michael j. sloter, aia - portfolio

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Elevation and Massing Study(c. 2003)

-BIM (ArchiCAD), black marker

-pencil, tracing paper, Photoshop

Michael J. Sloter, AIA

Who is this Guy?Architects today have an amaz-

ing selection of electronic tools from which to choose. The internet, BIM, Photoshop, Google Earth and the en-tire Microsoft suite give us an exciting selection of software from which to use. However, our vision, imagination and creativity come from within our-selves. This will remain the same re-gardless of the technologies available.

I was fortunate enough to ex-perience the exciting beginnings of CAD (AutoCAD 2.1) and the in-tegration of computer use in archi-tecture at the university level in the early 1980’s. The newness and pos-sibilities 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 sta-tion like the image above. Personal computers were coming of age and finding themselves at the heart of any progressive firm. Word process-ing, spread sheets, laser printers, ras-ter to vector conversions and CAD were all being tried, tested and inte-grated into practices across the coun-try. 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 profes-sionally during a time of rapidly changing architectural practice. I em-braced the new technologies and held on to some of the old tools. (Yes, I still have an electric eraser and eras-ing shield) Not the least of which is the art of hand sketching and com-municating ideas quickly. I love Pris-macolor 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 Archi-tect focuses on communication. The skill to effectively communi-cate a vision, a space, a concept and a dream is one of my definitions of practicing great architecture. An-other definition I have heard and enjoy is architecture = art + science.

I believe one definition of art in this equation to be the imagina-tion, creativity and visionary skills of the individual. I also submit that art is clear, concise communication.

Communication with the client, de-sign 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 dif-ferent 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 de-sign. Our tools may change, but the process will remain the same: we imagine, dream, draw and create.

Mike Sloter is anArchitect living in Ames, Iowa. He can be contacted directly at (515) 402-3962 or [email protected].

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

Ink on Mylar (1988)

Massing/Color Study (2004)

Table of Contents1 - Introduction2 - Mixed Use3 - Residential 4 - Commercial5 - Multi-Family6 - Educational7 - Faith Based Ink on Mylar (1988)

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Cyclone Plaza200 Stanton Avenue, Ames, IA

Located directly to the south of Iowa State Universiy’s campus, this Mixed-Use building houses commercial spaces and parking on the first floor and student housing above. With the zoning height restrict-ed to 7 stories, the Owner chose to construct two stories of two level apartments that included mezzanines. The mezzanines were not considered stories.

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

Concept Rendering-ArchiCAD, ink, colored marker

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Construction Drawings-ArchiCAD-led a team of 5

First Floor Plan 2

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Legacy Tower117 Stanton Avenue, Ames, IA

This Project is located directly to the south of Iowa State Universiy’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: 2002-2003Roles: Project Architect Project Designer Construction AdministratorArea: 186,866 square feetMaterials: Precast concrete skin Kalwall Aluminum panelsStructure: Stagger steel trusses hollow-core precast

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

Photograph of completed construction 2

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Concept Sketch

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Two Level Grill and Bar

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Mike and Karen Sloter Residence3312 Cedar Lane, Ames, IA

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.

Roles: Owner, Architect, CarpenterArea: 3,600gsfYear: 1999Cost: $210,000Sold: $350,000 in 2008

View from Front

MasterBRKit.

GreatRoom

Office/Den

Eating

ScreenedPorch

Bonus Room above Garage

Main Floor Plan

Mud

/La

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Foyer

MB

View from Rear

Lower Floor Plan

Family Room

BR 1 BR 2

BR 3

Storage/Mech

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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)

Office/Den-custom designed millwork

Foyer

Family Room

Great Room-self designed and built hearth & mantle-12’-0” ceiling w/ lighted soffit-views to pond

Master Bedroom

View to Kitchen and Eating 3

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Theta Chi Fraternity HouseDrake University, Des Moines, IA

Situated in the heart of a residential neighborhood this Greek Fra-ternity near Drake University is in the process of design for a new house for it’s members.

Roles: Business Development drawings Modeling/Rendering Preliminary Site Analysis

Site Plan w/ Schematic Contours

Existing Fraternity House

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NorthLower Level Plan1/8"=1'-0"

Main Level Plan1/8"=1'-0"

Upper Level Plan1/8"=1'-0"

Theta Chi FraternityNew house at Drake University

Activity Room

Mech

Stor.Storage

Porch

Activity Room

Alumni RoomParentRoom

Parlor

BR-2

Library

Dining Room

Pantry

Kitchen

BR-3 BR-2BR-2BR-2

LaundryBR-2BR-2

BR-2 BR-2 BR-2 BR-2

BR-2 BR-2 BR-4

Vest.

Foyer

W/D

Mec

h.

Mec

h.

RestroomTele

Vest. Patio

Unexcavated

WM

up up

up updn dn

dn dn

North

North

Roof Below

Property Line

34th Street

Fore

st A

venu

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New Parking32 Spaces

NorthSite Plan1"=10'

Theta Chi FraternityNew house at Drake University

Patio

View from NortheastView from Northeast

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) 3

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Warrior Station40, 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 EngineerSoftware: ArchiCAD

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186'-8"3'-4" 54'-0" 72'-0" 54'-0" 3'-4"

15'-8" 22'-8" 15'-8" 24'-8" 22'-8" 24'-8" 15'-8" 22'-8" 15'-8"

35'-5

"18

'-0"

12'-0

"

15'-4

"

15'-4

"

186'-8"3'-4" 60'-0" 60'-0" 60'-0" 3'-4"

12'-0

"15

'-4"

E1

M1

M2 M4

M3

GREEN ASPHALT SHINGLES (TYP)4::12 PITCH

South Elevation1/16"=1'-0"

North Elevation1/16"=1'-0"

Northeast View from Hickman

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

Warrior Station40, 60 and 64 West Hickman Road, Waukee, IA06/01/2010

E1

Material Key

EXTERIOR DOOR PAINTEDTO MATCH M1 COLOR8'-0"x2'-8" WINDOW

Material PercentagesBrick, Stone, GlassM1 + M3 + M4 + glass (windows + frames)

Accent MaterialsM2 + E1

Elevation Total Area (s.f.) Brick, Stone, Glass (s.f.) % of TotalSouth 2,160.1 1,514.8 70.1% North 2,452.5 1,846.1 75.3% East 1,775.9 1,311.9 73.9% West 1,707.6 1,219.5 71.4%

4'-0"x6'-8" WINDOW CLEAR ANODIZED ALUM. STOREFRONT

M3

E1E1

M3M1

M2

M4

M3

E1

4'-0"x6'-8" WINDOW

Page 1 of 2

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

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

MASONRY 4 (M4) - CAST STONE SILL, ITEME201, COLOR: LIMESTONE AS MANUFACTUREDBY EDWARDS CAST STONE

EIFS 1 (E1) - COLOR: TO MATCH M3

STRUCTURAL SYSTEM: WOOD FRAME ONPOURED CONCRETE FOOTINGS ANDFOUNDATIONS

Submittal to City for Site Plan Approval-originals 11x17

11'-4"

6'-5

"

11'-4"

8'-0" 128'-0" 8'-0" 3'-4"52'-8" 22'-8" 52'-8" 3'-4"

3'-4" 8'-0" 128'-0" 8'-0 1/16"3'-4" 52'-8" 22'-8" 52'-8"

12'-0

"15

'-4"

18'-0

"35

'-5"

15'-4

"

18'-0

"

East Elevation1/16"=1'-0"

West Elevation1/16"=1'-0"

Warrior Station40, 60 and 64 West Hickman Road, Waukee, IA06/01/2010

Dumpster Enclosure1/16"=1'-0"

Front Right (L sim) RearPAINTED (GREY) METAL GATE

Northwest View from Hickman

Southwest View from SE Laurel

Southeast View from SE Laurel

E1

E1

M1

M2

M4

M1

M3

E1

M1

M3 M1

M2

M4

M1

M2

M4

M3

8'-0"x2'-8" WINDOW

4'-0"x6'-8" WINDOW

Page 2 of 2

Note:Reference Page 1 for Material Key

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MAIN FLOOR PLAN

DN11 11

1

1

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1 1 1 1

1 11 1

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54'-0" 72'-0" 54'-0"15'-8" 3'-4" 16'-0" 3'-4" 15'-8" 24'-8" 3'-4" 16'-0" 3'-4" 24'-8" 15'-8" 3'-4" 16'-0" 3'-4" 15'-8"

2'-8" 4'-0" 9'-0" 4'-0" 8'-0" 4'-0" 11'-8" 4'-0" 2'-8" 4'-0" 14'-0" 4'-0" 4'-0" 14'-0" 4'-0" 2'-8" 5'-8" 8'-0" 2'-0" 5'-0" 8'-0" 2'-8"

8'-0

"12

8'-0

"8'

-0"

3'-4

"

3'-4

" 8'-1

1"3'

-4"

11'-1

1"3'

-4"

3'-4

"

3'-1

0 3/

4"3'

-4"

64'-0

"64

'-0"

52'-8

"3'

-4"

16'-0

"3'

-4"

52'-8

"2'

-8"

4'-0

"11

'-4"

4'-0

"11

'-4"

4'-0

"11

'-4"

4'-0

"4'

-0"

11'-4

"4'

-0"

11'-4

"4'

-0"

11'-4

"4'

-0"

2'-8

"4'

-0"

2'-4

"3'

-4"

2'-4

"4'

-0"

3'-4"

3'-4"

180'-0"60'-0" 60'-0" 60'-0"

2'-8" 4'-0" 10'-4" 4'-0" 10'-4" 4'-0" 10'-4" 4'-0" 10'-4" 2'-8" 4'-0" 12'-0" 4'-0" 14'-8" 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" 2'-8"

8'-0

"12

8'-0

"8'

-0"

52'-8

"3'

-4"

16'-0

"3'

-4"

52'-8

"2'

-8"

4'-0

"10

'-4"

4'-0

"10

'-4"

4'-0

"10

'-4"

4'-0

"3'

-0"

11'-4

"8'

-0"

7'-4

"8'

-0"

7'-4

"8'

-0"

2'-8

"

12'-1

0"6'

-0 1

/2"

4'-0

"

11'-11" 3'-4"

31'-0

"

48'-1" 12'-4 1/2"

5'-1

1/2

"21

'-0"

63'-6

"1'

-0"

63'-6

"

1'-0

"8'

-0"

8'-3"

6'-11"

8'-0"

11'-0

"

11'-0

"

22'-8"

23'-0

"

34'-0" 3'-10" 22'-2"

180'-0"

1 1/2"

1 1/2"

1 1/

2"

8'-0" 22'-5" 22'-5" 22'-5" 22'-5" 22'-5"

13'-0

"

5A-4

4A-4

1A-4

3A-4

2A-4

3A-4

2A-4

7A-4

6A-4

7A-4

3A-4

6A-4

1A-2

2A-2

3A-2

3A-3

ALI

GN

ABOVE

ABOVE

1

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NORTH

5

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3 3

3

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3

4

4

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6

6

6

2

3

1

7

4

4

2

43'-4"

11" 3'-4"

3'-4

"

11"

10 1

/2"

SCALE: 1/8" = 1'-0"1 MAIN LEVELSCALE: 3/4" = 1'-0"2 PLAN DETAIL

GENERAL NOTES1. GENERAL NOTES APPLY TO ALL DRAWINGS

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

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

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

5. ARCHITECTURAL FINISH FLOOR ELEVATION +0'-0" EQUALS ACTUAL SITEREFERENCE ELEVATION OF FINISH FLOOR 1026.75 FEET.

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

7. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZESWITH MECHANICAL SUBCONTRACTOR.

8. ALL WALLS SHALL EXTEND TO UNDERSIDE OF STRUCTURE OR DECK ABOVEUNLESS NOTED OTHERWISE.

9. 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 BUILDINGELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISES OCCUR IN SINGLEWYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THECONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETEFOOTINGS.

11. GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGHCONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICALEQUIPMENT SUPPLIERS.

-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

WALL TYPES

-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

EXTENTS OF BASEMENT BELOW

EX

TEN

TS O

F B

AS

EM

EN

T B

ELO

W


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

FLOOR OVER BASEMENT:2" CONCRETE TOPPINGOVER 10" DEEP HOLLOWCORE PRECASTCONCRETE

TYPICAL FLOOR:REINFORCED CONCRETE SLAB ONGRADE OVER 8 MIL. VAPOR BARRIERON STONE DRAINAGE MATERIAL. REF.STRUCT. FOR THICKNESSES ANDREINFORCING.

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

TYP. @ ALLPILASTERS

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

SIM.

SIM.

SIM.

6"SAN.

4" DOMESTICWATER LINE

6" FIRE SERVICEWATER LINE

GA

S M

ETE

RS

ELE

C. M

ETE

RS

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

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

TEMP. GUARDRAILHEIGHTCONSTRUCTIONBARRIER AT FLOOROPENING

SUMP PIT IN BSMT.

TEMP. GUARDRAIL HEIGHTCONSTRUCTION BARRIER ATFLOOR OPENING

SUMP PIT IN BSMT.

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COVER / CODEINFORMATION

DN

DN

NORTH

182'-

8" (1

/3 = A

PPROX. 61'-

0")

EXIT SEPARATION = 114'-3" > 61'-0

", THEREFORE, O

K

SCALE: 1/16" = 1'-0"1 CODE PLAN

BUILDING CODE INFORMATION - 2006 IBC 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 apediatric dentist for 64 Hickman Rd.. The partial unoccupied basements are intended to house mechanical equipment and storage. Occupancy: 'B', 'M' Construction: V-B Sprinkler System: -NFPA 13 system located throughout the building including the basements. Allowable Height: Consider more restrictive requirement ('M' occupancy) for height allowance. Required: 1 story or 40' (Table 503) Provided: 1 story, 36' +/-. Therefore, OK Allowable Area Calculations: Sec. 506 For 'B' or 'M' Occupancies Aa = {At + [At x If] + [At x Is]} (Equation 5-1) = {9000 + [9000 x 0.348] + [9000 x 2]} Aa = 30,132 square feet Frontage Increase, Sec. 506.2 If = [F/P-0.25]W/30 If = [400/588-0.25]24.29/30 = 0.348 F = 400' (subtracted access to south elevation due to stormwater detention basin) P = 588' W = [(188x30)+(144x30)+(188x0)+(144x30)]/588 = 24.29' Use Nonseparated occupancies, Sec. 508.3.2 per 508.3. Allowable Areas: 1st Floor Allowable Area Proposed Area Status 'B' 30,132 s.f. > 24,333 s.f. OK -Basement is not included in Allowable Area calculations as it complies with Sec. 506.1.1

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 <10 ft. & > 30 ft. Interior nonbrg. wall any 0 hour Floor construction any 0 hour Roof construction any 0 hour Exterior Walls (Sec. 704) Table 704.8 - Maximum Area of Exterior Wall Openings 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.

DRAWING INDEX NO. DRAWING TITLE ISSUE NUMBER 1 2 3 GENERAL G-1 COVER / CODE INFORAMATION X CIVIL COVER SHEET X 2/6 TOPOGRAPHIC SURVEY/SITE DEMOLITION PLAN X 3/6 DIMENSION PLAN X 4/6 GRADING PLAN X 5/6 UTILITY PLAN X 6/6 LANDSCAPE PLAN X ARCHITECTURAL A-1 MAIN FLOOR PLAN X A-2 ELEVATIONS X A-3 ELEVATIONS, ROOF PLAN, CEILING PLAN X A-4 DETAILS, SECTIONS X STRUCTURAL S-1 FOUNDATION PLAN X S-2 TRUSS PROFILES, ROOF TRUSS PLAN X S-3 FOUNDATION SECTIONS X S-4 FRAMING SECTIONS, SHEAR WALL X ELEVATIONS

DRAWING LOG ISSUE NO. DATE PURPOSE 1 07/09/2010 Pricing/Building permit submittal23

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

NOTE:REFERENCE SITE PLAN FOR SPECIFIC DRIVEAND OPEN SPACE CONFIGURATION.

81'-0" +/- TOPROPERTY LINE

24'-0" WIDE DRIVEAND PARKING

STORMWATERDETENTION BASIN

24'-0

" WID

E D

RIV

EAN

D P

ARKI

NG

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

111'

-4" +

/- TO

PRO

PER

TY L

INE

46'-0

" +/-

TOPR

OPE

RTY

LIN

E

EGRESS COMPONENTOCCUPANT CAPACITY(TYP.)

3,657 S.F.'B' Occupancy37 occ. (1/100 gross)1 exit OK, Table 1015.1,2 exits provided

64 Hickman Rd.

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

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

3,630 S.F.'B' Occupancy37 occ. (1/100 gross)1 exit OK, Table 1015.12 exits provided

60 Hickman Rd.

15,932 S.F.'B' or 'M' Occupancy159 occ. (1/100 gross)2 exits per Table 1015.1

40 Hickman Rd.

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

170

170

170

170

24'-0

" WID

E D

RIV

EAN

D P

ARKI

NG

ABBREVIATIONS& AND@ AT1R 1 COAT ROD1S 1 COAT SHELFACT ACOUSTICAL CEILING TILEAFF ABOVE FINISHED FLOORALUM ALUMINUMB/ BOTTOM OFBLDG BUILDINGBTM BOTTOMCCS COLORED CONCRETE, SEALEDCONC CONCRETECONT CONTINUOUSCPT CARPETCS CONCRETE, SEALEDDIA DIAMETERDIAG DIAGONALDIST DISTANCEDN DOWNDS DOWNSPOUTFD FLOOR DRAINFFE FINISHED FLOOR ELEVATIONFTG FOOTINGFO FACE OFGA GAUGEGB GRAB BARGC GENERAL CONTRACTORGWB GYPSUM WALLBOARDHDWR HARDWAREHORIZ HORIZONTALMATL MATERIALMAX MAXIMUMMIN MINIMUMMNFR MANUFACTURERMTL METALMECH MECHANICALMR MIRRORNOM NOMINALOC ON CENTEROCC OCCUPANTSOPHND OPPOSITE HANDOSB ORIENTED STRAND BOARDPT PRESSURE TREATEDPTD PAINTEDR RADIUSREF REFERENCEREQD REQUIREDROW RIGHT OF WAYSCH SCHEDULESGWB SUSPENDED GWBSND SANITARY NAPKIN DISPOSALSTR STRUCTURALT&G TOUNGE AND GROVET/ TOP OFTBD TO BE DETERMINEDTO TOP OFTTD TOILET TISSUE DISPENSERTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT VERTICLEW/ WITHWD WOODYR YEAR

I HEREBY CERTIFY THAT THE PORTION OF THIS TECNICALSUBMISSION DESCRIBED BELOW WAS PREPARED BY ME ORUNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THESTATE OF IOWA

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.

CERTIFICATION:

DUANE E. JENSEN

No. 13567

REGISTRATION

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

CERTIFICATION:

JOSHUA A. SKOW

No. 6133

REGISTRATION

REGISTRATION EXPIRES DATE ISSUED06/30/2011 06/09/2008

340

340

170

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

A-1

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MAIN FLOOR PLAN

DN11 11

1

1

1

1

1

1

1

1

1 1 1 1

1 11 1

111 1B

1

1

1

1

2

2

2

22B

111 1

3

A

A

C

DN

4

4

2A-1

54'-0" 72'-0" 54'-0"15'-8" 3'-4" 16'-0" 3'-4" 15'-8" 24'-8" 3'-4" 16'-0" 3'-4" 24'-8" 15'-8" 3'-4" 16'-0" 3'-4" 15'-8"

2'-8" 4'-0" 9'-0" 4'-0" 8'-0" 4'-0" 11'-8" 4'-0" 2'-8" 4'-0" 14'-0" 4'-0" 4'-0" 14'-0" 4'-0" 2'-8" 5'-8" 8'-0" 2'-0" 5'-0" 8'-0" 2'-8"

8'-0

"12

8'-0

"8'

-0"

3'-4

"

3'-4

" 8'-1

1"3'

-4"

11'-1

1"3'

-4"

3'-4

"

3'-1

0 3/

4"3'

-4"

64'-0

"64

'-0"

52'-8

"3'

-4"

16'-0

"3'

-4"

52'-8

"2'

-8"

4'-0

"11

'-4"

4'-0

"11

'-4"

4'-0

"11

'-4"

4'-0

"4'

-0"

11'-4

"4'

-0"

11'-4

"4'

-0"

11'-4

"4'

-0"

2'-8

"4'

-0"

2'-4

"3'

-4"

2'-4

"4'

-0"

3'-4"

3'-4"

180'-0"60'-0" 60'-0" 60'-0"

2'-8" 4'-0" 10'-4" 4'-0" 10'-4" 4'-0" 10'-4" 4'-0" 10'-4" 2'-8" 4'-0" 12'-0" 4'-0" 14'-8" 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" 2'-8"

8'-0

"12

8'-0

"8'

-0"

52'-8

"3'

-4"

16'-0

"3'

-4"

52'-8

"2'

-8"

4'-0

"10

'-4"

4'-0

"10

'-4"

4'-0

"10

'-4"

4'-0

"3'

-0"

11'-4

"8'

-0"

7'-4

"8'

-0"

7'-4

"8'

-0"

2'-8

"

12'-1

0"6'

-0 1

/2"

4'-0

"

11'-11" 3'-4"

31'-0

"

48'-1" 12'-4 1/2"

5'-1

1/2

"21

'-0"

63'-6

"1'

-0"

63'-6

"

1'-0

"8'

-0"

8'-3"

6'-11"

8'-0"

11'-0

"

11'-0

"

22'-8"

23'-0

"

34'-0" 3'-10" 22'-2"

180'-0"

1 1/2"

1 1/2"

1 1/

2"

8'-0" 22'-5" 22'-5" 22'-5" 22'-5" 22'-5"

13'-0

"

5A-4

4A-4

1A-4

3A-4

2A-4

3A-4

2A-4

7A-4

6A-4

7A-4

3A-4

6A-4

1A-2

2A-2

3A-2

3A-3

ALI

GN

ABOVE

ABOVE

1

1

C

B C D E F G

1

A

1

1

2

3

4

5

NORTH

5

4

4

4 3 333

3 3

3

33

3

4

4

4

6

6

6

2

3

1

7

4

4

2

43'-4"

11" 3'-4"

3'-4

"

11"

10 1

/2"

SCALE: 1/8" = 1'-0"1 MAIN LEVELSCALE: 3/4" = 1'-0"2 PLAN DETAIL

GENERAL NOTES1. GENERAL NOTES APPLY TO ALL DRAWINGS

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

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

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

5. ARCHITECTURAL FINISH FLOOR ELEVATION +0'-0" EQUALS ACTUAL SITEREFERENCE ELEVATION OF FINISH FLOOR 1026.75 FEET.

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

7. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZESWITH MECHANICAL SUBCONTRACTOR.

8. ALL WALLS SHALL EXTEND TO UNDERSIDE OF STRUCTURE OR DECK ABOVEUNLESS NOTED OTHERWISE.

9. 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 BUILDINGELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISES OCCUR IN SINGLEWYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THECONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETEFOOTINGS.

11. GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGHCONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICALEQUIPMENT SUPPLIERS.

-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

WALL TYPES

-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


EX

TEN

TS O

F B

AS

EM

EN

T B

ELO

W


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

FLOOR OVER BASEMENT:2" CONCRETE TOPPINGOVER 10" DEEP HOLLOWCORE PRECASTCONCRETE

TYPICAL FLOOR:REINFORCED CONCRETE SLAB ONGRADE OVER 8 MIL. VAPOR BARRIERON STONE DRAINAGE MATERIAL. REF.STRUCT. FOR THICKNESSES ANDREINFORCING.

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

TYP. @ ALLPILASTERS

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

SIM.

SIM.

SIM.

6"SAN.

4" DOMESTICWATER LINE

6" FIRE SERVICEWATER LINE

GA

S M

ETE

RS

ELE

C. M

ETE

RS

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

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

TEMP. GUARDRAILHEIGHTCONSTRUCTIONBARRIER AT FLOOROPENING

SUMP PIT IN BSMT.

TEMP. GUARDRAIL HEIGHTCONSTRUCTION BARRIER ATFLOOR OPENING

SUMP PIT IN BSMT.

4

Com

mer

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Mic

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ELEVATIONS

1'-4"

8"2'

-8"

2'-8

"8"

4'-0

"8"2'

-0"

8"

BASEMENT-9'-4"

MAIN LEVEL±0"

NORTH

BASEMENT-9'-4"

MAIN LEVEL±0"

BASEMENT-9'-4"

MAIN LEVEL±0"

Knox

® R

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Ent

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Com

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com

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oduc

ts

incl

udin

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nox-

Box®

key

box

es, k

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aults

, arm

ored

cab

inet

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witc

hes,

pa

dloc

ks a

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lect

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aste

r ke

y re

tent

ion

devi

ces.

For

info

rmat

ion

and

tech

nica

l ass

ista

nce,

cal

l:

800-

552-

5669

MOUNTING INSTRUCTIONSK

NO

X-B

OX

® 3200 Series

Hin

ged

Do

or M

od

els

Surface an

d R

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ou

nted

Issue D

ate: July 2006

1601 W. D

eer Valley R

oad

, Pho

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Z 85027800-552-5669 • Fax 623-687-2299

E-mail: in

fo@

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MOUNTING INSTRUCTIONSK

NO

X-B

OX

® 3200 Series

Hin

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Do

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Surface an

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Issue D

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E-mail: in

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kno

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x.com

Recessed Mounting Kit (RMK)

The optional Recessed Mounting Kit is for use in new concrete or masonry construction only. The kit includes a shell housing and mounting hardware to be cast-in-place. The KNOX-BOX is mounted into the shell housing after construction is completed.

Rough-in Dimensions: 6-1/2"H x 6-1/2"W x 5"D

Installation: Mounting kit may be fastened to inside wall of a concrete form or set in place during masonry wall construction. Wiring conduit may be connected through knock-out hole(s) in the shell housing.

IMPORTANT: Take care to make sure that the front of the shell housing, including the cover plate and screw heads, are flush with the finish wall. Leave cover and screws in place until the KNOX-BOX is ready for mounting inside. The four (4) mounting studs may be replaced with Grade 5 or Grade 8 bolts or longer studs if required. Two (2) long sheet metal screws are provided for attachment of shell housing to the inside of a concrete form. With the housing held firmly in place, drill two (2) 1/8” holes through the form wall and the housing front cover. Insert screws and pull housing tight against form wall. Remove screws before removing form.

OPE-KBSPEC-0033-C

6" H

6" W4 " D

KNOX-BOX® mounts inside

RMK shell after completion ofconstruction

RecessedFlange

Mounting studs provided inside RMK

shell to accommodate KNOX-BOX®

RMK shell is mounted in wall during new construction

Knockouts for alarm wire conduit

Trim rebar for tie-in to wall if necessary

Concrete or masonry wall construction

Recessed Mounting UsingRecessed Mounting Kit (RMK)

11'-4"

11'-4

"

8"8"

8"

3/4"

6'-8

"

2'-3

"

2'-0

"

SCALE: 1/8" = 1'-0"1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"3 EAST ELEVATIONSCALE: 1/8" = 1'-0"4 TRASH ENCLOSURE

MASONRY 1 (M1) - UTILITY (4x4x12)BRICK, 1/3 RUNNING BOND, COLORAS SELECTED BY OWNER

MASONRY 2 (M2) - SPLIT FACEDCMU, COLOR: "MIDNIGHT" ASMANUFACTURED BY ANCHORBLOCK COMPANY

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

MASONRY 4 (M4) - CAST STONESILL, ITEM E201, COLOR:LIMESTONE AS MANUFACTUREDBY EDWARDS CAST STONE

EIFS 1 (E1) - COLOR: DARK GREYTO MATCH M2 ABOVE

EIFS 2 (E2) - COLOR: TO MATCH M3ABOVE

MATERIAL KEY

E1E2 E1E2

E2E2

E1E2 E1E2

E2E2

E1E2

E1E2

E2 E2

E1E2

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

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

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

COMMERCIAL GRADE MTL. GUTTER,COLOR TO MATCH SHINGLES

6"X4" MTL. DOWNSPOUT, COLOR TOMATCH MASONRY M2

PLAN

WEST ELEVATION SOUTH ELEVATION(NORTH OP HND)

EAST ELEVATION

SLOPESLAB

TRASH ENCLOSURE NOTES:1. REF. STRUCT. FOR FOOTING/FOUNDATION INFORMATION2. TYP WALL CONSTRUCTION: -DECORATIVE MASONRY, REF KEY -4x8x16 GREY CMU AT INTERIOR WYTHE3. GATE TO BE PTD MTL, COLOR TO MATCH MASONRY M24. PROVIDE 10" WIDE X 4" (NOM) TALL CAST-STONE CAP, COLOR TO MATCH MASONRY M45. COORDINATE FINAL GRADE ELEVATIONS W/ CIVIL DRAWINGS

CJ CJ CJ CJ CJ CJ

CJ CJ CJ CJ CJ CJ CJ

CJCJCJCJCJCJCJCJ

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ELEVATIONS, ROOF PLAN,CEILING PLAN

DN

DN

DN

DN

2'-0" 2'-0"MAIN LEVEL±0"

5'-4"

5'-4

"

2'-0

"2'

-0"

5'-8

"9'

-8"

9'-8

"5'

-8"

5'-7

"5'

-7"

2'-0"

2'-0"

2'-0"

2'-0

"

1234 A B C

3'-4

"6'

-8"

2"3'

-8"

2"2'

-6"

2"

4'-0"2" 3'-8" 2"

7'-4

"2'

-8"

2"2'

-4"

2"

3'-4

"8'

-8"

2"3'

-8"

2"2'

-6"

2"1'

-10"

2"

15'-4

"2'

-8"

2"2'

-4"

2"

9'-4"2" 9'-0" 2"

16'-0"2" 1'-10" 2" 5'-9" 2" 5'-9" 2" 1'-10" 2"

16'-0"2" 4'-7" 2" 6'-2" 2" 4'-7" 2"

12'-0

"2"

3'-2

"2"

3'-8

"2"

2'-6

"2"

1'-1

0"2"

10'-0

"7'

-2"

2"2'

-6"

2"

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

16'-0"2" 4'-7" 2" 6'-2" 2" 4'-7" 2"

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

2"2'

-6"

2"

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

SCALE: 1/8" = 1'-0"3 WEST ELEVATION

SCALE: 1/16" = 1'-0"1 ROOF PLANSCALE: 1/16" = 1'-0"2 REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"4 DOORS, WINDOWS AND FRAMES

DS

DIRECTION OFSLOPE (TYP.)

4::12 PITCH (TYP.)

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

ROOF PLAN NOTES1. COORDINATE SIZE AND LOCATION OF ROOF PENETRATIONS WITH MECHANICAL AND

ELECTRICAL.

2. SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS.

DSBELOW

DS

DS

DSDS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS BELOWDS BELOW

DS

DOWNSPOUT(DS) TYP.

ILLUMINATED EXIT SIGN W/BATTERY BACK-UP, TYP.FINAL LOACATIONS MAYVARY W/ EACH TENANTIMPROVEMENT DESIGN

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

NOTE: LOATIONS OF CAN LIGHTSINDICATED TO BE VERIFIED W/ TRUSSLAYOUT.

TYP. DIMENSIONS ATCORNERS

TYP. DIM. AT ENTRIESAND OVERHANGS15

'-4"

15'-4" 15'-4"

18'-0"

18'-0"

18'-0"

18'-0

"

E2E2

E1E2 E1E2

DOOR AND FRAME NOTES1. DIMENSIONS OF ALL OPENINGS TO BE FIELD VERIFIED PRIOR TO FABRICATION.

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

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

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

5. WHERE FRAMES ARE BEING WELDED TO STEEL COLUMNS AND SUPPORTS PROVIDESEALANT IN BETWEEN WELDS.

6. LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS.

7. ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FINISH

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

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

-CLOSER-LOCKSET (ENTRANCE)-GASKETS-BUMPERS-PAINT DOOR TO MATCHMASONRY M1

ALUMINUM HOLLOWMETAL

-CLOSER-LOCKSET (ENTRANCE)-GASKETS-BUMPERS

ALUMINUM

T

T

T TT

T

T

ALUMINUMALUMINUMALUMINUMALUMINUM

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

FIRE DEPT. CONNECTION

CJCJ CJ CJ CJ CJ CJ CJ

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ELEVATIONS, ROOF PLAN,CEILING PLAN

DN

DN

DN

DN

2'-0" 2'-0"MAIN LEVEL±0"

5'-4"

5'-4

"

2'-0

"2'

-0"

5'-8

"9'

-8"

9'-8

"5'

-8"

5'-7

"5'

-7"

2'-0"

2'-0"

2'-0"

2'-0

"

1234 A B C

3'-4

"6'

-8"

2"3'

-8"

2"2'

-6"

2"

4'-0"2" 3'-8" 2"

7'-4

"2'

-8"

2"2'

-4"

2"

3'-4

"8'

-8"

2"3'

-8"

2"2'

-6"

2"1'

-10"

2"

15'-4

"2'

-8"

2"2'

-4"

2"

9'-4"2" 9'-0" 2"

16'-0"2" 1'-10" 2" 5'-9" 2" 5'-9" 2" 1'-10" 2"

16'-0"2" 4'-7" 2" 6'-2" 2" 4'-7" 2"

12'-0

"2"

3'-2

"2"

3'-8

"2"

2'-6

"2"

1'-1

0"2"

10'-0

"7'

-2"

2"2'

-6"

2"

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

16'-0"2" 4'-7" 2" 6'-2" 2" 4'-7" 2"

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

2"2'

-6"

2"

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

SCALE: 1/8" = 1'-0"3 WEST ELEVATION

SCALE: 1/16" = 1'-0"1 ROOF PLANSCALE: 1/16" = 1'-0"2 REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"4 DOORS, WINDOWS AND FRAMES

DS

DIRECTION OFSLOPE (TYP.)

4::12 PITCH (TYP.)

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

ROOF PLAN NOTES1. COORDINATE SIZE AND LOCATION OF ROOF PENETRATIONS WITH MECHANICAL AND

ELECTRICAL.

2. SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS.

DSBELOW

DS

DS

DSDS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS BELOWDS BELOW

DS

DOWNSPOUT(DS) TYP.

ILLUMINATED EXIT SIGN W/BATTERY BACK-UP, TYP.FINAL LOACATIONS MAYVARY W/ EACH TENANTIMPROVEMENT DESIGN

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

NOTE: LOATIONS OF CAN LIGHTSINDICATED TO BE VERIFIED W/ TRUSSLAYOUT.

TYP. DIMENSIONS ATCORNERS

TYP. DIM. AT ENTRIESAND OVERHANGS15

'-4"

15'-4" 15'-4"

18'-0"

18'-0"

18'-0"

18'-0

"

E2E2

E1E2 E1E2

DOOR AND FRAME NOTES1. DIMENSIONS OF ALL OPENINGS TO BE FIELD VERIFIED PRIOR TO FABRICATION.

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

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

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

5. WHERE FRAMES ARE BEING WELDED TO STEEL COLUMNS AND SUPPORTS PROVIDESEALANT IN BETWEEN WELDS.

6. LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS.

7. ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FINISH

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

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

-CLOSER-LOCKSET (ENTRANCE)-GASKETS-BUMPERS-PAINT DOOR TO MATCHMASONRY M1

ALUMINUM HOLLOWMETAL

-CLOSER-LOCKSET (ENTRANCE)-GASKETS-BUMPERS

ALUMINUM

T

T

T TT

T

T

ALUMINUMALUMINUMALUMINUMALUMINUM

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

FIRE DEPT. CONNECTION

CJCJ CJ CJ CJ CJ CJ CJ

4

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DETAILS, SECTIONS

1

2"

3'-3

"6'

-9"

3/4"

1/2"

1/2"

2'-0

1/2

"

11"

4'-4"12

4

5 1/2"

4" 2"

7 5/

8"2'

-0 3

/4"

7 5/

8"

10 3

/4"

4'-4"

+18'-1 1/8"

±0"

7 1/2" 10"

8" (E1)

45°

3/4"

7'-8"

6'-5

1/2

"3'

-3"

8'-9

"

±0"

5" 7"

-1'-0"4"8"

8" (E1)

7 5/

8"2'

-8 1

/2"

-9'-4"

2'-1

0"

1'-11"

1'-0" 13'-9"

7"1

1/4"

1" 11"

9'-4

"

7'-1

1/2

"

12'-10"

2'-1

0"

6'-1

0" M

IN.

15T @ 11"

16R

@ 7

"

13'-0"

7'-1

1/2

"

2'-1

0"

6'-5

"2'

-11"

9'-2"

7"1

1/4"

11" 1"

1'-11"

2'-1

0"

1 1/2" 1 1/2"

4'-0 5/8"

6'-1

0" M

IN.

11R

@ 7

"5R

@ 7

"

10T @ 11"

4"8"

1'-0"

10"

2"

1'-0"

4"

4"8"

10"

2"

7" 5"

SCALE: 3/4" = 1'-0"1 TYPICAL SECTIONSCALE: 3/4" = 1'-0"2 ENTRY SECTION

SCALE: 3/4" = 1'-0"3 SECTIONSCALE: 1/2" = 1'-0"4 STAIR 1 SECTION

SCALE: 1/2" = 1'-0"5 STAIR 2 SECTION

SCALE: 3/4" = 1'-0"6 DETAIL AT HOLLOW CORESCALE: 3/4" = 1'-0"7 DETAIL AT HOLLOW CORE

ROOF CONSTRUCTION-30 YR. ASPHALT SHINGLES-30# ROOFING FELT-WEATHER GUARD ICE SHIELDAT OVERHANGS (4'-0" MIN)-5/8" APA RATED PLYWD.-PRE-MANUFACTURED WOODROOF TRUSS-R-40 BATT OR BLOWN-IN INSUL.-5/8" GWB

EXTRUDED RIGID INSUL. ATHEADER CAVITY. REF. STRUCT.FOR LINTELS.

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

REF. STRUCT. FOR FOUNDATIONAND FOOTINGS

2" EXTRUDED RIGID INSULATION4'-0" MIN. HORIZ. AND VERT.

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

EXTRUDED RIGID INSUL.

VENTED ALUM.SOFFIT

BRICK LEDGE, REF. STRUCT.

FUTURE 4" SLAB BY TENANT,REF. STRUCT.

NOTE: REFERENCE STRUCT.FOR FRAMING DETAILS ANDSIZING.

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

REF. STRUCT. FOR STOOPDETAILS

M1; REF.ELEVATIONS, TYP.

M2

M2 M2

M2 M2

M3

M2

M2 M2

M1M1

M3

M3

REF. ELEVATIONS FOR MASONRY ANDEIFS MATERIAL KEYS

DRIP

E2

DRIP

E2

M2

M2 M2

M2 M2

M3


M2

M3

10" HOLLOW COREPRECAST CONC.FLOOR SYSTEM W/ 2"CONC. TOPPING

5/4" WD. TREAD

3/4" PLYWD. RISER

2x12 STRINGERS, TOTALOF 3 (SIDES ANDCENTER)

2x4 STRONGBACKS EA.SIDE OF STRINGERS

4" DRIAN TILES TO SUMP

WD. HANDRAIL, EA.SIDE, BRACING ANDBLOCKING ASREQ'D.

WALL BEYOND TO BE COMPLETED DURINGTENANT IMPROVEMENT CONSTRUCTION


5/4" WD. TREAD

3/4" PLYWD. RISER




2" CONC. TOPPING

4" CONC. SLAB W/THICKENED EDGE

10"HOLLOW COREPRECAST CONCRETE

FDN. WALL


REF. 2/S-3REF. 3/S-3

3/4" PLYWD. DECKING

EXPANSION ANCHOR

4" DRAIN TILES TO SUMP

2x4 PLATES

2x4 PLATES

EXTEND 7/16" O.S.B. TO BTM. CHORDOF TRUSS

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

REF. STRUCTFOR FRAMING

PROVIDE POSSITIVE SLOPE ATEIFS AS RECOMMENDED BYMANFR. (TYP. ALL LOCATIONS)

4" DRAIN TILE TOSUMP


EXPANSIONANCHOR

0 1' 2' 3'

2'-8"

9'-4"

8" 8'-0" 8"

1'-4"

1'-4"

11 5/8"

8 3/4"

11 5/8"

1/2"

2S2

4S2

3S2

8'-6"

15'-0"

3'-4"

10'-8"

1'-0"

±0"

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

9'-4"

5 1/2"

2"

10'-6" INTERNALLY LIT SIGN

1" GAP

M1M2 M3M2

M2

M1 M2M2

6" 7'-6" INTERNALLY LIT SIGN 6"

1/2"

3'-4"

2"

10'-6"

1'-0"

15'-0"

2'-8"

11 5/8"8 3/4"

11 5/8"

6"

8"

1" GAP

5 1/2"

±0"

2'-8"

3'-4"

11'-8"

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

7 5/8"

1/2"

M1M2 M2

M2

40, 50, 60, 64 East Hickman Road

Warrior Station Monument Sign

Sign Details

AE2011-37

S2OF 2

5/23/2011SHEET

DATE:

Waukee, Iowa 50263

(515) 987-1221

1410 SE Florence Drive

ARNOLD ENGINEERING INC.

copyright

AE

C

Fax (515) 987-1261

ARNOLD ENGINEERING 2011

Waukee, Iowa 50263

1 PLAN

4 FRONT/BACK ELEVATION 3 SIDE ELEVATION 2 SECTION

MASONRY 1 (M1) - UTILITY (4x4x12)BRICK, 1/3 RUNNING BOND, TERRACOTTA COLOR. MATCH EXSTG BLD

MASONRY 2 (M2) - SPLIT FACEDCMU, COLOR: "MIDNIGHT" ASMANUFACTURED BY ANCHOR BLOCKCOMPANY. MATCH EXSTG BLD

MASONRY 3 (M3) - UTILITY (4x4x12)BRICK, 1/3 RUNNING BOND, BLONDCOLOR, MATCH EXSTG BLD

MATERIAL KEY

BRONZE ANODIZED ALUMBREAK METAL OVER 1/2"PT PLYWD MIN SLOPE OF1/4" PER 1'-0".GROUT TOP COURSE OFCMU SOLID, ANCHORPLYWD W/ "TAPCON",COUNTERSINK ANCHORSFLUSH W/ TOP OFPLYWD

M2

M1 OR M3

8X8X16 CMU

HORIZ JOINT REINFORCEMENT

COTTON WEEPS 24" OC MAX

GROUT RECESS SOLID AFTERERECTION OF TUBE STEEL

INTERNALLY LIT ACRYLICSIGN

PROVIDE SEALANT ALLAROUND AT TUBE STEELPENETRATIONS

PROVIDE REMOVABLE FACE PANELS. SIZEAND QUANTITY AS DIRECTED BY OWNER

ACRYLIC SIGNAGE, FONT AS DIRECTED BYOWNER

EXCERPTS FROM AND RESPONSES TO:SECTION 305.8, "SIGNS PERMITTED BY ZONING DISTRICT:"

D. Multiple Tenant Monument Signs. Monument signage in planned commercialdevelopment with at least three (3) tenants, and over twenty-five thousand (25,000) square feet ofgross building square footage is intended to provide primary development identification within a plannedcommercial unit. Additionally, such signage may provide advertisement to tenants of the development. Inlieu of any other permitted monument sign, a multiple tenant sign shall be allowed on lots or tractsunder 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

1. Number of Signs. One (1) freestanding multiple tenant monument identificationsign shall be permitted for each lot, or one (1) sign for each three-hundred (300) feet ofstreet frontage, whichever is greater , subject to provision hereinafter specifically set out.A minimum distance of 200 feet shall separate each permitted multiple tenant monumentsign. Developments that have frontage on more than one street will be permitted the useof a second sign. In no case shall more than two (2) multiple tenant monument signs bepermitted for each lot.

-TWO (2) SIGNS PROPOSED AS LOT HAS FRONTAGE ON TWO (2) STREETS

2. Setback Requirement. The minimum setback required for monument signs shall befifteen (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 signface. Double faced signs may be permitted with the maximum square footage permittedon each side. The maximum sign area of a multiple tenant monument sign shall notexceed one hundred (100) square feet. The copy area shall be limited to a singlegeometric shape unless it emulates the building form or feature.4. Sign Size. The maximum height shall be fifteen (15) feet and the maximum widthof 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")

POURABLE STRUCT GROUT

INTERNALLY LIT ACRYLICSIGN ABOVE

M1, M2 OR M3, REFELEVATIONS

8X8X16 CMU

NOTES:1. ILLUMINATED SIGN CONNECTIONS (DESIGNED BY OTHERS) SHALL BESTAINLESS STEEL FASTNERS. NO WELDING ALLOWED.

2. ALL ELECTRICAL CONNECTIONS, FIXTURES, ACCESSORIES ANDWIRING (DESIGNED BY OTHERS) SHALL BE IN ACCORDANCE WITH ULSPECIFICATIONS AND ALL LOCAL CODES AND ORDINANACES ADOPTEDBY THE ATHORITY HAVING JURISDICTION.

3. MASONRY GROUT COLORS AND LOCATIONS TO MATCH EXISTINGBUILDING.

4. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN ALL MASONRY ATEVERY COURSE (8" OC VERT) ALL AROUND.

5. PROVIDE THROUGH-WALL COTTON WEEP HOLES AT 24" OC MAX ALLAROUND.

CONDUIT THROUGHFDN BELOW.ELECTRICIAN TOCOORD EXACTLOCATION AND SIZEW/ SIGN COMPANY

7. PROVIDE HIGH PERFORMANCE COATING, COLOR AS SELECTED BY OWNER,FROM THE FOLLOWING 2 OPTIONS

OPTION 1:Surface Preparation SSPC-SP10 Near-White Metal Blast Cleaning1st Coat Tnemec 90-97 Inorganic Zinc (2.5 dmil)2nd Coat Tnemec 66 Polyamide Epoxy (5.0 dmil)3rd Coat Tnemec Series 740 or 750 Polyurethane (3 dmil)

OPTION 2:POWDER COATINGhttp://www.thomasnet.com/iowa/powder-coating-services-62441357-1.html

CONDUIT THROUGH FDN.ELECTRICIAN TOCOORD EXACT LOCATIONAND SIZE W/ SIGNCOMPANY

ACCESS HOLES INTUBE STEEL.ELECTRICIAN TOCOORD EXACTLOCATIONS AND SIZESW/ SIGN COMPANY

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

INTERNALLY LIGHT SIGN

12"x8" horiz. tube steel

6"x8" vert. tube steel

8x12x16 CMU

CONC, FTG./FDN.

ANODIZED ALUM. BREAKMTL. CAP

MASONRY TO MATCHBUILDING

8'-6"

9'-4"

7'-6"

11'-8

"15

'-0"

4'-0

"3'

-4"

10'-8

"1'

-0"

2'-1

1/2

"2'

-1 1

/2"

60%

SCALE: 1/4" = 1'-0"

Front Elevation

Submittal for City Approval

A-4

10-021

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DETAILS, SECTIONS

1

2"

3'-3

"6'

-9"

3/4"

1/2"

1/2"

2'-0

1/2

"

11"

4'-4"12

4

5 1/2"

4" 2"

7 5/

8"2'

-0 3

/4"

7 5/

8"

10 3

/4"

4'-4"

+18'-1 1/8"

±0"

7 1/2" 10"

8" (E1)

45°

3/4"

7'-8"

6'-5

1/2

"3'

-3"

8'-9

"

±0"

5" 7"

-1'-0"4"8"

8" (E1)

7 5/

8"2'

-8 1

/2"

-9'-4"

2'-1

0"

1'-11"

1'-0" 13'-9"

7"1

1/4"

1" 11"

9'-4

"

7'-1

1/2

"

12'-10"

2'-1

0"

6'-1

0" M

IN.

15T @ 11"

16R

@ 7

"

13'-0"

7'-1

1/2

"

2'-1

0"

6'-5

"2'

-11"

9'-2"

7"1

1/4"

11" 1"

1'-11"

2'-1

0"

1 1/2" 1 1/2"

4'-0 5/8"

6'-1

0" M

IN.

11R

@ 7

"5R

@ 7

"

10T @ 11"

4"8"

1'-0"

10"

2"

1'-0"

4"

4"8"

10"

2"

7" 5"

SCALE: 3/4" = 1'-0"1 TYPICAL SECTIONSCALE: 3/4" = 1'-0"2 ENTRY SECTION

SCALE: 3/4" = 1'-0"3 SECTIONSCALE: 1/2" = 1'-0"4 STAIR 1 SECTION

SCALE: 1/2" = 1'-0"5 STAIR 2 SECTION

SCALE: 3/4" = 1'-0"6 DETAIL AT HOLLOW CORESCALE: 3/4" = 1'-0"7 DETAIL AT HOLLOW CORE

ROOF CONSTRUCTION-30 YR. ASPHALT SHINGLES-30# ROOFING FELT-WEATHER GUARD ICE SHIELDAT OVERHANGS (4'-0" MIN)-5/8" APA RATED PLYWD.-PRE-MANUFACTURED WOODROOF TRUSS-R-40 BATT OR BLOWN-IN INSUL.-5/8" GWB

EXTRUDED RIGID INSUL. ATHEADER CAVITY. REF. STRUCT.FOR LINTELS.

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

REF. STRUCT. FOR FOUNDATIONAND FOOTINGS

2" EXTRUDED RIGID INSULATION4'-0" MIN. HORIZ. AND VERT.

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

EXTRUDED RIGID INSUL.

VENTED ALUM.SOFFIT

BRICK LEDGE, REF. STRUCT.

FUTURE 4" SLAB BY TENANT,REF. STRUCT.

NOTE: REFERENCE STRUCT.FOR FRAMING DETAILS ANDSIZING.


REF. STRUCT. FOR STOOPDETAILS


M2

M2 M2

M2 M2

M3

M2

M2 M2

M1M1

M3

M3

REF. ELEVATIONS FOR MASONRY ANDEIFS MATERIAL KEYS

DRIP

E2

DRIP

E2

M2

M2 M2

M2 M2

M3


M2

M3

10" HOLLOW COREPRECAST CONC.FLOOR SYSTEM W/ 2"CONC. TOPPING

5/4" WD. TREAD

3/4" PLYWD. RISER



4" DRIAN TILES TO SUMP




5/4" WD. TREAD

3/4" PLYWD. RISER




2" CONC. TOPPING

4" CONC. SLAB W/THICKENED EDGE

10"HOLLOW COREPRECAST CONCRETE

FDN. WALL


REF. 2/S-3REF. 3/S-3

3/4" PLYWD. DECKING

EXPANSION ANCHOR

4" DRAIN TILES TO SUMP

2x4 PLATES

2x4 PLATES

EXTEND 7/16" O.S.B. TO BTM. CHORDOF TRUSS

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

REF. STRUCTFOR FRAMING


4" DRAIN TILE TOSUMP


EXPANSIONANCHOR

4

Com

mer

cial

Mic

ha

el J

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ter,

AIA

27

10

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10-003

12/07/2010

War

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60

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Floor Plan, Doors, FramesSheet Contents:

Date:

Project Number:

Pro

jec

t N

am

e:

- 60

East

Hic

kman

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enan

t Im

prov

emen

t

NORTH

1

1

DN

2

1

3

4

5

6

67

8

9

4'-1 1/4" 9'-9 1/2" 26'-9 3/4" 12'-10"

8'-1 1/4" 11'-9 1/2" 6'-6 3/4" 5'-5" 8'-3 1/2" 6'-6 1/2"

8'-7 3/4" 4'-5" 7'-6" 4'-8 1/2" 7'-6" 7'-4 3/4" 4'-7 3/4" 7'-3 7/8"

11'-3"

20'-1

"12

'-9 1

/2"

6'-1

"19

'-1 3

/8"

8'-0

"

3'-0

3/8

"4'

-11"

1'-0

" CLE

AR

MIN

.

12'-0

"18

'-0"

24'-7

"

4'-1

1"4'

-5 1

/2"

1'-6

"1'

-3"

5'-8

"10

'-0 3

/4"

10'-0

1/2

"3'

-7"

2'-9

1/4

"13

'-3 3

/4"

3'-6 1/2" 5'-0" 3'-3"

1'-3 5/8"

1'-6

"2'

-6"

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

4'-0

"

4'-0

"5'

-0"

4'-0

"

2'-0

"

4'-0

"

4'-0 5/8" 4'-0" 4'-5" 7'-4 1/2" 26'-9 3/4" 12'-10"

+ 0 "

+ 6 1/4"

Office 114CPT

Treatment 112CPT

Banding 113CPT

CEF 119 CPT

Lab 116VCT

Records 118CPT

Consultation 111CPT

IT 120CS

Break 108VCT

Reception 102CPT

Waiting 103CPT

M106VCT

BusinessOffice 104CPT COATS

W105VCT

Storage 110CS

Pvt. RR 115VCT

Pvt. RR 109VCT Entry

101CCS

Util.107CS

Entry 117CCS

1R, 1S

Vestibule

101

111

114

117

120

118

110109

106 105

107

108

104

115

12'-8

"

DN

DN

17"-

19"

33"

42" 12"

40"

18"

39"

15"

9"

MIN

. TTD33"

18"15"

29"

30"

40" M

AX

.

6" 36"24"

60" MIN.

CLE

AR

MIN

.

CLEARMIN.

MR

123

456

789

10

6'-4"2"2'-10"2"3'-0"2"

3'-4

"6'

-8"

2"3'

-8"

2"2'

-6"

2"

5'-0"2" 4'-8" 2"

6 1/

4"4'

-11

3/4"

3'-6

"

2"1'

-6"2"

1'-6

"2"

5'-0"2" 4'-8" 2"

5'-6

"3'

-6"

2"1'

-6"2"

1'-6

"2"

12'-5"2" 5'-11 1/2" 2" 5'-11 1/2" 2"

9'-0

"

7'-2

"2"

1'-6

"2"

9'-0

"

2"3'

-2"

2"3'

-8"

2"1'

-6"

2"

9'-0

"

3'-4

"2"

3'-8

"2"

1'-6

"2"

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

4'-0"2" 3'-8" 2"

13'-0"

2" 3'-0" 2" 4'-8" 2" 4'-8" 2"

4'-2

1/2

"1'

-6"

1'-3"

5'-6

"3'

-6"

2"1'

-6"2"

1'-6

"2"

10'-0

"2"

3'-2

"2"

3'-8

"2"

2'-6

"2"

8'-0"

2" 3'-9" 2" 3'-9" 2"

5"5"

10"

5" 5" 5" 5"10

"

Door and Frame Notes1. DIMENSIONS OF ALL OPENINGS TO BE FIELD VERIFIED PRIOR TO FABRICATION.2. PROVIDE 1/4" SHIM AND SEALANT AT ALL EXTERIOR OPENINGS.3. ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FINISH.4. ALL GLASS TO BE 1/4", COLORED. COLOR AS SELECTED BY OWNER. TEMPERED GLASS WHERE INDICATED (T)

Door and Frame Schedule DOOR FRAME DOOR # WIDTH HEIGHT TYPE MAT'L. DEPTH MAT'L. TYPE101 3'-0" 7'-2" A ALUM 4" NOM ALUM 1 104 3'-0" 7'-0" B WOOD 4 3/4" HM 10 105 3'-0" 7'-0" B WOOD 4 3/4" HM 10 106 3'-0" 7'-0" B WOOD 4 3/4" HM 10 107 3'-0" 7'-0" B WOOD 4 3/4" HM 10 108 3'-0" 7'-0" B WOOD 4 3/4" HM 10 109 2'-6" 7'-0" B WOOD 4 3/4" HM 10 110 3'-0" 7'-0" B WOOD 4 3/4" HM 10111 3'-0" 7'-2" C ALUM 4" NOM ALUM 1114 3'-0" 7'-2" C ALUM 4" NOM ALUM 1115 2'-4" 7'-0" B WOOD 4 3/4" HM 10117 2'-4" 7'-0" B WOOD 4 3/4" HM 10118 3'-0" 7'-0" B WOOD 4 3/4" HM 10120 2'-6" 7'-0" B WOOD 4 3/4" HM 10 -HOLLOW METAL

-PRIMED AND PAINTED,COLOR AS SELECTED BYOWNER

-ALUM. STOREFRONT-SOLID CORE WOOD DOOR-HARDWOOD AND FINISH ASSELECTED BY OWNER

T

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

TYPE C TYPE B TYPE A

T

T

T

TT

T

TT

T

-HOLLOWMETAL

SCALE: 1/4" = 1'-0"2 Floor Plan

SCALE: 1/32" = 1'-0"1 Key Plan

SCALE: 1/4" = 1'-0"3 Restroom ElevationSCALE: 1/4" = 1'-0"4 Restroom Elevation

SCALE: 1/4" = 1'-0"5 Door/Window Elevations

40 E. Hickman Rd.

Project Location

For Building Code Analysisreference Construction Drawingsfor shell building by JCorp, Inc.dated 07/09/2010

Drawing Index NO. DRAWING TITLE ISSUE NUMBER 1 2 3 GENERAL 1 FLOOR PLAN, DOORS, FRAMES X X 2 REFLECTED CEILING PLAN, DETAILS X 3 CASEWORK PLANS, ELEVATIONS

Drawing Log ISSUE NO. DATE PURPOSE 1 10/25/2010 Building Permit submittal, NOT for Construction2 12/07/2010 Added Door and Frame Information, FOR Construction

-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

ALL WALLS TYPE 1 UNLESS NOTED OTHERWISE

Wall Types

General Notes1. GENERAL NOTES APPLY TO ALL DRAWINGS

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

3. ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OFCONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, ORCENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

3.1. DIMENSION STRINGS REFERENCING OR BEGINNING FROM SUITEDEMISING WALLS ARE FROM FACE OF GWB.

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

5. ARCHITECTURAL FINISH FLOOR ELEVATION +0'-0" EQUALS ACTUALSITE REFERENCE ELEVATION OF FINISH FLOOR 1026.25' FEET.

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

7. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TOIRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ANYPENETRATIONS.

8. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASESIZES WITH MECHANICAL SUBCONTRACTOR.

9. ALL WALLS SHALL EXTEND TO UNDERSIDE OF STRUCTURE OR DECKABOVE UNLESS NOTED OTHERWISE.

10. EXTERIOR WALLS TO RECEIVE 1 LAYER 5/8" GWB WITHIN TENANTIMPROVEMENT SPACE

11. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL 2x8CONTINUOUS WOOD BLOCKING IN STUD PARTITIONS FORANCHORAGE OF WALL ATTACHED ITEMS, INCLUDING BUT NOT LIMITEDTO THE FOLLOWING: GRAB BARS, VANITY UNITS, TOILETACCESSORIES, HANDRAIL BRACKETS, CABINETRY, WALL MOUNTEDFIXUTURES, ETC.

11. FIRE SPRINKLER AND ALARM PLANS TO BE SUBMITTED TO VERIFYAPPROPRIATE PROTECTION.

12. STRUCTURAL MODIFICATIONS TO EXST'G. ROOF TRUSSES NOTPERMITTED.

13. PROVIDE EMERGENCY LIGHTING AS REQUIRED.

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

15. PROTECT WATER SUPPLY W/ AN APPROVED BACKFLOW PREVENTERAT EACH SINK WHICH HAS A SPRAYER OR THREADS THAT COULDACCEPT A HOSE.

16. RESTROOM FLOOR AND WALL FINISHES TO BE A SMOOTH, HARD,NONABSORBENT SURFACE. THE MINIMUM WALL SURFACE FINISH IFPAINTED IS EPOXY PAINT, OR OTHER MOISTURE RESISTANTMATERIAL.

Abbreviations1R 1 COAT ROD1S 1 COAT SHELFAFF ABOVE FINISHED FLOORALUM ALUMINUMCCS COLORED CONCRETE, SEALEDCPT CARPETCS CONCRETE, SEALEDDN DOWNFD FLOOR DRAINFO FACE OFGB GRAB BARGWB GYPSUM WALLBOARDHDWR HARDWAREMAT'L MATERIAL

MECH MECHANICALMR MIRRORNOM NOMINALOC ON CENTEROP HND OPPOSITE HANDPT PRESSURE TREATEDPVT PRIVATER RADIUSREF REFERENCESCH SCHEDULES GWB SUSPENDED GWBSND SANITARY NAPKIN DISPOSALSTR STRUCTURALT&G TOUNGE AND GROVET/ TOP OFTTD TOILET TISSUE DISPENSERVCT VINYL COMPOSITION TILEW/ WITH

50 E. Hickman Rd.

FDFDFD

FD

FD

CPTCCS

CP

TC

CS

EXTENTS OF UNOCCUPIEDMECH./STORAGE BASEMENTBELOW

6" PVCBELOW SLAB

6" PVCBELOW SLAB

6" PVC

BELOW

SLAB6" P

VC

BEL

OW

SLA

B

DOTTED LINE INDICATES SOUNDBATT INSULATION TO UNDERSIDEOF STRUCTURE ABOVE (12'-0" +/-)

DASHED LINEINDICATES LEADFACED GWB TO 8'-0"AFF

RAISEDPLATFORM OF PT2x6'S @ 16" OC W/15/32" T&G STRSHEATHING

1/2 WALLS TO48" AFF

GET READY ON DECK

SHADED WALLS INDICATE EXISTINGSHELL BUILDING CONSTRUCTION, TYP

TTDTTDSND

2x2POLYRESINMOP BASIN

Women - 105 SHOWN,Men - 106 OP HND

Women - 105 SHOWN,Men - 106 OP HND

REF PLAN FOR WIDTH REF PLAN FOR DEPTH

54 E. Hickman Rd.

60 E. Hickman Rd.

64 E. Hickman Rd.

Tenant Improvement for Warrior Station

Tenant Improvement for Warrior Station

View from Entry

View from On Deck Area

View into Lab

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Brewer’s Pub2704 Stange Road, Avenue, Ames, IA

An upscale bar for a college town, lo-cated in the classy neighborhood known as Somerset. Friendly staff, a huge selec-tion of bottled beer, and a laid-back atmo-sphere make this a great place to unwind after work or class.

Area: 2,470sfYear: 2003Role: Project Architect

Site before construction, 0ft lot line

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Westowne ApartmentsMortenson 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: Eight identical buildingsYear: 2006Role: Project Architect

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Des Moines Area Community College (DMACC)Career Academy Hunziker CenterSouth 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 Class-rooms. This project was completed in 2006.

Year: 2006Role: Project Architect, Team Leader, Lead Designer

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St. Pauls Lutheran Church and PreschoolAnkeny, 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: 2012Role: Project Architect, Lead Designer

Early Concept in Google Earth

Existing Site

0 20' 40' 80'N

ST

CP

CPCP

CP

T

ST

T

CS

T

COS

T

S

990

990

990

990

990

990

990

990

98898

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991

991

991

991

991

991

991

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991

991

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CP

CP

Play Area

(Adult Bible Study)

New Addition A: 8,535 sq ft

Existing A: 18,400 sq ft

Courtyard

Cor

ridor

Office

OfficeOffice

Storage

Refuse

Mech.

Classroom

Office Circ

ulat

ion

Storage

Sprinkler

Family Life Center

Circulation

Restroom Restroom

Restroom Restroom

Storage

Narthex

Sacristy

Sanctuary

Stor

Stor

Stair

Cor

ridor

Corridor

Storage

Fellowship Hall

Kitchen

ConferenceA: 616 sq ft

Storage/Mech.A: 550 sq ft

Restroom Restroom

ClassroomA: 252 sq ft


Storage

Office

Cor

ridor

Cor

ridor

LinkHall

PreschoolA: 2,087 sq ft

Kitchenette











Stor.ClassroomA: 254 sq ft

Youth RoomA: 633 sq ft

StorageA: 262 sq ft

Nursery

Link

1"=40'Schematic Site Plan - Option 310/28/2012

35' Building Setback Limits

New Paving

Property Line

Existing Building A: 18,401 sq ft


Schematic Deliverable (11x17 original)

0 20' 40' 80'N

ST

CP

CPCP

CP

T

ST

T

CS

T

COS

T

S

990

990

990

990

990

990

990

990

98898

9

991

991

991

991

991

991

991

991

991

991

991

991

991

991

T

T

CP

CP

Play Area

(Adult Bible Study)



Courtyard

Cor

ridor

Office

OfficeOffice

Storage

Refuse

Mech.

Classroom

Office Circ

ulat

ion

Storage

Sprinkler

Family Life Center

Circulation

Restroom Restroom

Restroom Restroom

Storage

Narthex

Sacristy

Sanctuary

Stor

Stor

Stair

Cor

ridor

Corridor

Storage

Fellowship Hall

Kitchen



Restroom Restroom



Storage

Office

Cor

ridor

Cor

ridor

LinkHall


Kitchenette













StorageA: 262 sq ft

Nursery

Link

1"=40'Schematic Site Plan - Option 310/28/2012

35' Building Setback Limits

New Paving

Property Line

Existing Building A: 18,401 sq ft


Schematic Deliverable (11x17 original)

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ST

CP

CP

990

991

991

991

991

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0 10' 20' 40'N

80'-0" 18'-0"

100'

-0"

18'-0"

14'-0

"

Play Area

(Adult Bible Study)



Courtyard

Cor

ridor

Office

OfficeOffice

Storage

Refuse

Mech.

Classroom

Office Circ

ulat

ion

Storage

Sprinkler

Family Life Center

Circulation

Restroom Restroom

Restroom Restroom

Storage

Narthex

Sacristy

Sanctuary

Stor

Stor

Stair

Cor

ridor

Corridor

Storage

Fellowship Hall

Kitchen



Restroom Restroom



Storage

Office

Cor

ridor

Cor

ridor

LinkHall


Kitchenette













StorageA: 262 sq ft

Nursery

Link

1"=20'Schematic Floor Plan - Option 310/28/2012

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 Life Center

Scematic Progress Sketch

ST

CP

CP

990

991

991

991

991

991

0 10' 20' 40'N

80'-0" 18'-0"

100'

-0"

18'-0"

14'-0

"

Play Area

(Adult Bible Study)



Courtyard

Cor

ridor

Office

OfficeOffice

Storage

Refuse

Mech.

Classroom

Office Circ

ulat

ion

Storage

Sprinkler

Family Life Center

Circulation

Restroom Restroom

Restroom Restroom

Storage

Narthex

Sacristy

Sanctuary

Stor

Stor

Stair

Cor

ridor

Corridor

Storage

Fellowship Hall

Kitchen



Restroom Restroom



Storage

Office

Cor

ridor

Cor

ridor

LinkHall


Kitchenette













StorageA: 262 sq ft

Nursery

Link

1"=20'Schematic Floor Plan - Option 310/28/2012

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 Life Center

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

Thank you for looking.Regards,

michael j. sloter, aia - portfolio

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