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St. Louis Pairrk,, MN 55416
1Phone: 95',22-653-2120
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A R C H I T E C T
L A M P E R T
A R C H I T E C T S
13837 NE Lincoln St.
Ham Lake, MN 55�04
Phone: 763-755-1211
C I V I L
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M E Y E R
R 0 H L I N , I N C
1111 Hwy 25 N
Buffalo MN 55313
Phone: 763-682-1784
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1128 Sibley Memorial Hwy.
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C E N T E
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C 0 M M E R C I A L P L A N R EVIEW FOR COD E C 0 M P L I A N C E
GENERAL INFORMATION EXITING I
A. PROJECT NAME: Parkside Commerciall Center A. DESIGN OCCUPANT LOAD (IBC 1003.2.2)
B. PROJECT LOCATION: Lot 2, Block 1, Park,,cside Commercial Center 1. Total Occupants To Be Determined On A Per Tenant Basis
Wright County, -Minntrsotcl B. EXITS
C. ZONING AND LAND USE: B-2A Special 118usiness District 1. Number Required (IBC 1004.2.1) = Per Tenant
D. LOT SIZE: Approx. 5.33 Acres (232,181 s.f.) 2. Number Accessible Required (IBC 1003.2.13) = Per Tenant
3. Arrangement (IBC 1004.2.2)
E. GREEN SPACE COVERAGE: 124,940 s.f./Z)3-2,181 s.f. 53.8% - Not Less Than 1/2 Overall Diagonal Non-Sprinklered Building)
F. BUILDING COVERAGE: 37,180 s.f./2X2,181 s.f. 16.0% - Not Less Than 1/3 Overall Diagonal �Sprinklered Building)
4. Travel Distance Maximums
- Exit Access (IBC 1004.2.4) = 300'
APPLICABLE CODES: - Common Path of Egress (IBC 1004.2.5) = 100'
A. IBC W\MN AMENDMENTS 2000 Edition 5. Vidth (The Greater of Two Conflicting Widths Shall Be Used)
B. ALBERTVILLE ZONING ORDINANCE Current Edition Design Exit Width (IBC 1003.2.3)
C. MINNESOTA STATE BUILDING CODE (MSBC) 2003 Edition Stairways = N/A
D. MHD PLUMBING CODE 2003 Edition Other Components = Per Tenant
E. NATIONAL ELECTRICAL CODE (NEC) 2001 Edition Stairways (IBC 1003.3.3.1) = 44l?
F. INTERNATIONAL ENERGY CONSERVATION CODE 2000 Edition Corridors (IBC 1004.3.2.2) = 441)
G. INTERNATIONAL FIRE CODE 2000 Edition Exit Passageways (IBC 1005.3.3) = 44"
H. UMC W\MN AMENDMENTS 1991 Edition Exit Doors (IBC 1005.3.3) = 32" Min Clear
J. MSBC, CHAPTER. 1307 - ELEVATORS 2003 Edition 48" Max Nom
K. MSBC, CHAPTER 1341 - ACCESSIBILITY 2003 Edition 6. Doors
L. INTERNATIONAL MECHANICAL CODE (IMC) 2000 Edition - Swing (IBC 1003.3.1.2)
Side Hinged Swinging Out At Occupant Load Greater Than 49
- Landings (IBC 1003.3.1.5)
BUILDING CLASSIFICATION Wildth Not Less Than Vidth of Door
Length in Direction of Travel Not Less Than 44"
A. OCCUPANCY GROUPS/ TYPE OF CONST (IBC, (Ctpt,3--& IBC Chpt 6) - Thresholds (IBC 1003.3.1.6)
(Note: For The Purpose Of This §eetiarG-fteas Are Taken To Th e Max Height = 1/2" - 1: 2 Beveled Edge If 1/4--1/2'
Interior Face Of Exterior Walls And Include% Areas Below Open - Consecutive Doors (IBC 1003.3.1.7) 48" + Door Width Apart
Canopies, Floor Cantilevers, Or Similar Overilhangs Vithout Walls.) - Lock or Latch (IBC 1003.3.1.8)
1. Office - Group B Operable From Inside Vithout Use of Knowledge or Keys,
- Type of Construction - V-R Manually Operated Flush Bolts or Surface Bolts Are Prohibited.
- Area - 37,11180 s.f. - Fire Exit Hardware (IBC 1003.3.1.9)
- Proposed Height - 23'4", 1 Story Verify Locations With Fire Marshal
- Accessory Uses (IBC 302.2) linclude:
- None
2. Mixed Occupancy (IBC 302.3) PLUMBING FIXTURES
None Ott
't
3. Incidental Uses (IBC 302.1.1) A. NUMBER FIXTURES REQUIRED (IBC 2902.1)
- None 1. Calculated On A Per Tenant Basis For Business Occupancy
B. FIRE- RESISTAN CE-RATED CONSTRUCTION Note: Bottled Water May Be Substituted For Drinking Fountains
1. Fire Walls (IBC 705) When Approved By the Building Official
- None Note: Up To 1/2 Of Required Water Closets May Be Substituted
2. Fire Barriers (IBC 706) As Urinals
B. LOCATION OF FIXTURES
Fire Barrier Rating Opening 1. Employee Fixtures (IBC 2902.4)
To Be Determined Hours - Minute - Not More Than 1 Story Above Or Below Regular Working Area
- Travel Distance Less Than 500 ft
3. Fire Partitions (IBC 708) 2. Public Fixtures (IBC 2902.6)
- a ore an ory ove r eow e u Ic rea
Fire Partition Rating Opening - Travel Distance Less Than 500 ft
To Be Determined - Hours - Minute
fNTUED
4.
Building
Elements (IBC Tables 601 & 6G,62�)
Element Rating
Structural Frame
0 Hours
Exterior Bearing Walls
0 Hours
n erior earin a s
ours
Exterio Non -Bearing Walls
0 Hours
-Bearing Walls
0 Hours
Floor Construction
0 Hours
Roof Construction
10 Hours
I
5. Exterior Wall Openings (IBC 704.8)
Separation Distance Greater Than 20- To 25 Feet
Classification Area of Opening
Unprotected No Limit
JProtected I No Limit
C. ROOF AND INTERIOR FINISH REQUIREMENTS
1. Minimum Roof Covering Classification (IBP- Table 1505.1) = Class
- (Contractor To Provide Class A Roof /Assembly)
2. Minimum Wall And Ceiling Finish Requirerinnent (IBC Table 803.4)
Building Component Finislh Class
Vertical Exits/ Clas,% B
Exit Passageways
Exit Access Corridors/ Clas-fs C
Other Exit ways
Rooms and Enclosed Clas,-s
Spaces
AUTOMATIC SPRINKLEER -REQUIREMENTS
A. AN NFPA 13 AUTOMATIC SPRINKLER SYSTEMI IS PROVIDED
THROUGHOUT THE BUILDING (IBC 903.3.1.1) -
A. ACCESSIBILITY (MSBC 1341)
1. Building is Accessible
B. GUARDS (IBC 1003.2.12 With State Amendments)
1. 42" High Minimum Guards Shall Be Installed Where A Change In
Levels Drops 30" Or More.
C. DRAFT STOPS
1. Floors (IBC 716.3)
- Not Required in Sprinklered Building Complying with 903.3.1.1
2. Attics (IBC 716.4)
- Not Required in Sprinklered Building Complying with 903.3.1.1
D. VENTILATION
1. Floors (IBC 1202.3)
Not Required
2. Attics (IBC 1202.2)
1 s.f./ 300 s.f. - 50% At Eave, 50% Near Ridge
E. ATTIC ACCESS (IBC 1208.2)
1. 20"00" Minimum Access Panel Required
F. SAFETY GLAZING (IBC 2406)
1. Safety Glazing Shall Be Installed In Hazardous Locations As
Specified In IBC.2406.2
G. RECYCLING SPACE (MSBC 1303.1500)
1. Exterior Trash Enclosures Provided
H. FIRE ALARM AND DETECTION SYSTEMS (IBC 907.2)
I Mnf Pa "irearl
L A M P E R T
A R C H I T E C T S
13837 NE Lincoln Street
Ham Lake, MN 55304 Iffil
Phone:763.755.1211 Fax:763.757.2849
lampert@lampert-arch.com
ARCHITECT CERTIFICATION:
I HEREBY CER11FY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
UCENSED ARCHITECT UNDER THE
LAWS OF THE STATE OF MINNESOTA.
�10�011�
SIGNATURE
LEONARD LAMPERT
PRINT NAME
13669
LICENSE NO.
06.03.05
DATE
RE(rT4 7,,7T0,1D
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Building lrisPectiOns
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1. PARKING AN 1 D MANEUVERING (Albertville Zoning Ordinance) Parkside(Cornmercial
1. Parking Stall Calculation 10904 57th Street NE
Cornmer-kcial Shell
OFFICE Lyon Cc,;Tntracting
37,180 s.f. (-10% of s.f.) @ 1/200 s.f. 167 Stalls B25-37
Copyright 2005
Total Stalls Required 167 Stalls Leonard Lampert Architects, P.A.
Total Stalls Provided 162 Stalls
Pro; ct Designer: BEN R.
1Proof Of Parking 5 Stalls
Accessible Requirement Per 167 Stalls 6 Stalls Drawn By. BJR
V/ (IBC Table 1106.1) Checked By. LL/LML
Revisions
2. Stall Size 3. Aisle Size 4. triDina .......
ALLOWABLE HEIGHT, ALLOWABLE AREA - 9'-0" x 20'-0" - 24'-0" - 4" White Stripes
A. ALLOWABLE HEIGHT (IBC Table 503) 5. Pavement Design
1. Group B, Type V-B (For all buildings) All Drive Aisles And Truck Maneuvering Areas
-- 40'-0", 2 Stories + Sprinkler lncrease,� ((IBC 504.2) 2" Bituminous Wear Course MN. D.O.T. 2331 Type 41
60'-0", 3 Stories 2" Bituminous Binder Course MN. D.O.T. 2331 Type 31
B. ALLOWABLE AREA (IBC Table 503) 8" Compacted Class 5 Base MN. D.O.T. 3138
1. Group B, Type V-B (Building #1) All Parking Areas
- Tabular Area 9,000 S.f. 1 1/2" Bituminous Wear Course MN. D.O.T. 2331 Type 41
- Frontage Increase (IBC 506.2) 1 1/2" Bituminous Binder Course MN. D.O.T. 2331 Type 3,
0 6" Compacted Class 5 Base MN. D.O.T. 3138
. ( 370'-8"
C') x I " -.25) X Verify With Existing Soil Conditions And Adjust Accordingly
370-8
6,750 s.f.
Sprinkler Increase (IBC 506.3)
Tabular Area x 3
27,000 s.f.
42,750 s.f.
2. Group B, Type V-B (Building #2; Similar-
(Gt Bldg. #3)
- Tabular Area
=
9,000 S.f.
- Frontage Increase (IBC 506.2)
CD 627'-4"
x 25) x
301
627-4"
30' =
6,750 s.t.
Sprinkler Increase (IBC 506.3)
Tabular Area x 3
=
27,000 s.f.
=
42,750 s.f.
3. Area Check
Building Area Check
V
Bldg. #1 - 7,520 s.f./42,750 s.f. =
li'/7,.6%
Bldg. #2 - 14,830 s.f./42,750 s.f.
= �20.3%
Bldg. #3 14,830 s.f./42,750 s.f.__.�:
'
20.37.
5-T8.2% < 100%
o
o 0
NOTE TO ALL DESIGNZBUILD CONTRACTORS
AND THEIR SUB- CONTRACTORS:
THE DESIG N/BUILD CONTRACTOR IS RESPONSIBLE FOR
REVIEWING ALL MECHANICAL, ELECTRICAL, PLUMBING,
FIRE SPRINKLER, OR ANY OTHER DESIGN/BUILD SUB-
CONTRACTOR'S DOCUMENTS AS PERTAINING TO THE
WORK FOR THIS PROJECT. IT IS THE DESIGN/BUILD SUB-
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE DESIGN/BUILD
CONTRACTOR OF ANY CONFLICTS WITH THE ARCHITECTURAL
V 1). 1 %.). V 1.0
%,1 1 1 I_JV UIVI I I I 11%L_
04.05.05
CHECK SET
06.03.05
ISSUED
SITE PLAN,
CODE REVIEW
& DETAILS
Sheet Number
AND STRUCTURAL DOCUMENTS DUE TO SIZES, LOCATIONS,
QUANTITIES, ROUGH -IN DIMENSIONS AND CODE INTERPRE-
TATIONS. THE DESIGN/BUILD CONTRACTOR IS RESPONSIBLE
FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF ANY
ARCHITECTURAL REVISIONS REQUIRED DUE TO THE COOR--
DINATION OF EACH DESIGN/BUILD SUB -CONTRACTOR'S
DOCUMENTS. Project No. 041027-1
-14