HomeMy WebLinkAbout1997-009444 - addition � PERMIT
CITY OF ORONO PERMIT TYPE: _ r
I�z75U Kelley Parkway- P.O. Box 66 � : r�:-�
Crystal Bay, Minnesota 55323 Permit Number: � v:�7���%�� �"�
(612) 473-7357 Date Issued:
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: � ` ..r OWNER:
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APPLICANT/PERMIT E S NATURE �SSUED BY:SIGNATURE
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. l�otal Fee: $ ,�, ��1�: �r Date Received:
Entered By: ,�� Permit#: ����
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
--------------------------------------------------------------------------------r--�-----------------------------
THE APPLICANT IS: (circle one) OWNER OR ONTRACTOR �
JOB SITE ADDRESS: ��� `� � ��v���`Q(� i��1(.L5 k� ZIP: � _��{ 1
NAME OF OWNER: `"�'�S.- �Z���F_(� �E� 1 N- PHONE: (home) L17 ��(,o �� 5
�LS (work)
MAILING ADDRESS: ����(.���(,`;� � CITY:�y�� �- ZIP:_�Z.�1
CONTRACTOR: �;(�E��JN - L j N�(;�v � S I PHONE: ��Z-Z7z..(��
CONTACT PERSON: �-��J E �(�,��ST�'IOBILE/PAGER: ���_ f(�nq� PA�F(�
MAILING ADDRESS:I�(�S `��N`��E.-�' �� CITY: /`-'iC;v� Q ZIP: r'�`�`3' �
STATE LICENSE: #
ARCHITECT/ENGINEER:��y L F • N1��5�1�, PHONE: � ZL --� � :��
MAILING ADDRESS:_��X`�� 7 H L M�� �b E 5 CITY: �"1 f L'>� ZIP: , � �C)
NAME; REGISTRATION#
TYPE OF WORK: New Addition� Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detai�: +� ZE� � �CC l�'t Q�T Q T N L �
C; �� L � '. �, _ �C E� � � �� '
STORIES: i SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: � GARAGE STALLS: ATT. DET.
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ i � � �iU�
�
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start without a
permit; and that the work will be in accord ce with the approved plan.
APPLICANT'S SIGNATURE: .` � �y DATE: �" �� �� ��'
NOTE! Parade of Homes events require separate permit approval by Police Department and
City Counci160 days prior to the event. Non pernzitted events will not be allowed.
9 w ��C`�5'�' �1 � � 1 ' ��
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Sea 13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The righu of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. M individual asked to supply private or confidential data conceming himself shall
be informed of: (a)the purpose and intended use of the requested data within the collecting'state agency,political subdivision,or statewide system;
(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or endties authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supply investigadve data,pursuant to section 13.82, subdivision 5,to a law enforcement officer.
The commissioner of revenue may place the norice required under this subdivision in the individual income tax or property tax refund
instrucdons instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject
of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject
of stored private or public data on individuals shall be shown the data without any charge ro hun and, if he desires, shall be informed of the co�tent
and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for
six months thereafter unless a dispute or acrion pursuant to this secdon is pending or addidonal data on the individual has been collected or created.
The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the acival costs of making, certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private
data concerning himself. To exercise this right,an individual shall norify in writing the responsible authoriry describing the nature of the disagreement.
The responsible authority shall within 30 days either: (a)correct the data found to be inaccunte or incomplete and attempt to notify past recipients of
inaccurate or incomplete data, including recipients named by the individual; or(b)notify the individual that he believes the data to be correct. Data
in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd.2, "Rights of subjects of data", we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you fumish will be used to deternune your qualification for the pemut or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to process
the pemut or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon reguest) to review private data on yourself.
6. Your full name is required to process this application or pemut.
��E J�t� � 1 C_N(��2 C� � I rv(>Gi v i 5-7--
First Middle Last
�, uC�" �Sv�,S�� D�
Ad��V�� �1 I� � � �>��Ci � � / � —���l�i �
Ciry State Zip Phone
I understand my r' ts as st ted above.
Signature
CAECK OFF LIST FOR ISSUANCE OF PERMITS
' FOR OFFICE USE ONLY
ADDRESS OR LEGAL: i�'-15 Gb b�W c�o� t�i�,LS �?�c,,4o
PID: bZ- 11—i- 23 `t t t�oo3
DESCRIP'TION OF WORK: A dd i n on� .
ZO�tIl�tG REVIEW BY: DATE APPROVED: q-z 3•5 7
B[.TII,DING REVIEW BY: DATE APPROVED: 5 - z 3-S 1
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERNIIT Yes � No
PLAN REVIEW Yes ✓ No SEWER CONNECITON
STATE SUR�HARGr Yes f No WATER CONNECTTON
INVESTIGAZ'ION-FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number o�SAC Units OTHER (specify)
ZONING CHECK LIST zoning District: _ R 2- ►�
Fire Department: w,q.�,-�-,y+ Post Office: �,�,�.{,�. School Disuict: ��„¢-r�9
—T' '
Lot Area: Sq.ft. $Z.,�65 Acres I•�j 1�Vidth //1J1L��uc�/� Depth
Survey Submitted: Yes_� No Date of Survey: t{- 1�� �
Proposed Setbacks:
Front (Lake): . QO` t Right Side: Z2' }
Rear (Street): Z`�5 � + Left Side: q�' t
Adjacent Structures: `�1• $3 Wedand: nl��
Building Height: Def. Hgt. D •1�- Peak Hgt. —
Lot Coverage: D .(L
Grading: Scaff Approval Date: /1�/(� By: Council Approval Date:
Septic: Staff Approval Date: /v//� By:
Zoaing File: # ��5 � Resolution: # Resolution Date: 4 • Z z - S 7 �
Shoreland DisL-ict:
Avg. Setback: Bluff Setback: L.ot Coverage:
� Existing Proposed
� Hardcover: 0-75'
rJ' 75-250' .
250-500' �
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
RE�ZA.RKS (i.n house):
� 26 .
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BUII�DING REV�W CHECK LIST -
UBC: 12- 3 CONSTRUCTION TYPE: �/nJ
� Sq Footage $ Per Sq Ftg
Basement x _
lst Floor x _ .
2nd Floor x _
Garaee x _
a =
TOTAL
Estimated Construction Value: $ /7S� �� �"
Inspections Required: � Work Requiring Separate Permits:
Site ._� Plumbing Fire
Hazdcover Removal ic Mechanical Water Connection
_�Footing Septic Sewer Connection
_� Framing Fireplace Lawn Irrigation
_�Insulation (Masonry) Other
_ 01 Wall Board (Mfg.) Well (State Pe�mit)
°` F�� Grading/Filiing _�Electrical (State Permit)
O[her
REtI�IARKS (IN HOUSE): ��_- ___��__ �_ -------
_________ -____--------------
---------------
REVIEW BY OTHERS: DATE:
Access: Ezisting New
Access Approval: Date By;
REMARKS (TO BE NOTED ON PERA�IIT�: r� ~� �� � �� _
27 _ � -. _�:
Daryl E. Hansen, Architects
' 3841 Thomas Avenue South
Minneapolis,Minneaota 55410 Telephone 612•920•6232
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Project Manual For Addition/Remodeling For:
Mrs. Robert Keith
1045 Edgewood Hill Road
Wayzata, Minnesota 55391 h. 473-6415
�Specification For General Construction, Mechanical, Plumbing & Electrical Work
Division B Thru Division 16 12 May 1997
Division B - General Conditions
The general conditions and contract for this project shall be AIA Document A107,
Abbreviated Form of Agreement Between Owner and Contractor, Stipulated Sum,
1987 Edition.
Section 0090 - Su�plementary Conditions
1.1 The General Contractor shall purchase & maintain insurance indicated in
General Conditions, Article 17 and shall include the following in amounts
acceptable to Owner, or greater if required by law:
1. Workmen's Compensation Insurance: Statutory.
- Employer's Liability Insurance: $100,000 each accident.
2. Comprehensive General Liability shall include coverages for Premises
and Operations, Independent Contractors' Protective, Products and
Completed Operations, and Broad Form Property Damage.
- Bodily Injury Liability
- Property Damage Liability
- Products and Completed Operations to be maintained for 5 years after
final payment
- Property Damage Liability Insurance will provide X, C or U coverage as
applicable
3. Contractual Liability (including Broad Form Property Damage)
- Bodily Injury
- Property Damage
4. Personal Injury, with Employment Exclusion deleted
5. Comprehensive Auto Liability:
- Bodily Injury
- Property Damage
6. Property Insurance: Builders Risk Coverage funished by Owner under
Homeowner's Policy Rider.
7. The Contractor shall submit Certificates of Insurance for the review and
approval of the Owner prior to commencing work.
1.2 Contractor shall supply all labor, transportation, material, apparatus,
scaffolding and tools necessary for the entire and proper completion of the
work. He shall install, maintain and remove all equipment needed for the
proper execution of this contract, and be responsible for the safe, proper and
lawful performance of his men and equipment, maintenance, and use of the
same.
1.3 All work, equipment, devices and processes shall comply with applicable
building and construction codes, regulatory measures of any supervisory or
regulatory govermental agency and all work, equipment and materials used
shall in addition conform with requirements of latest edition of all
construction standards as applicable or as incorporated by reference. All work
shall be performed in strict accordance with manufacturer's/supplier's
recommended standards and practices and the qualifiy of workmanship shall
be in keeping with highest standards of the industry. These high quality
industry standards shall govern performance and execution work in all
sections.
1.4 The Contractor shall provide and pay for all labor, materials, permits
(including building permit), licenses, taxes, equipment, tools, water, heat,
utilities, transportation & other facilities & services as necessary for the
proper execution & completion of work.
1.5 The Contractor shall deliver all work free from any and all mechanics liens,
claims or encumbrances of any description for all labor, equipment, materials
and other items, and shall furnish satisfactory receipts or lien waivers.
Contractor shall agree to indemnify and hold and protect the Owner and the
premises harmless from any liability or expense by reason of any filed lien or
claim. Refer to Article 9, paragraph 9.12.
1.6 The Contractor shall warrant and guarantee all materials and workmanship
no less than a period of 12 months from Owner's acceptance of the entire
construction as evidenced by an acceptance certificate; except where
manufacturer's warranty and guarantee exceeds this time period, then
Contractor's time length shall be the same.
1.7 The Owner will furnish construction financing for the project. The
Contracor shall negotiate with Owner for the percent of retainage for
Contractor labor and material costs on monthly billings.
2
Division 1 Gener?1_ Renuirements
Section 0110 - Summary of the Work
1.1 The work includes additions & remodeling to the existing residence outlined
as follows:
1. Master Bedroom & Bathrooms Addition
2. Addition to Family Room/Kitchen w/ masonry fireplace.
3. 1st Floor Remodeling
4. Lower level storage/furnace room.
5. New furnace system for addition.
6. Exterior colored concrete patio & stair; wood retaining wall system.
6. Basic work is shown in the Drawings, sheets A1 thru A5, E1 and
Specification with certain items referred to only in the Drawings: the
omission of express reference to any items or parts necessary for a
complete installation does not relieve the Contractor of responsibility for
: total completion of the work.
7. Refer to Section 0120, Alternates for areas of work to be separated from
cost of Base Bid.
1.2 The contractor shall inspect the site to determine total scope of work, and is
responsible for field verifying all project dimensions. The Contractor's bid
shall be based on examination of proposed work, existing conditions and
areas requiring demolition and removal.
1.3 The Contractor shall cooperate with the Owner in the scheduling and
execution of the work and the use of the site, and he shall notify the Owner as
far as possible in advance of the commencement of any work or operation
which would interfere with the use of the existing building.
1.4 The Contractor shall not make any changes that add or deduct from contract
price without a written change order by Owner.
1.5 The Contractor shall provide for total project clean-up in all areas of work to
site and building, such as windows, yard, etc.
1.6 The Contractor shall provide termporary centering, scaffolding, platforms,
stairs, guards, runways, ladders, temporary bracing and shoring, barricades,
paritions, enclosures and such other temporary work as may be necessary for
the execution of the work and the protection of persons and property.
Remove temporary work when no longer required.
1.7 Provide temporary bracing, shoring, underpinning and support during
demolition, cutting, remodeling and related new construction as necessary
for the execution of the work and the protection of persons & property.
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1.8 Provide protective coverings and enclosures necessary to prevent damage to
existing work to remain. Protect temporary openings & exterior walls.
1.9 Provide dust proof temporary enclosures separating areas under demolition
& remodeling from the remainder of the building. Remove temporary work
when the need no longer exists. Coordinate with Owner areas to be protected
and separated as work progresses.
1.10 Every effort shall be made to keep areas requiring remodeling clean as to not
disturb adjacent existing areas on a daily basis.
1.11 Work includes all demolition & removal work on the site & in the existing
building as is necessary to accommodate the new construction & disposal of
all removed materials & equipment; including mechanical & electrical work.
Patch all areas disturbed during construction for new wiring, plumbing,
structure, etc. Existing construction that is to remain which is damaged by the
work shall be replaced at no additional cost. Coordinate any materials &
equipment to be salvaged & turned over to Owner & relocated, or removed,
as per Owner's direction.
1.12 Work includes all necessary excavation, compacted fill, backfill, granular
compacted base fill for concrete slabs, rough grading, finish grading, as noted
in Keynotes, & topsoil with sod to restore areas disturbed by construction to
original condition. Contractor to verify location of any buried utilites prior to
beginning excavation or demolition work.
1.13 Excavation work shall allow footings & foundations placed on undisturbed
soil. Any soil irregularities at bottom footings which are not consistent with
assumed bearing capacity for footings shall be reported to Owner before
proceeding further. Organic materials, debris & unused excavation material
shall be removed from site. All fill & backfill shall be a granular material &
compacted to 95% of Standard Proctor Density (ASTM 698). Suitable material
clean & free of organic material obtained from excavation & cutting at site
may be used. Footings have been designed for a maximum soil bearing
pressure of 2000 PSF. It is the responsibility of the Contractor to verify this
value & insure that it will not result in damaging differential settlement.
Existing topsoil to be removed & respread as finish grade.
1.14 The Contractor shall schedule the work and conduct his operations to
conform with the Owner's need for use of the premises. The Contractor shall
cooperate with Owner in setting the construction schedule to meet this
requirement and allow Owner access during the construction period. The
issue of security to the building is of primary concern to the Owner during
construction and the Contractor shall coordinate with Owner in the securing
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of the building during the entire construction period.
1.15 The Contractor shal� cooperate with the Owner in the scheduling and the
execution of the work and the use of the site, and make every effort to keep
site clean & free of debris on daily basis so to not interfere with the use of the
existing building.
�ection 0115- Base Bid
1.1 The Base Bid shall include architectural; mechanical; plumbing; and electrical
work as required to complete the remodeling and additions as drawn and
specified, and costs shall be divided into these four separate areas of work.
Include all alternates and cost allowances as separate items to Base Bid.
Contractor to provide his own bid form on letterhead including all items
mentioned. In addition to the above items, the Base Bid shall have separated
costs according to the following areas of work.
1. Cabinets.
2. Millwork.
3. Concrete & masonry work.
4. Drywall & plaster.
5. Plumbing fixtures & faucets.
6. Colored concrete.
7. Windows & exterior doors.
8. Finish hardware.
9. Electrical Fixtures.
10. Tile work.
11. Retaining Wall.
Section 0120 - Alternates
1. Alternate A (add) - The Contractor shall furnish a Performance Bond and
Labor and Material Payment Bond (AIA Document A311) for the project.
2. Alternate B (add) - Refer to 1st Floor Plan, Sheet Al, & Room Finish
Schedule. Provide cost for adding veneer plaster system to walls & ceiling,
room 101; ceilings @ rooms 102, 103, & 104.
3. Alternate C (add) - Refer to 1st Floor Plan, Sheet A1, & Keynote #40. Provide
cost for adding stamped brick pattern to colored concrete patio slab, landing &
walk to pool deck.
4. Alternate D (add) - ReEer to crawl space below room 101. Provide cost for
adding concrete slab over entire crawl space.
5. Alternate E (deduct) - Provide separated cost Eor substituting board & batten
materials to be 3/8" rough sawn cedar plywood, exterior glue (provide sample
for Owner) for board face in lieu of 1x12 cedar. Battens to remain cedar, d &
better, 2 5/8" (1 x6 cut) x 3/4".
5
Section 0130 - Submittals
1.1 Submittals - Submit shop drawings in the form of one reproducible
transparency & two prints of each drawing. Submit shop drawings for work
under sections where fabrication or execution is critical & refer to individual
section submittals; including - all cabinet work: built-ins, millwork, kitchen
cabinets, special custom fabrications, shower enclosure; windows/glass doors,
etc. Submit samples as requested and needed. Submit brochure cuts for items
as noted including: appliances, finish hardware, light fixtures & related items,
plumbing fixtures & fittings.
Section 0150 - Temporary Facilities
1.1 The Contractor shall provide temporary centering, scaffolding, platforms,
stairs, guards, runways, ladders, temporary bracing & shoring, barricades,
partitions, enclosures, & such other temporary work as may be necessary for
the execution of the work & the protection of persons and property. Remove
temporary work when no longer required.
Section 0195 - Key Construction Notes, Materials, Systems
Keynote Symbol O
1.1 Refer to Drawings for location symbols; Contractor to determine total scope of
work. This work complements & adds to specification Divisions 3 thru 16.
1. 1'-8" wide x 10" deep formed & poured concrete footing with 2 - #4's
continuous, 3" from bottom, at all 12" block walls & as noted.
#1A - 1'-4" wide x 10" deep with 2 - #4's @ 8" block walls & other bearing
conditions as noted, otherwise same as #1. #1B - Extend footing straight
& perpendicular to existing; dowel into existing footing w/ #4 dowels at
12" o.c. extending into existing footing 8" & new footing 8".
#1C - 4'-0"x 7'-0"x 12" deep concrete footing w/ 4 - #5's longitudinally &
7 - #5's transverse, 3" from bottom. #1D - Step concrete footing w/ grade,
verify new finish grade elevations.
2. Concrete block (CMU) thickness as shown. #2A - Two courses 6" CMU
below 2x6 exterior walls where patio area abutts wall, cut top block as req.
#2B - One course 6" CMU, offset 1 1/2" if 12" wall alines w/ face of studs at
first floor; verify finish grade for full height block. #2C - Verify location of
12" foundation wall, to face of studs basement or 1 1/2" offset to aline w/
1st floor. #2D - #5's @ 32" to 48" o.c. vertical reinforcing (equal space as
required at each wall length), locate inside face, fill cores solid.
#2E - Provide beam pocket for steel beam support (or wood), reinforce core
as in #2D; drop beam as req. for nailing block.
3. R-10 rigid insulation 2" thk., Dow Styrofoam SM. See other Keynotes for
insulation in heated crawl space. #3A - 3/4" rigid insulation.
6
4. Top of concrete block foundation wall to be at elevation to allow 8" square
precast colored concrete block base to protrude 3" above finish grade (see
colored concrete, #40); anchor to foundation w/ extended vertical reinf.
bar; provide threaded rod from kwik bolt receptor in precast block to
connect to Simpson AB66 (6") post base. #4A - Adjust top of concrete
block wall heights to allow patio slab to bear on 6" CMU & top of concrete
stairs to bear on portion of 12" foundation wall. #4B - Bear base of stair &
landing on 8" foundation walls; #4C - Step in intermediate wall, provide
4" top course to provide bearing for stair & concrete landing.
5. Provide new rim joist for direct bearing support for new LPI floor joists;
provide 2 - 2x12's anchored to existing foundation walls w/ 3/4" sleeve
anchors at 12" o.c. (verify secure anchor ea. location). #5A - 2-2x10's below
LPI's, anchor to concrete block chimney support w/3 - 3/4" sleeve anchors;
provide beam pocket on existing chimney foundation wall to remain.
6. Where new footings meet existing, join w/ 2 - #4 dowels extending into
existing footing 8" & new footing 8".
7. Provide 4" min. stabilized base of sand & gravel fill material to 95% of
Standard Proctor Density (ASTM 698) below slabs as required remove all
organic soil material; compact w/ manually operated vibrating plate
compactors. Verify existing grade elevations for actual thickness.
8. Footings to be placed on undisturbed soil. #7A - Remove existing pool
deck brick pavers; re-lay in new configuration as required over compacted
backfill.
9. Backfill below patio slabs & steps to be compacted to 95% of Standard
Proctor Density (ASTM 698). Backfill elsewhere against foundations to be
compacted to 90% of Standard Proctor Density (ASTM 698). Place in loose
lifts not exceeding 12" & compacted w/ manually operated vibrating plate
compactors.
10. 4" concrete slab on grade, reinforce w/ 6x6 10/10 WWM or #4's @ 18" o.c.
bottom, each way. Provide control joints as shown or required, joints to
be separated deep enough to control cracking, use 1/4" radius trowel, at
decorative slab work. Provide expansion joints as shown or required.
#10A - Concrete step(s), reinforce w/ #4's @ 12" o.c. bottom, each way.
#10B - 4" concrete slab hearth, span across chimney foundation walls &
cantilever under brick hearth above; reinforce w/ #4's @ 12" o.c. each way.
11. Use galvanized joist hangers and/or beam connector/hanger as required.
#11A - Beam-to-face of post connector. #11B - Beam-at-top of post
connector. #11C - Beam-to-face of beam or rim joist hanger; rim joist to be
securely anchored. #11D - Provide special connector welded to steel beam
to carry LVL beam at post location. #11E - Provide lateral solid blocking
between floor joists at point of bearing, typical. #11F - Provide solid
blocking below posts to bearing points, typical.
12. 2x(joist size) (treated at exterior decks) rim member, anchor w/ 2- 5/8" e�
diameter bolt or slee��e anchor top & bottom, @ 24" o.c., grouted solid in
7
concrete block or concrete or thru bolt to wood rim joist; or use equivalent
5/8" e lag screws to sill plate.
13. Preservative treated framing lumber & base plates, SPF. Provide 1/2" g
anchor bolts at 4'-0" o.c., 18" deep, into concrete block from base plates.
Provide proper degree of treating for location of wood - no contact w/
earth, contact w/ earth or buried partially in earth. #13A - Provide gaskets
� between plate & conc. block & between rim joist & plate, per Energy Code.
. 14. Prefinished exposed metal flashing, baked-on color to match trim or
related surface where exposed; ColorKlad or equal. Use for roof valleys (or
shingle valleys), wall-to-roof junctures, steps in roof plane, etc.
#14A - Totally concealed flashing to be 24 -26 gauge galvanized; provide as
noted above & according to Code. #14B - Metal drip edge in profile &
color to match existing. #14C -Provide raised roof 'cricket' for positive
water flow, flashing as req. over roof & stepped at chimney.
15. Dampproofing continuous, Karnak 86, Fibrated Trowel. Mastic, spray or
troweled, or equal. Apply 6 mil polyethylene over dampproofed areas &
seal at top.
16. Grace Ice & Water Shield waterproofing barrier; apply at first 5' of roof
edge & at roof valley & junctures (chimneys, vertical wall intersections,
etc.).
17. Roof ridge vent w/ shingle cap; Ridge Master Mid-America Bldg. Prod.
Corp. provide cedar shake strip cap to match; or vent roof w/ metal roof
vents to match existing, verify quantity.
18. 6 mil polyethylene air/vapor barrier cont., caulk edges & joints w/
acoustical sealant, or use 3M Polyfilm Adhesive, or polyethlylene tape.
Seal all openings in walls & ceiling including window/door, outlets, light
boxes, vents, etc. to prevent air leakage. #18A - Seal in accordance w/
Energy Code, including rim joist areas.
19. 2x6 studs @ 16" or 24" o.c. as required; R-21 higher density fiberglass batts
w/ full thickness at rim joist areas. Pack window/door frame to stud gap
w/ insulation, in accordance w/ Energy Code. #19A - Fill rim joist areas
to flush out w/ insulation in wall below. ).
20. 5/8" orientated strand board (Ox-board) sheathing w/ plywood clips as
required by Code; match existing sheathing thickness.
21. 1/2" orientated strand board (Ox-board) sheathing. #21A - Extend
sheathing to provide wind barrier to insulation as per Energy Code.
#21B - 15 lb. roofing felt.
22. Veneer plaster system to tie into existing gypsum lath & plaster walls.
National Gypsum, or equal, one coat veneer plaster system; 5/8" gypsum
plaster base board, Kal-kore ( Spec. C 588), or equal; 3/32" to 1/8" Uni-
kal/X-Kalibur, or equal, one coat veneer plaster (Spec. C587). Glue w/
construction adhesive & screw base sheet as recomm. by supplier to
trusses (& studs at laundry). Work shall be by skilled labor, install in
accordance w/ manuf. recomm.; provide all anchors, components &
8
accessories as req. for complete installation. See alternates for additional
plaster work.
23. 1/2" gypsum board, provide all metal corner & edge trim as required;
provide 5/8" gypsum board at ceiling w/ joist/rafter spacing 24" o.c. Glue
w/ construction adhesive & screw drywall to framing as recomm. by
supplier. Provide backlocking on non-depressed edges to avoid raised
taped edges.
24. Provide metal L-trim where gypsum board is flush w/ hardwood or other
dissimilar material. Keep joint clean of material.
25. Treated post, w/ galvanized post to concrete connector base fastened to
1/2" round threaded anchor bolt, 1" air space below post.
26. R-40 insulation at roof (12" ± ), fiberglass batts for trussed roofs, or equal.
Provide air tight connections at all penetrations thru ceiling.
#26A - Provide insulation baffles w/ 1" air space cont. as required.
27. Roofing system to be cedar shakes, heavy grade, hand-split & re-sawn
cedar shakes, #1, blue label; verify match w/ existing. Install according to
UBC w/ 30 lb. felt underlayment & 30 lb. felt inter-coursing. See Keynote
#16 for W.R. Grace, Ice & Water Shield Barrier below shingles at roof
edges & all roof valley & wall junctures, etc.
28. Cut new opening in existing block foundation wall for new 3'-0" x 6-8"
door & frame. Provide new concrete block lintel w/ 2 - #5's cont., bearing
4" on each side or 2 - 6"x 6"x 1/4" steel angles cut & let into masonry joints
at each side; patch floor as required. #28A - Clean existing below grade
foundation walls to remain in new basement.
29. Steel pipe colums to have top and bottom connector plates as required, see
drawings for special bearing plate conditions; 1/2" thick bottom plates
typical.
30. Sound partitions at bathroom 104 walls separating room 107. One layer
5/8" gypsum board panel over RC-1 channel, spaced 24" o.c. bathroom
side; 3" Thermafiber SAFB insulation between wood studs; wood
paneling or 5/8" gypsum board behind book shelves opposite side. End
joints blocked w/ RC-1 channel, joints finished, perimeter caulked; STC
50, UL Des U311. #30A - Exterior partition east wall, room 101, to be
sound partition; 2 - 2x4 stud walls, spaced for 2" Thermafiber SAFB
insulation between; 3 1/2" R-15 high density batt insulation at each stud;
inside RC-1 channel at 24" o.c., 1/2" gypsum board panels, perimeter
caulked.
31. Tie existing attic vent space w/ new attic area, cut holes in existing
sheathing board. Provide vent holes from new vaulted air space to new
attic area.
32. Remove existing beam, portion of wall, etc. as required for new work;
brace structure; install ne�v beam as noted w/ continuous support below
new posts.
33. Remove portion of wall, ceiling or floor; windows, doors; electrical,
9
plumbing or mechanical; or any work required for new construction;
brace structure.
34. Provide sealed metal fixture housing, provide taped rigid insulation box
over housing to allow no air infiltration, caulk all openings & cover w/
full thickness of insulation, seal box to sheet plastic air/vapor barrier w/
3M tape or acoustical sealant - no air leakage. Verify condition of existing
recessed lights for similar treatment, verify with Owner.
35. 3/4" t & g orientated strand board (Ox-board) subfloor; use plywood where
required for hardwood or tile w/ mortar bed finish floors. Glue w/
construction adhesive & screw (or ring shank nails) to fasten to floor
joists. #35A - Adjust height of subfloor to aline w/ similar height of
existing, verify. #35B - Drop subfloor to aline w/ top of LPI's at bathrooms
103 & 104 to allow for mortar bed for laying tile; provide cross blocking &
parallel blocking as required for subfloor support.
36. Warm heated crawl space; provide 6 mil black polyethylene across earth,
& walls tape joints tape to wall insulation vapor barrier, see Mechanical.
#36A - Provide cut & fill in crawl space as req. for level grade.
37. 1 1/2" Thermax or equal Celotex product, R-12, faced w/ vapor barrier foil
(as per code for exposed insulation), tape joints, extend to top of footing;
cover w/ 6 mil black polyethylene,
38. Provide openings in foundation wall to couple crawl air space w/
basement & as required for new mechanical duct work & piping; provide
shutters to close opening but allow air movement.
39. 4" sloping drain tile along exterior wall/footing & 6x6 retaining walls.
surrounded by filter gravel & covered by filter mat; backfill w/granular
material; final layer of fill to be clay sloped away from block wall as
required for drainage. #39A - 4" sloping drain tile surrounded by filter
gravel connected to each other to lowest level.
40. Integrally colored concrete patio, steps & walk; L.M. Scofield Chromix
Admixture with Color Cure Concrete Sealer; float finish; reinforce as in
Keynote #10. Provide control joints as shown (or req.), joints to be
separated deep enough to control cracking, use 1/4" radius trowel. See
alternates for stamped running bond brick pattern.
41. Hand frame w/ 2x6's, 2x8's or 2x10's @ 24" o.c. (depending on span) over
existing roof areas to remain as req. for new roof configuration; 2x10 ridge
typical. #41A - Provide 2x8 or 2x10 plate along existing slopes of roof
where new framing ties into existing. #41B - 2x10 ridge, hip or valley
brace evenly along existing roof trusses below. #41C - 2x10 rafters for new
roof plane, brace evenly to existing roof structure below.
42. Concrete block chimney core; masonry contractor to design chimney to
extend 6'-0" ± above ridge line including providing vertical reinforcing at
corners at minimum spacing as req.; fill cores solid & reinforce
continuous from base to roof connection.
43. Roof trusses to be designed for each side chimney to carry intermediate
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truss w/ cross trusses adjacent to north & south side of chimney.
44. New raised beam to be above ceiling, brace structure as required.
45. Galvanized metal hangers for new & existing trusses, size as req. for
loading.
46. Remove portion of roof & overhang; cut ends of existing roof trusses as
req., provide new plywood connector gusset connector where existing
truss nailing connector is affected; provide nailing pattern to equal
existing.
47. New roof trusses, engineered by truss supplier as req. for spans; provide
extended top chord & other sections to be field cut for varying roof
conditions; 2x6 top & bottom chords to match existing.
48. New raised steel beam at location of existing exterior wall to be removed.
Brace structure as req. to install new work. Existing & new roof trusses to
be hung from blocking anchored w/ 1/2" ,er thru bolts @ 24" o.c., space to
avoid joist hanger locations. #48A - Provide skewed truss hangers for
new roof trusses, 30° ± inside angle. #48B - Cut ends of existing roof
trusses as req.; provide new plywood gusset connector where existing truss
nailing connector is affected; provide nailing pattern to equal existing.
#48C - Provide truss hangers for existing roof trusses to remain.
#48D - Dotted condition shows south end of steel beam at steel column;
position height of beam to allow column top plate to be above ceiling;
taper end of steel beam to follow roof slope along underside of sheathing.
#48E - Adjust location of new steel beam & columns to allow existing
trusses at brick fireplace (removed) to reach face of blocking within steel
beam & placement of new joist hangers.
49. Raised steel beam, taper each end to follow roof slope; provide blocking
similar to Keynote #48; hangers for trusses & ceiling joists; beam to bear
on wood supports ea. end; provide 2 - 1/2" e lag screws thru bottom flange
to posts.
50. Cut depth of existing cabinet to allow existing pantry cabinets to be
relocated to north wall; modify crown moulding & other trim as req.
51. HVAC. G.C. - Extend existing class A flue for garage gas unit heater to new
roof height & configuration. Reuse existing chimney & flashing as
possible at new height. Provide proper clearances for flue to combustibles.
52. Remove existing 6x6 timber retaining walls, verify condition & reuse
where possible. #52A - New 6x6 or 6x8 timber retaining walls to match
existing & conform to configuration shown. Erect wall in accordance w/
Minnesota State Code Standards, as outlined in drawings, see sheet A2;
anchor structural pieces w/ 1/2" � spikes/bolts. #52B - One deadman per
16 sq. ft. of wall area, stagger rows; 2 - 1/2" e spikes/bolts min. #52C - 2x10
treated plate bottom, typical on compacted base.
53. Extend existing drain tile from garage floor drains as required to surface at
grade w/ new work.
54. Step wall jambs to allow standard Andersen french door depth to swing
11
150° to interior. #54A - Provide wood sill extension on interior to cover
remaining portion of 6" wide block curb. #54B - 3/4" pine trim casing &
base.
55. Carefully remove existing board & batten siding; reuse best pieces as
possible on new addition.
56. Taper top of beam at end(s) to conform to approximately 8" inside heel
height; verify.
57. Provide non-combustibles as req. by Code; metal studs if req.
58. Existing Andersen wood sliding door. Replace operating door panel,
glides & weatherstripping; finish to match existing.
59. Plumbin� - Remove existing toilet, store in basement for Owner; replace
existing w/ Kohler white handicapped height toilet, w/ seat.
60. Plumbin�, G.C. - Remove low tile wall divider; remove vanity cabinet top
& sink carefully & store in basement for Owner. #60A - Replace vanity
sink with Kohler #K-3005, 36"x 24", Marble Console Tabletop ; Travertine
w/ almond or white apron; almond or white legs, verify. Undercounter
Lavatory #K-2210, almond or white; reuse existing faucets, verify. #60B -
Patch 4'-0" high tile wainscot at wall to match existing. Replace/patch
carpet flooring. #60C - Remove existing door & store in basement.
61. LPI joists, 36 series, 2 1/4" x 1 1/2" top & bottom flanges, 3/8" web
thickness; install as recomm. by supplier; Structural Wood Corp., 426-8111.
#61A - LPI joists, provide web stiffeners as req. by manuf., leave gap as
recomm. at top. #61B - Use LPI for cont. blocking at rim conditions
between joists. #61C - cantilever joists 1 1/2".
62. Remove existing masonry fireplace & barbeque to below first floor
elevation, to allow new LPI floor joist to span over & bear on new 2x8
blocking anchored to remaining foundation. Provide plywood closure for
open shaft & fireplace cleanout. #62A - Review w/ masonry contractor
the reusing of existing face brick for new masonry fireplace enclosure &
raised hearth inside at room 107; brick to be prepared & cleaned as
required for relaying. #62B - Existing brick is Chicago 'Used' brick; new
brick on masonry chimney above roof line to match existing fireplace
brick; submit samples to Owner for approval. #62C - Provide stepped
brickwork at chimney cap to match existing at living room chimney.
#62D - Provide concrete sloped wash at chimney top. #62E - 12"x 16"
modular clay flue liner (or stainless steel liner); verify if size is adequate
per fireplace opening; reuse or provide new spark arrester cap.
#62F - Masonry fireplace damper as per UBC, verify damper opening
conforms to size for opening and site special wind conditions to maintain
smoke draw. #62G - Wrap masonry portion of chimney in attic with fire
retardant insulation to improve initial draw; use noncombustible
fastenings per UBC. #62H - 3/4" polished black slate, top & edges, hearth
to match existing, 5'-3"L. by 20"w. ,verify. #62I - Provide ne�v gas line to
fireplace for future gas log operation.
12
63. 3/4" thick random width butternut hardwood v-joint paneling to match
existing; reuse existing where possible; provide mixture of #1 common &
select & better as possible to match existing 'charter grade'. Provide cross
blocking in stud chase for nailing vertical panels. Youngblood Lumber;
Chris, 789-3521.
64. Butternut hardwood casings for doors & windows, running base & shoe,
crown moulding in rooms 107 & 108, select & better, match existing
profiles; Youngblood Lumber. Provide paint grade birch or maple at all
other locations, match existing profiles. #64A - Casings at shuttered
openings to be 1 1/2" thick at hinge side with jambs being continuous to
floor; (laminate butternut if required, rooms 107 &108); profile to match.
#64B - Flat casings to match existing thickness & profile. #64C - Crown
moulding to match existing profile, butternut @ rooms 107 & 108.
#64D - 3/4" x 3 1/2" butternut base w/ v-edge at top & 1/4 0 base shoe to
match, room 107 & 108. #64E - Base to match existing profile at non-
paneled walls, paint.
65. Provide & relocate doors according to the following Keynotes, reuse
existing hardware where possible; provide remaining hardware to match.
#65A - 1 3/4", solid core, birch veneer; apply butternut veneer to family
room side, plain sliced or rift cut to match existing (Youngblood Lumber;
Chris, 789-3521); apply mouldings to door faces to match existing;
butternut family room side, birch or maple on painted side.
#65B - Reuse existing exterior door, 1 3/4" thick, w/ mouldings each side
at bathroom 104, remove finish & paint as req.; fill holes not req. for new
bathroom door hardware; provide drop down threshold for sound
protection. #65C - Reuse existing mud room/laundry door & hardware,
paint. #65D - 1 3/8", solid core, flush panel, birch veneer; apply
mouldings each side to match existing; extruded aluminum track, Grant
Hardware , Hafele, or equal; paint; provide pulls & stop, see Section 0870.
#65E - 1 3/4", solid core, birch veneer flush panel, hardware Section 0870.
#65F - 1 3/4", solid core, flush panel exterior door, w/ transom panel (to
running trim board height); reuse existing exterior door hardware if
possible.
66. Interior full height shutters at new window/door openings to match
existing appearance & use of hardware & rollers (reuse existing materials
where possible). Shutters at room 107 to be butternut stiles, rails & slats to
match existing, select & better, 13/16" material available at Youngblood
(verify if 5/4 material can be ordered for rails & stiles).
67. Exterior shutters to match existing, widths vary for door & window
shutters. Match rail; stiles & slats to existing, wood species to match,
paint.
68. Cedar, d & better, rough sawn, board & batten siding to match existing,
1x12 board & 1x3 (2 5/8" x 1x6 cut, verify) battens, see Alternates &
Keynote #55.
13
69. Exterior trim to be clear redwood vertical grain or cedar, d & better, S4S
smooth surface. #69A - 5/4 x dimension shown. #69B - 4/4 x dimension
shown. #69C - lx6 fascia board w/ 1x4 hem/fir backing to match existing.
#69D - 1x8 running trim board. #69E - Bed moulding to match.
#69F - Continuous moulding to match. #69G - Sloped sill, 1 1/2" thick,
w/ drip.
70. Redwood beveled siding to match existing, 8" ± exposure.
71. Match existing masonite v-groove soffit. #71A - Soffit vents to match
existing, verify locations.
72. Aluminum or steel gutter & down spout system to match existing, verify
downspout locations w/Owner; baked-on color; extend gutter flashing
under Ice & Water Barrier at roof edge.
73. Owner to remove existing trees in construction area; contractor to remove
existing tree stumps as required for excavation of new construction; take
care to not damage trees or shrubs to remain, verify w/Owner.
74. Provide 6 mil polyethylene vapor barrier on inside of foundation block
wall behind insulation to aline w/ finish grade outside, as per Energy
Code.
75. Electrical - Verify condition of existing 200 amp circuit panels, upgrade as
required for new circuits as required by addition.
76. HVAC, Electrical. G.C. - New air conditioning condensing unit, and two
existing condensing units to be relocated; verify exact location, clearances;
provide support slabs as required.
77. Provide reinforced concrete slab for pool equipment to be relocated under
separate contract by Owner, coordinate work.
78. Electrical. Plumbing HVAC G C - Owner to furnish & Contractor to
install washer & dryer at laundry room 106. Dryer vent to run straight up
thru wall to new roof; provide gooseneck roof vent cap & cleanout at
bottom. Provide new washer drain tray. Provide floor drain.
79. Electrical - Provide T.V. cable connections to new locations as noted.
Smoke detectors to be furnished as req. by Code. Security system by
Owner; Contractor to coordinate at all window and door openings.
80. 5/8" firecode gypsum, inside existing garage walls common to house
walls; tape, sand & paint. #80A - Install wallboard over 1" Thermax to
bring wall R-value to 2x6 equivalent.
81. Andersen Perma- Shield, Sandtone color, windows & exterior doors, 5/4 x
varies cedar or redwood flat outside casing typical. #89A - Jamb
extensions for windows/doors as required for 2x6 stud wall system, see
different interior finishes. #89B - Metal drip @ window head, typical,
color to match frame.
82. Provide gasketed (or other) air leakage seal at rim joists, rim joist-to-sill
plate & sill plate-to-foundation wall & other penetration thru exterior
building envelope as per Energy Code.
83. Cabinet Type 1 - New base cabinets & upper shelves, rooms 107 & 108. All
14
new cabinet material to be flush panel overlay matching existing;
3/4"thick, plain sliced (or rift cut) butternut veneer, butternut hardwood
edges, routed profile; applied moulding to face to match existing door
panels. Face frames of base cabinets & upper open shelves, shelf nosings
to be butternut; cabinet interiors, upper shelves, side panels, & backs to be
butternut veneer, 3/4" thick, except backs. All material to receive finish
similar to other cabinets, stain/sealer & 2 coats polyurethane varnish; new
pulls to match. Butternut hardwood & veneer available thru Youngblood
Lumber. #83A - Cabinet doors to match existing. #83B - Face frames &
other hardwood trim, widths to match & widths as determined by cabinet
fit to configuration. #83C - Veneered sides & backs w/ recessed shelf
standards to match existing. #83D - Veneer.ed adjustable shelves w/ 1 1/2"
hardwood nosing all sides for stiffness. #83E - Recessed hardwood base to
match.
84. Cabinet Type 2 - New cabinetry & other related work at bathrooms, 103 &
104; mudroom/laundry cabinets, room 106. All new cabinet material to be
flush panel overlay matching existing; 3/4"thick, birch or maple veneer,
hardwood edges, routed profile; applied moulding to face to match
existing door panels. Face frames of base cabinets, upper open shelves,
open side panels, to be hardwood or hardwood veneer, 3/4" thick. All
material to receive paint finish to match existing. Cabinet interiors to be
white melamine w/ taped edges. #84A - Relocate existing cabinet doors
from cabinet removed in room 109. #84B - Mirror w/ hardwood
moulding as frame to match existing, 28"x 42", verify. #84C - 3/4" thick,
hardwood shelf w/ hardwood nosing. #84D - 3/4" thick, hardwood
veneered cabinet panel. #84E - Recessed hardwood base to match.
85. Electrical. G.C. Related electrical items. #85A - Light fixture by Owner
installed by Contractor. #85B - Duplex receptacle. #85C - Undercabinet
light, provide recess.
86. Cabinet Type 3 - Master bedroom closet, room 102. Materials to be 3/4"
melamine drawer/shelf units, fixed shelves & dividers, adjustable
shelves; edges finished w/ plastic edging. #86A - Drawer/shelf unit,
verify drawer heights; provide hooks on side of units. #86B - Fixed shelf
or divider. #86C - Chrome hang rod & shelf supports as required, verify
mounting heights. #86D - Adjustable shelves. #86E - Hang rod at 5'-2"
w/ 2 - 16" deep fixed shelves above, provide supports as required.
#86F - 3/4" melamine shelves, dividers, end panel, etc. #86G - 16" deep
fixed melamine shelves & divider
87. Cabinet functions, verify w/ Owner prior to beginning fabrication.
#87A - Flush panel, overlay drawers, routed edges to match.
#87B - Adjustable shelf or shelves. #87C - Fixed shelf or shelves.
88. Countertop Schedule, see Section 0640. #88A - Room 106, Plastic
laminate w/ 1 1/2" nosing & 3 1/2" backsplash. #88B - Rooms 103 & 104,
Cultured Marble single bowl vanities, w/ backsplash to match existing.
15
Vanity at room 103 to extend wall-to-wall under shelving, 7'- 2"1.±.
#88C - Room 107 & 108, butternut veneer cabinet top w/ hardwood nosing
thickness & profile to match existing.
89. 1 1/4" o.d. pipe railing w/ pipe rail supports w/ 1"concealed pipe
fastenings as located; paint.
90. Concrete block wall to exposed & painted to match.
91. 1/4" thick full length mirror mounted on back of door, provide chrome
trim all sides.
92. Structural Engineering completed by Mattson MacDonald Inc., Wes
Mattson; 827-7825.
Division 2- Division 14 - General Construction
Section 0211 - Demolition And Removal
1.1 co e - Work includes all demolition & removal work on the site as is
Inecessary to accommodate the new construction & disposal of all removed
,' materials & equipment; including mechanical & electrical work. Refer to
Section 0195. Patch all areas disturbed during construction for new wiring,
plumbing, structure, etc. Existing construction that is to remain which is
damaged by the work shall be replaced at no additional cost. Coordinate any
materials & equipment to be salvaged & turned over to Owner & relocated, or
removed, as per Owner's direction. Contractor shall visit site to inspect
existing conditions to determine total scope of work.
Section 0220 - Earthwork
1.1 c e - Work includes all necessary excavation, compacted fill, backfill,
granular compacted base fill for concrete slabs, rough grading finish grading,
granular fill with drain tile, granular backfill & topsoil w/ sod to restore areas
disturbed by construction to original condition. Refer to Section 0195 for
complete work. Contractor to verify location of any buried utilities prior to
beginning excavation or demolition work. Contractor to restore site
including landscape areas to existing conditions & replace any materials
damaged during construction. Remove any organic soil materials from
below new slab-on-grade conditions. See Section 0110.
Section 0320 - Concrete Reinforcement
1.1 co e - Work includes fabrication & placement of reinforcement for cast-in-
place concrete & masonry work. Refer to Keynotes, Secion 0195.
2.1 roducts
1. Reinforcing Bars - New billet steel, deformed bars, ASTM A 615, grade 60
16
(unless noted otherwise)
2. Welded Steel wire fabric - ASTM A185.
3. Supports & Accessories - Conform to ACI 315 for placing & splicing,
provide adequate cover to reinforcing.
3.1 Execution - Place reinforcement as noted in drawings & in accordance with
ACI 301 & Uniform Building �ode. Where reinforcing bars are shown
continuous, lap splice bars 24 diameters. Provide suitable support of all
reinforcing to prevent displacement during concreting. All Reinforcing to
have minimum concrete cover as required by code, 3" where located at
bottom of footings & slabs or other positions.
Section 0330- Ca t-In-Place oncrete
1.1 Scope - Work includes all concrete work including footings, piers & slabs.
1.2 Standards - Code for reinforced concrete design & construction ACI 318-77 &
Uniform Building �ode.
2.1 Products - Concrete materials shall conform to ASTM specifications, &
Manufacturer's recomm. & ACI Building Code.
1. Portland Cement - ASTM C150. Type I or Type III.
2. Aggregate - ASTM C33 (max. nominal size of coarse aggregate shall be
1 - 1 1/2" for footings & 3/4" for slabs & walls).
3. Water - Clean, potable & free of deleterious amount of acids, alkalies, &
organic materials.
4. Concrete - Shall be maintained above 50 degrees F. & in a moist condition
for at least 7 days for normal concrete & 3 days for high-early strength
concrete.
5. Air Entraining Agent - ASTM C260 w/ total air entrainment by volume
according to manuf. recomm.
6. Grout - Pre-mixed, non-shrinking grout, Master Builders Embeco Grout,
Sonneborn Ferrolith G, or equal.
7. Accessories - Provide all required accessories including joint fillers, keys,
weep holes, etc.
8. Special conditions - Identify any condition where polypropelene fibers
should be added to prevent cracking.
2.2 Concrete Stren�,th,- Concrete Pc = 3000 psi at 28 days. Concrete f'c = 4000 psi at
28 days for garage & exterior slabs. Maximum slump of concrete shall be 3" to
4" maximum. Aluminum conduit or piping is not permitted in concrete
slabs or walls.
17
3.1 Execution
1. Cold weather protection - ACI 306-66.
2. Hot weather protection - ACI 605-59.
3. Curing temp. for Type I Portland Cement - 70° for first 72 hours & 50° for
the next 3 days & in accordance w/ Article 1201 of ACI 301-66.
4. Construction & control joints - Locate joints to ensure proper performance
of concrete w/ expansion joints between horizontal slab & vertical wall
intersections, & as required for horizontal movement, & locate all joints
as shown.
5. Troweled Finish - All exposed slabs unless noted otherwise.
6. Floated Finish - Slabs to receive mortar bed for tile & exterior slabs.
Section 0335 - Colored Concrete
1.1 co e - Work includes colored patio slab, stair, landing, &walk, See Section
0195 & 0330 & Alternates.
1.2 Standards - Work to be performed in strict accordance w/ manuf. recomm
standards, by workers experienced w/ colored concrete.
1.3 Submittals - Submit sample of colored concrete showing finish & color to be
used as standard for project.
2.1 Products
1. Concrete Coloring System - L.M. Scofield Co., Chromix Admixtures for
color conditioned concrete, A-312.06. color integrally mixed into concrete
for full color penetration thruout, color to be selected.
2. Curing & Finish-coating - L.M. Scofield, Color Cure Concrete Sealer,
pigmented seal w/ color to match, water base; apply w/ airless sprayer
immediately after pouring concrete.
3. Caulking - all expansion joints as req.; Lithochrome Colorcalk in matching
color, provide 3/8" filler rod as required.
4. Provide L.M. Scofield Lithochrome, dry-shake, color hardener w/
ol Lithochrome Color Cure Concrete Sealer, color to match on accent slab
areas as shown.
3.1 Execution
1. All work to be performed by experienced colored concrete workers &
accord. to manuf recomm. for all products.
2. All adjacent work shall be protected by covering & masking during
pouring & finishing work.
3. Separate slab from all house elements w/ color caulk expansion joints.
4. Finish to be troweled light float finish, do not over trowel.
5. Control joints to be formed w/ 1/4" radius trowel. Separate slabs by joints
18
where possible by using edge of trowel to slice thru concrete along joints.
Provide expansion joints w/ 3/8" joint filler & sealant, color to match,
between horizontal slab & vertical wall intersections & as required in slab
areas & locate all joints as shown.
6. Colored concrete available thru Cemstone Products Co., Dave Pace, 688-
9292.
Section 0410 - Mortar
1.1 co e - Work includes mortar for stone & unit masonry. Verify matching
mortar color w/ existing conditions. Work to be performed in accordance w/
ASTM specifications.
2.1 Products
1. Portland Cement - ASTM C150, Type I.
2. Hydrated Lime - ASTM C207, Type S.
3. Aggregate (sand) - ASTM C144.
4. Water - Clean, potable & free of deleterious amounts of acids, alkalies or
organic materials.
5. Mortar Color - verify color, provide sample.
6. Mortar mix in accordance w/ ASTM C270 & mortar proportions by
volume as follows:
Mortar Portland Masonry Aggregate Hydrated
Ty�e Cement Cement (sand) Lime
M 1 --- 21/2 to 3 times 1/4
S 1 --- the sum of Over 1/4- 1/2
S 1/2 1 cements & lime —
Type M mortar for masonry work in contact w/ the ground & Type N or S
above ground except type S mortar for bearing walls. Type M mortar for
load bearing conditions - ASTM C476 - f'm = 2,500 psi.
3.1 Execution
1. Select the proper mortar for given conditions in accordance w/ ASTM
standards.
2. See Section 0420, for cold weather protection.
3. Perform work in accordance w/ highest industry standards & practices.
Section 0420 - Unit MasonrX
1.1 Scope - Work includes all unit masonry shown on drawings, Refer to Section
0195 for masonry fireplace.
19
2.1 Products
1. All concrete block shall be autoclave & cured & manufactured from sand -
gravel - aggregate conforming to ASTM C33.
2. Concrete block, hollow load-bearing units, ASTM C90, Grade U - 1,
f'm = 1,350 psi.
, 3. Core fill for vertically reinforced masonry walls shall be mixed in
proportions by volume - 1 Portland Cement; 2 1/2 Fine Aggregate; 2 Pea
Gravel. Locate vertical reinforcing as shown in drawings.
4. Accessories - provide all required anchors, ties, straps suitable non-ferrous,
non-corrosive brick & stone anchors (per UBC), control joint fillers, rope
wick & weep holes, core drains, etc.
5. Flashing - provide flexible sheet flashing as shown & required, by
Nervastral, Seal-Pruf HD; head & sill flashing install in accordance w/
manuf. spec. #3533-2; spandrel flashing, spec. #3532C.
6. Rope weeps - 24" o.c. in vertical joints unless noted otherwise.
7. Bond beams - fill w/ 3000 psi concrete.
3.1 Execution
1. Cold weather protection - install in accordance w/ the International
Masonry Ind. All-Weather Council - "Recomm. Practices & Guide Spec.
for Cold Weather Masonry Construction - 84"; & maintain an air temp.
above 40° F on both sides of the masonry for at least 24 hours after
masonry work is completed.
2. Install anchors, flashing, weep holes as noted & required.
3. Use Dur-o-wall at alternate courses as noted, or required.
4. Work shall be in conformance w/ highest Ind. Standards & National
Concrete Masonry Assoc.
Section 0550 - Miscellaneous Metal
1.1 co e - Work includes structural steel beams, angles, tubes, plates, etc.
required in masonry & framing work. Refer to Sections 0195 & 0570.
2.1 Products
1. Steel - hot rolled mild steel 0.15% to 0.25% carbon range. For structural
steel, provide ASTM A36-70.
2. All metal to have red zinc chromate primer except where galvanized
metal is called for. Hop dipped galvanized in accordance with ASTM
A153 & A123. Provide primer compatible for galvanized material.
3. Steel Tubing - Cold-formed, ASTM A500; or hot-rolled ASTM A501.
4. Steel plates, Shapes & Bars - hot-rolled, ASTM A36.
5. Provide concealed fasteners where possible or counter sunk flat head type,
finish to match.
6. Non-shrink non-metalic grout shall comply w/ CE CRD C621, install as
20
recomm. by manuf.
7. Primer - all metal to have red zinc chromate primer, FS TT-P-645. Where
metal fastenings are concealed & subject to water penetration, provide
additional coat of bituminous paint, SSPC-Paint 12.
8. Galvanized Metal - ASTM A153 & A123, use compatible primer.
3.1 F�cecution
1. Anchors & Inserts - Furnish inserts, anchorage & sleeves to connect
metalwork to adjacent material.
2. Field Measure - all required fabrication dimensions.
Section 0610- Car�ent�
1.1 Sco�e - Work includes all rough & finish carpentry. See Section 0195.
1.2 Submittals - Furnish shop drawings for pre-engineered trusses where
fabrication or erection is critical. Submit samples for all types of wood types
to be used.
2.1 Products
1. Lumber shall comply w/ the "American Softwood Lumber Standard" PS
20-70. Provide dressed lumber S4S. Provide seasoned lumber w/ 19%
max. moisture content at time of dressing & complying w/ dry size
requirements of PS 20. General lumber to be Hem-fir #2 or better (or equal
#2 SPF). Fb= 1000 psi; except certain members shall be Douglas Fir, #2 or
better as noted. All exterior framing for decks, etc. & plates in contact w/
foundation or other exterior blocking to be preservative treated by
wolmanizing; degree of treatment shall correspond to: no contact, contact
w/ earth, or buried in earth, verify.
2. Design live loads - floor 40 PSF, roof 40 PSF, wind 15 PSF, Dead loads 10
PSF except 15 PSF at roof; Structural members including rafters, beams,
columns & walls are designed for "in place" loads. Contractor is
responsible for bracing all structural elements (as required at any stage of
construction) until completion of this project. Wood joists, beams &
lintels shall bear on the full width of supporting member including posts.
Provide all bridging members as required by code. Roof rafter to bear on
double wall plate. Provide lateral solid blocking between floor joists at
point of bearing, typical. Provide solid blocking below posts to bearing
points, typical.
3. Use galvanized joist hangers, beam hangers, column caps & column bases
as required & at all intersection members; Simpson products, or equal.
Size for proper capacity.
4. Pre-Engineered Trusses - Wood trusses to be fabricated in accordance w/
21
TPI-78 requirements. Install & brace all trusses in accordance w/ TPI &
manuf. recomm. Design to be certified by professional engineer w/ copies
submitted for review. TPI approved connectors, 20 ga. galvanized plates
sized for member forces. Provide lateral bracing of web members as
required.
5. LVL's including Micro-lams & Parallams to be installed according to
� manuf. recomm. & as shown; nail layers w/ two rows of nails as recomm.
LVL material shall be Louisiana Pacific Gang Lam, 3100 Fb or equal.
Glulams to be combination 24F, Architectural Grade, individually
wrapped for shipping.
6. Plywood to conform to U.S. Products Standards PSI-74. All sheathing
APA rated exposure I. Nail all sheathing 6" o.c. at panel edges & 12" o.c. at
intermediate supports w/ 8d nails & stagger joints, refer to drawings for
special nailing. See Section 0195 for materials. Ox-board sheathing used
for walls or roof, same as above.
7. Exterior/interior finish wood, all wood properly kiln-dryed, verify
moisture content, see Section 0195 for species.
8. Baffles - Provide insulation baffles for continuous positive air flow at roof
rafters & trusses, as noted.
3.1 Execution
1. All decking, fascia, & running millwork boards laid end to end shall have
scarf type joint. All nails for exterior areas shall be twice not-dipped
galvanized nails w/ primer matching wood color. Use galvanized finish
head nails where appearance is critical. Use non-corrosive screws for
decking boards.
2. All non-interlocking vertical & horizontal siding & trim joints shall be
caulked, color to match siding color.
3. Kerf boards laying on horiz. surfaces & where exposed to weather, & trim
boards over 6".
4. Store wood where no moisture can be transferred, & verify proper
moisture content before installation.
5. Use nailing patterns as recomm. by Cedar & Redwood Manuf. &
Organizations & Calif. Redwood Assoc.
6. All exposed finish trim & siding cuts to be w/ hollow ground planer blade
or planed.
Section 0640 - Millwork/Cabinet Work
1.1 co e - Work includes providing all millmade wood items & plastic laminate
surfaced items, synthetic solid counter tops & surfaces & other work as
required. See Section 0195 for complete information. See Alternates.
1.2 Submittals/Consultinro - Submit shop drawings for all cabinet work; & in
�
addition cabinet supplier will furnish consulting service to Owner to refine &
finalize all cabinet functions. Furnish list of cabinet hardware to be used,
provide cost allowance for pulls; match existing. Furnish shop drawings for
other millmade items where fabrication or erection is critical. Material &
workmanship of all work shall conform to the custom grade requirements of
the AWI Quality Standards. Sample cabinet doors shall be furnished for each
type, showing final profile, color & finish.
2.1 roducts
1. Cabinet Type 1 - See Keynote #83.
2. Cabinet Type 2 - See Keynote #84.
3. Cabinet Type 3 - See Keynote #86.
4. Cabinet Functions - See Keynote #87.
5. Countertop Schedule - See Keynote #88.
6. Finish for all cabinetry items to match existing, raoms 107 & 108 & painted
finish to match elsewhere.
7. Cabinet construction:
a. All cabinet construction shall be overlay type & fully concealed hinges
(self-closing); match or Blum, Grass, Hafele, Soss, Hettich, or equal,
120° opening (or full opening); Hafele, or equal.
b. Cabinet & drawer interior to be 5/8" or 3/4" thk. particleboard w/
melamine plastic liner sheets on all surfaces; except rooms 107 &108 to
match cabinets. Provide recessed shelf standards. Provide full height
sides for drawers.
c. Furnish guarantee on door warpage & finish.
d. Drawer & sliding shelves hardware, 50 lb. or 75 lb. integral, full
extension glides as required; Blum, Grass, Hafele or equal. Review self-
closing type w/ Owner.
e. Doors & drawers to have pull to match.
8. Running millwork: - see Keynotes #64 thru #64E, & drawings; furnish
typical profiles to Owner for approval. Verify moisture content at time of
installation does not exceed 8%-9%.
9. Furnish misc. items as noted in drawings to include but not limited to
mirrors; shelves; KV supports & standards, chrome or brass; hang rods,
brackets & end supports; KV or Hafele: etc. Refer to drawings & Section
0195.
3.1 Execution
1. Perform work in accordance w/ AWI Standards, custom grade, field verify
all dimensions. No face nailing of finish fixed cabinet panels or doors will
be allowed. Any nail holes shall be filled & finished exactly the same as
cabinet material.
23
Secti4� 0720 - Building Insulation & Air/Va�or Barrier
1.1 Sco�e - Building insulation - Owens-Corning glass fiber unfaced batts or
blankets as noted on drawings, 6", R-21 typical @ walls; 12", R-40 @ roof; fill
voids at rim joists w/ foil back, stapled; R-38 at vaulted ceilings, 10 1/4" thick,
w/ R-5 rigid insul. below as per Energy Code.
1. Perimeter insulation - Dow Chemical Styrofoam, t & g, 2" thk., R-10; or
1/1/2" Thermax as noted in Keynotes.
2. Air/vapor barrier - shall be continuous seal on the inside of all insulated
exterior walls & ceiling, a 6 mil polyethylene sheet plastic w/ all edges &
over laps to be sealed w/ compatible acoustical sealant or laps sealed w/
polyethylene tape and/or 3M Polyfilm Adhesive. Seal all openings in
walls & ceiling including window/door, outlets, light boxes, vents, etc. to
prevent air leakage.
3. Air infiltration & water barrier - see Keynotes, apply material over
sheathing & above soffits.
4. Air barrier at rim joists & base plates - Provide closed cell foam gasket or
plate fiberglass insulation sealer as per Energy Code.
Section 0790 - Sealants
1.1 Sco,�e - Work includes all caulking & sealant work required for overall
project & as noted in drawings. Work to be performed in accordance w/
manuf. recomm. standards including appropriate weather conditions.
Sealants to be guaranteed for 2 year against failure. Colors to be selected.
;i 2.1 Products
1. Non-sag polyurethane sealant - two or three part elastomeric sealant,
complying w/ FS TT-S-00227, Class A, Type 2 (non-sag), Tremco Dymeric
or Sonneborn Sonolastic NP II. (Alternate for residential use to be Allpro
Gold, high performance 50 yr. durability, paintable or not as req. for
finishes, complies w/ FS TT - S - 00230C, Type 2, Class B & ASTM spec.
C-920). Use for all exterior vertical surface joints.
2. Acrylic-Latex Sealant, Latex-rubber-modified, acrylic-emulsion-polymer
sealant compound; permanently flexible, non-staining & non-bleeding;
Pecora AC-20 Acrylic Latex Sonneborn Sonolac, or Standard Drywall
Acrylicalk. Use for all interior vertical surface joints except in 'wet' areas
& acoustical seal.
3. Polyisobutylene Mastic Sealant - either liquid or preformed ribbon (coiled
w/ release paper) or polyisobutylene-based mastic, non-drying, non-
skinning, non-hardening, non-migrating; Pecora BA - 98 Acoustical
Sealant, or Tremco Acoustical Sealant. Use for air/vapor barrier joints at
interior of exterior walls & as noted.
4. Interior Silicone Rubber Sealant - Silicone rubber-based, one-part, non-sag,
24
elastomeric sealant; complying w/ FS TT-S-01543. Class A, & FS TT-S-
00230, Class A. Use for all interior 'wet' areas, subject to mildew.
Section 0820 - Wood DoorS & Frames
1.1 Sco�e - Work includes all interior & exterior wood doors, refer to Sections
� 0195, 0860 & 0870. Doors & frames to receive a stain & varnish finish to
match @ rooms 107 & 108; painted finish elsewhere. Doors to be guaranteed
for lifetime of installation. Doors to conform to AWI Quality Standards.
Verify delivery time. See Keynote #64 thru #64B for casings & #65 thru #65F
for door schedule notes.
1.2 Submittals - Furnish door schedule. Furnish door guarantee.
2.1 Products
1. See Keynotes for door types. Frames & casings as noted & required, use
prehung doors where possible; jambs to be butternut, rooms 107, 108;
Provide bi-fold pocket door track & hardware as required, Grant Hardware
Co. or Hafele, extruded aluminum door track, or equal.
3.1 Execution
1. Install in accordance w/ AWI Quality Standards.
Section 0860 - Wood Windows/Glass Doors
1.1 Sco�e - Work includes furnishing & installing clad wood windows & door;
see Section 0195, Keynotes #81.
1.2 Submittals - Provide shop drawings for custom & grouped items, & brochure
cuts.
2.1 Products
1. Vinyl Clad wood windows, Sliding French door(s), Inswing French
door(s), full view, wide stile, & aluminum screen (no screens at Inswing
French doors) - Andersen Perma-Shield products, color to be Sandtone,
casements & fixed windows; units fastened together in groups where
shown in drawings as a single unit.
- Double glazed, insulated glass, Low-E w/argon.
- Inswing French door(s); provide standard 3 point lock & hardware to be
polished chrome or solid brass, lever handles w/ plate; adjustable
matching hinges; Sliding French doors similar hardware finishes,
verify finishes w/ Owner.
- Tempered glass as noted & as required.
- Provide jamb extensions as required see drawings.
25
- Screen frames, hardware & handles to be bronze, brass or white on
interior, & either crank, folding crank, T- style or round, verify all
options w/ Owner; provide locks as required, foot locks on sliding glass
doors.
- Provide same color drip caps as required.
- Caulk exterior materials-to-window joints, color to match.
- 5/4 flat exterior casings & interior casings as shown.
2e Install units as per manuf. recomm., insulation at gaps, seal air/vapor
barrier.
Section 0870 - Finish Hardware
1.1 c e - Work includes all finish door hardware. Provide new hardware for
all new doors to match existing & reuse existing hardware where possible, see
Keynotes #65 thru #65F & Drawings. Provide cost allowance based on the
following items.
1. Exterior entry doors - Schlage H/locks, Security Entrance, KEI or LEI,
1 5/8" escutcheon plate; or Schlage Elite or Designer Series w/ B/locks,
dead bolt.
2. Interior doors - Schlage A/locks, Elite or Designer series or equal.
3. Other exterior doors - Schlage A/locks w/ B/locks, dead bolt; Elite or
Designer Series.
4. Pocket doors, sliding closet doors - Ives #230, door edge pull; or #225. Use
extruded aluminum track - Grant Hdwe., Hafele, or eq.
5. Butts to be Mckinney, Hager, Stanley, or equal.
6. Door stops to be Ives as required.
7. All finishes to be selected from available finishes.
8. All locks to be keyed alike, verify functions w/Owner.
9. Privacy locks on bedroom & bathroom doors.
10. Provide two latch/lock sets for double entry doors or french doors. Ives
fixed door bolts top & bottom at inactive leaf.
11. Bi-fold doors - Stanley or Ives 4" wire pulls; concealed hinges as req.,
extruded aluminum track, Grant Hdwe. or equal.
12. Coordinate Owner furnished security system.
1.2 Submittals - Submit schedule & brochure cuts of items to be furnished for
approval by Owner. Furnish templates to door fabricators.
Section 0925 - Gy�sum Wallboard/Plaster
1.1 Scope - Work includes furnishing & installing all USG drywall system &
veneer plaster system components. See Section 0195, Keynotes #22,23,24, &
Room Finish Schedule.
26
2.1 oducts
1. Provide all required USG drywall components including 1/2" thick
gypsum board; 5/8" gypsum board for ceilings; 5/8" fire code where
required for 1 hour. Metal trim including casing bead, corner bead,
control joint, etc.; & all joint tape, screws, ties & accessories as required.
2. Provide metal L-trim where gypsum board abutts w/ a dissimilar
material, typically hardwood surfaces, keep joint clean of material.
3. See #22 for Veneer plaster system components.
3.1 Execution
1. All work shall be performed by experienced & skilled installers in
accordance w/ USG recomm. standards & practices, & provide all products
required for complete installation. Wall surfaces to receive a smooth
paintable surface; ceilings to receive same texture finish as existing & shall
be in keeping w/ highest Industry Standards.
Section 0930 - Granite/Marble/Tile
1.1 co e Work includes floor & wall stone & tile as noted in room finish
schedule. See Sections 0195 for complete information.
1.2 Submittals - Submit samples for all tile types & grout color. Furnish extra
tiles of each type.
1.3 Standards - All tile work shall conform to the recomm. of the Tile Council of
America, Inc. (TCA), Handbook for Ceramic Tile Installation, latest edition; to
ANSI requirements, & Federal Spec. SS-T-308b.
1.4 Tile Materials - Include costs in Base Bid for the following tile materials & all
labor for a complete installation.
1. Master Bathroom 103.
a. Floor, base, shower floor, shower wall - provide cost allowance of
$4.50/sq. ft. for tile material.
2. Master Bathroom 104.
a. Floor, base, tub deck & surrounding walls to ceiling - provide cost
allowance of $4.50/sq. ft. for tile material.
2.1 Products
1. Tile materials as noted above.
2. Grout - Latex-Portland Cement (pre-mixed) mortar, shall conform to
ANSI A118.6. Submit color samples for selection.
3. Granite & Marble Protection - Clean up, grout film remover & surface
preparation to be HMK R55; impregnator to seal & protect surface to be
HMK S34 applied 12-24 hours after clean-up. apply products in accordance
27
w/ manuf. recomm. standards. See HMK Honed Marble & Granite Care
Installation literature.
4. Shower stall waterpfoof inembrane - Nervastral 300 waterproof
membrane mastic applied in accordance w/ spec. #4640B & Bulletins
#184D & 199B. Extend over sloping concrete topping at floor & up over
curbs & up wall & at any steps in tile wall surface. Provide 1" grout over
surface as per manuf. recomm.
5. Tile Cleaner - HMK P-241iquid stone soap, or equal.
6. Grout Joint Sealer - penetrating type all tile & marble as recomm. by grout
& tile supplier.
7. Whirlpool/Tub mortar bed - latex type, non-shrink, high bond mortar
bed; set tub in wet bed to form bond, verify bed thickness.
3.1 Execution
1. Field verify room dimensions. Tile layout to minimize tile cutting at
edges, adjust spacing if required. Verify tile layout w/ Architect where
questions of joint locations affect appearance; see plans for intended
layouts. Provide proper substrate for laying tile, clean or remove any
materials, dirt, etc. which would prevent a guaranteed quality installation.
Repair/replace subfloor as required for a quality installation. Verify job
conditions & substrate & report non-conforming conditions to Contractor
prior to starting work. Remove all base trim & casing as required. Tile
shall lay under adjacent base trim or shall butt dissimilar materials w/
1/16" silicone caulk joint, color to match grout. Provide expansion joints;
caulk joints to dissimilar surfaces, minimizing joint; & control joints as
required & recomm. by TCA.
2. All work to be performed by experienced installers & according to highest
industry standards.
3. Granite & Marble tile shall be laid w/ 1/16" tight joints, minimizing any
lipage, 1/32" max. Other tile shall be laid w/ 1/8" joints max.; 12'x12" tile
shall be installed w/ same dimensional requirements as Marble,
uniformity permitting. Verify any non-conforming conditions which
may prevent quality installation.
4. Verify new finish floor elevations all on sides of each installation to
determine smooth alignment.
5. Install marble & granite as recomm. by the Marble Inst. of America;
mortar bed at countertops, floors, showers; glass mesh mortar units @
built-up decks; mechanical anchors @ slab marble & granite.
6. Tile materials & installation requirements shall conform to Tile Council
Handbook methods including:
- Floor installations - Method #F141, cleavage membrane, 2.5 gauge
metal lath, 3/4"-1 1/4" portland cement mortar bed, thinset w/
portland cement base & latex bonding agent by H.B. Fuller, or equal, or
lay in mortar bed. Remodeling work: remove plywood subfloor as
28
required.
- Where existing flooring or tile is to be removed, provide proper
condition of substrate for laying new tile or marble floor tiles as
reomm. by quality standards & supplier.
- Countertops - similar to floor, optimize mortar bed thickness.
- Tub steps - Method #F144, glass mesh mortar unit base (1/2" Wonder-
Board, USG, or equal) w/ thinset bond coat. Semco W.P. membrane on
tub area & steps. Glue & nail glass mesh unit to plywood subfloor steps
w/ 1/4" gaps between boards overlaid w/ fiberglass mesh as per manuf.
recomm. Thinset w/ portland cement base & latex bonding agent by
H.B. Fuller or equal. Provide alternate cost for using Method #F141,
portland cement mortar bed.
- Shower floor & walls - Method #B414, portland cement mortar bed
over sloping W.P. membrane at floor, & walls as required for
configuration. Carry W.P. membrane up side walls as required.
Provide membrane, metal lath, mortar bed, reinforcing, etc. as
required.
- Walls at wet areas - Use 1/2" Durarock or sunilar cement type board as
base for walls as per code; use w/ W223, W242, or W243 installation
method. Use Durarock at exterior walls in wet areas as per code.
- Provide caulk joints as shown & recomm. between systems & adjacent
materials.
- Wall at dry areas - Method #W243.
7. Clean all tile & marble as required after installation. See 2.1, item #3 for
cleaner & sealer requi�ed for granite & marble protection - HMK Honed
Marble & Granite Care Installation.
8. Seal all grout joints w/ penetrating sealer 7-10 days after installation.
Section 0955 - Wood Flooring
1.1 c e - Install wood floors & all related components including sanding &
finishing.
1.2 Standards - Install in strict compliance w/ recomm. standards established by
NOFMA, National Oak Flooring Manuf. Assoc., or MFMA, Maple Flooring
Manuf. Assoc., as per species selected.
1.3 Submittals - Submit samples of all hardwood components.
2.1 roducts
1. Parquet oak flooring to match existing, 4 3/4" square, supplied & installed
by contractor. Refinish existing floor at room 109.
2. Sand all materials, apply stain/sealer & 2 coats of polyurethane or
comparable S�vedish finish; provide sample finish prior to proceeding.
29
3. Apply three-ply Kraft paper between subfloor & wood floor.
4. Verify finish floor elevation to maintain w/ other finish floor material.
5. See plans & Keynotes for any special trim, direction & details of flooring &
steps, nosing, risers & transition strips.
3.1 Execution
� 1. Glue w/ construction adhesive & nail any plywood or other subfloor to
floor joists w/ galvanized nails or ring-shanked nails or drywall scsrews.
See Keynotes.
2. Verify stabilized moisture content of wood flooring before installing,
according to recomm. level. Install under proper humidity conditions as
required for minimum movement of boards. Leave proper expansion
gaps at perimeter areas to allow for movement of wood seasonally.
�ection 0965 - Vinyl Flooring
1.1 co e - Furnish & install new vinyl flooring. Refer to Room Finish Schedule
& Keynotes.
2.1 Products - Furnish labor & materials for the installation of vinyl sheet
flooring in room 106. Remove existing & clean substrate as required.
3.1 Execution - Install all materials in accordance w/ manufacturer's
recommendations. Repair/replace existing subfloor as required to receive
new finish.
Section 0968 - Carpet
1.1 Sco�e - Furnish & install new carpet & pad. Refer to Room Finish Schedule.
Install accord. to industry requirements & recomm. Remove existing floor
materials as required.
2.1 roducts
1. Carpet - Provide a $30 per sq. yd. cost allowance for carpet & pad material.
Section 0990 - Painting
1.1 Scope - Refer to Room Finish Schedule, & Section 0195 for complete work.
Work to include painting & finishing all unfinished interior & exterior
surfaces as required. Exterior work to include all new construction. Interior
work to include all new walls, ceilings & all new millwork, except where
wallpaper is noted.
2.1 Products - The following outlines surfaces to be painted, the Contractor shall
30
determine total scope of work. Paint shall be of high standard of quality;
Benjamin Moore products or equal. Furnish sample selections for approval
before proceeding w/ complete work. Exterior to match existing color.
1. Interior hardwood floors - See Section 0955 - 1 coat Floor Stain/ 1 coat
urethane sealer, 2 coats polyurethane, or equal.
2. Interior hardwood to receive natural finish incl. millwork & trim;
hardwood window & door frames & casings; wood doors, running
millwork & cabinet types (see 0640), countertop, etc. - 1 coat stain/
urethane sealer, 2 coats polyurethane or equal. See Section 0195.
3. Interior hardwood to receive paint finish incl. millwork & trim;
hardwood window & door frames & casings; wood doors, running
millwork & cabinet types (see 0640), countertop nosings, etc. - 1 coat Alkyd
base Primer, - 1 to 2 coats Alkyd Enamel, w/ low sheen semi-gloss or semi-
gloss on new wood.
4. Interior drywall - 1 coat latex or PVA Primer, 1 coat latex flat or eggshell.
5. Exterior new wood incl. siding & trim boards; - 1 coat Alkyd base Primer, -
1 to 2 coats Alkyd Enamel, w/ low sheen semi-gloss or semi-gloss on new
wood.
Section 1080 - Toilet & Bath Acce sories
1.1 c e - Work to include installing bathroom accessories furnished by Owner.
Verify components w/ Owner.
SeCtioll 1082- Shower nnnr5
1.1 Scope - Furnish & install shower glass door at room 103. Verify openings,
submit trim samples. Sumit shop drawings showing trim profiles &
fasteings.
2.1 duc
1. Shower door frame, room 103 - 1 1/8" stiles (minimize profiles) & similar
trim for doors; finish to be chrome.
2. Swinging shower door - cont. chrome finish piano hinge, room 103, with
towel bar.
3. Glass - tempered clear, thickness as required.
4. Doors & enclosures to be fabricated & installed to configurations shown.
31
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Division 15 - Mechanical
Section 1544 - Plumbing Fixtures/Fittin,g�
1.1 Sco�e - Furnish & install all plumbing fixtures, faucets & fittings, as required,
provide necessary connections as required. Include alternate costs where two
items, or (optional), are specified. Contractor to determine total scope of work
including:
1. All connections required including fitting, plumbing fixtures & faucets.
2. See Keynotes #59,60 &78 for complete scope of work, Section 0195.
3. Modification or removal of existing gas line, water lines, vents, drains, etc.
as required by remodeling, site verify. Verify clearances for new plumbing
work. Patch all areas to match existing where disturbed by remodeling.
4. See Keynote #62I for gas line to fireplace.
1.2 Submittals - Submit brochure cuts for all plumbing fixtures & faucets.
1.3 Cost Allowances - Include costs for the following materials if they are not
included under products & are required for a complete installation (all labor
for installation & materials to be in the base bid).
1. Faucets & accessories not included under products. Provide drains,
overflows, trim, fittings, etc. as required in each location, chrome finish
unless noted otherwise.
2.1 duct
1. Bathroom - 103.
a. Sink - Kohler #K-2211, Caxton, undercounter lavatory. Finish: white.
Faucet: Moen #4560/97557, chrome lavatory faucet. 3-hole installation,
pop-up drain, lever handles, 4" centers.
b. Toilet - Kohler #K-3420, Wellworth Lite Toilet. Elongated Bowl.
Finish: white. Chrome trip lever.
c. Shower Faucet - Moen #2355/15984. Finish, Chrome Posi-temp
pressure balance shower w/ shower head #3870 Deluxe Spray. - &
(optional) - 2nd shower head-Moen #3856. Finish, Chrome Hand-held
Deluxe Spray shower head w/ 24" slide bar & separate control to match
above.
2. Laundry 106
a. Sink - Kohler #K-3206, Ballad self rimming utility sink or Elkay,
Stainless Steel. Finish: Stainless steel. 12" depth.
b. Faucet - Delta #400, Ever Reliable faucet, Finish: Chrome. 4-hole
installation. 8" center, 8" long spout, black spray, lever handle.
3. Bathroom - 104.
a. Sink - Kohler #K-2211, Caxton, undercounter lavatory. Finish: white.
Faucet: Moen #4560/97557, chrome lavatory faucet. 3-hole installation,
32
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pop-up drain, lever handles, 4" centers.
b. Toilet - Kohler Handicapped Lite Toilet. Elongated Bowl. Finish white.
Chrome trip lever. Provide cast iron stack for sound deadening at this
toilet.
c. Tub - Kohler #K-863, 6' bath or K-850, 5' bath; cast iron. Finish: white.
Trim, accessories & drain chrome.
� Tub Faucet - Moen #T-950/97372; 4999 or 4997 rough-in valve; Moen
#3856, chrome Hand-held Deluxe Spray shower head w/ 24" slide bar &
separate control to match above; Finish, Chrome; Lever handles; verify
configuration w/ Owner.
3.1 xecution
1. Perform all work in accordance w/ codes & ordinances & include all labor
& materials as required for complete installation.
Section 1550 - HVAC
1.1 Sco�e - Provide new heating & air/cond. system for new addition & all
fittings, ductwork & accessories. See Keynotes, Section 0195, for total scope of
work.
1.2 Submittals - Submit brochure cuts for all items to be furnished for Owner
approval including floor & wall register types.
2.1 Products -
1. Provide new heating & air/cond. distribution system for
addition/remodeling areas, verify w/ Owner location of supply & return
air grilles prior to performing work. Provide heat vents to crawl spaces.
Provide the following HVAC equipment for natural gas system.
a. Furnace at new addition - Lennox #G26Q3-50, 50,000 output (verify
capacity for project), 92% AFLJE, sealed combustion,. Vent thru roof.
c. Air Conditioner for new addition - Lennox #HS26-024; 2 ton, 24,000
Btu, 13 SEER, central A/C.
d. Options for furnace air cleaner - Honeywell #F50-16x25 electronic air
cleaner; or Spacegard #2400 media style air cleaner.
e. Humidifier - Aprilaire #560 - automatic humidifier, bypass style; verify
w/ Owner.
2. Refer to Keynotes #51,76, &78.
3. Modification to existing distribution system as required by remodeling,
site verify.
4. Provide all necessary connections & fittings for complete installation.
5. Provide new supply & return air grilles as required by remodeling, verify
locations as noted. Patch existing locations to be vacated.
7. Refer to Keynote #78 for dryer vent.
33
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8. Provide exhaust fans w/ combination heat lamps.
3.1 Execution - Perform all work in accordance w/ all codes & ordinances &
include all labor & materials as required for complete installation.
Division 16 - Electrical
Section 1650 - Wiring(j,,�g in�
1.1 Sco e - Refer to Keynotes, Section 0195 & Alternates for complete work.
Furnish & install all required items including the following:
1. See Keynote #75 for modification to electrical service, as required; & verify
condition of existing circuit panel & provide new circuits as required for
all remodeling, add booster panel or new panel if required.
2. Provide new duplex receptacles as required by code where not shown;
provide controlled groupings - wall plate kits wherever possible & group
w/ telephone jacks or cable as needed.
3. Wiring for Mechanical & Plumbing items, Sections 1544 & 1550.
4. Provide plastic electrical boxes for containment for all electrical switches,
duplex receptacles, etc. occuring in exterior insulated walls & ceilings, seal
to sheet plastic air/vapor barrier w/ tape or acoustical sealant & caulk wire
opening in box as per Energy Code. Provide sealed enclosure for recessed -
lights as noted in Keynotes.
5. Interior & Exterior lighting.
6. Provide cable outlets, as shown, verify w/Owner.
8. Verify exact locations for new telephone outlets.
9. Provide additional smoke detectors as required by code.
10. Wiring for heating & cooling systems.
11. Provide dimmers as noted, verify capacity w/ lamp sizes.
1.2 Submittals - Submit switch, telephone jacks, cable jacks, dimmers & duplex
receptacle cover plate (color) options to Owner for approval, colors may vary
depending on background materials such as wood, tile or gypsum boards,
verify prior to installation. Verify w/ Owner for use of white or ivory covers
& components to be used in this project. Dimmers & other components to be
suitable for gang installation; - Lutron Ariadni is an acceptable cost guide, or
equal Leviton product. Submit light fixture brochure cuts. Submit fixture
sample where large quantity is required.
2.1 Products - Light Fixture Schedule
A. Juno recessed #AL2 Housing (double wall), #250 open frame, 75W R30; or
Lightolier, Lytecan Downlight, #L501IC Frame-In Kit, Open #L505 WH,
Perma white, 75W R30; verify match w/ existing.
B. Hafele, Halogen Light Bar/ 110V, 60W, #820.29.730, white 3-lamp
hardwired strip unit, 27" l. x 2" w. x 1 1/4" d., 12 volt/ 20 watt halogen
34
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lamps; three req.; order direct 1-800-334-1873; or equal Alkco, LINCS
Halogen, undercabinet 1 3/16" d. x 4 3/16", #LINCS 100HN27, 27 7/8"
long, 3/Q 20T3 lamps; fixtures can be plugged together & have power
interconnect cords for spaced fixtures, white, provide transformer(s) as
req. TSR lighting, Rick, 550-0001.
C. Wall light, furnished by Owner & installed by Contractor.
' D. Lightolier, Lytecaster pownlight #1002 P1 Frame-In Kit, Reflector #1005
WH, white, 75W Par 30 w/ socket extender.
E. Lightolier, Lytecaster pownlight, #1100AICM Frame-In Kit, Reflector
#1105 WH, white, 100W Par 38.
F. Lightolier, surface fluorescent, Belmont II, #10310UU, white chassis,
4 - 40W T-12 warm temp.(natural light); Sylvania #D-830 SS 3000 D.
G. Lightolier, recessed shower & closet lights, Opalex, reflector #1177 SH
(flush), Frame-In-Kit #1100AICM, 40W A19 lamp.
H. Flood lamp 2 lights, Adjusta-Post, #10RP2 white, 150W Par Lamp, or
equal.
PR Porcelain Receptacle provide 100W A lamp.
SD Smoke Detector, provide according to code, see Keynote #63A.
3.1 Execution
1. Furnish & install all work in accordance w/ Codes & Ordinances, include
all labor & materials as required for complete installation.
�
` DIVISION 17 - PROJEGT DETAIL MANUAL �
SECTION 1700 - PROJECT DETAILS
1.1 EXTERIOR DETAIIS
- ID Symbol on drawings;Drawings follow numbered in sequence
1.2 INTERIOR DETAILS
- ID Symbol on dravings; Drawings follow numbered in sequeace
1.3 PROJEGT SYMBOIS/NpT'ES
#A CEILING FIXTIJRE OUTLET; A = FIXNRE TYPE
�-A WALL FIJCTURE OUTLET: A � FIXTURE TYPE
k� wALL DUPLEX RECEPTACLE; W.P. � WEATfiER PROOF; GFI, WHERE REQUIRED
►-� �''� S�IITCH POLES AS REQUIRED; DIM � DD�R CONTROL
�4 TELEPHONE OUfLET I,OCATION - NOT ALL LOC. SHOWN VERIFY N0. OF
� JACYS i� LOCATIONS Y/OWNER
A====� INCANDFS. OR FLUORFS. STRIP LIGHT; A = FIJ(T. 1'YPE
m SMOYE DETE(.'TaR, PROVIDE � LOCATE IN ACCORD. W/CODE
� FLOOR DUPLEX RECEPTACLE - VERIFY LOCATIONS
� E7(HAUST FAN �
� CEILING FAN
�Q 10EYNOTES; SEE SCNEDULE
O RIIr10VAL/RE?lODELING NOT'�..S
101 ROOM NiJMBER
n DOOR NUMBER
eDETAIL REFERENCE �
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Q KOTFS AS DEFINED •
� NEV PARTITION (RF2�fODII.ING ONLY)
' FS FACE OF STVAS
FM FACE OF MASONRY
F�i FINISH WALL
FD FRAAIE DIMEIVSION
RO ROUGH OPENING
MD MASONRY �IMENSIQDI; gRICRMOLD TO BRICKMOLD (OR EXTERIOR TRIM)
CJ CONT'ROL JOI NT
E.T EXPANSION JOINT
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DATE TIME
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DATE TIME
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Call for nex inspect on 24 hours in advance.473-7357
OwnerlContra t o ite:
Inspector. =� �
White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN � ���'�
INSPECTION NOTIC.E SCHEDULED �� ,A � --��--
PERMITNO. `1'�'�� COMPLETED 'l
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