Michael J. Sloter, AIA - Portfolio by Michael Sloter

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

-pencil, tracing paper, Photoshop

Elevation and Massing Study (c. 2003)

Portfolio

-BIM (ArchiCAD), black marker

Who is this Guy? Architects today have an amazing selection of electronic tools from which to choose. The internet, BIM, Photoshop, Google Earth and the entire Microsoft suite give us an exciting selection of software from which to use. However, our vision, imagination and creativity come from within ourselves. This will remain the same regardless of the technologies available. I was fortunate enough to experience the exciting beginnings of CAD (AutoCAD 2.1) and the integration of computer use in architecture at the university level in the early 1980â&#x20AC;&#x2122;s. The newness and possibilities seemed endless at the time. Professors assigned to teach the new technologies, once in a while, became the students themselves.

I began my CAD experiences on a state-of-the-art Intergraph work station like the image above. Personal computers were coming of age and finding themselves at the heart of any progressive firm. Word processing, spread sheets, laser printers, raster to vector conversions and CAD were all being tried, tested and integrated into practices across the country. Still, the Mayline, Kohinoor pen, mylar, triangle and circle template did not vanish as fast as the industry

predicted. I expect that there are still some old hold-outs to all of this new fangled computer stuff even today.

I was effectively raised professionally during a time of rapidly changing architectural practice. I embraced the new technologies and held on to some of the old tools. (Yes, I still have an electric eraser and erasing shield) Not the least of which is the art of hand sketching and communicating ideas quickly. I love Prismacolor markers, Stadler Lumicolor black pens, yellow trace paper and gridded notepads. I equally love the speed at which I can generate a digital massing concept from a few sketches and have a perspective view in a very short amount of time. BIM, Photoshop and a good scanner cannot be beat. I feel that a successful Architect focuses on communication. The skill to effectively communicate a vision, a space, a concept and a dream is one of my definitions of practicing great architecture. Another definition I have heard and enjoy is architecture = art + science. I believe one definition of art in this equation to be the imagination, creativity and visionary skills of the individual. I also submit that art is clear, concise communication.

Communication with the client, design team and all the skilled people needed to create a successful Project. I interpret the science variable in this equation to mean a number of different things. First, I take it to mean the science of how to put a building together structurally, how the pieces and parts fit together. Also, I extend the meaning of science to include the earth sciences; from climate to daylight to natural resources. Finally, I see science as the sy in sy-fi. I will admit it, I am a technology geek. Buildings will continue to be built, clients will still expect projects that are on-time and within budget and architects will continue to design. Our tools may change, but the process will remain the same: we imagine, dream, draw and create.

The more things change, the more they remain the same. Alphonse Karr

Mike Sloter is an Architect living in Ames, Iowa. He can be contacted directly at (515) 402-3962 or mjsloteraia@yahoo.com.

Ink on Mylar (1988)

Table of Contents Michael J. Sloter, AIA

Ink on Mylar (1988)

Introduction

3 - Residential 4 - Commercial 5 - Multi-Family 6 - Educational 7 - Faith Based

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

1 - Introduction 2 - Mixed Use

Massing/Color Study (2004)

Cyclone Plaza 200 Stanton Avenue, Ames, IA Located directly to the south of Iowa State Universiyâ&#x20AC;&#x2122;s campus, this Mixed-Use building houses commercial spaces and parking on the first floor and student housing above. With the zoning height restricted to 7 stories, the Owner chose to construct two stories of two level apartments that included mezzanines. The mezzanines were not considered stories.

Year: 2000-2001 Roles: Project Architect Project Designer Construction Administrator

Concept Rendering -ArchiCAD, ink, colored marker

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Construction Drawings -ArchiCAD -led a team of 5

First Floor Plan

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Legacy Tower 117 Stanton Avenue, Ames, IA This Project is located directly to the south of Iowa State Universiyâ&#x20AC;&#x2122;s campus. The building includes seven stories with First through Third Floor Commercial and Parking space and four floors of multi-family residential units. The four floors (4, 5, 6, 7) house multi-level units. Year: 2002-2003 Project Architect Roles: Project Designer Construction Administrator Area: 186,866 square feet Materials: Precast concrete skin Kalwall Aluminum panels Structure: Stagger steel trusses hollow-core precast

Mixed Use

Rendering

-ArchiCAD, 3D Studio Max (by others), Photoshop

Photograph of completed construction

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Mixed Use

Concept Sketch

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Two Level Grill and Bar

Mixed Use

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Mike and Karen Sloter Residence 3312 Cedar Lane, Ames, IA

Roles: Area: Year: Cost: Sold:

Owner, Architect, Carpenter 3,600gsf 1999 $210,000 $350,000 in 2008

View from Front

Eating Great Room Bonus Room above Garage

Mud/ Laundry

Beautiful, custom designed 1999 Parade home on over an acre lot of landscaped yard. 12ft ceiling in Great Room, 9ft throughout, screened porch overlooking 3 acre pond, walkout basement to patio and attractive flower garden. Minutes from ISU and downtown.

Screened Porch

Kit.

Master BR

Foyer Office/Den

Main Floor Plan

Residential

Storage/ Mech Furn.

BR 1

View from Rear

BR 2

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

BR 3 Michael J. Sloter, AIA

Family Room

Lower Floor Plan

Office/Den -custom designed millwork

Kitchen -hickory cabinets -p.lam counters w/ solid surface edging -solid core oak wood doors throughout -9’-0” ceilings -3/4” solid prefinished oak flooring (self-installed) Foyer

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Master Bedroom

View to Kitchen and Eating

Residential

Great Room -self designed and built hearth & mantle -12â&#x20AC;&#x2122;-0â&#x20AC;? ceiling w/ lighted soffit -views to pond

Family Room

Theta Chi Fraternity House Drake University, Des Moines, IA Situated in the heart of a residential neighborhood this Greek Fraternity near Drake University is in the process of design for a new house for itâ&#x20AC;&#x2122;s members. Roles: Business Development drawings Modeling/Rendering Preliminary Site Analysis

Site Plan w/ Schematic Contours

Residential

Existing Fraternity House

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Residential

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

BR-2

Laundry

BR-2

BR-4

Restroom

Tele

Mech.

BR-2

BR-3

BR-2

Roof Below

Upper Level Plan

North

View from Northeast

1/8"=1'-0"

Kitchen

Parlor

Pantry

Parent Room

BR-2

Alumni Room

W/D

Foyer

New Parking 32 Spaces

Activity Room

Library Dining Room

Vest.

Main Level Plan

North

Patio

1/8"=1'-0"

Storage

Stor. Vest.

Activity Room

Forest Avenue

Porch

Patio

Mech

Property Line Unexcavated

Lower Level Plan

North

1/8"=1'-0"

Theta Chi Fraternity New house at Drake University

Site Plan 1"=10'

34th Street

Theta Chi Fraternity New house at Drake University

North

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Residential

Concept with Timber/EIFS Gables

Final Schematic Rendering -revised gable ends to all brick -revised flag graphics to read correctly -all revisions in ArchiCAD and Photoshop (3.5hrs)

Warrior Station

40, 60 & 64 West Hickman Road, Waukee, Iowa In general, the Project consists of a 24,333 gsf one story professional office commercial building with two partial basements. Speculative Tenant space is planned for 40 Hickman Rd., an orthodontic clinic for 60 Hickman Rd. and a pediatric dentist for 64 Hickman Rd.. The partial unoccupied basements are intended to house mechanical equipment and storage. Roles: Project Architect/Designer Contract work with structural engineer Building Code Analysis and Code Plan Coordinate with Civil Engineer Software: ArchiCAD

Commercial

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Northeast View from Hickman

15'-4" 12'-0"

Material Key

MASONRY 1 (M1) - UTILITY (4x4x12) BRICK, 1/3 RUNNING BOND, TERRA COTTA COLOR AS SELECTED BY OWNER

4'-0"x6'-8" WINDOW

MASONRY 2 (M2) - SPLIT FACED CMU, COLOR: "MIDNIGHT" AS MANUFACTURED BY ANCHOR BLOCK COMPANY

3'-4"

60'-0"

60'-0" 186'-8"

60'-0"

3'-4"

South Elevation

MASONRY 3 (M3) - UTILITY (4x4x12) BRICK, 1/3 RUNNING BOND, BUFF/BLOND COLOR AS SELECTED BY OWNER

1/16"=1'-0"

MASONRY 4 (M4) - CAST STONE SILL, ITEM E201, COLOR: LIMESTONE AS MANUFACTURED BY EDWARDS CAST STONE EIFS 1 (E1) - COLOR: TO MATCH M3 GREEN ASPHALT SHINGLES (TYP) 4::12 PITCH

35'-5"

STRUCTURAL SYSTEM: WOOD FRAME ON POURED CONCRETE FOOTINGS AND FOUNDATIONS

Accent Materials M2 + E1 Elevation South North East West

Total Area (s.f.) 2,160.1 2,452.5 1,775.9 1,707.6

M4 M3

Brick, Stone, Glass (s.f.) 1,514.8 1,846.1 1,311.9 1,219.5

% of Total 70.1% 75.3% 73.9% 71.4%

EXTERIOR DOOR PAINTED TO MATCH M1 COLOR

8'-0"x2'-8" WINDOW

15'-8" 3'-4"

22'-8" 54'-0"

Warrior Station

40, 60 and 64 West Hickman Road, Waukee, IA 06/01/2010

Submittal to City for Site Plan Approval -originals 11x17

15'-8"

4'-0"x6'-8" WINDOW

24'-8"

15'-4"

Brick, Stone, Glass M1 + M3 + M4 + glass (windows + frames)

18'-0" 12'-0"

Material Percentages

CLEAR ANODIZED ALUM. STOREFRONT

22'-8" 72'-0" 186'-8"

24'-8"

15'-8"

22'-8" 54'-0"

15'-8" 3'-4"

North Elevation

1/16"=1'-0" Page 1 of 2

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA 35'-5"

Northwest View from Hickman

15'-4"

18'-0" 15'-4" 12'-0"

Southwest View from SE Laurel

3'-4" 3'-4"

52'-8"

22'-8" 128'-0"

8'-0"

52'-8" 8'-0 1/16"

West Elevation

1/16"=1'-0"

Southeast View from SE Laurel E1 E1

Front

Right (L sim)

Rear M1

6'-5"

18'-0"

PAINTED (GREY) METAL GATE

11'-4"

1/16"=1'-0"

52'-8" 8'-0"

40, 60 and 64 West Hickman Road, Waukee, IA 06/01/2010

8'-0"x2'-8" WINDOW

Dumpster Enclosure Warrior Station

Note:

Reference Page 1 for Material Key

22'-8" 128'-0"

52'-8"

3'-4" 8'-0"

3'-4"

East Elevation

1/16"=1'-0" Page 2 of 2

Commercial

4'-0"x6'-8" WINDOW

24'-0" WIDE DRIVE AND PARKING

Description of Work: In general, the Project consists of a 24,333 g.s.f. one story professional office commercial building with two partial basements. Speculative Tenant space is planned for 40 Hickman Rd., an orthodontic clinic (dentist per Sec. 304.1) for 60 Hickman Rd. and a pediatric dentist for 64 Hickman Rd.. The partial unoccupied basements are intended to house mechanical equipment and storage.

340

Occupancy:

40 Hickman Rd.

15,932 S.F. 'B' or 'M' Occupancy 159 occ. (1/100 gross) 2 exits per Table 1015.1

60 Hickman Rd.

3,630 S.F. 'B' Occupancy 37 occ. (1/100 gross) 1 exit OK, Table 1015.1 2 exits provided 170

340

(1 /3 18

PROVIDE HORIZ. FIRE BLOCKING @ 10'-0" A.F.F. MAX. PER SEC. 717.2.2 (2.)

64 Hickman Rd.

170

3,657 S.F. 'B' Occupancy 37 occ. (1/100 gross) 1 exit OK, Table 1015.1, 2 exits provided

GENERAL G-1 COVER / CODE INFORAMATION

Allowable Area Calculations: Sec. 506 For 'B' or 'M' Occupancies {At + [At x If] + [At x Is]} (Equation 5-1) Aa = = {9000 + [9000 x 0.348] + [9000 x 2]} Aa = 30,132 square feet

2/6 3/6 4/6 5/6 6/6

F= P= W=

NO.

CIVIL

Use Nonseparated occupancies, Sec. 508.3.2 per 508.3. Allowable Areas: 1st Floor Allowable Area Proposed Area 'B' 30,132 s.f. > 24,333 s.f. -Basement is not included in Allowable Area calculations as it complies with Sec. 506.1.1

Basement 805 S.F 'B' Occupancy 9 occ. (1/100 gross) 1 exit OK, Table 1015.1

Status OK

Unlimited Unprotected openings -All exterior walls have greater than 30 feet of Fire Separation Distance Concealed Spaces - Sec. 717 Sec. 717.2.2 (2.) - Provide horizontal fire blocking at 10'-0" maximum above finished floor at Suite separation walls. Sec. 717.4.3 Draftstopping in attics. Not required per Exception. Accessibility Accessibility is provided for all spaces as required. NORTH

STORMWATER DETENTION BASIN NOTE: REFERENCE SITE PLAN FOR SPECIFIC DRIVE AND OPEN SPACE CONFIGURATION.

COVER SHEET TOPOGRAPHIC SURVEY/SITE DEMOLITION PLAN DIMENSION PLAN GRADING PLAN UTILITY PLAN LANDSCAPE PLAN

STRUCTURAL S-1 FOUNDATION PLAN S-2 TRUSS PROFILES, ROOF TRUSS PLAN S-3 FOUNDATION SECTIONS S-4 FRAMING SECTIONS, SHEAR WALL ELEVATIONS

ISSUE NUMBER 1 2 3 X X X X X X X X X X X X X X X

DRAWING LOG

<10 ft. & > 30 ft.

Exterior Walls (Sec. 704) Table 704.8 - Maximum Area of Exterior Wall Openings

170

DRAWING TITLE

ARCHITECTURAL A-1 MAIN FLOOR PLAN A-2 ELEVATIONS A-3 ELEVATIONS, ROOF PLAN, CEILING PLAN A-4 DETAILS, SECTIONS

400' (subtracted access to south elevation due to stormwater detention basin) 588' [(188x30)+(144x30)+(188x0)+(144x30)]/588 = 24.29'

Fire Resistance Ratings for Building Elements (Table 601) Element Material Rating Structural frame any 0 hour Exterior bearing wall any 0 hour Interior bearing wall any 0 hour Exterior nonbrg. wall any 0 hour Interior nonbrg. wall any 0 hour Floor construction any 0 hour Roof construction any 0 hour

30'-0" MIN. +/- TO PROPERTY LINE @ R.O.W.

Construction Documents

DRAWING INDEX

Allowable Height: Consider more restrictive requirement ('M' occupancy) for height allowance. Required: 1 story or 40' (Table 503) Provided: 1 story, 36' +/-. Therefore, OK

Frontage Increase, Sec. 506.2 If = [F/P-0.25]W/30 If = [400/588-0.25]24.29/30 = 0.348

2'8"

170

EGRESS COMPONENT OCCUPANT CAPACITY (TYP.)

Sprinkler System: -NFPA 13 system located throughout the building including the basements.

40, 60 & 64 W. Hickman Road

111'-4" +/- TO PROPERTY LINE

3" 4'11

AP PR O X. 61 '-0 ")

Basement 1,356 S.F 'B' Occupancy 14 occ. (1/100 gross) 1 exit OK, Table 1015.1

24'-0" WIDE DRIVE AND PARKING

46'-0" +/- TO PROPERTY LINE 24'-0" WIDE DRIVE AND PARKING

IT EX

N TIO RA PA SE

'B', 'M'

Construction: V-B

170 K ,O RE FO RE HE ,T " '-0 61

ISSUE NO. DATE 1 07/09/2010 2 3

PURPOSE Pricing/Building permit submittal

CERTIFICATION: I HEREBY CERTIFY THAT THE PORTION OF THIS TECNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA 06/30/2011

06/09/2008

REGISTRATION EXPIRES

DATE ISSUED No. 6133

JOSHUA A. SKOW

REGISTRATION

Sheets covered by this seal: G-1, A-1, A-2, A-3, A-4.

-responsible for design and content of sheets G-1, A1-A4

CODE PLAN

SCALE: 1/16" =

1'-0"

jas mjs

07/09/2010 10-021

CERTIFICATION: I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

COVER / CODE INFORMATION

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

Waukee, IA 50263

BUILDING CODE INFORMATION - 2006 IBC

81'-0" +/- TO PROPERTY LINE

AND AT 1 COAT ROD 1 COAT SHELF ACOUSTICAL CEILING TILE ABOVE FINISHED FLOOR ALUMINUM BOTTOM OF BUILDING BOTTOM COLORED CONCRETE, SEALED CONCRETE CONTINUOUS CARPET CONCRETE, SEALED DIAMETER DIAGONAL DISTANCE DOWN DOWNSPOUT FLOOR DRAIN FINISHED FLOOR ELEVATION FOOTING FACE OF GAUGE GRAB BAR GENERAL CONTRACTOR GYPSUM WALLBOARD HARDWARE HORIZONTAL MATERIAL MAXIMUM MINIMUM MANUFACTURER METAL MECHANICAL MIRROR NOMINAL ON CENTER OCCUPANTS OPPOSITE HAND ORIENTED STRAND BOARD PRESSURE TREATED PAINTED RADIUS REFERENCE REQUIRED RIGHT OF WAY SCHEDULE SUSPENDED GWB SANITARY NAPKIN DISPOSAL STRUCTURAL TOUNGE AND GROVE TOP OF TO BE DETERMINED TOP OF TOILET TISSUE DISPENSER TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICLE WITH WOOD YEAR

Warrior Station - Building Shell

ABBREVIATIONS

& @ 1R 1S ACT AFF ALUM B/ BLDG BTM CCS CONC CONT CPT CS DIA DIAG DIST DN DS FD FFE FTG FO GA GB GC GWB HDWR HORIZ MATL MAX MIN MNFR MTL MECH MR NOM OC OCC OPHND OSB PT PTD R REF REQD ROW SCH SGWB SND STR T&G T/ TBD TO TTD TYP UNO VCT VERT W/ WD YR

No. 13567 DUANE E. JENSEN

Sheets covered by this seal: S-1, S-2, S-3, S-4

REGISTRATION

G-1

15'-8" 11'-8"

4'-0"

24'-8" 14'-0"

2'-8" 4'-0"

3'-4"

4'-0"

24'-8" 14'-0"

4'-0"

2'-8"

5'-8"

15'-8" 8'-0"

3'-4"

2'-0"

15'-8" 8'-0"

5'-0"

3'-4"

4 ABOVE 1

8'-0" 2

ARCHITECTURAL FINISH FLOOR ELEVATION +0'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 1026.75 FEET.

PLAN SYMBOL 1 INDICATES WALL TYPES. REFER TO SHEET A-1 FOR WALL TYPES.

GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICAL SUBCONTRACTOR.

8'-0"

ALL WALLS SHALL EXTEND TO UNDERSIDE OF STRUCTURE OR DECK ABOVE UNLESS NOTED OTHERWISE.

ALL WOOD FRAMING INDICATED TO BE IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

10.

MASONRY CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON THE BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISES OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS.

11.

GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGH CONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPLIERS.

7'-4"

6 A-4

EXTENTS OF BASEMENT BELOW

63'-6"

64'-0"

8'-0"

WALL TYPES 7 A-4

FLOOR: STONE DRAINAGE MATERIAL ONLY, SLAB BY FUTURE TENANT.

48'-1"

12'-4 1/2"

-4" (NOM.) MASONRY (REF. ELEVATIONS) -AIR SPACE -AIR INFILTRATION BARRIER ("TYVEK" OR EQUAL) -7/16" OSB SHEATHING -R19 UNFACED BATT INSULATION -2x6 WD. STUDS @ 16" O.C. -4 MIL. VAPOR BARRIER -5/8" GWB* (*INSTALLED BY TENANT DURING BUILD-OUT) NOTE: ALL EXTERIOR WALLS ARE TYPE 1 U.N.O

-4" (NOM.) MASONRY (REF. ELEVATIONS) -AIR SPACE -AIR INFILTRATION BARRIER ("TYVEK" OR EQUAL) -7/16" OSB SHEATHING -2x6 WD. STUDS @ 16" O.C.

-R19 UNFACED BATT INSULATION -2x6 WD. STUDS @ 16" O.C. -4 MIL. VAPOR BARRIER -5/8" GWB*

-5/8" GWB -BLOWN-IN CELLULOSE INSULATION -2x6 WD. STUDS @ 16" O.C. -5/8" GWB

-5/8" GWB -BLOWN-IN CELLULOSE INSULATION -2x6 WD. STUDS @ 16" O.C. -7/16" O.S.B. BY FRAMER -9/16" AIR SPACE -2x6 WD. STUDS @ 16" O.C. -5/8" GWB

-TBD NON-LOAD BEARING WALL TYPE BY TENANTS

-7/16" O.S.B. BY FRAMER -2x6 WD. STUDS @ 16" O.C. -7/16" O.S.B. BY FRAMER

8'-0"

2x6 FRAMING ABOVE W/ 7/16" SHEATHING AND 1" EIFS, REF. ELEVATIONS FOR LOCATIONS, TYP. AT ENTRIES AND OVERBUILD

1 1/2"

8'-3"

3'-4"

4'-0"

1 3'-4"

11'-4"

8'-0"

2 A-4

22'-5"

4 ABOVE

3'-0"

3'-4"

2 A-1

10'-4"

11'-4"

11'-11"

TYPICAL FLOOR: REINFORCED CONCRETE SLAB ON GRADE OVER 8 MIL. VAPOR BARRIER ON STONE DRAINAGE MATERIAL. REF. STRUCT. FOR THICKNESSES AND REINFORCING.

4'-0"

3'-4"

1 3 A-4 SIM.

1 63'-6"

GAS METERS

3'-10"

1 A-4

22'-2" 10'-4" 52'-8"

7 A-4

6 A-4

3'-4"

ALIGN

SUMP PIT IN BSMT.

10 1/2"

2'-8"

B 1

10'-4"

6" SAN.

4'-0"

TEMP. GUARDRAIL HEIGHT CONSTRUCTION BARRIER AT FLOOR OPENING

13'-0"

23'-0"

ELEC. METERS 1

FLOOR OVER BASEMENT: 2" CONCRETE TOPPING OVER 10" DEEP HOLLOW CORE PRECAST CONCRETE

4'-0"

EXTENTS OF BASEMENT BELOW

11'-0"

2'-8" 4'-0"

11'-4"

4'-0"

52'-8" 11'-4"

64'-0"

4'-0"

FINISHED FLOOR ELEVATION: +0'-0" = 1026.75' ON SITE PLAN 1

34'-0"

3 A-2

4'-0"

22'-5"

1'-0"

8'-0"

16'-0" 128'-0"

3 4'-0"

4" DOMESTIC WATER LINE

3'-4"

6" FIRE SERVICE WATER LINE

1'-0"

16'-0" 2'-4" 3'-4" 2'-4" 4'-0" 4'-0"

jas

8'-0"

mjs

8'-0"

3 A-3

128'-0"

3'-4"

4'-0"

FLOOR SPOT ELEVATIONS ARE SHOWN THUS 00'-0".

2'-8"

5'-1 1/2"

52'-8" 11'-4"

4 A-4

ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

52'-8"

21'-0"

12'-10"

TEMP. GUARDRAIL HEIGHT CONSTRUCTION BARRIER AT FLOOR OPENING

31'-0"

3'-10 3/4"

FLOOR OVER BASEMENT: 2" CONCRETE TOPPING OVER 10" DEEP HOLLOW CORE PRECAST CONCRETE

SUMP PIT IN BSMT.

4'-0"

EXTENTS OF BASEMENT BELOW

4'-0" 6'-0 1/2"

11'-0"

11'-4"

1 1/2"

2'-8" 4'-0"

22'-8"

7'-4"

6'-11"

DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWN NOMINAL. ALLOW FOR 1/4-INCH SHIMMING AND SEALANT OF EXTERIOR FRAMES.

8'-0"

TYP. @ ALL PILASTERS

3'-4"

3 A-4

3 1 1/2"

3'-4"

11'-11"

8'-11"

8'-0"

SIM.

GENERAL NOTES APPLY TO ALL DRAWINGS

A 3 A-4

2'-8"

5 A-4

07/09/2010 10-021

1 2'-8" 4'-0"

10'-4"

4'-0"

10'-4"

4'-0" 60'-0"

10'-4"

4'-0"

10'-4"

2'-8"

4'-0"

12'-0"

4'-0"

14'-8" 60'-0" 180'-0" 2 A-2

4'-0"

12'-0"

4'-0"

2'-8" 2'-8" 4'-0"

6'-8"

4'-0"

6'-8"

4'-0"

11'-8"

3'-4"

10'-4"

4'-0"

60'-0"

MAIN FLOOR PLAN

11"

2'-8" 11"

MAIN LEVEL SCALE: 1/8" =

1'-0"

NORTH

3'-4"

PLAN DETAIL SCALE: 3/4" =

1'-0"

A-1

Commercial

3'-4" 4'-0"

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

4'-0"

54'-0" 16'-0"

Waukee, IA 50263

3'-4" 9'-0"

SIM.

40, 60 & 64 W. Hickman Road

4'-0"

2 A-4

Warrior Station - Building Shell

15'-8" 2'-8"

54'-0" 16'-0" 8'-0"

Michael J. Sloter, AIA

GENERAL NOTES

1 A-2 180'-0" 72'-0" 16'-0"

11'-4" 8"

11'-4"

TRASH ENCLOSURE NOTES: 1. REF. STRUCT. FOR FOOTING/FOUNDATION INFORMATION 2. TYP WALL CONSTRUCTION: -DECORATIVE MASONRY, REF KEY -4x8x16 GREY CMU AT INTERIOR WYTHE 3. GATE TO BE PTD MTL, COLOR TO MATCH MASONRY M2 4. PROVIDE 10" WIDE X 4" (NOM) TALL CAST-STONE CAP, COLOR TO MATCH MASONRY M4 5. COORDINATE FINAL GRADE ELEVATIONS W/ CIVIL DRAWINGS

SLOPE SLAB

PLAN

E2 E1 E2

NORTH

"KNOX-BOX" SERIES 3200 W/ RECESSED MOUNTING KIT. COORD. FINAL LOCATION W/ LOCAL FIRE DEPT.

6'-8"

3/4"

MAIN LEVEL ±0"

EAST ELEVATION

BASEMENT -9'-4"

(NORTH OP HND)

SCALE: 1/8" =

1'-0"

EAST ELEVATION SCALE: 1/8" =

1'-0"

E2 E1 E2

"KNOX-BOX" SERIES 3200 W/ RECESSED MOUNTING KIT. COORD. FINAL LOCATION W/ LOCAL FIRE DEPT.

MAIN LEVEL ±0"

BASEMENT -9'-4"

SOUTH ELEVATION SCALE: 1/8" =

1'-0"

MATERIAL KEY MASONRY 1 (M1) - UTILITY (4x4x12) BRICK, 1/3 RUNNING BOND, COLOR AS SELECTED BY OWNER MASONRY 2 (M2) - SPLIT FACED CMU, COLOR: "MIDNIGHT" AS MANUFACTURED BY ANCHOR BLOCK COMPANY

COMMERCIAL GRADE MTL. GUTTER, COLOR TO MATCH SHINGLES

MASONRY 3 (M3) - UTILITY (4x4x12) BRICK, 1/3 RUNNING BOND, COLOR AS SELECTED BY OWNER

6"X4" MTL. DOWNSPOUT, COLOR TO MATCH MASONRY M2

E2 E2

E1 8" 8" 8" 4'-0" 2'-0"

E1 E2

8" 2'-8"

1'-4"

Knockouts for alarm wire conduit

CJ W

MASONRY 4 (M4) - CAST STONE SILL, ITEM E201, COLOR: LIMESTONE AS MANUFACTURED BY EDWARDS CAST STONE EIFS 1 (E1) - COLOR: DARK GREY TO MATCH M2 ABOVE EIFS 2 (E2) - COLOR: TO MATCH M3 ABOVE

2'-8"

Trim rebar for tie-in to wall if necessary

6" H

ounting kit may be fastened to inside e form or set in place during masonry n. Wiring conduit may be connected out hole(s) in the shell housing.

ake care to make sure that the front using, including the cover plate and flush with the finish wall. Leave cover ace until the KNOX-BOX is ready for e. The four (4) mounting studs may h Grade 5 or Grade 8 bolts or longer . Two (2) long sheet metal screws are achment of shell housing to the inside rm. With the housing held firmly in (2) 1/8” holes through the form wall g front cover. Insert screws and pull ainst form wall. Remove screws before

RMK shell is mounted in wall during new construction

KNOX-BOX® mounts inside RMK shell after completion of construction

MAIN LEVEL ±0"

jas mjs

07/09/2010 10-021

4"D

ELEVATIONS

NOTE: ALL MASONRY INDICATED AS M2 2'-8" A.F.F. OR MORE TO BE 1/2" OUT FROM FACE OF ADJOINING MASONRY, TYP AT ALL ELEVATIONS. REF. SECTIONS.

Recessed Flange Mounting studs provided inside RMK shell to accommodate KNOX-BOX®

Concrete or masonry wall construction

BASEMENT -9'-4"

KNOX-BOX® 3200

MOUNTING INSTRU

Surface and Re Mounted

Hinged Door M

Issue Date: July 2

call:

nsions: 6-1/2"H x 6-1/2"W x 5"D

Recessed Mounting Using Recessed Mounting Kit (RMK)

h security products inets, key switches, devices.

cessed Mounting Kit is for use in new onry construction only. The kit includes and mounting hardware to be cast-in-BOX is mounted into the shell housing n is completed.

ing Kit (RMK)

Waukee, IA 50263

40, 60 & 64 W. Hickman Road

SOUTH ELEVATION

TRASH ENCLOSURE

Warrior Station - Building Shell

2'-3"

WEST ELEVATION

2'-0"

NORTH ELEVATION SCALE: 1/8" =

1'-0"

A-2

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

DOOR AND FRAME NOTES 1.

DIMENSIONS OF ALL OPENINGS TO BE FIELD VERIFIED PRIOR TO FABRICATION.

PROVIDE 1/4" (10) SHIM AND SEALANT AT ALL EXTERIOR OPENINGS.

FULLY GROUT ALL EXTERIOR AND INTERIOR HEADS, JAMBS, AND SILLS OF HOLLOW METAL FRAMES WITHIN MASONRY WALLS.

ELEVATIONS OF DOOR AND FRAME TYPES ARE FOUND ON SHEET A-3.

WHERE FRAMES ARE BEING WELDED TO STEEL COLUMNS AND SUPPORTS PROVIDE SEALANT IN BETWEEN WELDS.

LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS.

ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FINISH

ALL GLASS TO BE 1" INSULATED, COLORED. COLOR AS SELECTED BY OWNER. TEMPERED GLASS WHERE INDICATED (T)

4'-7"

16'-0" 6'-2"

4'-7"

E1 E2

2'-8" 2'-4"

2'-0"

MAIN LEVEL ±0"

4'-7"

3'-0"

2" 3'-2"

C ALUMINUM

DS BELOW

DS BELOW DS

15'-4"

DS DS

NOTE: LOATIONS OF CAN LIGHTS INDICATED TO BE VERIFIED W/ TRUSS LAYOUT.

5'-8" 9'-8" 9'-8"

DS BELOW

5'-8"

18'-0"

2'-0"

TYP. DIM. AT ENTRIES AND OVERHANGS

18'-0"

5'-7" 5'-7"

15'-4"

2'-0"

DIRECTION OF SLOPE (TYP.) DS 4::12 PITCH (TYP.)

2'-0"

NOTE: ALL CEILING/SOFFIT HEIGHTS TO BE TO UNDERSIDE OF STRUCTURE ABOVE, TYPICALLY 12'-0" +/- U.N.O.

ASPHALT SHINGLES (30 YR.) OVER 30# FELT. REF. STRUCT. FOR SHEATHING. COLOR AND STYLE AS SELECTED BY OWNER.

jas

2'-0"

DOWNSPOUT (DS) TYP.

2'-0"

5'-4"

REFLECTED CEILING PLAN SCALE: 1/16" =

1'-0"

TYP. DIMENSIONS AT CORNERS

ROOF PLAN NOTES

mjs

07/09/2010

5'-4"

ILLUMINATED EXIT SIGN W/ BATTERY BACK-UP, TYP. FINAL LOACATIONS MAY VARY W/ EACH TENANT IMPROVEMENT DESIGN

COORDINATE SIZE AND LOCATION OF ROOF PENETRATIONS WITH MECHANICAL AND ELECTRICAL.

SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS.

10-021 ELEVATIONS, ROOF PLAN, CEILING PLAN

ROOF PLAN SCALE: 1/16" =

1'-0"

A-3

Commercial

18'-0"

Waukee, IA 50263

-CLOSER -LOCKSET (ENTRANCE) -GASKETS -BUMPERS

40, 60 & 64 W. Hickman Road

1'-0"

18'-0"

1'-0"

T HOLLOW B METAL -CLOSER -LOCKSET (ENTRANCE) -GASKETS -BUMPERS -PAINT DOOR TO MATCH MASONRY M1

-PANIC DEVICES (1 EA. DOOR) -CLOSERS (1 EA. DOOR) -LOCKSET (ENTRANCE) -GASKETS -BUMPERS

15'-4"

WEST ELEVATION SCALE: 1/8" =

A ALUMINUM

1 ALUMINUM

DOORS, WINDOWS AND FRAMES SCALE: 1/4" =

Warrior Station - Building Shell

2" 3'-4"

2 ALUMINUM

3'-4" 3'-0" 2"

3 ALUMINUM

10'-0"

4 ALUMINUM

3'-4" 3'-0" 2"

2'-6"

2'-6" 12'-0" 3'-8" 2"

3'-0"

4'-0"x4'-0"x3/4" PT PLYWD. W/ ALUM. BREAK MTL. COVERING (COLOR TO MATCH M1) FOR ELEC. AND GAS METERS, COORD. FINAL LOCATION W/ SUBONTRACTORS.

2" 2'-6" 6'-8" 2" 3'-8"

7'-4"

FIRE DEPT. CONNECTION

16'-0" 6'-2"

3'-4"

4'-7"

2" 2'-8" 2'-4"

2'-6"

4'-0" 3'-8"

2" 8'-8" 2'-6"

3'-8"

15'-4"

9'-4" 9'-0"

2" 1'-10" 2"

7'-2"

5'-9"

1'-10" 2"

16'-0" 2"

5'-9"

1'-10" 2"

2" 1'-10" 2"

12"x8" horiz. tube steel 6"x8" vert. tube steel

8'-6" 7'-6"

1'-0"

SIGNAGE AREA: -with frame: 99.17 s.f. -white only: 88.00 s.f. INTERNALLY LIGHT SIGN

2'-1 1/2"

11'-8" 10'-8"

15'-0"

60%

3'-4"

MASONRY TO MATCH BUILDING

9'-4"

4'-0"

8x12x16 CMU

2'-1 1/2"

ANODIZED ALUM. BREAK MTL. CAP

Front Elevation

8'-6" 6"

1'-0"

4 S2

9'-4" 8'-0"

±0"

HORIZ JOINT REINFORCEMENT

COTTON WEEPS 24" OC MAX

1/2" ±0"

GROUT RECESS SOLID AFTER ERECTION OF TUBE STEEL

1/2"

M1, M2 OR M3, REF ELEVATIONS 8X8X16 CMU 0

1 PLAN EXCERPTS FROM AND RESPONSES TO: SECTION 305.8, "SIGNS PERMITTED BY ZONING DISTRICT :" D. Multiple Tenant Monument Signs. Monument signage in planned commercial development with at least three (3) tenants, and over twenty-five thousand (25,000) square feet of gross building square footage is intended to provide primary development identification within a planned commercial unit. Additionally, such signage may provide advertisement to tenants of the development. In lieu of any other permitted monument sign, a multiple tenant sign shall be allowed on lots or tracts under single ownership, management or control, provided the following conditions are met: -FOUR (4) TENANT SPACES PROVIDED -TWENTY SIX THOUSAND FOUR HUNDRED NINTY FOUR (26,494) GROSS BUILDING SQUARE FEET PROVIDED

40, 50, 60, 64 East Hickman Road Waukee, Iowa 50263

1" GAP

8X8X16 CMU

5 1/2"

M1 OR M3

1/2"

INTERNALLY LIT ACRYLIC SIGN ABOVE

Warrior Station Monument Sign

15'-0" M2

3'-4"

BRONZE ANODIZED ALUM BREAK METAL OVER 1/2" PT PLYWD MIN SLOPE OF 1/4" PER 1'-0". GROUT TOP COURSE OF CMU SOLID, ANCHOR PLYWD W/ "TAPCON", COUNTERSINK ANCHORS FLUSH W/ TOP OF PLYWD

M2 M2

2 S2

11 5/8"

1'-4" 10'-6"

11'-8" M2

3'-4"

CONDUIT THROUGH FDN BELOW. ELECTRICIAN TO COORD EXACT LOCATION AND SIZE W/ SIGN COMPANY

PROVIDE SEALANT ALL AROUND AT TUBE STEEL PENETRATIONS

7 5/8"

1" GAP 2"

5 1/2"

1'-0 3/8" 7 5/8" 1'-0 3/8"

10'-8"

10'-6" INTERNALLY LIT SIGN

15'-0" 3'-4"

INTERNALLY LIT ACRYLIC SIGN

ACCESS HOLES IN TUBE STEEL. ELECTRICIAN TO COORD EXACT LOCATIONS AND SIZES W/ SIGN COMPANY

2'-8"

3 S2

PROVIDE REMOVABLE FACE PANELS. SIZE AND QUANTITY AS DIRECTED BY OWNER

8 3/4"

1'-4"

ACRYLIC SIGNAGE, FONT AS DIRECTED BY OWNER

11 5/8"

7'-6" INTERNALLY LIT SIGN

1'-0"

Submittal for City Approval

1'-0"

1410 SE Florence Drive Waukee, Iowa 50263 (515) 987-1221 Fax (515) 987-1261

SCALE: 1/4" =

ARNOLD ENGINEERING INC.

CONC, FTG./FDN.

1. Number of Signs. One (1) freestanding multiple tenant monument identification sign shall be permitted for each lot, or one (1) sign for each three-hundred (300) feet of street frontage, whichever is greater , subject to provision hereinafter specifically set out. A minimum distance of 200 feet shall separate each permitted multiple tenant monument sign. Developments that have frontage on more than one street will be permitted the use of a second sign. In no case shall more than two (2) multiple tenant monument signs be permitted for each lot. -TWO (2) SIGNS PROPOSED AS LOT HAS FRONTAGE ON TWO (2) STREETS

POURABLE STRUCT GROUT 4'-0"

2'-8"

11 5/8"

9'-4"

CONDUIT THROUGH FDN. ELECTRICIAN TO COORD EXACT LOCATION AND SIZE W/ SIGN COMPANY

4 FRONT/BACK ELEVATION

MATERIAL KEY

NOTES:

2'-8"

3 SIDE ELEVATION

1. ILLUMINATED SIGN CONNECTIONS (DESIGNED BY OTHERS) SHALL BE

2'-8"

2 SECTION

11 5/8"

2. Setback Requirement. The minimum setback required for monument signs shall be fifteen (15) feet. All signs shall have a side setback not less than the height of the sign. -FIFTEEN (15) FOOT SETBACKS PROPOSED

3. Sign Area. The total area of a sign shall be the actual square footage of one sign face. Double faced signs may be permitted with the maximum square footage permitted on each side. The maximum sign area of a multiple tenant monument sign shall not exceed one hundred (100) square feet. The copy area shall be limited to a single geometric shape unless it emulates the building form or feature. 4. Sign Size. The maximum height shall be fifteen (15) feet and the maximum width of the sign shall be twelve (12) feet. -AREA OF SIGN INCLUDING TUBE STEEL FRAME = 99.17 SQUARE FEET EA SIDE -HEIGHT = FIFTEEN (15) FEET; WIDTH = NINE FOOT FOUR INCHES (9'-4")

7. PROVIDE HIGH PERFORMANCE COATING, COLOR AS SELECTED BY OWNER,

ign Details

2'-8"

8 3/4"

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

4'-4"

7'-8"

+18'-1 1/8" 5" 5 1/2"

M1 PROVIDE POSSITIVE SLOPE AT EIFS AS RECOMMENDED BY MANFR. (TYP. ALL LOCATIONS)

REF. STRUCT FOR FRAMING

PROVIDE POSSITIVE SLOPE AT EIFS AS RECOMMENDED BY MANFR. (TYP. ALL LOCATIONS)

VENTED ALUM. SOFFIT

DRIP

8" (E1)

8" (E1) E2

13'-0"

11"

EXTRUDED RIGID INSUL. AT HEADER CAVITY. REF. STRUCT. FOR LINTELS.

1/2"

SELF ADHERED FLASHING PROVIDE COTTON WEEPS AT 32" O.C. @ ALL LINTEL LOCATIONS

2'-11" 5R @ 7"

WD. HANDRAIL, EA. SIDE, BRACING AND BLOCKING AS REQ'D.

12 4

4" 2"

2'-10"

9'-2" 10T @ 11"

6'-10" MIN.

3/4" PLYWD. DECKING EXPANSION ANCHOR

2x4 STRONGBACKS EA. SIDE OF STRINGERS

1'-11"

4" DRAIN TILES TO SUMP 2x4 PLATES

2'-10"

SELF ADHERED FLASHING PROVIDE COTTON WEEPS AT 32" O.C. @ ALL SILL LOCATIONS

3/4"

WALL BEYOND TO BE COMPLETED DURING TENANT IMPROVEMENT CONSTRUCTION 1'-0"

1'-0"

FUTURE 4" SLAB BY TENANT, REF. STRUCT.

M1; REF. ELEVATIONS, TYP.

3/4"

M1; REF. ELEVATIONS, TYP.

13'-9" 15T @ 11" 12'-10"

SELF ADHERED FLASHING, PROVIDE COTTON WEEPS AT 32" O.C. ±0"

±0" EXTRUDED RIGID INSUL.

8" EXPANSION ANCHOR

REF. STRUCT. FOR FOUNDATION AND FOOTINGS

2" EXTRUDED RIGID INSULATION 4'-0" MIN. HORIZ. AND VERT. 9'-4" 16R @ 7"

6'-10" MIN.

REF. STRUCT. FOR STOOP DETAILS

4" DRAIN TILE TO SUMP

-9'-4"

3/4" PLYWD. RISER

-1'-0"

7'-1 1/2"

1 1/4"

5/4" WD. TREAD

BRICK LEDGE, REF. STRUCT.

10" HOLLOW CORE PRECAST CONC. FLOOR SYSTEM W/ 2" CONC. TOPPING

WD. HANDRAIL, EA. SIDE, BRACING AND BLOCKING AS REQ'D.

2x12 STRINGERS, TOTAL OF 3 (SIDES AND CENTER)

3'-3"

STAIR 2 SECTION SCALE: 1/2" =

3'-3"

jas

2'-10"

mjs

2x4 STRONGBACKS EA. SIDE OF STRINGERS

11"

NOTE: REF. 1/A-4 FOR TYPICAL NOTES

07/09/2010

NOTE: REFERENCE STRUCT. FOR FRAMING DETAILS AND SIZING.

10-021

4" DRIAN TILES TO SUMP DETAILS, SECTIONS

2x4 PLATES

STAIR 1 SECTION SCALE: 1/2" =

1'-0"

1'-11"

SECTION SCALE: 3/4" =

1'-0"

ENTRY SECTION SCALE: 3/4" =

1'-0"

TYPICAL SECTION SCALE: 3/4" =

1'-0"

A-4

Commercial

REF. ELEVATIONS FOR MASONRY AND EIFS MATERIAL KEYS

2x12 STRINGERS, TOTAL OF 3 (SIDES AND CENTER)

Waukee, IA 50263

3/4" PLYWD. RISER

40, 60 & 64 W. Hickman Road

6'-5" 11R @ 7"

1 1/4"

5/4" WD. TREAD

Warrior Station - Building Shell

6'-9"

7'-1 1/2"

1/2" M2 4'-0 5/8"

2'-10"

1 1/2"

WALL BEYOND TO BE COMPLETED DURING TENANT IMPROVEMENT CONSTRUCTION

11"

2'-0 1/2"

1'-0"

7 5/8"

1 1/2"

SCALE: 3/4" =

2'-0 3/4"

DETAIL AT HOLLOW CORE

1'-0"

7 5/8"

DETAIL AT HOLLOW CORE SCALE: 3/4" =

45°

8'-9"

ROOF CONSTRUCTION -30 YR. ASPHALT SHINGLES -30# ROOFING FELT -WEATHER GUARD ICE SHIELD AT OVERHANGS (4'-0" MIN) -5/8" APA RATED PLYWD. -PRE-MANUFACTURED WOOD ROOF TRUSS -R-40 BATT OR BLOWN-IN INSUL. -5/8" GWB 4'-4" EXTEND 7/16" O.S.B. TO BTM. CHORD OF TRUSS

10"

1'-0"

REF. 2/S-3

2'-8 1/2"

1'-0"

REF. 3/S-3

7 1/2"

6'-5 1/2"

FDN. WALL

7 5/8"

10"HOLLOW CORE PRECAST CONCRETE

10" 2"

4" CONC. SLAB W/ THICKENED EDGE

10" 2"

2" CONC. TOPPING

10 3/4"

12'-10"

SHADED WALLS INDICATE EXISTING SHELL BUILDING CONSTRUCTION, TYP

-HOLLOW METAL -PRIMED AND PAINTED, COLOR AS SELECTED BY OWNER

Entry 117 CCS

6" PVC BELOW SLAB

117

3'-0"

4'-8"

6'-1"

2" 3'-4"

5'-11 1/2"

5'-0" 10'-0 1/2"

6" PVC BELOW SLAB

5'-0"

8'-3 1/2"

5'-6"

Records 118 CPT

4 6'-4" 2" 2'-10"

Break 108 VCT

RAISED PLATFORM OF PT 2x6'S @ 16" OC W/ 15/32" T&G STR SHEATHING

106

TTD FD

1'-6"

Door/Window Elevations SCALE: 1/4" =

REF PLAN FOR DEPTH

W 105 VCT

105

SND TTD FD

104

Business Office 104 CPT

PROTECT WATER SUPPLY W/ AN APPROVED BACKFLOW PREVENTER AT EACH SINK WHICH HAS A SPRAYER OR THREADS THAT COULD ACCEPT A HOSE.

16.

RESTROOM FLOOR AND WALL FINISHES TO BE A SMOOTH, HARD, NONABSORBENT SURFACE. THE MINIMUM WALL SURFACE FINISH IF PAINTED IS EPOXY PAINT, OR OTHER MOISTURE RESISTANT MATERIAL.

-5/8" GWB (LEAD FACED WHERE INDICATED) -3 5/8", 20 GA. MTL. STUDS @ 16" O.C. TO DECK ABOVE -SOUND BATT INSUL. WHERE INDICATED -5/8" GWB

1 COAT ROD 1 COAT SHELF ABOVE FINISHED FLOOR ALUMINUM COLORED CONCRETE, SEALED CARPET CONCRETE, SEALED DOWN FLOOR DRAIN FACE OF GRAB BAR GYPSUM WALLBOARD HARDWARE MATERIAL

MECH MECHANICAL MR MIRROR NOM NOMINAL OC ON CENTER OP HND OPPOSITE HAND PT PRESSURE TREATED PVT PRIVATE R RADIUS REF REFERENCE SCH SCHEDULE S GWB SUSPENDED GWB SND SANITARY NAPKIN DISPOSAL STR STRUCTURAL T&G TOUNGE AND GROVE T/ TOP OF TTD TOILET TISSUE DISPENSER VCT VINYL COMPOSITION TILE W/ WITH

50 E. Hickman Rd.

60 E. Hickman Rd.

Project Location

Vestibule

Entry 101 CCS 1

COATS 1R, 1S

For Building Code Analysis reference Construction Drawings for shell building by JCorp, Inc. dated 07/09/2010

101

4'-5"

7'-6"

4'-8 1/2"

1'-3"

54 E. Hickman Rd.

64 E. Hickman Rd.

1'-6" 7'-6"

7'-4 3/4"

4'-7 3/4"

Project Number:

7'-3 7/8"

18"

36" 24"

15"

MIN.

40" 33"

15" 30" CLEAR MIN.

Restroom Elevation 1'-0"

Women - 105 SHOWN, Men - 106 OP HND

12"

10-003

Key Plan SCALE: 1/32" =

NORTH

1'-0"

Drawing Index

NO.

TTD

DRAWING TITLE

GENERAL 1 FLOOR PLAN, DOORS, FRAMES 2 REFLECTED CEILING PLAN, DETAILS 3 CASEWORK PLANS, ELEVATIONS

17"-19"

60" MIN. 18"

40" MAX.

29"

42" CLEAR MIN.

33"

EXIT SIGNS TO BE LED TYPE W/ BACK-UP POWER.

15.

40 E. Hickman Rd.

39"

SCALE: 1/4" =

107 Util. FD 107 CS

2x2 POLYRESIN 1'-3" MOP BASIN

1'-6" 8'-7 3/4"

PROVIDE EMERGENCY LIGHTING AS REQUIRED.

14.

1'-0"

REF PLAN FOR WIDTH

STRUCTURAL MODIFICATIONS TO EXST'G. ROOF TRUSSES NOT PERMITTED.

13.

M 106 VCT

FIRE SPRINKLER AND ALARM PLANS TO BE SUBMITTED TO VERIFY APPROPRIATE PROTECTION.

12.

2'-0"

2'-6"

11.

6 1/4"

8'-0"

4'-11"

Pvt. RR 109 VCT

3'-2"

2" 3'-4"

DOTTED LINE INDICATES SOUND BATT INSULATION TO UNDERSIDE OF STRUCTURE ABOVE (12'-0" +/-)

108 109

1'-0" CLEAR MIN.

110

3'-0 3/8"

3'-8"

20'-1"

Storage 110 CS 10'-0"

3'-8"

6'-8"

3'-6" 2" 1'-6" 1'-6" 2" 4'-11 3/4"

GENERAL CONTRACTOR SHALL FURNISH AND INSTALL 2x8 CONTINUOUS WOOD BLOCKING IN STUD PARTITIONS FOR ANCHORAGE OF WALL ATTACHED ITEMS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: GRAB BARS, VANITY UNITS, TOILET ACCESSORIES, HANDRAIL BRACKETS, CABINETRY, WALL MOUNTED FIXUTURES, ETC.

CPT CS DN FD FO GB GWB HDWR MAT'L

Reception 102 CPT

3'-0"

2'-6"

EXTERIOR WALLS TO RECEIVE 1 LAYER 5/8" GWB WITHIN TENANT IMPROVEMENT SPACE

11.

ALL WALLS TYPE 1 UNLESS NOTED OTHERWISE

+ 6 1/4"

Waiting 103 CPT CPT CCS

5'-0" 4'-8"

ALL WALLS SHALL EXTEND TO UNDERSIDE OF STRUCTURE OR DECK ABOVE UNLESS NOTED OTHERWISE.

10.

1R 1S AFF ALUM CCS

+0"

11'-3"

2'-6"

GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICAL SUBCONTRACTOR.

Abbreviations

Consultation 111 CPT

1'-3 5/8"

DASHED LINE INDICATES LEAD FACED GWB TO 8'-0" AFF

4'-0"

4'-11"

9'-0" 7'-2"

CEF 119 CPT

5'-0" 4'-8"

8 9

CPT CCS

SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ANY PENETRATIONS.

Wall Types

1/2 WALLS TO 48" AFF

118 6

PLAN SYMBOL 1 INDICATES WALL TYPES. REFER TO SHEET 1 FOR WALL TYPES.

6'-6 1/2"

ON DECK

3'-3"

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

5'-5"

ARCHITECTURAL FINISH FLOOR ELEVATION +0'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 1026.25' FEET.

111

1'-6"

6'-6 3/4"

GET READY

12'-9 1/2"

2" 1'-6"

2" 1'-6" 2" 3'-8" 3'-2"

11'-9 1/2"

12'-5" 2"

120

3'-6 1/2"

3'-0"

4'-5 1/2"

2" 3'-8"

1'-6" 4'-2 1/2" 2"

9'-0"

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

5'-6"

EXTENTS OF UNOCCUPIED MECH./STORAGE BASEMENT BELOW 5

3'-4"

6" PVC BELOW SLAB

3'-8"

Lab 116 VCT IT 120 CS 8'-1 1/4"

FLOOR SPOT ELEVATIONS ARE SHOWN THUS +0'-0".

12'-10"

C SL PV W 6" LO BE

Treatment 112 CPT

1'-6"

4'-0" 2"

-HOLLOW METAL

DIMENSION STRINGS REFERENCING OR BEGINNING FROM SUITE DEMISING WALLS ARE FROM FACE OF GWB.

2'-9 1/4"

26'-9 3/4"

1'-3"

ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

3.1.

12'-0"

3'-9"

24'-7"

5'-8" 7'-4 1/2"

13'-0"

9'-0"

4'-5"

3'-9"

4'-0"

18'-0"

8'-0" 2"

4'-0 5/8"

4'-0"

TYPE A

Pvt. RR 115 VCT

114

3'-7"

TYPE B

10"

TYPE C

115

1'-6"

1'-3"

19'-1 3/8"

Banding 113 CPT

DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWN NOMINAL. ALLOW FOR 1/4-INCH SHIMMING AND SEALANT OF FRAMES.

ISSUE NUMBER 1 2 3 X X

Restroom Elevation SCALE: 1/4" =

1'-0"

Women - 105 SHOWN, Men - 106 OP HND

Tenant Improvement for Warrior Station

Floor Plan SCALE: 1/4" =

1'-0"

ISSUE NO. DATE 1 10/25/2010 2 12/07/2010

Date:

12/07/2010 Sheet Contents: Floor Plan, Doors, Frames

Drawing Log

Project Name:

-ALUM. STOREFRONT

4'-0"

Office 114 CPT

12'-8"

-SOLID CORE WOOD DOOR -HARDWOOD AND FINISH AS SELECTED BY OWNER

TYPE 1 10 10 10 10 10 10 10 1 1 10 10 10 10

26'-9 3/4"

13'-3 3/4"

FRAME MAT'L. ALUM HM HM HM HM HM HM HM ALUM ALUM HM HM HM HM

DEPTH 4" NOM 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4" NOM 4" NOM 4 3/4" 4 3/4" 4 3/4" 4 3/4"

9'-9 1/2"

-SOLID CORE WOOD DOOR W/ GLAZING -HARDWOOD AND FINISH AS SELECTED BY OWNER

MAT'L. ALUM WOOD WOOD WOOD WOOD WOOD WOOD WOOD ALUM ALUM WOOD WOOD WOOD WOOD

4'-0"

DOOR HEIGHT TYPE 7'-2" A 7'-0" B 7'-0" B 7'-0" B 7'-0" B 7'-0" B 7'-0" B 7'-0" B 7'-2" C 7'-2" C 7'-0" B 7'-0" B 7'-0" B 7'-0" B

WIDTH 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-6" 3'-0" 3'-0" 3'-0" 2'-4" 2'-4" 3'-0" 2'-6"

DOOR # 101 104 105 106 107 108 109 110 111 114 115 117 118 120

4'-1 1/4"

GENERAL NOTES APPLY TO ALL DRAWINGS

Waukee, IA 50263

Door and Frame Schedule

40, 50, 54, 60 & 64 E. Hickman Road

DIMENSIONS OF ALL OPENINGS TO BE FIELD VERIFIED PRIOR TO FABRICATION. PROVIDE 1/4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS. ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FINISH. ALL GLASS TO BE 1/4", COLORED. COLOR AS SELECTED BY OWNER. TEMPERED GLASS WHERE INDICATED (T)

10'-0 3/4"

1. 2. 3. 4.

Warrior Station - 60 East Hickman Road, Tenant Improvement

General Notes

Door and Frame Notes

PURPOSE Building Permit submittal, NOT for Construction Added Door and Frame Information, FOR Construction

View into Lab

View from On Deck Area

Commercial

View from Entry

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Brewerâ&#x20AC;&#x2122;s Pub

2704 Stange Road, Avenue, Ames, IA An upscale bar for a college town, located in the classy neighborhood known as Somerset. Friendly staff, a huge selection of bottled beer, and a laid-back atmosphere make this a great place to unwind after work or class. Area: Year: Role:

2,470sf 2003 Project Architect

Commercial

Site before construction, 0ft lot line

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Commercial

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Westowne Apartments Mortenson Road, Ames, IA Multi-Family apartments above some commercial space on the First Floor. The Owner wanted to maximize the available site with multiple buildings. Scope: Year: Role:

Eight identical buildings 2006 Project Architect

Multi-Family

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

Des Moines Area Community College (DMACC) Career Academy Hunziker Center South Bell Avenue, Ames, IA

This Educational Building effectively houses nine different project types and occupancies; a full commercial kitchen for Culinary Arts, Automotive Repair, Auto Collision Center, Woodworking Shop, Welding and CNC Instruction Lab, Nursing Classrooms with a full scale hospital room, Computer Lab and General Educational Classrooms. This project was completed in 2006. Year: Role:

2006 Project Architect, Team Leader, Lead Designer

Educational

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

St. Pauls Lutheran Church and Preschool Ankeny, IA Schematic Design commenced in 2012. Programmatic requirements included additional educational space and a separate entrance for the Preschool program. Three options were presented to the congregation. Fund raising is underway. Year: Role:

2012 Project Architect, Lead Designer Existing Site

Early Concept in Google Earth

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

Michael J. Sloter, AIA

991 T T

991

1 99

99 0

Property Line

991

990

991

99 1

35' Building Setback Limits

Play Area 991

Classroom A: 252 sq ft

Corridor

Storage/Mech. A: 550 sq ft

Corridor

Classroom A: 252 sq ft

Youth Room A: 633 sq ft 1 99

Restroom Restroom Classroom A: 252 sq ft

Classroom A: 252 sq ft

Classroom A: 252 sq ft Kitchenette New Stor. Addition A: 8,535 sq ft

Fellowship Hall (Adult Bible Study)

Classroom A: 254 sq ft

Storage A: 262 sq ft

Storage Stor

Storage Hall

Link

Corridor Sanctuary Narthex

Courtyard Conference A: 616 sq ft

Classroom A: 262 sq ft

Office

Restroom

New Paving

Restroom

Stor

Office

Sacristy

New Addition A: 8,535 sq ft

Link

Circulation

991

Sprinkler

Stair

Storage

0 99

991

Kitchen

988

990

Refuse

98 9

990

Restroom

Corridor

Classroom A: 252 sq ft

Classroom Corridor

Classroom A: 252 sq ft

Nursery

Mech. Storage

Preschool A: 2,087 sq ft

Circulation

Classroom A: 252 sq ft

991

Existing Building Family Life Center A: 18,401 sq ft Storage S

1 99

990

991

990

991 990

Schematic Deliverable (11x17 original)

N 0 1"=40'

20'

40'

80'

Schematic Site Plan - Option 3 10/28/2012

Faith Based

Existing A: 18,400 sq ft

Scematic Progress Sketch

18'-0"

Play Area

Classroom A: 252 sq ft

Corridor

Classroom A: 252 sq ft

Storage/Mech. A: 550 sq ft

Corridor

14'-0"

991

2710 Thompson Drive Ames, IA 50010 mjsloteraia@yahoo.com (515) 402-3962

80'-0"

Michael J. Sloter, AIA

Option 3 Notes ▪ Existing Classrooms to be renovated into Youth Room, Classroom and Storage. ▪ Existing Youth Room to be renovated into new Kitchen ▪ Existing Kitchen to be renovated into Conference Room ▪ Existing Storage to be enlarged ▪ New Preschool and Classroom addition to west ▪ Additional parking planned to west ▪ Optional acoustical remediation in Family 9Life Center 9

991

Classroom A: 252 sq ft

Youth Room A: 633 sq ft

Restroom Restroom Classroom A: 252 sq ft

Classroom A: 252 sq ft

100'-0"

Stor.

Kitchenette

Fellowship Hall (Adult Bible Study)

Classroom A: 254 sq ft

Storage A: 262 sq ft

Storage Stor

Storage

Classroom A: 252 sq ft

Hall

Link

Corridor Sanctuary Narthex

Conference A: 616 sq ft

Classroom A: 262 sq ft

Office

Restroom

Office

Restroom

Office

Sacristy

Link

Circulation

990

991

New Addition A: 8,535 sq ft

Stor

Refuse

Sprinkler

Stair

Storage

991

Kitchen Family Life Center Storage

Existing A: 18,400 sq ft

N 0 1"=20'

10'

20'

40'

Schematic Floor Plan - Option 3 10/28/2012

Faith Based

Classroom

Courtyard Corridor

Classroom A: 252 sq ft

Corridor

Mech. Storage

Preschool A: 2,087 sq ft Classroom A: 252 sq ft

Nursery

Circulation

Classroom A: 252 sq ft

Try not to become a man of success but rather a man of value. Albert Einstein

Thank you for looking. Regards,