Permits - Permit# 00-36 - 4349 Warren Avenue - 1/1/2000Form No. 259 11 n 1 i t'n t i n n t Z A a n n
BUSINESS RECORDS CORPORATION, MINNESOTA
Waived........ .
No.. 00..36....... .
Otatle of Minritoota, .. CA t y .... of S p r i n g Park .........
County of .... Hennepin Office of ..Building Inspector
IN CONSIDERATION OF The statements and representations made by ......................
George Norling & City Administrator
.......................................................
in application therefor duly filed in this office, which application is hereby made a part hereof, PERMISSION IS HEREBY
GRANTED To said ............ George Norl ing & City Admi.nistrato...r
.............................as owner
to Construct Front Steps i n front o f building . a building described as follows: kind of construction
(build, erect, install, add to, alter, repair, move, wreck, as the case may be)
....................................................................................................
front or width in feet ................ : side or length in feet ................ ; height in feet ................
number of stories ............... : contents ............... cubic feet; ............... square feet, upon that
tract of land described as follows: Lot ................ Block ................. ; plat or addition ................
4349 Warren Avenue 18-117-23-43-0011
....................................................................................................
which tract is of the size and area specified in said application.
This permit is granted upon the express conditions that said owner and h l.s .. contractors, agents, workers and
employees, shall comply in all respects with the ordinances of the ... C i t y of Spring Park
that it does not cover the use of public property, such as streets, sidewalks, alleys, etc., for which special permits must
be secured; and that it does not cover the following: ... RQ n e , Qf , t h e. , f p 1,1.Q w i p.g . ....................... . .
(Electrical work, plumbing, heating, plastering, etc., if such there be.)
for which special permits must be secured.
Given under the hand of the l3 u i,l d i ng i n gyp,...... of said .. C i t.y............... and its corporate seal and
attested by its ..... , C.1 e r k ... , , . this ....1.8 t h day of . ,September 0 0
Attest:
William D. Weeks
..............................................
... Cler.k ...............
.......L.y i e. Oma 0............................ .
.5ui l.ding..Insp.e.ctor. .
A) Main steps and landings in upper portion are minimum 8' 0" wide, and lower
portion (around flag pole retainer) are minimum 4'0" wide. Sidewalk at street is 5' 4"
wide (same as Shoreline's sidewalks specifications and dimensions).
B) Railings will be on both sides of the steps (not in the center) to meet code.
Two (2) additional railings (not shown) are included at flag pole retainer area. Inside '
and outside (on walk).
C) Railings are similar to railings existing at east side of City Hall, i.e. V solid
square verticals with 1 3/4' inverted decorative channel tops. All railing material is
wrought steel, primed and finish painted black.
D) Concrete steps and risers are steel reinforced and "brush" finished to match `<
existing porch floor. Flag pole retainer facing and new upper step divider facing to be
of contrasting texture type finish to compliment existing City Hall architecture and
porch facing.
1'r 1'i llii.•�I I` •1
t / i
V V41. crTo 1`
-- �` /60
CITY OF ORONO
BUILDIN PERw T PLAN REVIEW
INSPECTOR
- DATE �1 ' I {oj — PERMIT No �
-�f'A�'tPROVED AS S�'SM TTED �- (�tKY�SC - S e� � � c�-� c� C-e�2�: �" � M►'�4 -(-I
del
❑ APPROVED WI T i•1 CORRECTIONS AS NOTED AIv YD CAtA— W,_& w t -n-c v ,c s n Q r15
0 NOT APPROVED... CORRECT & RESUBMIT
• - Ttoese comments are for your information. All work sne!i be dorta-
-__- _ .-`�-como!ianca_wittr .alt app!ic4le hu;Lding and zoning
_c�de. _
Re4q;cirements including items not specifically noted in this review..KEEP THIS PLAN SEi' ON SITE AT ALL TIMES
s
o c.44T E4
1`
Rttl,
.., * •
1997 UNIFORM BUILDING CODE 1003.3.1.10
1003.3.3.6
3. The egress -control device shall be capable of being deacti-
vated by a signal from a switch located in an approved location.
4. An irreversible process that will deactivate the egress -con-
trol device shall be initiated whenever a manual force of not more
than 15 pounds (66.72 N) is applied for two seconds to the panic
bar or other door -latching hardware. The egress -control device
shall deactivate within an approved time period not to exceed a
total of 15 seconds. The time delay established for each egress -
control device shall not be field adjustable.
5. Actuation of the panic bar or other door -latching hardware
shall activate an audible signal at the door.
6. The unlatching shall not require more than one operation.
A sign shall be provided on the door located above and within
12 inches (305 mm) of the panic bar or other door -latching hard-
ware reading:
KEEP PUSHING. THIS DOOR WILL OPEN IN
SECONDS. ALARM WILL SOUND.
Sign lettering shall be at least 1 inch (25 mm) in height and shall
have a stroke of not less than 1/8 inch (3.2 mm).
Regardless of the means of deactivation, relocking of the
egress -control device shall be by manual means only at the door.
1003.3.1.11 Safety glazing identification. Regardless of the
occupant load served, glass doors shall conform to the require-
ments specified in Section 2406.
1003.3.2 Gates.
1003.3.2.1 General. Gates serving a means of egress system
shall comply with the requirements of Section 1003.3.2.
1003.3.2.2 Detailed requirements. Gates used as a component
in a means of egress system shall conform to the applicable
requirements of Section 1003.3.1.
EXCEPTION: Gates surrounding stadiums may be of the horizon-
tal sliding or swinging type and may exceed the 4-foot (1219 mm) max-
imum leaf width limitation.
1003.3.3 Stairways.
1003.3.3.1 General. Every stairway having two or more risers
serving any building or portion thereof shall comply with the
requirements of Section 1003.3.3. For the purposes of Section
1003.3.3, the term "stairway" shall include stairs, landings, hand-
rails and guardrails as applicable. Where aisles in assembly rooms
have steps, they shall comply with the requirements in Section
1004.3.2.
EXCEPTION: Stairs or ladders used only to attend equipment or
window wells are exempt from the requirements of this section.
For the purpose of this chapter, the term "step" shall mean those
portions of the means of egress achieving a change in elevation by
means of a single riser. Individual steps shall comply with the
detailed requirements of this chapter that specify applicability to
steps.
1003.3.3.2 Width. The width of stairways shall be determined as
specified in Section 1003.2.3, but such width shall not be less than
44 inches (1118 mm), except as specified herein and in Chapter 11.
Stairways serving an occupant load less than 50 shall not be less
than 36 inches (914 mm) in width.
Handrails may project into the required width a distance of
31/2 inches (89 mm) from each side of a stairwa•:. Stringers and
other projections such as trim and similar decorative features may
project into the required width I V) inches (38 mr ) from each side.
1003.3.3.3 Rise and run. The rise of steps and stairs shall not be
less than 4 inches (102 mm) nor more than 7 inches (178 mm). The
greatest riser height within any flight of stairs shall not exceed the
smallest by more than 3/8 inch (9.5 mm). Except as permitted in
Sections 1003.3.3.8.1, 1003.3.3.8.2 and 1003.3.3.8.3, the run
shall not be less than 11 inches (279 mm) as measured horizontally
between the vertical planes of the furthermost projection of adja-
cent treads or nosings. Stair treads shall be of uniform size and
shape, except the largest tread run within any flight of stairs shall
not exceed the smallest by more than 3/8 inch (9.5 mm).
EXCEPTIONS: 1. Private steps and stairways serving an occupant
load of less than 10 and stairways to unoccupied roofs may be
constructed with an 8-inch-maximum (203 mm) rise and a 9-inch-
minimum (229 mm) run.
2. Where the bottom or top riser adjoins a sloping public way, walk
or driveway having an established grade (other than natural earth) and
serving as a landing, the bottom or top riser may be reduced along the
slope to less than 4 inches (102 mm) in height with the variation in
height of the bottom or top riser not to exceed 1 unit vertical in 12 units
horizontal (8.3% slope) of stairway width.
1003.3.3.4 Headroom. Every stairway shall have a headroom
clearance of not less than 6 feet 8 inches (2032 mm). Such clear-
ances shall be measured vertically from a plane parallel and tan-
gent to the stairway tread nosings to the soffit or other construction
above at all points.
1003.3.3.5 Landings. There shall be a floor or a landing at the top
and bottom of each stairway or stair run. Every landing shall have
a dimension measured in the direction of travel not less than the
width of the stairway. Such dimension need not exceed 44 inches
(1118 mm) where the stair has a straight run. At least one inter-
mediate landing shall be provided for each 12 feet (3658 mm) of
vertical stairway rise measured between the horizontal planes of
adjacent landings. Landings shall be level except that exterior
landings may have a slope not to exceed 1/4 unit vertical in 12 units
horizontal (2% slope). For landings with adjoining doors, see Sec-
tion 1003.3.1.7.
EXCEPTIONS: I. In Group R, Division 3, and Group U Occupan-
cies and within individual units of Group R, Division l Occupancies,
such length need not exceed 36 inches (914 mm) where the stair has a
straight run.
2. Stairs serving an unoccupied roof are exempt.from these require-
ments.
1003.3.3.6 Handrails. Stairways shall have handrails on each
side, and euery.,s 35-
' to
handrail for each 88 inches (2235 mm) of required width. Inter-
mediate handrails shall be spaced approximately equally across
with the entire width of the stairway.
EXCEPTIONS: 1. Stairways less than 44 inches (1118 mm) in
width or stairways serving one individual dwelling unit in Group R,
Division 1 or 3 Occupancy or a Group R, Division 3 congregate resi-
dence may have one handrail.
2. Private stairways 30 inches (762 mm) or less in height may have
a handrail on one side only.
3. Stairways having less than four risers and serving one individual
dwelling unit in Group R, Division I or 3, or a Group R, Division 3 con-
gregate residence or Group U Occupancies need not have handrails.
The top of handrails and handrail extensions shall not be placed
less than 34 inches (864 mm) nor more than 38 inches (965 mm)
above landings and the nosi.,g of treads. Handrails shall be contin-
uous the full length of the stairs and at least one handrail shall
extend in the direction of the stair run not less than 12 inches (305
mm) beyond the top riser nor less than 12 inches (305 mm) beyond
the bottom riser. Ends shall be returned or shall have rounded ter-
minations or bends.
EXCEPTIONS: 1. Private stairways do not require handrail exten-
sions.
1-109
1003.3.3.6
1003.3.4.4
1997 UNIFORM BUILDING CODE
2. Handrails may have starting or volute newels within the first tread
on stairways in Group R, Division 3 Occupancies and within individual
dwelling units of Group R, Division 1 Occupancies.
The hand -rip portion of handrails shall not be less than
11/4 inches'(32'mm) nor more than 2 inches (51 mm) in cross -
sectional dimension or the shape shall provide an equivalent grip-
ping surface. The handgrip portion of handrails shall have a
smooth surface with no sharp corners. Handrails projecting from a
wall shall have a space of not less than 11/2 inches (38 mm)
between the wall and the handrail.
1003.3.3.7 Guardrails. Stairways open on one or both sides shall
have guardrails as required by Section 509.
1003.3.3.8 Alternative stairways.
1003.3.3.8.1 Circular stairways. Circular stairways conform-
ing to the requirements of this section may be used as a means of
egress component in any occupancy. The minimum width of run
shall not be less than 10 inches (254 mm) and the smaller stairway
radius shall not be less than twice the width of the stairway.
1003.3.3.8.2 Winding stairways. In Group R, Division 3 Occu-
pancies and in private stairways in Group R, Division 1 Occupan-
cies, winding stairways may be used if the required width of run is
provided at a point not more than 12 inches (305 mm) from the
side of the stairway where the treads are narrower, but in no case
shall the width of run be less than 6 inches (152 mm) at any point.
1003.3.3.8.3 Spiral stairways. In Group R, Division 3 Occupan-
cies and in private stairways within individual units of Group R,
Division 1 Occupancies, spiral stairways may be installed. A spi-
ral stairway is a stairway having a closed circular form in its plan
view with uniform section shaped treads attached to and radiating
about a minimum diameter supporting column. Such stairways
may be used as a required means of egress component where the
area served is limited to 400 square feet (37.16 m2).
The tread shall provide a clear walking area measuring at least
26 inches (660 mm) from the outer edge of the supporting column
to the inner edge of the handrail. The effective tread is delineated
by the nosing radius line, the exterior arc (inner edge of railing)
and the overlap radius line (nosing radius line of tread above).
Effective tread dimensions are taken along a line perpendicular to
the center line of the tread. A run of at least 71/2 inches (191 mm)
shall be provided at a point 12 inches (305 mm) from where the
tread is the narrowest. The rise shall be sufficient to provide a
headroom clearance of not less than 6 feet 6 inches (1981 mm);
however, such rise shall not exceed 91/2 inches (241 mm).
1003.3.3.9 Interior stairway construction. Interior stairways
shall be constructed based on type of construction requirements as
specified in Sections 602.4, 603.4, 604.4, 605.4 and 606.4.
Except where enclosed usable space under stairs is prohibited
by Section 1005.3.3.6, the walls and soffits of such enclosed space
shall be protected on the enclosed side as required for one -hour
fire -resistive construction.
Stairways exiting directly to the exterior of a building four or
more stories in height shall be provided with a means for emer-
gency entry for fire department access. (See the Fire Code.)
1003.3.3.10 Protection of exterior wall openings. All openings
in the exterior wall below and within 10 feet (3048 mm), measured
horizontally, of openings in an interior exit stairway serving a
building over two stories in height or a floor level having such
openings in two or more floors below, shall be protected by fixed
or self -closing fire assemblies having a three -fourths -hour fire -
protection rating. See Section 1006.3.3.1.
EXCEPTIONS: 1. Group R, Division 3 Occupancies.
2. Protection of exterior wall openings is not required where the
exterior openings in the interior stairway are protected by fixed or self -
closing fire assemblies having a three -fourths -hour fire -protection
rating.
3. Protection of openings is not required for open parking garages
conforming to Section 405.
1003.3.3.11 Stairway to roof. In buildings four or more stories in
height, one stairway shall extend to the roof surface, unless the
roof has a slope steeper than 4 units vertical in 12 units horizontal
(33% slope).
1003.3.3.12 Roof hatches. All required interior stairways that
extend to the top floor in any building four or more stories in
height shall have, at the highest point of the stair shaft, an
approved hatch openable to the exterior not less than 16 square
feet (1.5 m2) in area and having a minimum dimension of 2 feet
(610 mm).
EXCEPTION: A roof hatch need not be provided on pressurized
enclosures or on stairways that extend to the roof with an opening onto
that roof.
1003.3.3.13 Stairway identification. Stairway identification
signs shall be located at each floor level in all enclosed stairways
in buildings four or more stories in height. Such signs shall iden-
tify the stairway, indicate whether or not there is roof access, the
floor level, and the upper and lower terminus of the stairway. The
sign shall be located approximately 5 feet (1524 mm) above the
landing floor in a position that is readily visible when the door is in
either the open or closed position. Signs shall comply with
requirements of UBC Standard 10-2.
1003.3.4 Ramps.
1003.3.4.1 General. Ramps used as a component in a means of
egress system shall conform to the requirements of Section
1003.3.4.
EXCEPTION: Ramped aisles within assembly rooms shall con-
form to the requirements in Section 1004.3.2.
1003.3.4.2 Width. The width of ramps shall be determined as
specified in Section 1003.2.3, but shall not be less than 44 inches
(1118 mm), except as specified herein and in Chapter 11. Ramps
serving an occupant load of less than 50 shall not be less than
36 inches (914 mm) in width.
Handrails may project into the required width a distance of
31/2 inches (89 mm) from each side of a ramp. Other projections,
such as trim and similar decorative features, may project into the
required width 11/2 inches (38 mm) from each side.
1003.3.4.3 Slope. The slope of ramps required by Chapter 11 that
are located within an accessible route of travel shall not be steeper
than 1 unit vertical in 12 units horizontal (8.3% slope). The slope
of other ramps shall not be steeper than I unit vertical in 8 units
horizontal (12.5% slope).
1003.3.4.4 Landings. Ramps having slopes steeper than 1 unit
vertical in 20 units horizontal (5% slope) shall have landings at the
top and bottom, and at least one intermediate landing shall be pro-
vided for each 5 feet (1524 mm) of vertical rise measured between
the horizontal planes of adjacent landings. Top landings and inter-
mediate landings shall have a dimension measured in the direction
of ramp run of not less than 5 feet (1524 mm). Landings at the bot-
tom of ramps shall have a dimension in the direction of ramp run of
not less than 6 feet (1829 mm).
Doors in any position shall not reduce the minimum dimension
of the landing to less than 42 inches (1067 mm) and shall not
reduce the required width by more than 7 inches (178 mm) when
fully open.
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
1-110
R
CITY OF SPRING PARK APPLICATION FOR MECHANICAL PERMIT
BOX 452 (4349 Warren Avenue)
Spring Park, MN 55384
GENERAL INFORINLkTION
1. You may apply for mechanical permits by mail or in person at the City offices. Applications will be
reviewed and a permit will be issued within 2 working days.
2. Permit cards will be sent by return mail after a review is completed. PERMITS ARE NOT VALID
UNTIL YOU RECEIVE A PERl14IT. WORK MUST NOT BEGIN UNTIL THE PERMIT CARD IS
POSTED ON THE JOB SITE.
3. Mechanical Designs - Complete calculations, details and specifications are required for each heating,
ventilation, humidification -dehumidification, and air conditioning installation including heat loss/hea[ gain
calculation, design temperatures, equipment ratings and identification as to type, manufacturer and model.
Data shall be presented on form provided. Identification of and specifications for water heating equipment
shall also be provided.
4. When any new construction or remodeling is involved, a separate building permit must be obtained.
5. All work must be done in accordance with the Uniform Mechanical Code/State Building Code
requirements.
All work must be inspected (rough -in and final). Call 473-7357. 24-hour notice required.
House Heating Test Record must be submitted before final.
Instructions Complete all items on this application. Compute the permit fee. Sign and date the certification.
INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. If you have questions, call 47 -7157, r
Please check one: New Addition Repair Replace
Residential Commercial
JOB SITE: `43 Z/ -Y
Owner's Name- r
Mailing Address: AO,
Contractor's Name:
MailingAddress: 2 ii
SYSTEM DESCRIPTION
HEATING SYSTE.
Make:
Model:
Fuel:
Flue Size:
Input BTUs:
Output BTUs:
CFM:
COOLING SYSTEMS
Quantity:
Make:
Model:
Tons:
H. Power
L_.
Zip:
,L. Telephone Number:
City: JA Zip: Ss��
c TelephoneNumber: 4/�/ - &fs7
City: Zip:
WOOD BURNING EQUIPMENT
Wood stove with flue
Wood combination or add -on
Factory fireplace with flue
Factory Fireplace (s)
Wood Stove (s) _
Brand Name
Mfgr's Min., Clearances, side
VENTILATION
No.
No.
No.
Freestanding Masonry
Franklin, other
Model No.
rear min. flue dia.
Total
Kitchen Exhaust ducted
Bath Exhaust (must be ducted outside)
Other Fans: Locations
recirculating cfm
cfm
cfm
Total
FUEL STORAGE (MUST BE APPROVED BY FIRE MARSHAL)
Installation Removal
Fuel oil: gallons underground inside outside
LP Gas: gallons
Other Gas opening
PERMIT FEE CALCULATION
1. 1.25 0 of Contract Price* or Minimum Fee $35.00)
-1,2" x .0125 $. ov
(contract price)
2. State Surcharge. ** Add the State Building Code Division
Surcharge to each permit. $ §,;� x .0005 $
(contract price)
or $.50, whichever is greater
3. Postage and Handling (Only mail -in applications) $—
4. TOTAL PERMIT FEE (Add lines 1-3 above) $ �/ G o
* CONTRACT PRICE or JOB COST means the actual or estimated dollar amount charged for the permitted.
work including materials, labor, profit, and other fixed costs. It is the amount to be charged to the
customer for the work done. If any material, equipment, labor, or installation are furnished by the owner,
tenant or any other parry the reasonable market value of such items must be added to the estimated cost
or contract price for permit fee purposes. In the event that there is a dispute on the amount of the job cost,
the City may request the submission of a signed copy of the actual contract.
** The STATE SURCHARGE is .0005 of the contract price under $1,000,000 or $.50 - whichever is
greater. For valuations over $1,000,000 call the Department of Inspectional Services for the price.
The undersigned hereby applies to the City for issuance of a Mechanical Permit, agrees to do
all work in strict accordance with the ordinances of the City and the regulations of the Minnesota
State Building Code, and certifies that all statements made on this application are complete, true
and correct.
Applicant's Signature:
Approved By:
Date:
Date:%�'�s
' CITY OF SPRING PARK
P. O. BOX 452
4349 WARREN AVENUE
SPRING PARK, MN 55384
952-471-9051 FAX 952-471-9160
BUILDING PERMIT APPLICATION
Building Permit Application Requirements:
Date Received 911-4 loo
1. Application to be filled out & signed
Date Approved
2. Mechanical Permit Application & Calculation filled out
Permit No.
3. Energy Calculations filled out
4. Furnish a Certificate of Survey - See Attached
5. Furnish 3 sets of Construction Plans
Fees To Be Charged:
a)1 set for City files
Permit
b)1 set for builder to use on site
State Surcharge
c)1 set for City Building Inspector
Plan Review
Construction Plans should include:
SAC Charge
1. First floor plan
Availability Chrg
2. Footing & foundation plan
3. Elevations of all sides
TOTAL
4. Wall sections & cross sections
_
5. Details - stairs & any special connections
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
THE APPLICANT IS (CIRCLE ONE) OWNER OR �/ CONTRACTOR �/
/,/
JOB SITE ADDRESS y,3 �7 �/�i L�r /✓ �1��= lr/ - //7 �-3 - yd -a a 1,,
NAME OF OWNER % l '/ a,-- �4 ��.�i i1/G i� iL�HOME PHONE 4"Vl- 1�-WORK PHONE
MAILING ADDRESS 7 �`I% !�v/,��En� /�!% CITY �i.�'' �G �'/��'� ZIP
CONTRACTOR C�=r� /rric���N�' PHONE MOBILEPHONE
MAILING ADDRESS �/�i� �G/N �' %� CITY • �� ZIP
STATE LICENSE NO.
ARCHITECTIENGINEER PHONE
MAILING ADDRESS
k -11
CITY
REGISTRATION NO.
ZIP
TYPE OF WORK: NEW ADDITION ACCESSORY STRUCTURE MOVE DEMO
REMODEL/ALTERATION RENOVATE LAND ALTERATION
PROPOSED WORK (Describe in Detail)
ZONING DISTRICT
STORIES SO. FEET OR EACH FLOOR NO. OF BEDROOMS GARAGE STALLS
ATTACHED OR DETACHED BLDG. SIZE: LENGTH WIDTH HEIGHT
ESTIMATED CONSTRUCTION VALUATION (excluding land) $ I
.BUILDING PERMIT APPLICATION
.PAGE 2
HARDCOVER CALCULATION WORKSHEET
A. House X =
S.F.
Length width
X =
S.F.
B. Garage X =
S.F.
C. Driveway X =
S.F.
X =
S.F.
D. Sidewalk X =
S.F.
X =
S.F.
E. Patio/Deck X =
S.F.
F. Other X =
S.F.
1. TOTAL HARDCOVER
S.F.
2. TOTAL PROPERTY AREA
S.F.
1 DIVIDED BY 2 X 100 =
%
I hereby apply for a building permit and 1 acknowledge that theenforiTtion above is complete and accurate; that the work will be In conformance
with the ordinances and codes of the City and wffiythq State ilding ,C e; that I understand this is not a permit and work is n to start without
a permit; and that the work will be In accordan h he p ved I
APPLICANT'S SIGNATURE t DATE
INSPECTION REQUIRED: WORK REQUIRING SEPARATE PERMITS:
Footing before a pour Plumbing
Framing rough -in Mechanical
Insulation Well
Wallboard before taping Grading & filling
FINAL before occupancy Sewer
Water
WORK BEYOND OR WITHOUT A REQUIRED
INSPECTION WILL BE SUBJECT TO PENALTY Electrical from State
24 HOUR NOTICE REQUIRED CALL 249-4600
ZONING CERTIFICATE
I do hereby certify to the Orono Building Official that the following described work has been reviewed for
compliance with the Zoning Requirements of the City of Spring Park and will be approved for construction upon
approval of the construction plans by the Building Official.
Name Date
BUILDING CODE PLAN REVIEW
Name z-� CQA,,z -
Date 9 —1 8 `00