail center - code analysis: requirements for (type v-b) construction exterior bearing walls

12" TYP

26"FACTORY FINISH

ALUMINUM-MILL FINISH

ALUMINUM TUBULARSIDERAIL(6005-T5)

2-1/4" SERRATEDALUMINUM TREAD

(6005-T5)

42" 42"

PLATFORM SURFACEIS TREAD MATERIAL

6"PARAPETLEVEL

26"

13"

4' TYP

(PARAPET PLATFORM & RETURNLADDER ARE OMITTED FOR CLARITY)

3" x 1" x 1/8"

NOTE:ALL BOLTS/FASTENERSNECESSARY TO ANCHORLADDER ARE BY OTHERS.

ASSEMBLY

BRACKETS TO SHIPLOOSE FOR FIELD

*

*

*

X + 17

X

AS REQ'D

WALL HEIGHT( +6" )

20 FT MAX

AS REQ'D

PARAPET

HEIGHT

WALL HEIGHT

7"

BRACKET DETAIL

8-1/2"

24"

4-1/2"

∅9/16"

1/4"

PLAN

3"

22-1/8"

INDIVIDUAL TREAD TESTED AT

LEVEL 1100'-0"

10

'-0

"

2"

3'-1

"

2"

6'-5

"

2"

17'-4"

2"5'-4"

2"

6'-0"

2"

5'-4"2"

2"

2'-7"

2"

2'-7"

2"

6'-0"

2"

2'-7"

2"

2'-7"

2"

LEVEL 1100'-0"

10

'-0

"

10'-0"

2"

3'-1"

2"

3'-2"

2"

3'-1"

2"

2"

3'-1

"

2"

6'-5

"

2" FRAME NOTES:

01. SEE FLOOR PLAN AND ELEVATIONS FOR LOCATION OFFRAMES

02. ALL EXTERIOR GLAZING TO BE INSULATED

03. INCLUDE SAFETY GLAZING AT BOTTOM OF PANEL OFALL STOREFRONTS OR ANY PORTION OF GLAZING BELOW2'-6" FROM FINISH FLOOR LINE.

04. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.

05. VERIFY ROUGH OPENING SIZES W/ STOREFRONT SHOPDRAWINGS

06. DIMENSIONS SHOWN FOR GENERAL SIZE & INTENT.STOREFRONT MANUFACTURER TO DETERMINE EXACTSIZES/LAYOUT.

FHM - 001 FG

AS

SC

HE

DU

LE

AS SCHEDULE

AS

SC

HE

DU

LE

AS SCHEDULE

AS

SC

HE

DU

LE

AS SCHEDULE

HARDWARE SET:

SET # 1 (PER DOOR):(3) HINGE/ ENTRY LOCKSET/ PANIC BAR/ PULL HANDLE /CLOSER/ (3) SILENCERS

ADDITIONAL NOTES:

*EXTERIOR DOORS SHALL HAVE WEATHER STRIPING TO SEALDOOR

LEVEL 1100'-0"

19'-4"

2" 6'-4"

2"

6'-0"

2"

6'-4" 2"

10

'-0

"

2"

3'-1

"2

"6

'-5

"

2"

2"

3'-1"

2"

3'-1"

2"

6'-0"

2"

3'-1"

2"

3'-1"

2"

1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]

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DOOR & FRAME SCHEDULE

DOOR NO.

DOOR FRAME

HDWR REMARKS

SIZE

TYPE MTRL GLAZ TYPE MTRLW HT TK

1-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

1-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

2-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

2-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

3-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

3-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

4-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

4-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

5-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

5-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

6-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

6-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

7-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.

7-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

8 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED

1/4" = 1'-0"3

STOREFRONT - SF1 1/4" = 1'-0"

4STOREFRONT- SF3

1/4" = 1'-0"

DOOR AND FRAME ELEVATIONS

1/4" = 1'-0"1

STOREFRONT - SF2

1/2" = 1'-0"2

TUBULAR FIXED LADDER WITH PARAPET PLATFORM & ROOFSIDE RETURN