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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE,
AND UTILITY CONNECTION PERMIT
Date Rce' d
G7. 8 _ 0 7
w.ts+vvood Dn ve
1. White File I PERMIT NO I
~':~~w ~:Iico" . 0 7 ()48 2-
ZONING (office use)
CI
LEGAL DESCRIPTION (office use only)
LOT
ADDITION
PID25. 9.36.001. 0
BLOCK
~=~\SD dt11t1 (Phone) 010)- ;lJ-{P- ()C(X)
(Address) l1SWO TOWl-'Y S;+. SE;, V{f OV ltlit, M~ ~ld-
~~~~~Name) eM [,onSWlItL-h Dn COYYl()t~Y\,/, (nL-(Phone) q9-~ttS- ~).~3
(Contact Name) CVl.VlLIL. lJ.e.tdSon (Phone) t1s~- S"P)5- K~)~
(Address) J 5 \ II Aw, S. v~v,' lie M/\J ld:?~'
o Fireplace
TYPE OF WORK 0 New Cons~.o.n ODeck OPorch ORe-Roofing ORe-Siding
OAddition ~teration OUtility Connection 0 Misc.
,CODE: DI.R.C. DI.B.C.
Type of Construction:
Occupancy Group:
Division:
A
B
I
E
illIVVAB
HIM R S U
2 3 4 5
n
F
1
OLower Level Finish
PROJECT COST /V ALUE
(excluding land)
$ (PI I:::JJO
I hereby certify that I have furnished infonnation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner lIr authonzed agent for the
above-mentIOned and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the bui1cling
official can 0 e it for just cause. FurtherrllOl'e. I hereby agree lhatthe city official or a designee may 7ter upon the property to perform needed Inspections.
X' ~_A ~~~7
Signature Contractor's License No. Date
Permit Valuation SC(),-
Pennit Fee $ 14-1.2.5'
Plan Check Fee $ ';.11
State Surcharge $ 3.Sl)
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Pennit Fee $
Gas Fireplace Permit Fee S
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; I"; $
Pressure Reducer $
Sewer/Water Connection Fee # $
Water Tower Fee # $
Builder's Deposit S
Other $
TOTAL DUE MuelJ C, .15, c7 S ZA- (P , 4-fo
I~~~~
I :;ceiPtN~~
TIus is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requcsted. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence, Before uccupancy, a Cl-rtiflCale of Occupancy must be
issued
Planning Director
Date Special Conditions. if any
24 hour notice for all inspections (~2) 447-98!lO. fax (~:Z) 447-424~
16200 Eagle Creek Avenue Prior Lake, MN 55372
......t..,. ..,
~
PRIOR LAKE
INSPECTION
RECORD
~:EAg~~~:K S37~ j!&;lf-OM /)(2.
USE OF BUILDING k;lt..- VI' f}a;JL j
PERMIT NO. 07 ~48Z- DATE ISSUED (P1t4-1o 7
BUILDER C 11 f!(}IJ5J7'Z-uC77c)/V PHONE # 9)2-89"5"-!Jz 2.-.3
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTOR
DATE
'lI"JJ r~a. , I
PLACE NO CONCRETE UNTIL ABOVE ~ BEEN SIGNED
J FRAMING I I/l,I; I <6" < I~
I FINAL
~I
yvJt1r/)
FOR ALL INSPECTIONS (952) 447-9850
MAY-16-2007 16:39
WOLD ARCH ITECTS
651 223 5646 P.03
WOLD ARCRM'ECTS AND ItNCINJ>J!:llS
melD
305 ST. rETER STREET
ST. PAUL, MN SSIOZ
I'M: 651.1%3.5646 TEL; 651.127.7773
KITCHEN UPGRADES AT
WESTWOOD ELEMENTARY
Prior Lake-Savage Area Schools
Independent School District #719
PROJECT MANUAL/
DRAWINGS/ DETAILS OF
CONSTRUCTION
12. o\,.\. U r ~ t1-
S1UJ>>H>I~ \bot.. CI
(
IN ()
D/JE
~ACCEPTED S ITTED
Q ACCEPTED WITH coRRECTIONS AS NOTED
Q NOT ACC~RRECT & ~~shalI be done
These romments are ~ your ~bui1din9 & zonlng coda
In tull compliance y,~ au applh.id.u.e notedinthis~
require..-nen1SincludingitslTlSSnETo1specifical!yON Sl1Etu AU.l1M!!.!ay 11 , 2007
rr-a THIS PLAN
Set No.
Project No. 072054
WOLD ARCHIT~CTS ANI) ENGINHERS
MAY-16-2007 16:39
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Section No.
00 01 10
Quote Sections
Division Two
02 41 19
Di~s'OJl Eil!ht
08 33 00
Division Nine
09 30 00
Architeetllul Drawines
All
Al2
Al3
1/1-5
1/4 -3
Electrical Drawinl!'s
Ell
E/2
,(
\
No. 072054
LJOLD ARCHITECTS
SECTION 00 0110
PROJECT MANUAL TABLE OF CONTENTS
Title
Table of Contents
Selective Demolition
Coiling Doors
Tile
Overall Floor I Partial Site Plan
Demolition Plan
Floor Plan
Demolition Detail
Floor and Wall Detai!
Electrical Specifications
Electrical Floor Plan and Schedules
00 01 03-1
651 223 5646
P.04
Title Page
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WOLD ARCH ITECTS
651 223 5646
P.05
SECTION 024119
SELECTIVE DEMOLITION
PART 1: GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1
Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section requires the selective removal of the following:
I. Portion.'l of existing building indicated on drawings: and as required, to be removed and disposed of off liite, to
accommodate new construction.
2. Removal and protection of existing flXtures, materials, and equipment items indicated "salvage."
B. Related work specified elsewhere:
1. Remodeling construction work and patching are included within the respective sections of specifications.
C. Related work by others:
1. Removal of movable furnishings and equipment is by Owner.
1.03 SUBMI'IT ALS
A. Schedule indicating proposed sequence of operations for gelecrive demolition work to Owner's Representative for
review prior to start of work. Include coordination for shutoff, capping, and continuation of utility services as
required, together with details for dust and noi~e control.
I. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-
~ite operations.
2. Coordinate with Owner's continuing occupation of portions of existing building and with Owner's partial
occupancy of completed new construction areas.
B. Photographs of existing conditions of structure surfaces, equipment, and adjacent improvements that might be
misconstrUed as damage related to removal operations. File with Owner's Representative prior to start of work.
C. Product data and Material Safety Data Sheets for any hazardou$, highly odoriferous, Or high volatile materials to be
used, along with procedure and safeguard.~ to be followed during the use of each.
1.04 JOB CONDITIONS
A. Occupancy: Owner will occupy portions of the building immediately adjacent to areas of selective demolition.
Conduct selective deTtlolition work in manner tbat will minimize need for disruption of Owner's nonnal operations.
Provide minimum of 72 hours advance notice to Owner's Representative of demolition activities that will affect
Owner's normal operations.
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B. Condition of Structuros: Owner aSSumes no responsibility for actual condition of items or strucrures to be
demolished.
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1. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as
practicable. However, minor variations within structure may occur by Owner's removal and salvage
operations prior to start of selective demolition work.
C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to Contractor may be
removed from structure as work progresses. Transport salvaged items from site as they are removed.
1. Storage or sale of removed items on site: will not be permined.
D. Protection: Provide temporary barricades and other fonns of protection to protect Ovm.er's personnel, studentS and
general public from injury due to selective demolition work.
1. Coordinate protective measures with those to be performed or constnlcted for asbestos abatement work.
Avoid duplication of work where practical.
2. Provide protective measures as required to provide free and safe passage of Owner's personnel and general
public to occupied portions of building.
3. Erect temporary covered passageways 8$ required by authorities having jurisdiction.
4. Provide interior and exterior shoring, bracing, or support to prevent movement, senlement, Or collapse of
structure or element to be demolished and adjacent facilities or work to remain.
5. Protect from damage existing finish work that is to remain in place and which becomes exposed during
demolition operatioll$.
6. Protect floors with suitable coverings when necessary.
7. Construct temporary insulated dustproof partitions where required to scpacate areas where noisy, dirty or
dusty operations are performed. Construct partitions out of metal stud, poly and gypsum board and provide
duatproof doors and security locks.
8. Provide temporary weather protection during interval between demolition and removal of extStmg
constmction on exterior surfaces and installation of new construction to ensure that no water leakage or
damage occun; to structure or interior areas of existing building.
E. Damages: Promptly repair damages caused to adjacent facilities by demolition work.
F. Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with roads,
streets, walks, and other adjacent occupied or used facilities.
I. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written
pormission from authorities having jurisdiction. Provide alternate routes around closed Or obstructed traffic
ways if required by governing regulations.
G. Flame Cutting: Do not use cutting torches for removal until work area is cleared of flammable materials. At
concealed spaces, flame cutting will not be allowed. Maintain portable fire suppression devices during flame-
cutting operations.
H. Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage during
demolition operations.
1. Do not intemtpt utilities serving occupied or used facilities or spaces, except when authorized in writing by
authorities having juri..~dictiotl. Provide temporary services during interruptions to existing utilities, as
acceptable to Owner.
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2. Maintain fire protection services during selective demolition operations.
3. Maintain HV AC functions in occupied spaces, in so far as possible. Provide temporary heating and ventilation
as required to maintain acceptable working conditionll. Do not interrupt functions to occupied spaces, except
as shown on the demolition plans or when authorized in writing by the Owner.
1. Environmental Controls: Use temporary enclosures, and other methods to limit dust and dirt migration. Comply
with governing regulations pertaining to environmental protection.
1. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and
pollution, or damage to flnishes or occupied spaces.
J. Do not use highly odoriferous, hazardous or highly volatile chemicals during demolition without the approval of
the Owner. Provide appropriate safeguards during the use of such approved materials.
K. Lead Containing Materials: The existing building may contain lead-containing materials, including lead paint. It is
the Contractor's responsibility to meet all governmental regulations when dealing with and disposing of lead
containing nlaterials.
PART 2: PRODUCTS (Not Applicable)
PART 3: EXECUTION
3.01 PREPARATION
A. General: Provide interior and exterior shoring, bracing, or support to prevent movement, senlement, Or collapse of
areas to be demolished and adjacent facilities to remain.
1. Ccase operations and notify Architect immediately if safety of strUcture appears to be endangered. Take
precautions to support Stl11cture until determination is made for continuing operations.
2. Cover and protect furniture, equipment, and fIXtures from soilage or damage when demolition work is
performed in areas where such items have not been removed_
3. Erect and maintain dust-proof partitions and closures as required co prevent spread of dust or fumc;:s to
occupied portions of the building.
a. Where selective demolition occurs immediately adjacent to occupied portions of the building, construct
dust.proof partitions of minimum 3-5/8" mctal studs inch studs, SIB-inch drywall (joints taped) on
occupied side, II2-inch fICe-retardant plywood on demolition side. Fill partition cavity with insulation.
Provide lockable dustproof doors.
b. Provide similar weatherproof closures for exterior openings resulting from or immediately adjacent to
demolition work.
4. Locate, identify, stub off, and disconnect utility services that are not indicated to remain.
a. Provide bypass connections as necessary to maintain continuity of service [0 occupied areas of building.
Provide minimum of 72 hours advance notice to Owner if shutdown of se1Vice is necessary during
changeover.
5. I\sbestos containing materials shall be removed only by a licensed. asbestos abatement contractor. In the event
that asbestos containing materials are encountered during the demolition process, implement the fonowing
procedures:
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a. If the materials is not di.~turbed, stop work in the immediale area and notify the Owner who will arrange
for abatement ofthc material.
b. If the material has beon disturbed by demolition operation, or is otherwise loose or damaged, evacuate
the immediate area and restrict access to all personnel. Shut off or isolate HV AC to the area. Notify the
Owner and do not re-enter space until abatement is complete and penmssion has been received.
c. Rearrange selective demolition schedule as necessary to continue overall job progress without undue
delay.
3.02 DEMOLITION
A. General: Perform selective demolition work in a systematic manner. Use such methods 8.';l required to complete
work indicated on Drawings iu accordance with demolition schedule and governing regulations.
I. Demolish concrete and masonry in small sectious. Cut concrete and masonry at junctures with conslrucbon to
remain using power-driven masonry saw or hand tools.
2. For interior slabs on ,grade, use removal methods that will not crack Or structurally disturb adjacent slabs or
partitions. Use power saw where possible.
3. Completely fill below-grade areas and voids resulting from demolition work. Use compacted backfill.
4. Provide for effective air and water pollution controls as required by local authorities having jurisdiction.
B. If unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are
encountered, investigate and measure both nature and extend of the conflict. Submit report to Architect in written,
accurate detail. Pending receipt of directive from Architect, rearrange selective demolition schedule as necessary to
continue overall job progress without undue delay.
C. I,eave all surfaces and work ready and acceptable to the next trade. Use only materials and teChniquell that are
acceptable to subsequent trades to remove materials from surfaces to remain.
I. Remove adhesive and other materials where wall and floor coverings 1Ul; removed.
2. Patch or repair demolition in excess of that shown On drawings.
3.03 SALVAGED MATERIALS
A. Salvaged Items: Where indicated on Drawings as "Salvage", carefully remove indicated items, cJean and store.
I. Furniture/building contents, not scheduled for reuse, remain property of Owner. Notify Architect if such items
are encountered and obtain approval regarding method of removal and salvage for the Owner.
2. Store salvaged items to be reused off the ground in a clean, dry Jocation, away from uncured concrete or
masonry. Cover with waterproof material in a manner that permits air circulation within covering.
3. For items to be reused, inventory, label with previoullloeation and new location.
3.04 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove &000 building site debris1 rubbish, and other materials resulting from domolition operations, Transport and
legally dispose of off site.
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1. If hazardous materials are encountered during demolition operations, comply with applicable regulations,
laws, and ordinances concerning removal, handling, and protection against exposure or environmental
pollution.
No. 062120
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2. Burning of removed materials is not permitted on project ~ite.
3.05 CLEANUP AND REPAIR
A. General: Upon completion of demolition work, remove tools, equipment, and demolished materials from site.
Leave interior areas broom clean.
1. Repair demolition performed in excess of that required. Return elements of construction and surfaces to
remain to condition existing prior to ~tart operations. Repair adjacent construction or surfaces soiled or
damaged by selective demolition work.
2. Remove protection when no longer requiTed by demolition and remodeling work.
END OF SECTION 02 4119
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P.10
SECTION 08 33 00
COILING DOORS
PART 1: GENERAl,
1.01 APPLICABLE DOCUMENTS
A. Bidding RequiremenlS, Conditions of the Contract and pertinent portions of Sections in Division One of these
Specitications, apply to the Work of this Section.
1.02 SUMMARY
A. Section includes:
1. Motorized coiling door at kitchen.
1.03 SUBMITTALS
A. Shop Drawings
1. Show field verified dimensions, components, details, electrical requirements, connections to other
consrruction.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A Package, handle, deliver and stOre at the job site in a manner that will avoid damage or deformation.
r ART 2: PRODUCTS
2.01 MANUFACTURER
A. Products manutactured by The Cookson Company are specified.
B. Substitute products by Cornell and Overhead Door are acceptable.
2.02 MOTORIZED COILING SHUlTERS
A.. Doors: Cookson between jamb mowlted, motor operated, automatic self closing door.
B. Curtain: 22 gauge stainless steel, 2.114" wide NO.5 flat face slat profile, No.4 finish.
C. Motor Operator. Cookson Model SOH, 1/3 HP, 120V AC, keyed pushbuuon access station with cylinder, door
bottom safety device, time releal'\e delay device, removable crank for emergency operation. All componenlS must
be enclosed 'Within a stainless steel hood. All hood edges to be rounded with a minimum t" radius edge.
D. Operation: Time delay device preventS false closing due to momentary power failure with adjustable delay up [0 45
seconds. If the door bonom encounters an obstruction, the door will reverse. Door will continue to cycle up and
down until obstruction is removed Or until, after a predetermined time period, door will close:: as far as possible. In
case of power failure and after a pre-set time delay, door will close by mechanical means.
E. Provide slide bolt locking system.
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2.03 MISCELLANEOUS
A. Thc plan indicates size of opening for shuttenl, contractor to field verify. Contractor to review details and provide
additional length and width necessary to provide a concealed installation of track and hood as detailed.
PART 3: EXECUTION
3.01 INSPECTION
A. Verify that openings are prepared wIth headers level, jambs plumb, floor levels without projection, and are correctly
dimensioned to receive doors.
B. Coordinate with installers of finish materials such as gypsum board and acoustic ceilings, to insure propcr ~upport,
clearances and acce::;::; to door operators and hardware.
3.01 INST ALLA TION
A. Install per approved shop drawings.
B. After instaUation, adjust for proper operation.
3.03 DEMONSTRATION
A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and
maintain overhead coiling doors.
END OF SECTION 08 33 00
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No. 062UO
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Coiling Doors and Shutters
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SECTION 09 30 00
TILE
PART 1: GENERAL
1.01 APPLICABLE DOCUMENTS
A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these
Specifications, apply to the Work oftbis Section.
1,02 SUMMARY
A. Section includes:
t. Quarry tile patching.
1.03 SUBMITTALS
A. Submit samples for colors on 12" X 12" panels in duplicato for each tile specified for Architect's selection and
approval.
B. Furnish Master Grade Certificates to Architect for all tile, indicating compliance with TCA 137.1-76.
C. Submit product infonnation On grout and samples indicating color range anticipated, texture.
D. Submit samples of sealant that match grout color.
1.04 REFERENCE SPECIFICATIONS
A. The latest edition of following specifications and standards are incorporated by reference.
L Tile Council of America, Inc., Handbook for Ceramic Tile Installation.
2. American National Standard Specifications for the installation of ceramic tile (ANSI).
B. Maintain a copy of publication.~ in the Contractor's office, available for reference.
1.05 PRODUCT HANDLING, DELIVERY AND STORAGE
A. Package, handle, deliver and store at the job site in original unbroken containers in a manner that will avoid damage
or contamination. All containers shall bear ~de seals, manufacturer's name, size, color and quan.t,ty.
1.06 JOB CONDrfIONS
A. Set and grout tile when ambient temperature is at Least 500 F. and rising.
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PART Z: PRODUCTS
2.01 QUARRY TILE
A. Manufacturer. Products by Dal- Tile, American Olean, Summitvillo, Mid~State are acceptable, subject to color
match approval by the Architect prior to bidding.
B. Color: Dal Tile - Beige - OQ60.
C. Size: 6" x 6" X 1/2",
D. Accessories, Trim: Cove round top ba..~e and other him as shown or required.
E. T osting Properties:
Quarry Tile
Abrasive Hardness (wear index)
Breaking Strengrh (average pounds)
Bond Scrength (average P.S.l.)
Coefficient of Friction: Lava Red
Facial Dimension (Range, %)
Moisture Absorption (Average %)
Thickness (Range. inches)
Warpage-edge (Range, %)
Warpage-diagonal (Range, %)
Wedging (Range, %)
Moh's Hardness
88 - 176
460
477
Dry: 1.0 Wet: 0.9
0.5
2.25
0.020
0.54
0.45
0.69
8.0 to 9.0
2.02 SETTING MATERIALS
A. Manufacturers: Products and systems by Bostik Construction Products are specified. Equivalent products and
systems by Mapei, BonsaI, H.B. Fuller, Laticrctc, Custom Building Products, and American Olean are acceprable
subject to approval of submittals.
B. Tile Setting Systems:
I. Setting bed for tile on concrece slabs-on.!,.'Tade or masonry walls: Acrylic latex modified thin set meeting
ANSI AI18.4, Hydroment "Tile Mate" mixed with Hydroment "Multi~Pwpose Acl.)'lic Latex Mortar
Admixture" .
2. Setting bed for tile in showers and toilet rooms On upper levels: Elastomeric waterproofing membrane and
setting adhesive, Hydroment "Ullra-Set", two step application.
3. Setting bed for tile on gypsum board walls: Hydroment "Ultra~Set".
C. Grout
I. Mortar fOr quarry tile: Epoxy modified sanded floor grout meeting ANSI AlIS.S, hydroment "Ceramic Tile
Grout" mixed with Hydroment "1900 epoxy~modified grout and mortar admixture",
2. Color: To mateh existing.
D. Sealant: Two component, non-saglselfleveling urethane sealant, Hydroment "500/550", color to match tile grout
( 2.03 MISCELLANEOus MATERIALS
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A. Silicone sealer for tile joints: "Grout Sealer" at manufactured by Aqua Mix, Inc.
B. Cleaners: As manufactured by Hillyar-d Chl:;mical Company or American Olean.
C. CT Transition Strip (VCT/Resilient co cile): Schluter RENO-MO. Verify proper size with actual thickness of tile.
PART 3: EXECUTION
3.01 EXAMINATION OF SURFACES
A. Inspect surfaces to which tile is to be applied. Commencement of work implies acceptance of surface and
assumption of responsibility for satisfactory results.
3.02 SETTING BEDS
A. Quarry tile without mortar bed: Thinset epoxy modified cement mortar (TCA FIlS).
3.03 'rILE INSTALLATION
A General
1. Installation and workmanship shall be in accordance with ANSI Specifications and as specified herein. The
printed iDlltructions of the tile manufacturer and the manufacturer of proprietary monars and grouts sball be
followed where applicable.
2. Before commencing work, establish field pattern and border line locations and center the work symmetrically
so that no tile need be cut to less than half size. Cut tile at base so top of base is level around entire room.
Joints in wall tile shall be aligned vertically and horizontally; staggered joints will not be accepted. Rub
exposed edges smooth.
B. Expansion/Contraction Joints: Locate expansion/contraction joints and other sealant filled joints, including control,
contraction and isolationjoint.<:, in all inside comers, building control joints, where indicated on drawings and ifnot
indicated, at spacings and locations recommended in TeA "Handbook for Ceramic Tile lnscallation", and approved
by Architect.
3.04 CLEANING, PATCHING, PROTECTION, S'EALING
A. After completion, clean all work, point open joints and replace defective work.
B. Cleaning and Sealing
1. Quarry tile Floors and Base: Clean floor once with a 2X strength of oil-based cleaning solution, such as
Murphy's Oil Soap, Janitor in a Drum, Pinesol. MOl> liberally over floor and allow to dry.
2. Ceramic Tile WaUs, Floors and Base: Clean with water, rinse and allow to dry. Apply one coat of silicone
sealer. Wipe excess sealer from face of tile.
C. Protection
1. Floors: Close off workspaces to traffic during installation and at least 48 hours after completion of worl<.
2. Finished rile floot's: Covered with clean building paper before fooc traffic is pennitted on them. Place board
walkways on floors that are to be continuously used as passageways by workmen. Protect tiled vertical
outside corners with board corner strips in areas used as passageways by workmen.
3. Remove protection just prior to substantial completion and reclean tile as necessary.
END OF SECTION 0930 00
(
No. 062120
09 30 00..3
Tile
MAY-16-2007 16:41
WOLD ARCH !TECTS
651 223 5646
P.15
DETAIL OF CONSTRUCTION
Sr. PAUL, MN
PAl.4.TlNll, II.
TROV,Ml
DENVER, CO
UJDLD
.
MINNESOTA OnlCE
WOLD ARCHlnCTS AND ENGINJDS
~05 ST. PETER STUI'l'
ST. PAUr.,MnmESOTA ))102
TEL: 651.227'777~
FAX: 651.223.5646
.
.
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ENTRY ~.A',m~':'; ~
ADMIN.
OFFrc.E
(C.HEc.K-IN LOc.ATION)
GENERAL NOTES
1. ALL PLAN DIMENSIONS ARE NOMINAL TO FAC.E
OF WALL.
2. REPAIR ExISTING SURFAC.ES AS REQUIRED
INCLUDING. SUT NOT LIMITED TO:
a. PREPARING 5lJRFAC.ES FOR INSTALLATION OF
NEW EGUIPMENT AND FINI5HE$.
b. REFINISH~ 5Ut<FACE5 TO MATC.H ADJAC.ENT
HA TERIAL5.
G. 5MOOTHING. P ARGING. & GRINDING OF ROUGH
EXPOSED EDGES.
3. INSTALL D!E,TPROOF EN(;.LOSURE5 BETWEEN
CONSTRUc.TION AREA AND ALL OTHER SPAC.ES
AS REGlJIRED TO MINIMIZE Dl.I5T TRANSMISSION
TO ADJACENT SPAc.E5.
4. CONTR.Ac.TOR SHOULD PROTECT eXI5TING
FINI5HES AND REPAIR OR REPLACE DAMAGED
FINISHES DUE TO C.ONSTRUC,TION.
5. CONTRACTOR SHALL PROTEc.T ALL EXI5TING
l'ERRAZlO. GlJARRY TILE, CARPET AND VINYL
FLOORING. CONTRACTOR. SHALL CLEAN
GON5TRUc.TION DfJ5T FROM INTERIOR SURFACES
WITH SOAP AND HATER.
N
ED ~~;T~OOD E.:;.
( JBJECT: FLOOR PLAN / PARTIAL SITE
DATE: 05/11107 COMMISSION NO: 072054
REVISIONS L REV. DATE
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