HomeMy WebLinkAbout1995-007107 - new residence PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 - �.
Crystal Bay, Minnesota 55323 Permit Number: :
(612) 473-7357 Date Issued: ��
----------__---------- _----------------------
SITE ADDRESS:
DESCRIPTION:
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REMARKS:
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FEE SUMMARY:
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CONTRACTOR: OWNER: -- — . ._ .. __.
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APPLICANT;PERMI E SIGNAT RE � ISSUED BY:SIGNATUAE
�
�Total Fee: $ �" .� `1.�• �� % DateReceived: �
Date Approved:
Entered By: ��� Permit#: �J�C� f
CITY OF ORONO - BUII.DING PERMIT APPLICATION
ALL�FORl�iATION MI1ST BE SUB�iI'TTED IN FULL BEFORE PLAN REVIEW�YII.L
BESTARTED
--------- --------------------------------------------------
---------------------- ---
THE APPLIC��-'T IS: (circle one) �W� OR CONTRACTOR
JOB SITE ADDRESS: i� C�lS�OfU►�-� Ci(c��-L ZIP: 5�53�`�
N��iE OF O`V`�R: U.'�c.c_��m +tvr�y�-' ��,���/� PHO�tE: (home) �`/y-O!�/:�
(work) .j� 7- �I"7��-
l�IAILING ADDRESS: � C�Q�S i uFv,e� Ci/�c'c r _CITY: QRd�t,'U ZIP: 4 j�5`t
�� S��u._ Z 531
CONTRACTOR: /E'�SilJ�ti T/�I�- c'��-`.5 i-�Ll�' i t hr� PHONE: /�7� �- �'r 7a'
NIOBILE PHONE/PAGER: � �C, - c�� � �:.s
NIAILING ADDRESS: CTTY: Z�:
STATE LICE\TSE: #
ARCHITECT/ENGINEER: TR�+ y K�'t/�'7P� PHO�IE: 7•�/- 7y��.
1�IAILINGADDRESS: CITY: /3'Jt'c 5 ZIP:
N��: REGIS'TRATION #
TYPE OF WORK: New � Addition Accessory Structure
Move Remodel/Alteration L.and Alteration
PROPOSEDWORK(describeindetail): /�,'Cii.' tIC�lYIC
STORIES: -�T/35�1'T- SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: 2 GARAGE STALLS: ATT. DET.
ESTINiATED CONSTRUCTION VALUATION(eYcluding land): $ 7ti % Ci('(�
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 Buildin� 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 accordance with the approved plan.
� �/:,' � ��L DATE: 5 Z � —
APPLIC�'V"T S SIG�IATURE: ��*%�:� �r% - ?��K�
NOTE! Parade of Homes events require separate permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
9
. ', .
CHECK OFF LIST FOR ISSUANCE OF PERMTTS
FOR OFFICE USE ONLY
ADDRESS ORLEGAL: QS GRtST� ���-� C�R'�'�D:
DESCRIPTION OF WORK: N Fw ��-�
ZO�G REVIEW BY: w DATE APPROVED: �- Z 7- 9S'
BUII..DING REVIEW BY: DATE APPROVED: � •z�- $5
------------------------
FEES TO BE CH�iRGED: Misc. Fees Calculated By:
PERMIT Yes � No
PLAI'�1 REVIEW Yes ✓' No SEWER C01�NECTION
STATE SURCHARGE Yes ✓' No wA`TER CONi�TECTION
INVESTIGATION FEE Yes No � /PARK FEE
SAC Yes No ✓ a� INSPECTION
Number of SAC Units OTHER (specify)
--------------------------------
ZONIiti'G CHECK LIST Zoning District: R�-1A Shoreland District :
Fire Department: ►'Y1.� Post Office: f�. �� School District: c>12.oiU'a
Lot Area: Sq.ft. Acres
Width IM.�b�w.�42 Depth -�
Survey Submitted: Yes �_ No Date of Survey: (�-�5� °r 5
Proposed Setbacks:
Front (L�e): ?2•^?°� Right Side: 1 �l0� '�' N
Rear (�eet): CI°l. �/� Lefr Side: �0°� � �S�
Adjacent Structures: N�14 Wetland: N�R
� Building Height: Def. Hgt. �` Peak Hgt. 3Z�
Avg. Setback: Bluff Set ck: Lot Coverage:
Exist' Proposed
Hardcover: 0-75'
75-25 '
250- 00'
500 1000'
Hardcover Varian Required: Y o Date of Co cil Approval:
By: •(, •Council Approval Date: ��i�
Grading: Staff Approval Date: 6• 27 -`I S �
Sepcic: Staff Approval Date: BY�
Zoning File: # — Resolution: # ' Resolution Da[e: -'
REi�1ARKS (in house): —
26
_ ,, •
BUII.DING REVIE`V CI3ECK LIST
UBC:
• 2 3 CONSTRUCTION 'i'YPE: ��
• Sq Footage � Per Sq Ftg
Basement x
lst Floor z
2nd Floor x
Garage R
R -
TOTAL
Estimated Construction Value: $ ��•��O�
Inspections Required: �Vork Requiring Separate Permits:
Site X Plumbing Fire
Hardcover Removal °�' Mechanical Water Connection
_� Footing D� Septic Sewer Connection
_� Framing � Fireplace _,� Lawn Irri?ation
Dr Insulation
X (Masonry) Other
� Wall Board o� (Mf�.) a Well (State Permit)
oC. Final o� Grading/Filling OC Electrical (State Permit)
Other ��`� �0���
RENIARKS (Pi 1 HOUSE):
--------------------------- DATE:
REVIEW BY OTHERS:
Access: Existing New
Access Approval: Date BY�
-------------------
REMARKS(TO BE NOTED ON PERNfIT):
27
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�� -- ����� CITY of ORONO
'� ;";�`,.��-r�� ; , ri„�;� oes�
I�,� ,t l,'�^,-_� �+,; �
� Posi Offxe Box 66
\\�' �t. �'' �1-�`� 'ti i; crystal Bay,yfinnesota 5532'�0066
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DATA PRIVACY ADVISORY
In accordance with M.S. 13.0=�P Subd. �• ���aetfroms the Ciryiof Orono or�ana lo e to
inform you t ha t y o u r r e q u e s t f o r a p..r m i t o r l i c
departments may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine }�our quaiification for the
permit or license requested.
�. You may refuse to supply data, but refusal may require that the Ciry deny the
permit or Iicense.
3, The information may be shared with other local, state or federal a�encies to the
extent necessary to process the permit or license.
4. If ��our requested permit or license requires Council action to approve, some
information may become public.
�, You have cenain rights under M.S. 13.04 (see followina paQe) to revie�v private
data on yourself.
6. Your full name is required to process this application or permit.
PLEASE PRIl��"T
i n���L,L l/�N� ��C'A N'� �/VA f'�
�" , Last
First Middle
�' s. ,� � c'- _
Address
'�� /(f �S J S �� /1-/L�i - l�� �d _
�i/a Uhl� � �
Cirv
State Zip Phone
I understand my riahts as stated above.
��/ r�
Sianature `�
` T'ELEPHOtiE-473-7357 � F.�.Y-i73-0510
IQ
�
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subdivision 1. Type of data. The rights 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. An individual asked to supply
private or confidential data concerning himself shall be informed of: (a) the purpose and
intended use of the requested data within the collecting state a�ency, political subdivision, or
statewide system; (b) whether he may refuse or is legally required to supply the requested data;
(c) any known consequence arisin� from his supplying or refusing to supply private or
confidential data; and (d) the identiry of other persons or entities authorized by state or federal
law to receive the data. This requirement shall not apply when an individual is asked to supply
investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer.
The commissioner of revenue mav place the notice reQuired under this subdivision in the
individual income tax or pro�ertv tax refund instructions_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
char�e to him and, if he desires, shall be informed of the content 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 action pursuant to this
section is pending or additional 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 actual 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 unmediate 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 notify in writing the responsible authority describing the nature of
the disagreement. The responsible authority shall within 30 days either: (a) correct the data
found to be inaccurate 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 relatin� to contested cases.
11
� . . � . ,� � e,:.�.,. i.<:xi} .
, ' �.`, t r�:1. � �..�k13�B_.�.G�
' ' ..�t�! �.�1;1 ._
EYTERIOR ENVELOPE ENERGY CODE CO�UTATION WORKSHEET
To Determine Compliance with the Minnesota Energy Code
(Section 502 of the State Amended 1983 Model Energy Code)
Project Tide k.�.r/-}L� ��`=/l��ivC�" - -
Site Address �S ��;/� %c t��' / ���C'e'�
I. E�OSED �VALL CAI.CULATIONS
AREA "U" VALUE AREA z "U"
A. Opaque Wall
1. Masonry/Concrete
R =
a.
b. x =
R =
C.
2 Foundation Wall (Above Grade)
� a -/.3 S x ��'!�, _ �i l (c�
b. x =
3. Wood Frame Wall -
a. Insulated Area �/�"��` 5 (� x 0� D3 1 = J 7 7. 7 5
b. Framing Area (Ave. 15% at 16" oc) j,,ZU S f� R ''•L� 7 - `�S• �`�
c. Framing Area (Ave. 10% at 24" oc) R =
4. Peripheral Floor Edge/Rim Joist _
a. ��C s f�. x Cy.(�:jS — 7. 35
b. x =
B. Glazing
1. Windows . -
%5G a. /Yl/7f�vr�fJl1.S LLRS� "PE� (�ti��� _ _ x (�` `l� = 7Q'.S
b. x =
�r�L?,�'/I ---- R �,�!� _ :�• �`�
2. 7 Doors /�t.'S Cr�fl55 - / � —
C. Doors fin'e�/t =/ �`��75 F.
1. Wood
a. Solid x
b. With storm door R -
2. Metal R
3. Overhead R
4. Other R
D. TOTAL WALL AREA, sq. ft. ��`��
E. TOTAL OF AREA x "U" 3��--- y=�3
II. ROOF/CEII.ING CALCULATIONS
p. Roof/Ceiling Insulated Area y� �'� x �� ���� - U��c� -
B. Roof/Ceiling Framing (Ave. 15% a[ 16" oc) R _
C. Roof/Ceiling Framing (Ave. 10% at 24" oc) 't/S^7
x U�O�`� — /�1. 7��
D, Skylight x
E, TOTAL ROOF/CEILING AREA sq. ft. ` � ��
p, TOTAL OF AREA x "U" ����'
15
III. BUII.DING Ei�1VELOPE REQUIKEb1ENTs TOTAL REQUIRED ALLOWABLE -
AREA "U"
(From I.D &II.E) (From V.) (Area x "U")
A. Exposed Wall: ��`J,� z ` 11 = ���`' . ��
B. Roof/Ceiling: �`k^.�-`� x ,v�� _ /3�• �CS'
C. TOTAL ALLOWABLE BUILDING ENVELOPE(Total of A&B above) ��7 �. `/�
IV. ACTUAI. BL�,DP1G ENVELOPE
ACTUAL
(Area x "U")
A. Ezposed Wall (From I.E) ��y `�3
B. Roof/Ceiling (From II.F) �� '� " 'Z�
C. TOT�L ACTUAL BUILDING ENVELOPE (Total of A & B) '`7����� I�
*(1leets code requirements if less than III.C)
V, REQUIIZED "U" VALUES
WALLS ROOF/CEILING
Detached one and two family dwellings .11 .026
*Multi-Family Residential Buildings .238 .033
(3 stories of less in height)
*All other Construction Types (3 stories or less) .238 .06
*All Other Construction Types (More than 3 stories) .28 .06
*Based on 8007 heating degree days (Mpls/St. Paul)
Adjust "U" values accordingly for other locations
CERTIFICATION
I hereby certify that I have completed the above information and that it complies with the Minnesota State Energy
Code. /
��
�
Si�ature ' Date 2 `1 � �� `"�
�
BCSD 3-89
CC/SM6574
16
. • COtJS7RUCT I OFl R VAIUE -
� �lALL FRAJ'ii�G SECi ION; - -
� Interlor air f11m Q.6�
" 2 5 st '' o�o t��1 �'-5�'
I 3 � o��(nches sof t wood (L,�Z
4 �� ol�iw'oc��� (?. �i,�
�� � 5 3/y '' S'�i�1st�:i l�, CfC'
�' ( f, Ext�rior aIr ftlm �• 17
. TOTAL R = � .`
U = 1/R = _ ,�_�
• 1�1AL� SECTION (INSULATED)
. , �� � Interior a1r ftim ���'�
�� 2 5,��, � _
1 !� 3 " � � � ,
� ---(�+ �2" Dl v u.��n�fr C,(e�-
� .J� 3��%'� S��/)t'/5� ���C�
,f, EYterior air f11m �• � �
TOTAL R � �7,�7.3
U = 1/R = :c' 7
RIH JOIST ScCTIotJ: n•�R
� ' 1 �nterior air film
� � �) rZ � ,� fif1."�l(tSS ll.0�
' -�� -f� , L v r -
;a'�. �I /T'' Al � -(� - -
'� ' S � ,� SC. iG�/ �'C~� ,
Fi Exterior i r f i ln �1 . 1 7
iOTAL R � �� -: - �
� .
FOUNDATION INSULATION REQUIRED: � � �/R = . ,C':� � �
Min. R-5 on entire wa11 OR
Min. R-10 down to frost depth � .
;A •;'•n� .
Q .' .. :
FOUNDATIOtJ SECTION: n �R
� � r p � .
e;- , •, 1 tnterior af r film
r� Z „ �� I "L '' T 'r" ` x C�.-.�, ., ��.��
.� •;p ' _ ,3 �2^� n �7
6 � I 4 Exterior ai r f i lm
e.` n:�4:. G A (5
• � ,(d•_ -. ,/i; � fi
: _Q �'� � 707AL R a �
�• .���
. U = 1/R = , �Cf
SLAR ON GRADE
� _ I � .., o : - ' , `1' •' ' a�� Q-
- C• ' � ' � `� c�`' . rq ` . , . .�.
.a' . . , ; f � � `' Q � '_ , a �•i'•� ►�.
• :- , � . � , . : � Fi ; � .' ' . �• '.� , ,.
.o '4'' •'Q� .' �, A //;� ���' r1 , d • t'�' G St- ,
\:4•.� '� .•� " a' '��', ` � / �,,:., ` � � .',.; . . ., ' , ,l- • -
., . �
� . . . u ' Heated S1abs : ' �:a, �,p�- .•, u �', �� d '
;,� . .. . _ 8 �' � � � . - '
.
�' Mi nimum R - •� , . 4 . . ► a �
:,.. � ' - � � a� . . _ , � , . � v
, . , .
� .. ,� .4. Uhheated S 1 abs. �4 ' ,• ..Q� .
' " �=v� • Minimum R = 6•2 ' ,� " ��
,. 'q� ,. , d•. ; . , 4. �., � _
. Q-�•4 ^ . Q • 'd, ',�- �� '� •^ 1�
' CON57RUCT10N R VALUC� :
CEILI�lG SECT10t� (It�SULATED) � � �� �
- - � � In[erlor air fflm
. 2 � 7. •P. c�,Si�
. 3 /� '� �`r ii�t lcsc:' `�y,.��0
4 Exierior air flin (still) �•�'1 .
j !� TOTAL R � �. 7�
- �
� , .
u - t/R = lv�-
.
\\ C�iLING FRAHit�G SEC7ION:
� � 2 5 � �.��
� Interior air Tilm
2 �/� �� i„n h-( C'�S l�
3 ��'' L'c llu/�'"c' ��
AIP, VENTED i� Interiot ai r fi in sti 11 �• �
FLOW 5 __=�''/, " inches sort woo�i y, ,�S
� TOTAL R � . �;
� U = 1/R � : 13�
, ,
" ' � . CEILiNG SECT10fi (1HSUlATEP) : � ��
-.��
1' Interior air film
��''.�-�..���,Y�:�--'`'•=�=�-� 2
y
� 3 �. 1 •-
4 Exterior air film sti11
70TAL R =
Ua 1/R =
� � I �� � ,
� 2 J a 5 CEILtNr, FRAttitlt; SECTION: � �i
� �- Interior ai r film
VENTED 2
4 Exterior air film (sti11 �• �
• 5 inches soft wood
� T07AL R = _____
IJ � 1/R =
4 5
� L .. .� / .',�- �� fit �.�T
'�''_�' '" � inside aTr m
., %' �� '` - Z •
::;�.. ;;%: .. . /,(/ . 3 ' .
— . / � n t7
. 5 Oucside air film TOTAL R ' �_
%�� � 2 �
� u - �/R = �
�" ls
• ' - � . .
E�tERGY CODE DESIGN BY ACCEPTABLE PRACTICE
To Determine Compliance with the Minnesota Energy Code
(Section 602 of the State Amended 1983 Model Energy Code)
This form is only applicable to detached one-and two-fam.ily dwellings. The requirements herein are based on Table
No. 6-11 in lieu of the criteria specified in Sections 602.2.1, .2 and .3.
Building Address �S �[�/5 ��i=G��'� C/R G L�-
Contractor or Owner
Buildine Element "R" Values Area (sq ftl % of Ext. Walls
Ceilinas Design `7�� Req'd 38 � 4` ��
Walls (exterior) Design .�2�7 Req'd 20 � `�, � �
(w/o fdn)
Floors (over unheated spaces) Design '`�LE� Req'd 20 yr`��
*Windows (in bldgs w/o Design Req'd 12
sliding glass door) (glass)
*Windows (in bidgs with a /�`/ 7 Design/�-5 Req'd 10
sliding glass door) (glass)
Foundation Walls Design /5 Req'd 5 (when insulating full depth of foundation wall)
Design Req'd 10 (when insulating only to frost depth and
footings extend below)
Slab-on-grade floors Design /�- Req'd t��5 (See Figure No. 3)
**Doors (1-3/4" metal faced) Design�:� Req'd 3
* All windows shall be double glazed or have storm windows
** Conventional doors other than metal require a storm door
CERTIFICATION
I hereby certify that I have completed the above information and that it complies with the Minnesota State Energy
Code.
� ._.__ / �
Simature
�� Date �- `� """`<,�, `1 '�
BCSD 3-89
CGSM/6593
19
. . � .
GUIDELINE TO (R) FACTORS FROM ASHRAE MANUAL
OF TYPICALLY USED PRODUCTS
AIR FILMS R� SHEATHING �
Interior Air Film (Walls) 0.68 3/4" Wood Subfloor or Sheathing 0.94
Ezterior Air Film (Walls 0.17 1/2" Plywood Sheathing 0.62
Interior Air Film (Vented Ceiling) 0.61 1/2" Particle Board 0.66
Exterior Air Film (Vented Ceiling) 0.61 Gypsum or Plaster Board 3/8" 0.32
Interior Air Film (Non Vented) 0.61 Gypsum or Plaster Board 1/2" 0.45
Exterior Air Film (Non Vented) 0.17 Gypsum or Plaster Board 5/8" 0.56
Plywood 3/8" 0.47
BLOWING WOOLS Plywood 1/2" 0.62
Approx. 3"
9.00 Plywood 3/4" 0.93
Approx. 4 1/2" 13.00 Sheathing, Reg. Density 1/2" 1.32
Approx. 6 1/4" 19.00 Sheathing, Reg. Densiry 25/32" 2.06
Approx. 7 1/4"
24.00 Nail-Base Sheathing 1/2" 1.14
Approx. 14" 30.00
Approx. 18" 40.00 ROOFS
All other insulation materials
Built-up Roofs 0.33
must be verified (R Factor) Asbestos-Cement Shingles 0.21
Asphalt Roll Roofmg 0.13
INSULATION
Asphalt Shingles 0.44
Insulation: 2-2 3/4" Fiber�lass 7.00
Insulation: 3 1/2" Fiberglass 11.00 SIDING
19.00 Aluminum Siding 0.61
Insulation" 6" Fiberglass 1 $2
Insulation: 3 5/8: Fiberglass 13.00 Aluminum with Backer
Insulation: 9" Fiberglass 30.00 Aluminum with Backer & Foiled 2.96
38.00 1/2 x 8 Lap Siding (Wood) 0.81
Insulation: 12" Fibergiass 0.67
Insulation: 8" Cellulose 29.00 7/16 x 12 Hardboard Siding
Insulation: 10" Cellulose 37.00 Asbestos Sidings 1/4 Lapped 021
Insulation: 12" Cellulose 44.00 Stucco (Brown and Finish Coat) -
Insulation: 1 1/2" Thermax 12.00
16.00 DOORS �
Insulation: 2" Thermaz .46
1 3/4" Solid Core Door
w/Storm, Wood .31
WOODS ,26
Fir, Pine & Similar Soft Woods w/Storm, Metal
1 1/2" 1.89 Pease Steel Door Insl/N/GL 7.45R .13
3.12 Sliding Glass Door, Wood .65
2 1/2" 4.35 Metal .72
3 1/2"
5 1/2" 6.87
WINDOWS
CONCRETE BLOCK All Nindows
1.11 (w/Storms 1" to 4" Space) .56
8" Concrete Block (S & G Reg.) .55
(Filled with Vermiculite) 1.93 Removal Double Glazing (RDG) ,69
12" Concrete Block (S & G Reg.) 1.28 Thermo or Welded 3/16"Air Space .65
(Filled with Vermiculite) 3.15 1/4" Air Space
8" Light Weijht
2,ig 1/2" Air Space 'S8
(Filled with Vermiculite� 5.03 (Other windows specifically tested
12" Light Weight 2.48 can use better ratings)
(Filled with Vermiculite) 5•82
20
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Knapp Residence
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Bill and Evie Knapp �
85 Cristofori Circle
Orono Mn. 55359
Project Manual
Contract Forms
Specification Divisions 1-11
Issued: 4 /2 4 I q �i
Revised:
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
OUTLINE SPECIFICATIONS
Table of Contents
DIVISION 1 - GENERAL REQUIREMENTS
01000 Project Summary
DIVISION 2 - SITE WORK
02100 Site Preparation
02140 Dewatering
02150 Excavation Support System
02200 Earthwork
02511 Hot-Mixed Asphalt Paving
02515 Unit Pavers
02520 Portland Cement Concrete Paving
02670 Water Wells
02710 Foundation Drainage
02740 Septic Systems
02776 Pond and Reservoir Liners
02800 Site Improvements
02810 Irrigation Systems
02900 Landscape Work
DIVISION 3 - CONCRETE
03300 Cast-In-Place Concrete
03350 Concrete Toppings
03410 Structural Precast Concrete
DIVISION 4 - MASONRY
04200 Unit Masonry
04270 Glass Unit Masonry
04405 Exterior Stonework
DIVISION 5 - METALS
05120 Structural Steel
DIVISION 6 - WOOD AND PLASTICS
06100 Rough Carpentry
06170 Structural Glued Laminated Units
06192 wood Trusses
06200 Finish Carpentry
TABLE OF CONTENTS PAGE TC-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
06401 Exterior Architectural Woodwork
06402 Interior Architectural Woodwork
06420 Panelwork
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07110 Sheet Membrane waterproofing
07210 Building Insulation
07310 Shingles
07530 Single Ply Membrane Roofing
07600 Flashing and Sheet Metal
07610 Sheet Metal Roofing
07700 Roof Specialties and Accessories
07900 Joint Sealers
DIVISION 8 - DOORS AND WINDOWS
08212 Panel Wood Doors
08312 Wood Sliding and Terrace Glass Doors
08360 Sectional Overhead Doors
08610 Wood Windows
08710 Door xardware
DIVISION 9 - FINISHES
09200 Lath and Plaster
09250 Gypsum Drywall
09300 Tile
09550 Wood Flooring
09650 Resilient Flooring
09680 Carpet
09900 Painting
09931 Exterior Wood Stains
09950 Wall Coverings
DIVISION 11 - EQUIPMENT
11132 Projection Screens
11452 Residential Appliances
TABLE OF CONTENTS 6 PAGE TC-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 01000 - PROJECT SUNIIKARY
A. PROJECT DESCRIPTION
1 . Project Name and Location: Knapp Residence Orono,
Minnesota
2 . Project Summary: Single Family Residence
3 . Projected Date of Occupancy: Anticipate start in
spring 1995, 12 months to completion.
B. CONTRACT FORMS
C . TESTING
1 . Testing Agency: Independent testing agency engaged and paid
for by Owner .
D. COORDINATION
1 . Coordination: Coordination of site work, utilities, and
building construction.
2 . Schedule : Critical path method project schedule.
E. FIELD ENGINEERING
1 . Underground Utilities : Verification and location of
underground utilities, facilities, and equipment .
2 . Layout : Layout for site improvements, utilities, and
structures .
F. PROJECT MEETINGS
1 . Pre-Construction Conference: Attendance by Owner,
Architect, Engineers, Contractor, major subcontractors, and
suppliers, as required.
2 . Progress Meetings : As required; attendance by Owner,
Architect, Engineers, Contractor, applicable subcontractors,
and suppliers .
G. SUBMITTALS
DIVISION 1 - GENERAL REQUIREMENTS PAGE 1-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
1 . Project Submittals : Reproducible plus three copies of shop
drawings, three copies for product data and warranties, two
representative units for samples as required.
2 . Record Documents : Record drawings, record specifications,
maintenance manuals, and final property survey .
H. TEMPORARY FACILITIES
1 . Temporary Utility Service: New temporary utility services
by owner.
2 . Temporary Facilities: Temporary construction, support
facilities, and security measures .
END OF SECTION
DIVISION 1 - GENERAL REQUIREMENTS PAGE 1-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02100 - SITE PREPARATION
A. PROJECT INCLUDES
1 . Protection of existing trees, vegetation, landscaping
materials, and site improvements not scheduled for clearing
which might be damaged by construction activities .
2 . Trimming of existing trees and vegetation as recommended by
owner for protection during construction activities .
3 . Clearing and grubbing of stumps, vegetation, debris,
rubbish, designated trees, and site improvements as req' d.
4 . Topsoil stripping and stockpiling.
5 . Temporary erosion control, siltation control, and dust
control .
6 . Removal and legal disposal of cleared materials .
B. PRODUCTS
1 . Tree protection, erosion control, siltation control, and
dust control materials suitable for site conditions .
END OF SECTION
DIVISION 2 - SITE WORK ' PAGE 2-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02140 - DEWATERING
A. PROJECT INCLUDES
1 . Lowering and controlling groundwater levels during
excavation and construction.
2 . Control of hydrostatic pressures during excavation and
construction.
3 . Control of surface and sub-surface water, ice, and snow
related to dewatering.
4 . Standby equipment for system back-up.
5 . Establishment and monitoring of observation wells .
6 . Legal disposal of water removed from excavations .
7 . Removal of observation wells when no longer required.
B. PRODUCTS
1 . Dewatering equipment suitable for site conditions .
END OF SECTION
DIVISION 2 - SITE WORK " PAGE 2-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02150 - EXCAVATION SUPPORT SYSTEM
A. PROJECT INCLUDES
1 . Maintenance of shoring and bracing.
2 . Removal of shoring and bracing when no longer required.
B. QUALITY ASSURANCE
1. Survey of Adjacent Structures and Levels : Registered Land
Surveyor prior to excavation.
C. PRODUCTS
1 . As required for proper support as determined by excavator.
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
� SECTION 02200 - EARTHWORK
A. PROJECT INCLUDES
l . Excavation, filling, compaction, and grading for buildings,
site improvements, and utilities .
2 . Materials for subbase, drainage fill, and backfill for
slabs, pavements, and improvements .
3 . Rock excavation without blasting unless authorized.
4 . Supply of additional materials from offsite if required.
5 . Removal and legal disposal of excavated materials .
B. QUALITY ASSURANCE
1 . Compaction:
a . Under structures, building slabs , steps, pavements, and
walkways, 95 percent maximum density, ASTM D 1557 .
b. Under lawns or unpaved areas, 90 percent maximum
density, ASTM D 1557 .
2 . Grading Tolerances Outside Building Lines :
a . Lawns, unpaved areas, and walks, plus or minus 1 inch.
b. Pavements, plus or minus 1/2 inch.
3 . Grading Tolerance for Fill Under Building Slabs : Plus or
minus 1/2 inch measured with 10 foot straightedge.
C . PRODUCTS
1 . Subbase Material : Graded mixture of natural or crushed
gravel , crushed stone or slag, and natural or crushed sand.
2 . Drainage Fill : Washed, evenly graded mixture of crushed
stone or gravel, with 100 percent passing a 1-1/2 inch sieve
and not more than 5 percent passing a No. 4 sieve.
3 . Backfill and Fill Materials : Satisfactory soil materials
free of clay, rock or gravel larger than 2 inches in any
dimension, debris, waste, frozen materials, vegetation, and
other unsuitable materials .
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02511 - HOT-MIXED ASPHALT PAVING
A. PROJECT INCLUDES
1 . Hot-Mixed Asphalt Paving Over Prepared Subbase :
a . Roads .
b. Driveways .
B. QUALITY ASSURANCE
1 . Construction Tolerances:
a . Base Course Thickness : 1/2 inch.
b. Surface Course Thickness : 1/4 inch.
c . Base Course Surface Smoothness : 1/4 inch.
d. Surface Course Surface Smoothness : 3/16 inch.
e . Crowned Surfaces : 1/4 inch variance from template.
C. PRODUCTS
1 . Asphalt-Aggregate Mixture: Plant-mixed, hot-laid asphalt-
aggregate mixture, ASTM D 3515, complying with local DOT and
DPW regulations .
2 . Prime Coat : Cut-back asphalt , ASTM D 2027 .
3 . Tack Coat : Emulsified asphalt, ASTM D 977 .
END OF SECTION
DIVISION 2 - SITE WORK PAGE 2-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02515 - UNIT PAVERS
A. PROJECT INCLUDES
1 . Exterior concrete pavers over prepared setting bed.
B. QUALITY ASSURANCE '
1 . Construction Tolerance: Unit-to-unit offset tolerance of
1/16 inch from flush, 1/8 inch in 2 feet and 1/4 inch in 10
feet from level or required slope.
C. PRODUCTS
1 . Brick Pavers :
a. Class : ASTM C 902 , Weather Class SX for use subject to
freezing application.
2 . Concrete Pavers : Solid concrete interlocking paving units ,
ASTM C 936 , normal weight aggregates .
3 . Mortar and Grout :
a . Mortar: Portland cement and lime setting-bed mortar,
ASTM C 270, Type M.
b. Bond Coat : Latex-modified Portland cement slurry .
c . Grout : Latex-modified Portland cement grout .
d. Integral Color: Colored aggregate.
4 . Edge Restraints : Triangular PVC extrusions, rigid type for
straight edges and flexible type for curved edges .
5 . Setting Bed: Ungrouted mortarless setting bed over filter
fabric and stone dust bed and prepared subbase.
6 . Joint Treatment : Hand-tight joints with sand filler .
END OF SECTION
DIVISION 2 - SITE WORK ' PAGE 2-6
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
_ SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING
A. PROJECT INCLUDES
1 . Cast-In-Place Concrete Paving Over Prepared Subbase:
a . Parking areas .
b. Driveways .
c . Vehicular entrances .
d. Walkways .
e. Curbs .
B. QUALITY ASSURANCE
1 . Construction Tolerance: 1/8 inch in 10 feet for grade and
alignment of top of forms; 1/4 inch in 10 feet for vertical
face on longitudinal axis .
2 . General Notes : See sheet SS for additional information
pertaining to this section.
C. PRODUCTS
1 . Concrete: ASTM C 150 , Type 1, Portland cement; ASTM C 33 ,
normal weight aggregates; potable water.
a. Design Mix: ASTM C 94 , 4000 psi, 28 day minimum
compressive strength.
b. Slump Limits : 8 inches minimum with superplasticizer, 3
inches otherwise.
c . Air Content : 5 to 8 percent .
d. Finish: To be selected.
2 . Wire Mesh: Welded plain steel wire fabric, ASTM A 185 .
3 . Reinforcing Bars : Deformed steel bars, ASTM A 615 , Grade
60 .
4 . Fabricated Bar Mats : Steel bar or rod mats, ASTM A 184,
using ASTM A 615, Grade 60 steel bars .
5 . Joint Dowel Bars : Plain steel bars, ASTM A 615, Grade 60 .
6 . Hook Bolts : ASTM A 307 , Grade A threaded bolts.
7 . Liquid-Membrane Forming and Sealing Curing Compound: ASTM C
309 , Type I, Class A.
8 . Bonding Compound: Polyvinyl acetate or acrylic base .
9 . Epoxy Adhesive: ASTM C 881 .
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-7
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02670 - WATER WELLS
A. PROJECT INCLUDES
1 . Wells and well pumps for operating water supply.
B. QUALITY ASSURANCE
1 . Pilot and Test Holes : Drilling of pilot holes and wells and
sealing of test holes .
2 . well Development : Certified laboratory testing and
disinfection .
C. PRODUCTS
1 . Well Screens : AISI Type 304 stainless steel, continuous
slot type.
2 . Vertical Turbine Well Pump: AWWA E101, submersible pump,
1hp min.
3 . Pump Accessories :
a . Water storage tank, verify type with owner.
b. Pressure sensing switch.
c . Relief valve .
d. Related piping.
e . Filters, chemical treatment, and water softeners .
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-8
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02710 - FOUNDATION DRAINAGE
A. PROJECT INCLUDES
1 . Pipe, fittings, and drain bodies for interior and exterior
footing drains, floor drains, and vertical wall drainage.
B. PRODUCTS
1 . Drainage Pipe: PVC pipe, ASTM D 2729 , to daylight as req' d,
erosion control and protection screen at opening.
2 . Joint Screening: Synthetic drainage fabric for perforated
pipe only, floor drains to be continuous PVC to daylight . .
3 . Subsurface Drainage Mat for Vertical Surfaces : Composite
non-woven geotextile filter fabric of polypropylene or
polyester fibers and plastic material to conduct water to
drainage at maximum soil pressure.
END OF SECTION
DIVISION 2 - SITE WORK ' PAGE 2-9
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02740 - SEPTIC SYSTEMS
A. PROJECT INCLUDES
1 . Septic system tanks, dosing tanks, distribution boxes, sewer
pipe and fittings for sewage disposal . Comply with City of
Orono ordinances for system(s) requirements .
B. QUALITY ASSURANCE
1. Testing: Percolation test reports .
C. PRODUCTS
1 . Sewer Pipe and Fittings :
a . PVC Sewer Pipe and Fittings : ASTM D 3034 , SDR 35 for
solvent cement or elastomeric gasket joints .
b. Couplings for Sewer Pipe: Rubber or elastomeric
compression gasket .
2 . Absorption Field Pipe and Accessories :
a . PVC Sewer Pipe and Fittings : ASTM D 2729 , perforated,
for solvent cement joints .
b. Filtering Materials : Clean stone, gravel, or other
acceptable materials .
c . Filter Mat : Geotextile woven or spun filter fabric .
d. Joint Covers for Open Joint �ipe : Geotextile woven
filter fabric .
3 . Septic Tanks :
a . Tank and Cover: Precast reinforced concrete with
bituminous coating.
b. Manhole: Reinforced concrete access lid.
c . Inlet and Outlet Access : Reinforced concrete lids .
d. Outlet Filters : Sewage and acid-resistant high-density
plastic .
e . Container Assemblies for Filters : High-density plastic .
4 . Dosing Tanks :
a . Tank and Cover: Precast reinforced concrete with
bituminous coating.
b. Manhole: Reinforced concrete access lid.
c . Method of Discharge: Sewage pumps .
6 . Identification: Metallic-lined plastic underground warning
tapes .
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-10
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02776 - POND AND RESERVOIR LINERS
A. PROJECT INCLUDES
1 . Impervious flexible membrane liner for ponds and reservoirs .
B. PRODUCTS
1 . Liner: EPDM, ASTM D 3253 , Type II, fabric reinforced, 30
mils nominal thickness .
2 . Adhesives : Compatible with membrane for sealing seams and
projections through membrane.
3 . Battens Strips For Mechanical Attachment : Stainless steel
or aluminum.
END OF SECTION
DIVISION 2 - SITE WORK PAGE 2-11
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02800 — SITE IMPROVEMENTS
A. PROJECT INCLUDES
1 . Site improvements and furnishings .
B. PRODUCTS
1. Stone Curbs : Dry set stone curbs.
2 . Site Lighting: By owner .
3 . Site Wal1S : LOCcZl stone, loose-laid type .
4 . Timber Bridges : Preengineered and preservative treated
wood.
5 . Walkway, Roadway, and Parking Appurtenances : Custom design.
END OF SECTION
DIVISION 2 — SITE WORK J PAGE 2-12
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02810 - IRRIGATION SYSTEMS
A. PROJECT INCLUDES
l . Irrigation system pipe, fittings, valves, sprinklers , and
automatic controls for interior and exterior applications .
B. QUALITY ASSURANCE
1 . Water Coverage for Turf Areas : Minimum 95 percent .
2 . Water Coverage for Other Planting Areas : Minimum 85
percent .
3 . Testing: Hydrostatic test at 100 psi .
C . PRODUCTS
1 . Pressure Pipe: Galvanized steel pipe, ASTM A 53 , Schedule
40 .
2 . Circuit Pipe : PVC plastic pipe, ASTM D 1785, Schedule 40 .
3 . Pipe Fittings for PVC Pipe: ASTM D 2466 socket fittings .
4 . Valves with Cast Bronze Bodies :
a . Manual Circuit Valves : Globe valves .
b. Key Operated Valves : Manual valves fitted for key
operation.
c . Automatic Circuit Valves : Globe valves solenoid
operated.
d . Automatic Drain Valves : Automatic opening when pressure
below 3 psi .
5 . Back£low Preventer : Cast bronze.
6 . Sprinklers :
a . Flush surface type with fixed pattern.
b. Bubbler type with fixed pattern.
c . Shrubbery type with fixed pattern.
d. Pop-up spray type with fixed pattern.
e . Pop-up rotary spray type, gear drive.
f . Pop-up rotary impact type, impact drive.
g . Above-ground rotary impact type, impact drive .
7 . Valve Box: Precast concrete.
8 . valve Cover and Frame: Cast iron, lockable.
9 . Automatic Control System:
DIVISION 2 - SITE WORK ' PAGE 2-13
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
a . Interior control enclosure.
b. Low voltage transformer.
c . Circuit control .
d. Timing device.
END OF SECTION
DIVISION 2 - SITE WORK PAGE 2-14
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 02900 - LANDSCAPE WORK
A. PROJECT INCLUDES
1 . Landscape work:
a . Trees, shrubs, and ground cover.
b. Finish grading and lawns.
c . Topsoil and soil amendments .
d. Initial maintenance of landscape materials .
e . Pruning and relocation of existing plant materials .
B. QUALITY ASSURANCE
1 . Balled and Burlapped Plants and Trees : Graded to American
Standard for Nursery Stock, ANSI Z60 . 1 .
2 . Testing: Laboratory testing for suitable soil amendments
and fertilizer .
C. PRODUCTS
1 . Plant Materials :
a . Deciduous trees .
b. Deciduous shrubs .
c . Coniferous and broadleafed evergreen trees and shrubs .
d. Ground cover.
e . Plants .
2 . Lawns : Sod, strongly rooted, 2 years old.
3 . Topsoil : From site stockpile with additional fertile,
friable topsoil from local source.
4 . Soil Amendments :
a . Lime : Dolomitic limestone.
b. Alurninum Sulfate: Commercial grade.
c . Peat Humus : Finely divided peat .
d. Superphosphate: 20 percent available phosphoric acid.
e . Sand: Clean, washed sand.
f . Perlite: NBS PS 23 .
g . Sawdust : Rotted sawdust free of chips and stones .
h. Manure: Rotted stable manure.
i . Commercial Fertilizer: Neutral character for plant
materials and lawns .
j . Mulch: Ground or shredded pine bark mulch.
5 . Landscape Materials :
DIVISION 2 - SITE WORK y PAGE 2-15
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
a . Gravel : Water-worn gravel .
b. Anti-Erosion Mulch: Seed-free salt hay or threshed
straw.
c . Anti-Dessicant : Emulsion type, film-forming.
d. Plastic Sheet : Black polyethylene, 8 mils .
e . Filtration Fabric: Water permeable fiberglass or
polypropylene fabric .
f . Wrapping: Tree-wrap tape.
g . Stakes and Guys : New hardwood, treated softwood, or
redwood.
h. Metal Edging: Commercial steel edging .
i . Wood xeaders and Edging: Al1 heart redwood or pressure
treated southern yellow pine.
END OF SECTION
DIVISION 2 - SITE WORK � PAGE 2-16
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 03300 - CAST-IN-PLACE CONCRETE
A. PROJECT INCLUDES
1 . Plant-Mixed Cast-In-Place Concrete:
a . Footings, foundations , and basement walls .
b. Slabs .
c . Paving base and pads .
B. QUALITY ASSURANCE
1 . Standards : ACI 318, Building Code Requirements for
Reinforced Concrete, and CRSI Manual of Standard Practice .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Testing: Independent testing laboratory.
4 . Floor Flatness and Levelness Tolerances :
a . Subfloors Under Materials Such as Concrete Toppings,
Ceramic Tile: ASTM E 1155 , floor flatness (Ff) of 15 ,
floor levelness (F1) of 13 .
• b. Subfloors Under Materials Such As Vinyl Tile, Epoxy
Toppings, Paint , and Carpet : ASTM E 1155, floor
flatness (Ff) of 20, floor levelness (Fl) of 17 .
C. PRODUCTS
1 . Concrete Design Mixes, ASTM C 94 , 28 Day Compressive
Strength:
a . Footings and Concrete Block Corefill : 3000 psi .
b. Slabs on Grade, Poured walls, and Precast Topping Slabs :
4000 psi .
c . Exterior Site Concrete and Pads Exposed to Weather:
4000 psi .
2 . Formwork: Plywood or metal panel formwork sufficient for
structural and visual requirements .
a . Special forms for textured finish concrete.
3 . Reinforcing Materials :
a . Reinforcing Bars : ASTM A 615, Grade 60, deformed.
b. Steel Wire : ASTM A 82 .
c . Steel Wire Fabric: ASTM A 185, welded.
d. Fiber Reinforcement : Engineered polypropylene fibers
for secondary reinforcement of slabs .
DIVISION 3 - CONCRETE PAGE 3-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
4 . Concrete Materials : ASTM C 150, Type I, Portland cement;
ASTM C 33 normal weight aggregates; potable water.
a . ASTM C 33 , normal weight aggregates.
b. ASTM C 330, light weight aggregates.
5 . Concrete Admixtures : Calcium Chloride is not permitted as a
concrete additive.
a . Air-Entraining Admixture: ASTM C 260, for exterior
exposed concrete and foundations exposed to freeze-thaw.
b. Water-Reducing Admixture: ASTM C 494 , Type A, for
placement and workability.
6 . Auxiliary Materials :
a . Reglets : Galvanized sheet steel reglets, minimum 26
gage.
b. Waterstops : Rubber or PVC waterstops .
c . Vapor Retarder: ASTM E 154 polyethylene sheet, 8 mils .
d. Vapor Barrier: Premolded membrane, ASTM E 96, Method B,
0 vapor transmission rate.
e . Nonslip Aggregate Finish: Fused aluminum oxide granules
or crushed emery.
f . Liquid Membrane-Forming Curing Compound: ASTM C 309 ,
� Type 1, Class A.
g . Water-Based Acrylic Membrane Curing Compound: ASTM C
309 , Type 1, Class B.
h. Evaporation Control Compound: Monomolecular film-
forming compound.
i . Underlayment Compound: Free-flowing, self-leveling
cement-based compound.
j . Bonding Compound: Polyvinyl acetate or acrylic base .
k. Epoxy Adhesive: ASTM C 881, two-component material .
7 . Concrete Finishes For Formed Surfaces :
a . Surfaces Not Exposed To View: As-cast form finish.
b. Surfaces Exposed To View: Smooth form finish.
8 . Concrete Finishes for Monolithic Slabs :
a. Scratch finish for surfaces to receive concrete floor
topping or mortar setting bed.
b. Trowel finish for surfaces to be exposed to view or
covered with resilient flooring, carpet, tile, or other
thin finish system.
c . Trowel and fine broom finish for surfaces to receive
thin-set ceramic or quarry tile.
d. Nonslip broom finish for exterior concrete platforms,
steps, and ramps .
DIVISION 3 - CONCRETE ' PAGE 3-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
e . Nonslip aggregate finish for concrete stair treads,
platforms, ramps, and sloped walks .
f . Exposed aggregate finish, chemical retarder type.
END OF SECTION
DIVISION 3 - CONCRETE j PAGE 3-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SSECTION 03350 — CONCRETE TOPPINGS
A. PROJECT INCLUDES
1 . Monolithic concrete floor toppings over concrete base slabs .
B. PRODUCTS
1 . Standard Aggregate Toppings :
a . Portland cement : ASTM C 150, Type I or Type III .
b. Standard aggregate : ASTM C 33 .
c . Design mix: ASTM C 94 , 4000 psi , 28 day compressive
strength.
d. Reinforcement : Welded steel wire fabric, ASTM A 185 .
2 . Finish: Trowel finish using power driven trowel, or as
specified by owner .
END OF SECTION
DIVISION 3 — CONCRETE s PAGE 3-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 03410 - STRUCTURAL PRECAST CONCRETE
A. PROJECT INCLUDES
1 . Precast Units :
a . Conventionally reinforced precast concrete units .
B. QUALITY ASSURANCE
1 . Casting: Plant cast .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Standards : ACI 318 Building Code Requirements for
Reinforced Concrete, and CRSz Manual of Standard Practice .
4 . Testing: Independent testing laboratory.
5 . Erection Tolerance Limits : PCI MNL 127 .
C. PRODUCTS
1 . Design Mix:
a . 5000 psi, 28 day compressive strength for typical units .
b. 3500 psi release strength for prestressed units .
2 . Formwork: Plywood or metal panel formwork sufficient for
structural and visual requirements .
3 . Reinforcing Materials :
a . Reinforcing Bars : ASTM A 615, Grade 60, deformed.
b. Steel Wire : ASTM A 82 .
c . Steel wire Fabric: ASTM A 185, welded.
d. Supports for Reinforcement for Exposed to View Concrete :
CRSI Class 1, plastic protected legs .
e . Prestressing Tendons : ASTM A 416 , Grade 250 , 7-wire
stress-relieved strand.
4 . Concrete Materials : ASTM C 150, Type I or Type III,
Portland cement; potable water.
a . ASTM C 33 , normal weight aggregates .
5 . Concrete Admixtures : Containing less than 0 . 1 percent
chloride ions .
a . Air-Entraining Admixture: ASTM C 260 .
b. water-Reducing Admixture: ASTM C 494 , Type A.
DIVISION 3 - CONCRETE d PAGE 3-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
6 . Connection Materials :
a . Steel Plate: ASTM A 283 , Grade C.
b. Steel Shapes : ASTM A 36 .
c . Anchor Bolts : ASTM A 307 .
d. High Strength Threaded Fasteners : ASTM A 324 .
e . Steel Finish: ASTM A 153 galvanizing for exposed steel;
primed for non-exposed steel .
f . Bearing Pads : Elastomeric or TFE to suit bearing
stresses .
7 . Grout :
a . Portland cement , ASTM C 150, Type I; sand, ASTM C 404 .
b. Metallic shrinkage-resistant grout .
c . Nonmetallic shrinkage-resistant grout, CE CRD-C621 .
8 . Finish :
a . Unformed Surfaces : Scratch finish.
b. Formed Surfaces : Standard finish.
END OF SECTION
DIVISION 3 - CONCRETE a PAGE 3 -6
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 04200 - UNIT MASONRY
A. PROJECT INCLUDES
1 . Unit Masonry Construction:
a. Concrete block veneer cavity wall on wood studs .
b. Concrete block bearing walls and non-bearing partitions .
c . Stone or precast concrete trim built into masonry walls .
d. Freestanding site masonry walls . ,
B. QUALITY ASSURANCE
1 . Standards : ACI 530 . 1, Specifications for Masonry
Structures .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Fire Performance: ASTM E 119 .
4 . Testing: Independent testing laboratory.
5 . Field-Constructed Mock-Up: Typical exterior masonry
construction.
C . PRODUCTS
1 . Concrete Masonry Units :
a . Hollow Load-Bearing Concrete Masonry Units : ASTM C 90,
1900 psi compressive strength, normal weight .
b. Solid Load-Bearing Concrete Masonry Units : ASTM C 90,
1900 psi compressive strength, normal weight .
c . Prefaced Concrete Block: ASTM C 90, 1900 psi
compressive strength, normal weight .
d. Size: Face dimension of 7-5/8 inches high by 15-5/8
inches long by width required for application.
e . Concrete Building Brick: ASTM C 55 .
f . Special Finish: Special aggregate, rock face finish.
g . Special Shapes : As required by building configuration.
h. Bond Pattern: Running Bond.
3 . Limestone Trim Units :
a. Grade and Color: Standard, gray or select by owner.
b. Finish: Plucked.
4 . Mortar and Grout :
DIVISION 4 - MRSONRY � PAGE 4-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
a. Mortar Mix: ASTM C 270, Type S, for reinforced masonry,
masonry below grade and masonry in contact with earth
and ASTM C 270, Type N, for above-grade loadbearing and
nonloadbearing walls and parapet walls and for interior
loadbearing and nonloadbearing partitions .
b. Mortar Materials : Portland cement, ASTM C 150, Type I
or II .
c . Mortar Aggregate: Natural color, ASTM C 144 .
d. Grout Aggregate : ASTM C 404 .
e . Hydrated Lime: ASTM C 207 , Type S .
f . Color: Natural color .
5 . Reinforcing Steel :
a . Reinforcing Bars : ASTM A 615, Grade 60 .
b. Deformed Reinforcing Wire: ASTM A 496 .
c . Plain Welded Wire Fabric : ASTM A 185 .
6 . Joint Reinforcing: Welded wire with deformed side rods .
a . Steel Wire: 9 gage galvanized steel .
b. Type: Ladder type.
7 . Ties and Anchors :
a . Bent Wire Ties : Galvanized steel .
b. Rigid Anchors : Galvanized steel straps .
c . Masonry to Concrete Frame : Two-piece galvanized steel
anchor. .
d. Masonry to Steel Frame: Anchor with crimped wire anchor
section for welding to steel .
e . Adjustable Masonry Veneer Anchors : Screw-attached two-
piece galvanized triangular or rectangular wire tie and
metal anchor.
f . Screws for Steel Studs : ASTM C 954 organic polymer
coated steel drill screws .
f . Screws for Steel StudS : ASTM C 954 stainless steel .
g . Unit Type Masonry Inserts in Concrete: Malleable iron.
h. Dovetail Slots : G�lvanized sheet metal .
i . Anchor Bolts : ASTM A 307 , Grade A, galvanized.
j . Postinstalled Anchors : Chemical or expansion anchors .
8 . Masonry Accessories :
a . Nonmetallic expansion joint strips .
b. Preformed control joint gaskets .
c . Bond breaker strips .
d. Cotton sash cord for weeps .
END OF SECTION
DIVISION 4 - MASONRY � PAGE 4-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 04270 - GLASS UNIT MASONFY
A. PROJECT INCLUDES
1 . Glass unit masonry for interior applications .
B. QUALITY ASSURANCE
1 . Fire Performance : ASTM E 163 .
2 . Field-Constructed Mock-Up: Typical panel .
C . PRODUCTS
1 . Hollow Glass Block: Nonloadbearing glass block with partial
vacuum interior.
a . Pattern: Translucent , light-diffusing wavy design.
b. Surface Coating : Solar reflective coating:
c . Edge Coating Color: Custom.
d. Shape: Square, nominal 8 inches square.
e . Corner Unit : Preformed.
f . Joint Width: 1/4 inch.
2 . Solid Glass Block: Semi-transparent solid glass, factory-
applied edge coating, 3 inches thick by 7-5/8 inches square
actual size.
3 . Mortar Materials :
a . Portland Cement , White: ASTM C 150 , Type I .
b. Hydrated Lime : ASTM C 207 , Type S .
c . Aggregate for Mortar: ASTM C 144 .
d. Colored Mortar Pigments : Iron oxides and chromium
oxides .
e . Water Repellent Admixture: Stearic water-repellent
compound.
4 . Glass Unit Masonry Accessories :
a . Panel (Joint) Reinforcement : Galvanized steel ladder-
type welded wire units, ASTM A 82 for wire, and ASTM A
153 for galvanizing.
b. Panel Anchors : Perforated steel strips, hot-dip
galvanized.
c . Rsphalt Emulsion: Water-based.
d. Glass Fiber Expansion Strips: 4 pound density.
e . Dovetail Slots : Galvanized steel .
f . Steel Column Anchors : Trapezoidal ties, zinc-coated.
END OF SECTION
DIVISION 4 - MASONRY n PAGE 4-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
' SECTION 04405 - EXTERIOR STONEWORK
A. PROJECT INCLUDES
1 . Exterior Cut Stonework:
a . Copings and sills .
B. QUALITY ASSURANCE
1 . Testing: Independent testing laboratory.
2 . Field-Constructed Mock-Up: Typical exterior panels .
C. PRODUCTS
1 . Limestone :
a . Building Stone Standard: ASTM C 568 .
b. Finish: Honed.
c . Type : Minnesota dolomitic limestone.
d. Joints: Mortar, ASTM C 270, Type N for cladding, Type S
for paving.
2 . Mortar and Grout :
a . Portland Cement : ASTM C 150, Type I or II .
b. Hydrated Lime: ASTM C 207 , Type S .
c . Aggregate : ASTM C 144 .
d. Colored Mortar Pigments : Iron oxides and chromium
oxides .
e . Latex Additive: Water emulsion type.
3 . Anchors and Attachments : Stainless steel, ASTM A 666, Type
304 .
END OF SECTION
DIVISION 4 - MASONRY PAGE 4-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 05120 - STRUCTURAL STEEL
A. PROJECT INCLUDES
1 . Structural steel for building construction and related
anchors, fasteners, and connectors .
B. QUALITY ASSURANCE
1 . Standards : AISC, Code of Standard Practice for Steel
Buildings and Bridges, and applicable regulations .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Testing: Independent testing laboratory.
4 . Erection Tolerances : AISC standards .
C. PRODUCTS
1 . Steel Materials :
a . Structural Steel Shapes, Plates, and Bars : ASTM A 36 .
b. Cold-Formed Steel Tubing: ASTM A 500 , Grade B.
c . Hot-Formed Steel Tubing: ASTM A 501 .
d . Steel Pipe: ASTM A 53 , Type E or S, Grade B; or ASTM A
501 .
e . Steel Castings : ASTM A 27 , Grade 65-35 .
f . Headed Stud-Type Shear Connectors : ASTM A 108 , Grade
1015 or 1020 .
g . Anchor Bolts : ASTM A 307 , nonheaded type.
h. Unfinished Threaded Fasteners : ASTM A 307 , Grade A.
i . High-Strength Threaded Fasteners : ASTM A 325 or ASTM A
490 , as applicable.
2 . Auxiliary Materials :
a . Direct Tension Indicators : ASTM A 959 .
b. Electrodes for welding: AWS Code.
c . Structural Steel Primer Paint : SSPC - Paint 1, red lead
and oil .
d. Cement Grout : Portland cement, sand.
e . Metallic Shrinkage-Resistant Grout : Premixed ferrous
aggregate grouting compound.
f . Nonmetallic Shrinkage-Resistant Grout : Premixed
nonmetallic grouting compound, CE CRD-C621 .
END OF SECTION
DIVISION 5 - METALS PAGE 5-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06100 - ROUGH CARPENTRY
A. PROJECT INCLUDES
1 . Rough Carpentry:
a . Framing with dimension lumber.
b. Framing with engineered wood products .
c . Wood grounds, nailers , and blocking.
d. Wood furring.
e . Sheathing .
f . Subflooring.
g . Underlayment .
h. Air infiltration barrier.
B. QUALITY STANDARDS
1. Lumber Standards and Grade Stamps : PS 20 , American Softwood
Lumber Standard and inspection agency grade stamps .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Construction Panel Standards : PS 1, U. S . Product Standard
for Construction and zndustrial Plywood; APA PRP-108 .
4 . wood Framing Standards : NFPA House Framing Manual .
a . Exterior Wall Framing : 2 inch by 6 inch nominal studs,
16 inches on center.
b. Interior Wall Framing: 2 inch by 4 inch nominal studs,
16 inches on center, unless noted otherwise.
5 . Preservative Treatment : AWPA C2 for lumber and AWPA C9 for
plywood; waterborne pressure treatment .
6 . Fire-Retardant Treatment : AWPA C20 for lumber and AWPA C27
for plywood; noncorrosive type.
C . PRODUCTS
1 . Dimension Lumber:
a . Light Framing: Stud, No. 2 or better douglas fir .
b. Structural Framing: Select structural No. 2 grade
douglas fir.
c . Species : Any species of grade indicated.
2 . Timbers :
a . Species and Grade: WCLIB/WWPA select structural douglas
fir .
DIVISION 6 - WOOD AND PLASTICS PAGE 6-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
b. Type: Free of heart center.
3 . Boards :
a. Exposed Boards : 19 percent moisture content .
b. Concealed Boards: 19 percent moisture content .
4 . Miscellaneous Lumber:
a . Moisture Content : 19 percent .
b. Grade: Standard grade light framing.
5 . Engineered Wood Products :
a . Laminated Veneer Lumber: Laminated wood veneers with
exterior type adhesive; design stresses for use
intended.
b. Composite Joists and Headers : Laminated lumber veneers;
design stresses for use intended.
6 . Construction Panels :
a . Combination Subfloor-Underlayment : APA Sturd-I-Floor,
Exterior.
b. Subflooring: APA Sheathing, Exterior.
c . Wall Sheathing: APA Sheathing, Exterior.
d. Roof Sheathing: APA Sheathing, Exterior.
e . Plywood Backing Panels : APA C-D Plugged Exposure 1 with
exterior glue, fire-retardant treated.
f . Plywood Underlayment for Resilient Flooring: APA
Underlayment Exterior.
g. Construction Panel Underlayment for Resilient Flooring:
APA Sturd-I-Floor, Exterior .
h. Construction Panel Underlayment for Ceramic Tile: APA
Sturd-I-Floor, Exposure 1 .
i . Plywood Underlayment for Carpet : APA Underlayment
Exposure 1 .
7 . Auxiliary Materials :
a . Air Infiltration Barrier: High density polyethylene.
b. Sill Sealer Gaskets : Glass fiber strip resilient
insulation.
c . Framing Anchors and Fasteners : Non-corrosive, suitable
for load and exposure .
END OF SECTION
DIVISION 6 - wooD AND PLASTICS PAGE 6-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06170 - STRUCTURAL GLUED LAMINATED UNITS
A. PROJECT INCLUDES
1 . Structural Glued Laminated Units :
a . Straight beams .
B. QUALITY ASSURANCE
1 . Standards : ANSI/AITC A 190 . 1, Structural Glued Laminated
Timber; AITC 117 , Design, Standard Specifications for
Structural Glued Laminated Timber of Softwood Species .
2 . Preservative Treatment, Structural Glued Laminated Units :
Prior to gluing, AWPA C28, Type B or C; or after gluing,
AWPA C 28, Type A, C, or D.
3 . General Notes : See S5 for additional information pertaining
to this section.
C . PRODUCTS
1 . Structural Glued Laminated Units :
a . Lumber: ANSI/AITC A 190 . 1 .
b. Grade: Architectural Grade, AITC 110 .
c . Lumber Species : Manufacturer' s option.
d. Stress Value: Suitable for use intended.
e . Adhesive: ANSI/AITC 190 . 1 wet use type.
f . Connectors, Anchors, and Accessories : Structural steel,
ASTM A 36 , and ASTM A 307 steel bolts .
END OF SECTION
DIVISION 6 - WOOD AND PLASTICS PAGE 6-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06192 - WOOD TRUSSES
A. PROJECT INCLUDES
1 . Prefabricated Metal-Plate-Connected Wood Trusses :
a . Gable-shaped trusses .
b. Monopitch trusses .
c . Custom shapes .
B. QUALITY ASSURANCE
l . Standards : TPI, Design Specification for Metal Plate
Connected Wood Trusses; TPI, Design Specification for Metal
Plate Connected Parallel Chord Wood Trusses .
2 . General Notes : See sheet S5 for additional information
pertaining to this section.
3 . Design Engineering: Registered engineer.
4 . Fire-Retardant Treatment : AWPA C20 for lumber; noncorrosive
type.
C. PRODUCTS
- 1 . Wood Trusses :
a . Lumber Standard: PS 20 American Softwood Lumber
Standard.
b. Species : Manufacturer' s option.
c . Dressing: Dressed four sides .
d. Moisture Content : Seasoned, 19 percent maximum.
e . Grade for Chord Members : Select Structural
f . Grade for Web Members : No . 2 or Stud Grade
2 . Connectors, Fasteners, and Metal Framing Anchors :
a . Connectors : Hot-dip galvanized steel sheet, ASTM A 446 ,
Grade A; ASTM A 525, G60 .
b. Nails, wire, Brads, and Staples : FS FF-N-105 .
c . Power Driven Fasteners : National Evaluation Report NER-
272 .
d. Wood Screws : ANSI 818 . 6 . 1 .
e. Lag Bolts : ANSI B18 . 2 . 1 .
f . Bolts: ASTM A 307 , Grade A; ASTM A 563 .
g. Metal Framing Anchors : Hot-dip galvanized steel sheet,
ASTM A 446, Grade A; ASTM A 525, G60 .
END OF SECTION
DIVISION 6 - WOOD AND PLASTICS PAGE 6-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
� SECTION 06200 - FINISH CARPENTRY
A. PROJECT INCLUDES
1 . Finish Carpentry:
a . Standing and running trim and rails .
b. Interior paneling.
c . Exterior siding .
B. QUALITY ASSURANCE
1 . Preservative Treatment : Nonpressure method, exterior type,
NWWDA I . S . 4 .
2 . Fire-Retardant Treatment : AWPA C20 for lumber and A�nIPA C27
for plywood; non-corrosive types .
C . WARRANTY
1 . Siding Warranty: Materials, 25 years; finish, 5 years .
D. PRODUCTS
1 . Exterior Standing and Running Trim and Rails :
a . Species and Grade: B and Better, 1 and 2 Clear, western
red cedar .
b. Texture: Smooth.
c . Fasteners : Stainless steel, aluminum or hot-dip
galvanized.
d. Finish: Opaque stain.
2 . Interior Standing and Running Trim and Rails :
a . Species and Grade: For surfaces to receive paint use
any suitable closed-grain hardwood, for surfaces to
receive stain use standard white oak.
b. Fasteners : Concealed and countersunk fasteners .
c . Finish: Semi-transparent stain and paint .
3 . Lumber Siding:
a . Type: Kiln dried solid lumber T&G siding.
b. Species and Grade: Clear vertical grain heart western
red cedar .
c . Texture: Smooth.
d. Finish: Opaque stain or paint .
4 . Siding Auxiliary Materials :
DIVISION 6 - wooD AND PLASTICS PAGE 6-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
a . Felt Underlayment : Asphalt saturated organic felt,
� unperforated, ASTM D 226, Type 1, No. 15 .
b. Fasteners : Stainless steel, non-corrosive aluminum or
hot-dip galvanized siding nails.
END OF SECTION
DIVISION 6 - WOOD AND PLASTICS PAGE 6-6
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06401 - EXTERIOR ARCHITECTURAL WOODWORK
A. PROJECT INCLUDES
1 . Exterior Architectural Woodwork:
a . Standing and running trim and rails .
b. Ornamental items .
B. QUALITY ASSURANCE
1 . Standards : Architectural Woodwork Institute (AWI)
��Architectural woodwork Quality Standards . "
2 . Preservative Treatment : Nonpressure method, exterior type,
NWYJDA I . S . 4 .
3 . Fire-Retardant Treatment : AWPA C20 for lumber and AWPA C27
for plywood; non-corrosive exterior type.
C . PRODUCTS
1 . Exterior Standing and Running Trim and Rails :
a . Species for Opaque Finish: Clear western cedar or fir.
b. Grade: Custom.
c . Finish: Opaque stain.
2 . Exterior Ornamental Items :
a . Species for Opaque Finish: Clear western cedar or fir.
b. Grade: Custom.
c . Finish: Opaque stain.
3 . Auxiliary Materials :
a . Nails : Stainless steel, aluminum or hot-dip galvanized
siding nails .
b. Screws and Anchors : Noncorrosive, type required for
secure anchorage.
END OF SECTION
DIVISION 6 - wooD AND PLASTICS PAGE 6-7
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK
A. PROJECT INCLUDES
1 . Interior Rrchitectural Woodwork:
a . Standing and running trim and rails .
b. Casework and countertops .
c . Ornamental items .
d. Door frames .
B. QUALITY ASSURANCE
1 . Standards : Architectural woodwork Institute (AWI)
"Architectural woodwork Quality Standards . "
2 . Fire-Retardant Treatment :
a . Lumber: AWPR C20, non-corrosive interior type.
b. Plywood: AWPA C27 , non-corrosive interior type.
c . Particleboard: ASTM E 84 , flame spread 20 or less,
smoke developed 25 or less .
3 . Formaldehyde Emission Levels :
` a . Particleboard: NPA 8 compliance .
b. Medium Density Fiberboard: NPA 9 compliance .
c . Hardwood Plywood: HPMA FE compliance.
C . PRODUCTS
1 . Interior Standing and Running Trim and Rails :
a . Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Any closed-grain hardwood.
c . Grade: Custom.
2 . Interior Wood Casework:
a . Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Closed grain hardwood.
c . Grade: Custom.
d. Face Style: To be selected.
e . Frame Fabrication: To be selected.
f . Grain Matching: Horizontal .
g. Veneer Matching of Leaves : Random.
h. Veneer Matching In Panel Face: Running.
3 . Interior Laminate-Clad Countertops :
a . Laminate: High pressure decorative laminate, NEMA LD-3 .
b. Grade : Premium.
DIVISION 6 - WOOD AND PLASTICS PAGE 6-8
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
c . Core: As allowed by grade.
, d. Edge: Decorative.
4 . Interior Ornamental Items :
a . Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Any closed-grain hardwood
c . Grade: Custom.
5 . Interior poor Frames :
a. Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Any closed-grain hardwood
c . Grade: Custom.
6 . Auxiliary Materials :
a . Screws : FS FF-S-111 .
b. Nails : FS FF-N-105 .
c . Anchors : Type required for secure anchorage .
END OF SECTION
DIVISION 6 - WOOD AND PLASTICS PAGE 6-9
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 06420 - PANELWORK
A. PROJECT INCLUDES
1 . Custom Panelwork:
a . Board-type paneling.
b. Stile and rail wood raised paneling.
B. QUALITY ASSURANCE
1 . Standards : Architectural Woodwork Institute (AWI)
"Architectural woodwork Quality Standards . "
2 . Fire-Retardant Treatment :
a . Lumber : AWPA C20, non-corrosive interior type.
b. Plywood: AWPA C27 , non-corrosive interior type.
c . Particleboard: ASTM E 84 flame spread 20 or less , smoke
developed 25 or less .
3 . Formaldehyde Emission Levels :
a . Particleboard: NPA 8 compliance .
b. Medium Density Fiberboard: NPA 9 compliance .
c . Hardwood Plywood: HPMA FE compliance.
4 . Mock-Ups : Field constructed mock-ups .
C . PRODUCTS
1 . Board Type Paneling:
a . Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Any closed grain hardwood.
c . Grade : Custom.
2 . Stile and Rail Wood Paneling:
a . Species for Transparent Finish: Standard white oak.
b. Species for Opaque Finish: Any closed-grain hardwood.
c . Grade: Custom.
d. Insert Panels : Blueprint matched with face veneer.
3 . Auxiliary Materials :
a . Screws : FS FF-S-111 .
b. Nails : FS FF-N-105 .
c . Anchors : Type required for secure anchorage .
END OF SECTION
DIVISION 6 - WOOD AND PLASTICS PAGE 6-10
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07110 - SHEET MEMBRANE WATERPROOFING
A. PROJECT INCLUDES
1 . Sheet Membrane Waterproofing Systems :
a . Exterior deck, below concrete topping.
b. Foundation wall .
B. QUALITY ASSURANCE
1 . Testing: Flood testing of horizontal and vertical
applications .
C. PRODUCTS
1 . EPDM Sheet Waterproofing: Ethylene propylene diene monomer
sheets , 1/16 inch thick, tensile strength 1400 psi, ASTM D
412 .
2 . Flashing Materials and Protection Board: Compatible with
membrane waterproofing.
END OF SECTION
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07210 - BUILDING INSULATION
A. PROJECT INCLUDES
1 . Building Insulation and Vapor Retarders :
a . Under slabs-on-grade, board type.
b. Foundation walls, board type.
c . Thermal insulation in exterior walls, blanket type .
d. Thermal insulation at underside of roofs, over heated
spaces and over soffits, blanket type.
e . Thermal insulation over unheated areas, blanket type .
f . Acoustic insulation at interior partitions, blanket
type.
g . Sheet vapor retarders .
B. PRODUCTS
1 . Board Insulation:
a. Type: Extruded polystyrene, rigid, ASTM C 578 .
b. Vapor Retarder: Integral vapor retarder as required for
application.
2 . Blanket/Batt Insulation:
a . Type: Glass fiber or mineral slag fiber, ASTM C 665 ,
Type I (unfaced) .
b. Type : Glass fiber or mineral slag fiber, ASTM C 665 ,
Type III (foil-scrim-kraft vapor-retarder membrane) .
3 . Loose Fill Insulation:
a . Type : Loose granular vermiculite, ASTM C 516, Type II .
4 . Vapor Retarder (Not Integral with Insulation) :
a . Type : Polyethylene, ASTM D 4397 , 6 mils, 0 . 13 perm
vapor transmission rating.
5 . Accessories :
a. Adhesives and mechanical anchors .
b. Protection board.
c . Crack sealers and tapes .
END OF SECTION
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS
A. PROJECT INCLUDES
1 . Exterior Insulation and Finish Systems :
a. Over plywood sheathing.
B. QUALITY ASSURANCE
1 . Field-Constructed Mock-Up: Typical panel with control joint
and edge trim condition.
C. PRODUCTS
1 . Finish Coating over Extruded Polystyrene Board:
a . Type: EIMA Class PM
b. Base Coat : Portland cement, glass fibers, and polymer
emulsion.
c . Topcoat : Polymer-modified portland cement or acrylic
emulsion.
d. Thermal Insulation: Extruded rigid cellular
polystyrene.
e . Attachment : Mechanical fasteners, corrosion-resistant .
f . Reinforcing Fabric: Standard weight .
END OF SECTION
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07310 - SHINGLES
A. PROJECT INCLUDES
1 . Shingles for roofing applications.
B. QUALITY ASSURANCE
1 . Field-Constructed Mock-Up: Typical area.
C. WARRANTY
1 . Shingle Warranty: Manufacturer' s 20 year warranty.
D. PRODUCTS
1 . Wood Shakes :
a . Type: No . 1 Grade Handsplit and Resawn western red
cedar.
b. Accessories : Felt, ASTM D 226; rubberized asphalt
perimeter underlayment; metal flashing and drip edge;
ridge vent; prefabricated hip and ridge shingles .
2 . Asphalt Shingles :
a. Type: Five layer, three dimensional shingles, heavy
weight, UL Class A, ASTM E 108 .
b. Accessories : Hip and ridge shingles; felt, ASTM D 226;
rubberized asphalt perimeter underlayment; metal
flashing and drip edge .
END OF SECTION
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07530 - SINGLE PLY MEMBRANE ROOFING
A. PROJECT INCLUDES
1 . Single ply membrane roofing and roof insulation.
B. QUALITY ASSURANCE
�
1 . Listing: UL Class A external fire exposure, and Class 60
wind uplift .
C. WARRANTY
1 . Membrane Roofing Warranty: Manufacturer ' s 10 year warranty.
D. PRODUCTS
1 . Membrane Roofing:
a . Type: Totally adhered.
b. Membrane: EPDM, 60 mils, ASTM D 4637 , Type 1 .
2 . Auxiliary Materials :
a . Gypsum Board Base: ASTM C 36, Type X.
b. Insulation: Extruded polystyrene.
c . Sheet Metal Accessories : SMACNA and NRCA
recommendations .
END OF SECTION
DIVISION 7 - THERMAL AND �MOISTURE PROTECTION PAGE 7-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07600 - FLASHING AND SHEET METAL
A. PROJECT INCLUDES
1 . Flashing and Sheet Metal :
a . Metal counterflashing and base flashing.
b. Exterior wa11 flashing and expansion joints .
c . Built-in metal valleys, gutters, and scuppers .
d. Gutters and downspouts.
e . Exposed metal trim and fascia units .
f . Sheet metal accessories .
B. PRODUCTS
1 . Sheet Metal Flashing and Trim:
a. Zinc-Coated Steel : ASTM A 526, G90 hot-dip galvanized,
20 gage.
b. Copper: ASTM B 370, 16 ounces per square foot .
2 . Flexible Sheet Membrane Flashing: Nonreinforced flexible
black elastic sheet, 50 to 65 mils thick, EPDM synthetic
rubber sheet .
3 . Fabricated Units : Compliance with SMACNA Architecturzl
Sheet Metal Manual .
4 . Auxiliary Materials :
a . Solder compatible with metal .
b. Bituminous isolation coating.
c . Mastic and elastomeric sealants.
d. Epoxy seam sealer.
e . Rosin-sized building paper slip sheet .
f . Polyethylene underlayment .
g . Reglets and metal accessories .
h. Gutter and conductor head guards .
i . Asphaltic roofing cement .
END OF SECTION
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-6
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07610 - SHEET METAL ROOFING
A. PROJECT INCLUDES
1. Sheet Metal Roofing:
a. Flat-seam type.
B. QUALITY ASSURANCE
1 . Field-Constructed Mock-Up: Typical area.
C. WARRANTY
1 . Copper Finish Warranty: Manufacturer' s 20 year warranty.
D. PRODUCTS
1 . Copper Roofing Sheets :
a. Type: ASTM B 370, cold-rolled, temper H00 .
b. Weight : 16 ounces per square foot .
c . Batten Caps : 20 ounces per square foot .
d. Finish: Natural finish.
2 . Auxiliary Materials :
a . Asphalt saturated organic felt underlayment .
b. Bituminous isolation coating.
c . Batten bars and strips .
END OF SECTION
DIVISION 7 - THERMAL AND �MOISTURE PROTECTION PAGE 7-7
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07700 - ROOF SPECIALTIES AND ACCESSORIES
A. PROJECT INCLUDES
1 . Roof Specialties and Accessories:
a . Ridge type attic space vents .
B. PRODUCTS
1 . Ridge Vents :
a . Plastic Sheet : Acrylic with insect screen.
b. Framing: Formed or extruded aluminum, mill finish.
2 . Auxiliary Materials :
a . End caps .
b. Fasteners .
END OF SECTION
DIVISION 7 - THERMAL AND �MOISTURE PROTECTION PAGE 7-8
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 07900 - JOINT SEALERS
A. PROJECT INCLUDES
1 . Joint sealers at interior and exterior vertical and
horizontal joints .
B. QUALITY ASSURANCE
1 . Field-Constructed Mock-Ups: Each joint type.
C . PRODUCTS
1 . Silicone Elastomeric Joint Sealants :
a . Type and Application: One-part nonacid-curing silicone
sealant, ASTM C 920, for vertical and horizontal joints,
modulus as required for application, exterior and
interior use.
b. Type and Application: One-part acid-curing silicone
sealant, ASTM C 920, for vertical joints, exterior and
interior use.
c . Type and Application: One-part mildew-resistant
silicone sealant, ASTM C 920, for sanitary applications,
interior use.
2 . Latex Joint Sealants :
a . Type: Acrylic-emulsion, ASTM C 834 .
b. Application: Interior joints in vertical and overhead
surfaces with limited movement .
END OF SECTION
,
DIVISION 7 - THERMAL AND MOISTURE PROTECTION PAGE 7-9
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 08212 - PANEL WOOD DOORS
A. PROJECT INCLUDES
1 . Panel Wood Doors :
a . Exterior stile and rail doors .
b. Interior stile and rail doors.
B. QUALITY ASSURANCE
1 . Quality Standards for Stock Panel Doors : NWWDA I . S . 6 .
2 . Fire Rated Panel Wood Doors: Meeting ASTM E 152
requirements .
C. PRODUCTS
1 . Exterior Stock Panel Doors :
a . Quality Standard: NWWDA I . S . 6 .
b. Design Group: Entrance type, 1-3/4 inch thick.
c . Panel Configuration: Raised panels .
d. Glazing: Insulating glass .
e . Glazing Color: Clear glass .
f . Finish: Refer to Door Schedule
2 . Interior Stock Panel Doors :
a . Quality Standard: NwwDA I .S . 6 .
b. Design Group: Interior panel type, 1-3/8 inch thick.
c . Panel Configuration: Raised panels .
d. Glazing: Single pane glass .
e . Glazing Color: Clear glass .
. Finish: Refer to Door Schedule.
3 . Finish:
a . Site Finish: See Door Schedule
b. Factory Finish: Transparent factory finish, AWI Finish
System No . 2 , catalyzed lacquer.
END OF SECTION
DIVISION 8 - DOORS AND WINDOWS PAGE 8-1
KNAPP RESIDENCE OUTLINE SPECIFICAT.IONS
SECTION 08312 - WOOD TERRACE AND SLIDING GLASS DOORS
A. PROJECT INCLUDES
1 . Wood terrace and sliding glass doors for exterior exposure .
B. PRODUCTS
1 . Wood Sliding Glass Doors :
a . Type: Aluminum-clad wood.
b. Grade: Residential grade, NWWDA I .S . 3 .
c . Frame and Panels : Kiln-dried fine-grained lumber .
d. Glass and Glazing: Insulating safety glazing, ANSI Z
97 . 1 .
e . Glazing Color: Clear glass .
f . Aluminum Cladding Finish: Baked enamel .
g . Interior Wood Finish: Natural finish for site finish.
2 . Auxiliary Materials :
a . Insect screens .
b. Locks, door pulls, hinges and roller assemblies .
c . Compression and sliding weatherstripping.
d. Aluminum or non-magnetic stainless steel fasteners .
END OF SECTION
DIVISION 8 - DOORS AND WINDOWS PAGE 8-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
` SECTION 08360 - SECTIONAL OVERHEAD DOORS
A. PROJECT INCLUDES
l . Sectional Overhead Doors :
a . Exterior units .
B. PRODUCTS
1 . Sectional Overhead Doors :
a . Frame and P�nels : To be selected.
b. Track Type: Standard track.
c . Operation: Electric door operator by owner.
d. Aluminum Finish: Conversion coating for site finish.
e . Wood Finish: Site finished.
2 . Auxiliary Materials :
a . Lifting handles and locking bars .
END OF SECTION
DIVISION 8 - DOORS AND WINDOWS PAGE 8-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 08610 - WOOD WINDOWS
A. PROJECT INCLUDES
1 . Wood Windows :
a . Individual units .
B. QUALITY ASSURANCE
1 . Testing: Window performance.
C . PRODUCTS
1 . Wood Windows :
a . window Type: Aluminum-clad wood windows .
b. Window Operation: Awning, casement, sliding, and fixed
windows .
c . Window Grade: Grade 20, residential, NWWDA I . S . 2 .
d. Glazing: Insulating glass .
e . Glazing Color: Clear glass .
f . wood Window Members: Kiln-dried clear ponderosa pine or
suitable fine-grain lumber.
g . Aluminum Cladding: Formed or extruded aluminum cladding
mechanically bonded to sash and frame with baked enamel
finish.
h. Interior Wood Finish: Natural finish for site finish.
i . Anchors, Clips, and Window Accessories : Aluminum,
nonmagnetic stainless steel, or galvanized steel .
2 . Auxiliary Materials :
a . Ventilator opening limit device.
b. Operating hardware.
c . Insect screening.
END OF SECTION
DIVISION 8 - DOORS AND WINDOWS PAGE 8-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 08710 - DOOR HARDWARE
A. PROJECT INCLUDES
1 . Hardware for swinging and sliding doors .
B. QUALITY ASSURANCE
1 . Materials and Application: ANSI A156 series standards
C. PRODUCTS
1 . Door Hardware:
a . Quality Level : Residential type .
b. Locksets and Latchsets : Cylindar type .
c . Lock Cylinders : Integral type.
d . Keying: Owner ' s requirements keying and key control
system.
e . Hinges and Butts : Full-mortise type with nonremovable
pins at exterior doors .
f . Hardware Finishes : Selected by owner.
2 . Auxiliary Materials :
a. Door Trim Units : Kickplates, edge trim and related
trim.
b. Interior pocket door hardware.
c . Weatherstripping and thresholds.
END OF SECTION
DIVISION 8 - DOORS AND WTNDOWS PAGE 8-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09200 - LATH AND PLASTER
A. PROJECT INCLUDES
1 . Portland cement plaster and lath systems for exterior walls .
B. PRODUCTS
1 . Portland Cement Plaster:
a. Application: 3 coats over metal lath type.
b. Base and Finish Coat Cements : Portland cement, ASTM C
150, Type I or II material .
c . Finish Coat : Job-mixed or Factory- prepared finish coat .
d. Finish: Hand troweled finish.
2 . Lath and Plaster Support Systems :
a. Exterior grade 1/2 inch plywood on 6 inch (nominal)
wood studs .
b. Expanded Metal Lath: ASTM C 847 , self-furring diamond
mesh or rib lath.
3 . Auxillary Materials :
a. Corner beads, casing bead, and control joints .
b. Bonding compounds and agents .
c . Acoustic sealant .
d. Sound attenuated blankets, mineral-fiber type .
e. Thermal insulation, mineral-fiber type .
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09250 - GYPSUM DRYWALL
A. PROJECT INCLUDES
1 . Gypsum Drywall Systems :
a . Interior walls, partitions, and ceilings for tape and
joint compound finish.
b. Cementitious backer units for application of tile .
2 . Gypsum Drywall Attachment :
a . Gypsum board screwed to wood framing and furring.
B. QUALITY ASSURANCE
1 . Performance: Fire, structural, and seismic performance
meeting requirements of building code and local authorities .
C. PRODUCTS
1 . Gypsum Board:
a . Gypsum Wallboard: ASTM C 36, regular, foil-backed, and
fire-rated types, 1/2 and 5/8 inch typical thickness .
b. water-Resistant Gypsum Backing Board: ASTM C 630 ,
regular and fire-rated types, 5/8 inch typical
thickness .
c . Joint Treatment : ASTM C 475 and ASTM C 840, 3-coat
system.
d. Installation Standard: ASTM C 840 .
2 . Cementitious Backer Units :
a . Type: ANSI A 108 . 1, cement-coated portland cement
panels .
b. Thickness : 5/8 inch nominal .
3 . Trim Accessories :
a . Material : Metal trim.
b. Types : Cornerbead, special edge trim, and control
joints .
4 . Auxiliary Materials :
a. Gypsum board screws, ASTM C 1002 .
b. Polyethylene vapor retarder, 6 mils .
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09300 - TILE
A. PROJECT INCLUDES
l . Interior Tile:
a . Wall tile over gypsum wallboard.
b. Wall tile over tile backer board at wet areas .
c . Floor tile over concrete slab.
d. Floor tile over plywood and wood decking.
B. QUALITY ASSURANCE
1 . Tile Materials : ANSI 118 series standard specifications .
2 . Tile Installation: ANSI 108 series standard specifications
and Tile Council of America, Handbook for Ceramic Tile
Installation.
C . PRODUCTS
1 . Glazed Wall Tile:
a . Type: Interior type body, flat tile .
b. Face:
c . Thickness :
d. Face: Plain face with standard edge.
2 . Unglazed Quarry Tile:
a . Type: Nonabrasive square-edged flat tile .
b. Size :
c . Thickness :
d . Face : Plain face.
8 . Tile Accessories :
a . Matching trim units .
b. Stone thresholds .
c . Ceramic toilet accessories .
9 . Setting Materials :
a . Portland cement mortar, ANSI A108 . 1 .
b. Chemical-resistant epoxy adhesive, ANSI A118 . 3 .
c . Modified epoxy emulsion mortar, ANSI A118 . 8 .
10 . Grout :
a . Commercial portland cement grout, ANSI A118 . 6 .
b. Chemical-resistant epoxy grout, ANSI A118 . 3 .
DIVISION 9 - FINISHES PAGE 9-3
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
11 . Setting Accessories :
a . Cementitious tile backer board.
12 . Elastomeric Sealants :
a . One-part mildew-resistant silicone sealant for non-
traffic areas .
b. Multi-part pourable urethane sealant for traffic areas .
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-4
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09550 - WOOD FLOORING
A. PROJECT INCLUDES
1. Wood Flooring:
a . General flooring areas .
B. PRODUCTS
1 . Wood Strip Flooring for General Use :
a. Hardwood Type: Plain sawn, select grade white oak
25/32 inch thick, 3-1/4 inch face width.
b. Accessories : Simulated wood pegs .
c . Finish: Site finish.
5 . Auxiliary Materials :
a . Trim, moldings, thresholds, and reducer strips .
b. Metal feature strips .
c . Underlayments, mounts, adhesives, mastics, and
fasteners .
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-5
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09650 - RESILIENT FLOORING
A. PROJECT INCLUDES
1 . Resilient flooring and floor preparation.
B. QUALITY ASSURANCE
1 . Performance : Fire performance meeting requirements of
building code and local authorities .
C. PRODUCTS
1 . Sheet Flooring:
a . Vinyl Sheet With Fibrous Backing: FS L-F-475A, Type II ,
Grade A, 0 . 85 inch nominal thickness .
b. Surface Profile : Flat profile.
2 . Auxiliary Materials :
a . Edge strips and terminations .
END OF SECTION
DIVISION 9 - FINISHES � PAGE 9-6
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09680 - CARPET
A. PROJECT INCLUDES
1 . Carpet and floor preparation.
B. QUALITY ASSURANCE
1 . Performance: Fire performance meeting requirements of
building code and local authorities .
C . PRODUCTS
1 . Carpet Materials :
a . Carpet Material : Refer to carpet data sheet below.
2 . Carpet Cushions :
a . Type: Sponge rubber cushion.
b. Service: Moderate traffic .
3 . Auxiliary Materials :
a . Edge guards .
b. Adhesives, cements and fasteners .
4 . Carpet Installation Method: Tackless mounting with carpet
cushion installation.
D. SCHEDULE
' 1 . Carpet Schedule:
a. Carpet Type at each location and for each type of
mounting:
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-7
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09900 - PAINTING
A. PROJECT INCLUDES
l . Painting and surface preparation for interior unfinished
surfaces as scheduled.
2 . Painting and surface preparation for exterior unfinished
surfaces as scheduled.
B. QUALITY ASSURANCE
1 . Regulations: Compliance with VOC and environmental
regulations .
C . PRODUCTS
1 . First-line commercial-quality products for all coating
systems.
D. EXTERIOR PAINT SCHEDULE
1 . Wood to Receive Flat Stain and No Finish: 1 coat exterior
semi-transparent or opaque oil stain.
E. INTERIOR PAINT SCHEDULE
1 . Gypsum Drywall to Receive Lusterless Emulsion Finish
(Ceilings) : 1 coat latex-based interior primer, 1 coat
latex-based interior flat paint .
2 . Gypsum Drywall to Receive Semigloss Alkyd Enamel Finish
(Walls) : 1 coat interior latex-based primer, 2 coats
interior semigloss latex.
3 . Gypsum Drywall to Receive Primer Only (At Areas to Receive
Wallcovering) : 1 coat interior latex-based primer.
4 . Stained Woodwork to Receive Stained Finish: 1 coat oil-type
interior wood stain, 1 coat sealer, 2 coats polyurethane.
5 . Natural Finish Woodwork to Receive Finish: 1 coat sealer,
2 coats polyurethane.
END OF SECTION
DIVISION 9 - FINISHES PAGE 9-8
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09931 - EXTERIOR WOOD STAINS
A. PROJECT INCLUDES
1 . Stain finish and surface preparation for exterior wood
surfaces as scheduled.
B. QUALITY ASSURANCE
1 . Regulations : Compliance with VOC and environmental
regulations .
C . PRODUCTS
1 . First-line commercial-quality products for all stain
systems .
D. EXTERIOR STAIN SCHEDULE
1 . Exterior Wood Siding:
a. Solid color, oil or alkyd resin base stain, 1 or 2
coats .
2 . Wood Trim:
a . Solid color, oil or alkyd resin base stain, 1 or 2
coats .
3 . Wood Soffits and Fascia:
a. Solid color, oil or alkyd resin base stain, 1 or 2
coats .
5 . wood Decks :
a . Semi-transparent, oil or alkyd resin based stain, 2
coats . �
END OF SECTION
DIVISION 9 - FINISHES y PAGE 9-9
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 09950 - WALL COVERINGS
A. PROJECT INCLUDES
1 . Wall coverings and surface preparation.
B. QUALITY ASSURANCE
1 . � Performance: Fire performance meeting requirements of
building code �nd local authorit,ies .
C . PRODUCTS
1 . Vinyl Wall Covering:
a . Type : FS CCC-iA-408A, Type I light duty wall covering.
b. Stain Resistance: Factory applied polyvinyl fluoride or
polymer coating .
2 . Textile Wall Covering:
a . Type: ASTM F 793 , Category III, Decorative with Medium
Serviceability.
b. Fiber: Cotton wall covering.
D. SCHEDULE
l . Wall Covering Schedule:
END OF SECTION
DIVISION 9 - FINISHES � PAGE 9-10
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 11132 - PROJECTION SCREENS
A. PROJECT INCLUDES
1 . Projection screen furnished by owner.
B. PRODUCTS
l . Front Projection Screens :
a . Operation: Electric.
b. Mounting: Recessed mounting at ceiling.
c . Viewing Surface : Matte white surface.
d. Edge Treatment : Black masking borders .
END OF SECTION
DIVISION 11 - EQUIPMENT PAGE 11-1
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 11452 - RESIDENTIAL APPLIANCES
A. PROJECT INCLUDES
1 . Kitchen area appliances .
2 . Laundry area appliances .
B. PRODUCTS
1 . Kitchen Appliances :
a . Ranges, electric .
b. Range hoods, ventilating type.
c . Cooktops, electric.
d. Cooktop vents .
e . Wall ovens, electric.
f . Refrigerator/freezers .
g . Freezers .
h. Microwave ovens .
i . Dishwashers .
j . Trash compactors .
k. Garbage disposal .
2 . Laundry Appliances :
a . Clothes washer.
b. Clothes dryer, electric.
c . Combination clothes washer and dryer.
END OF SECTION
DIVISION 11 - EQUIPMENT PAGE 11-2
KNAPP RESIDENCE OUTLINE SPECIFICATIONS
SECTION 11900 - SPECIALTY EQUIPMENT
A. PROJECT INCLUDES
1 . Specialty equipment .
B. PRODUCTS
1 . Specialty Equipment :
a . Security and vault equipment .
b. Central vacuum cleaning.
END OF SECTION
DIVISION 11 - EQUIPMENT PAGE 11-3
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call fo e xt ins ction 24 hours in advance.473-73�J7
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Inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �_ �`��
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PERMIT NO. ��� � COMPLETED �� �
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Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next'n ection 24 hours in advance.473-7357
OwnerlCont on sit :
Inspector.
White Copyllnspector's File Canary CopylSite Notice
ATE TIME
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INSPECTION NOTICE-���� SCHEDULED � '`�T /��
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Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspe tion 24 hours in advance.473-73�J7
OwnerlContractor on
Inspector.
White Copylinspector's File Canary CopylSite Notice
DAT6�(� TIME
CITY OF ORONO CALLED IN J ` /S //' �� ¢„�
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J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i 09 PLUMBING R� 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor on '
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN � "�� c r
INSPECTION NOTICE SCHEDULED '� _'r `y � �'���'
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins ction 24 hours in advance.473-7357
OwnerlContr t�c o n site.
Inspector.
White Copyllnspector's File Canary CopylSite Notice