HomeMy WebLinkAbout1996-008030 - new residence � PERMIT
J CITY OF ORONO
2750 Kelle Parkwa P.O. Box 66 PERMIT TYPE:
y y Permit Number: ���?�j_�-i�'�!�R
Crystal Bay, Minnesota 55323 �i=i;_;i;:,i i
Date Issued:
(612) 473-7357 i=)F,;"i�:�;;'��ti=,
SITE ADDRESS:
'��� �•f_�X t-F-iF1�� h.�.'
r�;j�-3
�� . i . �'�. . ir-'1i �_-i:_�- _ _,-()t31 �i
DESCRIPTION:
r�,x�t� h F��:��:f�t�€�:�
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REMARKS:
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FEE SUMMARY:
¢j�Lti�1T I►w�fi� �:�'r_'��; , i_�i��f
i_���r' i'�•'� �i. .�1 i . i_•�S
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'_�l.lt'C�'i::il'°��� ____ `��.����_.�''i
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CONTRACTOR: — t=:���_� i r:,,,��:. — °=:i . i i i: OWNER:
C:E t=�°=;'_;I t� =;�'�i ic='i i_1�'�°=; I i�?ti: 1'�:�.f.��.'a:;: �t ii;jr�.5�_=;t i `==;�t��i��i�`.��? C'1;=;Ti�t'�y�
�{ f�����,,:� ��C�I�n.i_Y �')�i y �:�_�Zld.j,. }��_�i'Fi„'�•
EL}�t� F't�'..-�,T;�;I E t•1hx �5:=��.7 t•i�='i '_. i•�t� ?��;r.�.3,i;
i;t�,�,``3 '-:=c:�.—�,�i._=��' '�'_{_'r—�'�_�y
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. _��r i_°���T'°:� t='��° i'��° i � _ t•1 a��:C ; -{� � �r�L �f='-� i 1:_.Pa -
_.;. _, _.. _. ..� . .
:-�r'��;: i�r'F i-(; y��t'�,�?�; E��}i��F�.f-,`-; 1 i_: (_)!_! ��I...i_ �;fE_iFit-:. i.�`� �: E�tt i,i;�� t,:!_i!''!i'�_�M;t`,lf;�'_ �,'�,j�-� r'i!._%.� L��. } i' �.��
� i i;;i����li�� !- �°i.?i i`��=��'��',- �;�,;i:� _�Tf'iT� }w��� i°(I����I�`•�:iw��f�� ��t i I LL�T trl;� t�i���;3� i=i�i:�i i I;�'�±t�ta�(�=� . �1
�
APPLICANT P ITEE SIGNATURE ISSUED BY:SIGNATURE � �Slj
Total Fee: � =, ��,?. "�1 DateReceived:
Date Approved:
Entered By: �L . Permit#: ��; ��:
CITY OF ORONO - BUIL�ING PERNIIT APPLICATION
ALL INFORil�1ATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WII.L
BESTARTED
THE APPLICr�i��1T IS: (circle one) OWNER OR ONTRACTOR
JOB SITE ADDRESS: �j�� C�X�.p•t�L.N1 '���Y� Z�: ��
NAME OF OWivER:�."FT}��c� k I , Sfi���2.t--� PHONE: (home��a "�lo��' � L 3�J
(work) - O
MAILINGADDRESS: 5�3��' X�X�S ���- CITY: �-�S ZIP:,S 1 O
CONTRACTOR�Z�SS(C- �z. l-�G PHONE:�/v� -� 3�'-" ��"cJoZ
M ILE PHONE/PAGER:6 ra— �� �'7 I
MAILINGADDRESS:/CSoti-� �Zf'�2.L`� IZCITY:�.�, ZIP: 53�
STATE LICENSE: # oZW - <oS 330
ARCHITECT/ENGINEER:L�TI �j �G , � �''LC.N , PHONE: ��Z-3 J� �'o�9
MAILING ADDRESSa S D'�1 Qh �Y� , CITY: ("i�C.S ZIP:�O�
NA1V�: I C.K, ��L REGISTRATION # I�/� `�¢,_
TYPE OF WORK: New� Addition Accessory Structure
Move Remodel/Alteration L.and Alteration
PROPOSED WORK(describe indetail): N�c.J �I IJ��.� �O�M 1 �-�`1
��.5� o�r-�c_�.
STORIES: O�_ SQ. FEET OF EACH FLOOR:� g�= o`�g 75 allo �O°�`�
NO. OF BEDROOMS: � GARAGE STALLS: ATT. _� DET.
ESTINiATED CONSTRUCTION VALUATION(excludingland): $���_400� �
I hereby apply for a bulding 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 wi e 'n a ance with the approved plan.
APPLICAN'T'S SIGNATLTRE: DA'TE: �,�I��
NOTE! Parade of Homes events require separa e permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
9
/���-_
I O�
��O . O .
�' -�� C ITY of ORONO
'I'1I��1 aj �1�3�',��t r�v j Municipal Offices
\� �� ���t ��� F+ �-� Post OfFice Box 66
� �'����i�:�:��.•t���r �J�';� Crystal Bay,Mimiesota 5532i-0066
� ,� , ,";r•�,...:g,�
,�9.k-E p
�,��5�,,-.
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 Giry of Orono or any of its
departments may require you to furnish certain private or conf'idential information.
You are notified that:
1. The information ycu furnish will be used_to determine your qualification for the
permit or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the
pernit or license.
3. The information may be shared with other local, state or federal a�encies to the
exter�� necessary to process �ri� permit or license.
4. If vour requested permit or Iicense requires Council action to approve, some
information may become punlic.
�. You have cer�ain ri�rts under M.S. 13.04 (see fo?lo�x�ing paQe) to review private
data on yourself.
6. Your full name is required to process this application or permit.
PLEASE PRIl�''T
I�l Il,C.(l�v� �1 �U� �M�.l,l..
First Middle Last
/��S �J�-�/��� �72.1��
Address
��� ��t�1� C`�,� ��--7 �ia- �r 3�-l'�qa
Cirv State Zip Phone
I u ders nd my ' s as stated abo��e.
S i Qnature
V TELEPHO?YE-473-7357� E.�►-473-0510
10
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subdivision l. 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 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
con�dential data; and (d) the identity 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 ma�place the notice required under this subdivision in the
individual income tax or property 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
charge 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 �tual 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 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 relating to contested cases.
11
' CHECk OFF LIST FOR ISSU�`'CE OF PERtiITTS
FOR OFFIC SE ONLY _
��� .� PID: � 7- //��'�� � �3 �C`f�
�DDREjS ORLEG:�L: I�� �°� �t✓��r .
DESCRIP'IZOti OF �j'ORFi: �l-ee-�% %w-��r,c. � '
ZO\�G REti'I�V B��: �� it� DATE APPROVED: b- 3- �7�
BL�.DL\G REv�tiV BY: DATE APPROVF.D: G • 3 - g �c•
FEES TO BE CIi-�RGED: Viisc. Fees Calculated Bv:
PER�IIT Yes � Vo
PL.�N RE�ZE�V Yes �/ No SE�ER COi�Ni ECTION
STr�TE SL�RCH.-�RG� Yes ✓ No RIATER CONiVECTTON
INVESTIG:�TIOv FEE Yes `j0 `� P� �E
Yes Vo �/ s� �SPECTION
�`��' OTHER (specify)
Number of S�.0 tinics
------------------- ---- —
ZO`�G CHEC�i LIST Zonin� Discrict: K 2'�Q
Shoreiand District : Yt'
Fire Department: (,u�r /� Post O�ce: �t�r School District: O�LO^fQ
` t � �+' Widch 3 3O' Depch 7'7 �'i+' G4v�
Lot Area: Sq.ft. 92,2� _Acres Z• i
Survey Suomiaed: Yes � No Da[e of Survey: �2' `' �i S
Proposed Se�backs: �.r
F:onc ��ec): SI. 3 Rignt Side: SZ N
� �
Re:r (Stce��): /`{0 "� L,eft Side: I 6b 1 S
Adjaceat Struccures: /��/�" Wetiand: /1/ ��
o GI.
Building Heieht: rJei. Hg:. 30 Peak H��. 3 S
Avg. Secback: /� I� Bluff Secback: N ��" Lot Coverage: N �/q
Existin� Proposed
Hardcover: 0-75'
L
75-?50' O' (
250-�00'
50a-1000'
Hardcover Vari�nce Required: Yes �!o � Dace oi Council Aoproval:
G - 7� - `�!o B�:v`-`�'• Council aDproval Date: � ��
Gradin�: Starf �pproval Data: .
SzDcic: Scati �.pproval Dace: Bv�
. �
ZoninQ File: T=_ Resoiuuon: = — Resoiuuon Dace:
RE1ti1ARKS (in house):
26
BL'II..DL\G RE`ZE��' CHEC�' LIST
L�sc: � 3
covs�rxUc�ov �E: ��
Sa Faoca�e 5 Per Sa Ft�
B�semer.� t =
lst Floor t
=r.d Floor c
Garase c
� X
TOT.-�L
a�
Esiimated Construciion Value:
S 3�`�.��o ,
tiYork Requiring Separate Permits:
Inspeztions Required: p�umbin; Fire
Si�e Water Connection
Hardcover Re:riovai �tec�anical
S�P�I� Sewer Connection
� Foocin� _� Lawn Irri;a�ion
/� Framin� !� Fireplace p�er
D� Insulacion (tifasonry)
� ��f� � Weil (Sta�e Pe:mic)
/'� �Vall Board � Eleccrical (Stace Perm.it)
— !Z Final Grading/Fillin�
Other __
g�1�i�RKS (L�i HOLSE):
�Z.EVIE`V BY OTHERS: DATE:
Access: Ecisting New
Access Approval: Dace
By:
g�1��I�RKS (TO BE�i OTED ON PERyIIT'):
27
ENERGY CODE DESIGN BY ACCEPTABLE PRACTICE
To Detemune Compliance with the Minnesota Energy Code
(Section 602 of the State Amended 1983 Model Energy Code)
T'his form is only applicable to detached one-and two-family 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 �7 �' �Ux Z1��'CY'� �laY�
Contractor or Owner��S S(C c���'L(�C ()�� /r G
�
Building Element "R" Values Area (sq ft) % of Ext. Walls
Ceilings Design/ S. ��eq'd 38
Walls (exterior) Desigm�3.��Req'd 20 02� �J(
(w/o fdn)
Floors (over unheated spaces) Design Req'd 20
*Windows (in bldgs w/o <.7(� � Design�� Req'd 12
sliding glass door) (glass)
*Windows (in bldgs with a Design Req'd 10
sliding glass door) (glass)
Foundation Walls Design�Req'd 5 (when insulating full depth of foundation wall)
Design Req'd 10 (when insulating only to frost depth and
f�notings extend below)
� .J� �;, �,
�- � n
Slab-on-grade floors Design F.'-,`f��Req'd�'��_S (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 compl the above information and that it complies with the Minnesota State Energy
Code.
Signature Date__�� �
BCSD 3-89
CC/SM/6593
19
GUIDELINE TO (R) FACTORS FROM ASHRAE MANUAL
OF TYPICALLY USED PRODUCTS
AIR FILMS � SHEATHING �R
Interior Air Film (Walls) 0.68 3/4" Wood Subfloor or Sheathing 0.94
Exterior 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. Density 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 Roofing 0.13
INSULATION Asphalt Shingles 0.44
Insulation: 2-2 3/4" Fiberglass 7.00
Insulation: 3 1/2" Fiberglass 11.00 SIDING
Insulation" 6" Fiberglass 19.00 Aluminum Siding 0.61
Insulation: 3 5/8: Fiberglass 13.00 Aluminum with Backer 1.82
Insulation: 9" Fiberglass 30.00 Aluminum with Backer & Foiled 2.96
Insulation: 12" Fiberglass 38.00 1/2 x 8 Lap Siding (Wood) 0.81
Insulation: 8" Cellulose 29.00 7/16 x 12 Hardboard Siding 0.67
Insulation: 10" Cellulose 37.00 Asbestos Sidings 1/4 Lapped 0.21
Insulation: 12" Cellulose 44.00 Stucco (Brown and Finish Coat) ----
Insulation: 1 1/2" Thermax 12.00
Insulation: 2" Thermax 16.00 DOORS �
1 3/4" Solid Core Door .46
WOODS w/Storm, Wood .31
Fir, Pine & Similar Soft Woods w/Storm, Metal .26
1 1/2" 1.89 Pease Steel Door Insl/N/GL 7.45R .13
2 1�2�� 3.12 Sliding Glass Door, Wood .65
3 1/2" 4.35 Metal .72
5 1/2" 6.87
WINDOWS
CONCRETE BLOCK All Windows
8" Concrete Block (S & G Reg.) 1.11 (w/Storms 1" to 4" Space) .56
(Filled with Vermiculite) 1.93 Removal Double Glazing (RDG) .55
12" Concrete Block (S & G Reg.) 1.28 Thermo or Welded 3/16"Air Space .69
(Filled with Vernuculite) 3.15 1/4" Air Space .65
8" Light Weight 2.18 1/2" Air Space .58
(Filled with Vemuculite� 5.03 (Other windows specific311y tested
12" Light Weight 2.48 can use better ratings)
(Filled with Vermiculite) 5•82
20
Et"T'ERIOR E��tVELOPE ENERGY CODE COMPUTATION WORKSHEET
To Determine Compliance with the Minnesota Energy Code
(Section 502 of the State Amended 1983 Model Energy Code)
Project Title �A� ���� J ��-�����'
Site Address G�� ��X ���--�`� �`��
I. EXPOSED �VALL CALCULATIONS
AREA "U" VALUE AREA x "U"
A. Opaque Wall
?. Masonry/Concrete
a. x =
b. x =
C. R =
2 Foundation Wall (Above Grade)
. „ ,
'a. � � � . �"� �X ! � = i� _
b. X —
3. Wood Frame Wall n , ,,
a. Insulated Area � � �1_'� x , �'`�' _
b. Framing Area (Ave. 15% at 16" oc) _�-��x � 0 = / �'�;
c. Framing Area (Ave. 10% at 24" oc) x =
4. Peripheral Floor Edge/Rim Joist ,�,
a. o2a3 —�1,�--� x , � _ �; , �o°
b. � �_ �_x , C�- = C, j�- �,
�
B. Glazing
1. Windows ---- —
a. ��l x �, � _ �� o, ) � .
b. x =
2. Doors � X��— — 3 S—.
C. Doors
1. Wood �
�'
a. Solid X = '
b. With storm door X = �`v
2. Metal __ x = ``
3. Overhead - _ x � - __.
4. Other X —
D. TOTAL WALL AREA, sq. ft. � dZ-'
E. TOTAL OF AREA x "U" S `� � � `�_S
II. ROOF/CEII.ING CALCULATIONS
�
A. Roof/Ceiling Insulated Area �e ��'.�'` x�__ � � � G� '
B. Roof/Ceiling Framing (Ave. 15% at 16" oc) x ,Oa-' _
C. Roof/Ceiling Framing (Ave. 10% at 24" oc) ��O x , 0�2J = S, Z..�
D. Skylight ��i S/- X , "�, — �
-r
E. TOTAL ROOF/CEILING AREA sq. ft. aP /q
F. TOTAL OF AREA x "U" �a s "� /
1J
III. BUII.,DING E�IVELOPE REQUIKEMENTS
TOTAL REQUIRED ALLOWABLE
AREA "U"
(From I.D&II.E) (From V.) (Area x "U")
�' � r�
A. Exposed Wall: �`'�" R , _ - w,� � .-—
B. Roof/Ceiling: �—x ��'���' _
C. TOTAL ALLOWABLE BUILDING ENVELOPE(Total of A&B above) � �/ ' ��r
IV. ACTUAL BUII,DING ENVELOPE
ACTUAL
(Area x "U")
A. Ezposed Wall (From I.E) �� �3
B. Roof/Ceiling (From II.F) ���a� a9`
�
C. TOTAL ACTUAL BUILDING ENVELOPE (Total of A & B) S 7� � i
*(�ieets code requirements if less than III.C)
V. REQUIRED "U" VALLTES
WALLS ROOF/CEILING
Detached one and two family dwellings .11 .026
*Multi-Family Residential Buildings .238 .033
(3 stories of less in height)
*All ocher 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 nature `'�'-� � Date �� (�
g
BCSD 3-89
CC/SM6574
16
� • COtlSTRUCT I Of1 R VALUE
NALL FRAHI�tG SECTION: - •
1 Interior air fiim Q.6�
2 : ��-
k 3 �'�� f nches sof t wood �, $'
� �i r�, 0 C�
�� � S � �L
f� Exterior ai r f i lm (1. 17
• TOTAL R = �/, 0�-
. U = 1/R � ��
• 1JALL SECTION (INSULATED)
- 1 Interior air film �.�R
2 ► -=�
3 �5 _
4 �, o �
� 5 � ��(
F, Exterior ai r fi lm �• 17
TOiAL R = 3, 1�J
U = 1/R � �C��
, RIH JO15T SECTIOta:
. ' 1 Interfor air film �.�R
2 /
• 3 /, 9 -
"�, � —�4 " a, a 6 -
.�, _—{5 �81 - •
,6 Exterior air filn n• 17 .
, TOTAL R = a¢, c� .. .. �
FOUNDATION INSULATIOPI REQUIRED: u , �/R = � �¢ . .
Min. R-5 on entire wall OR
;p ,;.,o• Min. R-10 down to frost depth � .
a • ., : �
, _ � 'A: FOUNDAT l Ot! 5 ECT I ON:
o:' • •. 1 Interior air tilm �•�� .
� .;p � 3 /—
a - == _ n. �
', _ •,a - 4 Exterior ai r r i im
a, a- 'a: A (� /O
: q ;���-4 /r,� � ( TOTAL R a �
�• ..
� U a l/R = ��
c��v���Ppca SLAB ON GRADE
/�As 1�� n6P� .
�C�l }�' tS{`'��%S _ ' � ' '- ' `' �' ' 4 ` ', �t ', -4 ' Q-
% �.
.a•a , ,'. f � r, � - � �_ ' a - i .�__
�,o �a .;ll . . ; A Fi , ;. , � �,. , . � ►�. ..� � �. . �t ,,,. 1
• � 'Q' � ���%�� ,;.if• d � d , r..r Q Q�- .
�:4�, ,�,� .•' ., a ,�G. � �.;.� ` � � .'. • � , • . , � .
u ' � Heated S1abs/. � '•`�� ' �,� " �t ,, �;.d ► ' - ,
:"'°' - .. . . , .. .. � - 8.5 - . � ; ' , . -
�.. � . � • � .�d� � Minimum R - . � 4 ' ' ' c1, � d ,
;,�.. _. . •, � . . � �
-� ,y , �_ .4.� Unheated S 1 abs : • q 4� � � .Q �
' ' �� 6.2 . ' , , . ''
'v � � Minimum R - � d-, • 4
�• � . � �. r?
4. . • • • - _
. a-�•4 .��d • 'd; ,a��:+�: q�^ 17
CONSTRUCTION R VALUC• �
CEILING SECT1Otl (It1SULA7c'D) : '
� Incerior air ffim �•F�
� 2 �s4
� 3 4 9-
3 4 4 Exterior air ffln (sti11 ) �•�1
TOTAL R S�, �v
U � 1/R = ,O 1—
/ CEILING FRAHING SEC7i0N:
� 2 5 1 Interior air film �•�'�
� 2 •`�,L
AIR VENTED 4 Interior air fitm still �
FLOW � � inches sor t woocl y. 3 j
TOTAL R = ��p./3
� u = z/R = �o�
' • �AC_.)(.--�� . .
-- � �--`�
� . �CEILI�lG SECTiON (ltlSUTATED) :
1 r �,��,����„��,��„�����+"7� 1' {nterior ai r fi 1n �•F1
_-�- 2 , �„�
. . 3 . ,
�;-'
4 Fxterior air film stili �• 1
TOTAL R =,, �� ,�'��
� �, U a 1/R = � ��-
.� t
I 2 3 4 5 CEIL(Nr, FRAHINf; 5ECT10N:
�• Interior ai r fiim �•�1
VENTED 2
� 3
� Exterlo� air film s:ill �. 1
' S inches soft wood
TOTAL R =
r
� U = 1/R =
3 4 5 .
,
_ ,, 'L'�*''" `�� y �,� `. 1 InsTde air film �.F+1
:fl-. ;;:: .� :' �` � _ 3 - .
. " t, �
� 5 Outside air film _ �. 17
/,�� � 2 T07AL R �
//� U � 1/R =
��
18
cr5-Zl�'9l3 1�l:�0 $81? -15�1 151! - ---
� -- — ��. ,�, �� � - .. �,---- STOCK LLrMBER EA� ��1U3/007
F-.�r . — -- _ -—---
1"anl'drwlr w�ed�Oha�cRcaou,or
�pGA vaa p�ey�1L Yy qfq x Y�aer rt7
�aa�+ver+.�ea .�e n�r� ��a a dwy �OBr$I11�s,�1VGZ�V
e��°�N���•►�,,. EF.RIN'G INC.
�rlreges�g,yp�s rbe bssr of botb worlds
For Vlliaume Industries, In�,
��.�tt� A7X�and Unistart�Soffware outpuf
d� � �� February b, 1996
This is to certify that the ATX�ancl Unistar�trvss des�gn sofEwar�has b�en
prepared under the direction of reg�stered professlonat engln�ors. We haye a
proven sysfiem with thouscnds of truss designs fihat hove be�n checked ond
sea(ed. {€the fo!lowin� condifions�re met,w�wiit guarant�e th�t the deslQns
can be duplicate+Ei,reviewed and sevled by ou�regIste�ed profess�ona!staffi.
C�ndfions:
. Member end Joints musfi be located Oi eoeh mem�5er's ends
• No tqp ch�rd beonng truss�s
• No t�'1 b�pting trusses
• All jointt must be c�mputet plated withouf any everiapping p(ates
• Load shering mus'�be fvmed off whcn running girder trusses
� The shear siresses are less than alfowables lisfied 4n the accompanying shsar
#abfes
� No Concen�rdied lot�ds aliowcd on mulfiiple tNsses
• Designs must be run using Robbins' created iumbe�and plcst� �iies
• hto girder sfyle hee�s
• Truss l.Jd must be less fihat 24 (centerline to centertine of chords)
• titax�mum span b0'Q"
• Deflection itmited to 1.5" horizonta!o� �.0" verttcaqy (So�dt load ds�ecfion}
or►d U360 live load f(anr and V2401ive lovd roof
• Maxirnum scorf tength of 35"
� Unbolpnced lopds are run on a!I can�ilevered�russes, frusses with inte►�or
Supparfs, o�d atfiCs
• C5l fimlted to 1.0
• Au " absolute guictelines"must b� odhered to except hortzental defleCtion
notes
■ Fabrfcater is responsible far proper Ioadin8s, bearing condttl4ns, etc.
AIlnwobie Shear Stren�fhs {Iumbcr) PSI
S.Pine D-F-L Hem-Fir S-P-F
Floor laads T 80 i 90 1 Sp 1�{p
Snow loads 207 210 � 173 161
Cons ciian locds 225 238 T 88 175
Wind 5eismic Eoad 240 25 2op �87
Stten9ths are based on ne splits or ahokts. Use reducQd velues fpr oth�r co�ditions.
- - - -----_ . _. _ . __�.._. ---- �--. -__ ---- ----- -� -
o3�zo�se 14:�1 �612 a5�i 1511 5TOCK LL�MBER EAG
� � os�i�iso i�:,►n �r �ooa;007
QVAN TYPS S�AN P1-Ftl OVERHANG3 JOH MARR
6 4.2 200300 12 2900 2400 ���T'Y �
4x6 II
SL 1C-O3•33 1 SL 14-p3-13
80 3-00-00 HO 3-00-op
�
�2
1Z I� �X6� 3Ffi\\
E
{
13-01-[e
I
1 Zx5�� 7x5(I
� a x
� �
�
__�__.
AQ D S1 Q
3x6= 3x6= 3xf=
C
lx��
TC 26-00 10-C1•OY 10-01-0• 1�-00
p� ]0-O]-00
20-03-OD -��i
UOSSta= -- Verslon 39.5.$ LOAn CABE #3 WIND FkQN RIGST 4LAT2Na CONFORMS T'0 TPI. 4Ll1TE
RON DA^E� 5•7.G-96 LVMaBR STAtSS LNCRERSL= 33.7= �1I.QL5 M71Y BE vERIFIED NITt�
LO71D3N0 LIYs DEJ►p (PSF) RbHBINS sNClI3YERiNG END TRUSWAL,
csY 5T2E LUMYER _.iSFa roB CFin �O.o 10.o GRIP �aSEQ ON SpF, DFL, I►t� SYP
TaD �.69 2x 4 SPY`-!k2 SSlo BZM CHD 0-0 10,fl LUM8S8 USING GROSs AREA TEST.
BTAS 0.7Z 2X 4 SpF�t� lsio TOTAL afl o za.0 60.0 4LJ+TES • Yo GAU�E RT-2o
wHs o.�e 2X • 3PY-#3 855 ExCEPTIONs: G�TPFIRc 3s9-a�6 PSI pER PAIR
tEPE:ir�V$ MEMIIB� S?&ESS USED. G-B -13.3N 10�0 INCLtfDEB 15.0� IRCAEASE
L�H 1.9I�i 10.D SENSION 985- 4i0 px,I PER A7�ZR
ta1TFPAL eRACiNG� 7�-G -lO.gK 0.0 SNSAR 584- alp PLI pER 811lA
TO4 CHORD - CON'i2NC0U9 C-H -e.!ia a.o
ETM C2tORD - :oNTINL'oUs SdAPOR? CRiT��IA J? SYPE PLATE SxZE X Y
ON8 S�CE - A-E E-D D-B JT TYPE HORZ VERT W7DTH A 4a10 3.00 x 6,afl CTR CTR
- D-F F•C L86 L85 tN-8% s 3oaiR ♦_00 x s.o0 �_o cTx
TR�S3 8?AcihG - ac.o ir:, r PIlv 6t� 33s S- 9 C �O1G 3.00 X 6.00 CTR CiR
c H�lZ RLR 0 77G i- e D 16�0 3.Oa X 6•0o C?A CTR
LOAD C71SE ql E 101] 6_00 X 6.00 CTIt CTR
nifM9ER 3TRE53 SNCRSA6S: 1S-�� LDAD Cl►SE S4 WINP ll RZ�GE F 1012 6.00 x 6.00 C'!R C2A
LOADINO LIvE DEAp (PSF) LQr�BEA S:RZSS IxC1tS11SE= �3.3t C 4100 Z.00 x 5.00 CTR C'!R
Toe CHa 4o.a io•a zo.�DIN4 LIVE DEAn IPSB) }2 41a0 �.00 X L.aO CTx CTR
B?'#' CF[D 0.0 1Q.0 TOF CHD OC�Q 10.Q &1 1200 3.00 X 6.00 CTR 0-2
:0'A!. ao.0 20.0 6a_0 BTM CHD o.o io.o
SUP?ORS GRITBAIA TOTAL 40.0 2G.0 60.0 R � PLx?E IS AOTATED BY 40 DEG
Ji RE1►C:' D�IDTH 1T RTi71C1' mID'fH �XC&eTIONS:
�ns zN•6x La3 I�-8x G-e -ia.ix io.o NOTEs:
x 1215 5- e C 1214 5- 8 H-H -1�.3N Ia.O i. 'PR�ss&9 MnxUFAtTUR.ED nz -
A-c -13.3x o.0 ViLLA� 2NDDSTRISS
LOAJ G►SD !t2 PlIND FitCM LYFS C-H 13.3N p.� ], 7WALY5IS CODSFORMS TQ
L'JM9ER STRL9S =!�7�REASE+ 33.3� SUPtORT CAITERYA YPT-BS IriDS-91) .
LOIWi� L2VC D�An (YSPf JT TYPB HOftt VER7 WIDSH 3. 9aYND LOAD8 - w.YSI/A5Ca 7-ee
TOP CHD 40.0 10.0 L85 L85 ;YP-SX TRUSS IS DSSIGISED >8 A
D'"K C�?D D.0 10.0 A PIp 6 13D 5- 8 MI►IN wie�D-roRes �s &YSTSM
So^�►L �o.o Zo.o 60.o c Aony RLst o 130 5- 9 WINa sPE�n - �o nP�3
EXCEFTION9: MEAN ROOF }lEIGxT - 25'
Ci-8 1,9N 1Q.� EX�OSURE G►TSGORY - C
8-a -11.3N lo.o MEMDEA lORCES (L95J OCCVlANCY CATEGORY - 1
�-c i.9rt o.0 Top CiiQUDS OCEAPtLZL3E DIST - l00 MSL85
G-a ia.3K O.o G-m . 2�9 T 6-B - 6ea C a. ANCFiOR TAVSQ FoR A TBTAL
SVFiORT CRZTERIA E-F • caa C F-H - 2i9 T HORZ20NTaL LOAD OF 467 La9.
�T TYPE KOR2 vERS wIDT}; sOTTo� GHORDS 5. nVE TO TRVBS CONFIGUteATION
�SS �SS YN-SX A-0 • Si5 T D-S1 - 565 T ?AKE EXTAA CAAE IN HA2zpLING.
A PiN -663 236 5- D 61-C . 565 T DUE TO OVEAALL xEiO[{T-TO-
C HORz x�R 0 ]3B 5- e wB85 i..ENGTx RATTO, QUALIFiED
A-G � 1i0 C A-E - 1013 C DSLIGN OF FEICMANTIVT
E-D � 1i; T D-d . 45a T bR�,CiIIG IS REpUIRfiD-
D-F � 227 ? Y-C = 103� C
C•H � 2S0 C
DL+LL D�EL � 0.77" IN D-C
LL DEFL . ❑.03" c 8RG-sF},N/360
Spa1�P/DEFL iD��LL) - B86
u5�z[�'96 1�i:31 $61: 15d 1512 STOCK LUM$ER EAG
, , y �V v �.�. �005�007
�QV�N TYpE 3pAN P1-H� OVERHANG3 J08 MAg1C
11, �iIPP 250000 12 2400 �400 ���TY
6X6= 3x�= 4x6=
SL i1-03-12
Tyo �-eo-ao � x c 15loL 31oo�oa
� lz i
12 4a6�i 4x6ti�
G K
Ii-OC-QO
� 2x5 II 2x5 fl
I J
I �
� _ f
�� F 51 E �
4xb= 3xe= �x6= 3XS=
ti
axr►=
�
TC 2a-�0 � i-00-00 1Q�00-00 8-00-00 ' Z6-00
ac Z6-ao-ao
� 26•Q�•DO
IIal9tar -- vereion 34.f.7 3,OAD CAb� �3 i0lND YROM RicFiT PLATINO C4NFORMS TO TPI, pIATF
RUIQ DATE: 5•z 6-96 LUMB�a STxyt9S SNCABAS�: 33.]4 vALIIT9 h1AY BF 'V'SRSFI&R �PiTH
�o�DIHG LIVE ael►D (p&F? ROSBINS EN6IDtEERINa 7titvD rROaWAL-
CSI 5IZE LUMBER 1._5='B T02 CND GJ.O 10•Q GRIy BAS�D oN SP1�, DFL, ANo SYP
TOP 0.64 2A i SP?-#2 1510 BTM CNII O.D 1a.0 LUMSLR UCIAG G�OSS ARYA TBST.
B�M C.10 iX 4 SPF-n2 SS1Q ?C-AL C0.0 2a.0 60.0 PLAT&5 - 10 GAU4E RT-2o
PJBS o.B7 ZX 4 SP8-it3 Qc5 �XCEPT20N5� G1liPPING 7a9-�9� PSI PSR FAIR
[�pETITIv� esst�SER 9T�gss tt98D. I-B -19.�N 10.o I�acLvnEs iS.Ut I1dCRL•ASE
C-J J.CE1 10.4 'fLNSION 965• �t0 pL1 PER nAIR
r.ta�ERAL BS-ACiNG� n-C -i].39r io.p SxE]►�! 584- lle 9Li P£R PRIR
TOP CxORD - CODI?SNLTOVS A-I -30.3N O.V
3'SM C13�RD - CONT2A'UqUS D-J -8.9N 0.D �2' TY@C YLATB BIZE x y
OYE B1lACY - �-� F-K K-E SUPPOR? CAS'rElllA A k010 �_00 X 6,Op �Tk CTA
- H-A JT ?yp$ FiOA2 VLRS WI�TY 8 5101 4.00 x G.00 i.8 1.8
:0.II35 BPAC�NG - �4.0 IN. L8S LBS IN-SR C 5101 1.00 X i.00 1.8 l,B
7� P2N 418 217 5- B II 4010 4.00 X 6.00 CTR CT$
L011D CASE �11 D �+CR= ALR D ]16 fi- R E 10T� 7.0o X i.00 CTA C?R
�4MHER 37'RCSS INCRLrASEe 15.Ot F 7,070 3_00 )C 8,0� CTA CTR
L�ADiNG LiVE DEAD �PSF; L�AD C1�.SL IF4 Ni�n �/ RSDGe G iozt a.0o x s.ao CTR CrR
ToP GHD ao.o :O.a LUMBER STRaSB INCx8AS8: 37.3t H 1012 4.00 X b-00 CTR CTa
HTM C}1D 0.0 :0.6 LOADItiG LIV£ DERD (PSF} S 41Q0 1.00 X 5.�0 CTe2 CSA
TOT�►L oo.0 20.0 60.0 TCP cxD 4C.� la.o J llo0 2.OD X S.00 CSI! CTR
SUpPQRT CRITL►RIA 8TM CxD 0.0 16.0 K 101� 3.00 K 6.D0 CTA CTR
JT ?LaiCT WiD'IF J" R�ACT WIDT}I T07'AL aD.O 20.Q 60.0 S1 1200 1.Q0 X 6.00 tTR G.3
LB3 TN-Sx LBS IN-67( EXCEPT�oNS:
11 1560 5- e D 1559 S- a :-8 •13.3N 10.o NOTTs:
C-J -13.3N io.0 3- TAU98ES MAi+I'pBACTUR£D HY -
r�011D CASE �IZ �TND FROM LEF� B-C �23.3N 10.0 V2LLAUME ZNDUSTRISS
LUMHBR STRESS �AiCR£ASE: 3]-31r A-Y -13.31C O.0 �. ANAI,YSIS CONfORMS TO
L0�►bING LZVE DEAD [psF; D•J 13.3N o.o 'rp2-BS fICDS-91) .
TCP CiI'� <0.0 10-0 5:tPPOA'i CRSTERIA 3, WIbTD LOAD5 - ANSI/ASCE 1-$S
aTM :.1{D �.O �;..6 J'T 'fY?E }iOAZ VERT HIDSF( TRUSS IB DYSIGNED AS A
7D:AL �0.0 10.0 60.0 L88 LAS IP-SX M�IN P1IFD-pORCt RES SY9TEJ4
EXCEpTIOrS; A PIn 6 L69 f- e WIND SPEPII - 70 MPx
I-H 3_�N 10.� O IlQRS RLR 0 169 5- B M�A)1 Roor xBicKr - zs`
C-J -13_3N IO.0 EXPOSCJRE CATEGoltY - C
B-C -23,3N �0.0 ocavFl�NCY cnrEaoRY - 1
A-Z 8.9N 0.� HEM9ER 1►ORCB3 (LHS) OCEA1aLIN8 DI9T - 10o MILEB
D-.: 1Q-�N �.� TOH Cl[Oltbb 4. AL7CHOA ?AUSS FOR A TOTAL
S^.7P�Ar [RI:ERIA z-C - �oz T a-8 � 12a2 C HORIZ02v21►L LOA� oP a1B LSS.
J: TYP£ xOR2 vERT WIDTH B-K = 807 : K-C - !D7 C
LHS �BS IW-SX C-H • lll2 C FI-J Zp2 i
h )ZN -a�8 316 5- B LOT'LOM CROROS
p HORZ RLR � 2B7 5- B A•F � 764 T F-Gl � 92i T
Si-E = 924 T E-D - 7�a T
91ED5
A-I � aC0 C A-G � 1l91 C
G-F - 103 T P-➢ - 357 'r
F•PI . 276 � K-E = 2T6 C
e-c . 3S7 T a-H . 1p3 r
H-D - 1i91 C D-J = 200 C
7LrLL DEFI� � 0.16" Ild E-D
:(, DEFL � 0.0�" < BRG�5pAD1/+�6Q
SPAN/UEFL (DL+LL) - 999
05'24'96 1a: 32 'a`61: �5.� 1511 STOCK LL'M$ER EAG
. � ua�in:ab lc:ln -o- C�U08%007
����
QUAN TYPE SPAN P1-H1 QVERHANGS JOB NA,RK
16 SP.A 300200 l� �400 240Q DUS�Y
BL 14-01-11 `x�= Zx511 dx9�
HO 3-CC-00 H x C SL 14-01-11
HQ 3-00-00
lZ
r-
2�
j 3xi4
� 3X6\�
� E
13-CO-00
6x6= L
8-06-o6a ,I�
x
�x6// J 3x6! 3xb�
M �
�x6�`
I7 N
I J
3x6G 1] F
3x5�
A
3x611 D
]x6 11
zc �400 :c-;,�-00 io• -OQ 1d•00• G 3aoo
BC 15-�1-00 15-01-00
' !� 3o-oa-oo
?aiSter -- Vereioa 39-5.� a-x -B.9N o.a 6�tTPPING ]af-Z9d pS2 PER PAIR
RON Da7�: 5-16-46 StfPpOR2 CRiiERIA INGLUDE3 iS.Ot 2NCR8AS8
Jr TYP� HOR2 VERT WIDTH TENSICDt !YS- 4B0 FLI PEA p�IR
CSI ST2�L' LUMbEA 1.15FH E,AQ LBS IN-SX 4HEAR 580- �18 tLL PER IIAI&
SOP C.Bl 2X G SPF-1650 19C0 R PIN 497 34i 5- i
B�!�t O.iS 2X 4 bPF•Y� 1510 D HOR2 1lLA 0 )77 5- 8 JT TYDF PLATE S'IZY X Y
93i5 0.89 2X 4 SFF-}E7 865 A Q594 3.00 % 6.00 3.0 1.5
AEPaTISIVE MSK3ER $TRESS USED. L�a3 CAS$ q4 WIND // RIDGL �y 5156 �,OQ X l.00 2.7 1.0
LUMBER STRE59 INCREASE� 33.St mC 525C 4.00 X 9.OQ 2.� 1.0
LATERI�L DRACZNG LOADING LIV� D�AD (P9F? D t594 3.00 X i.o6 3_0 1.5
ToP CHORD - CDNTINUOUS TOa CND d0.0 10.0 L 6070 6.00 R 0.00 CTR 3.3
8?M CHOp.D - CONT2NUOU5 BTM CND 0.0 10.0 F 1050 3.00 X 6.00 GTR C?F
TR056 SF,ACTNG - 24.0 IN. TOz'11L 40.0 zo_o 6A.� G laSO 3.00 x 6.D0 CTR CTB
EXC6p�:zous: H 1050 3.oa X 6.0o cr�t CTR
:,OAD ^ASE �il H-C -13.�N 14_Q I lOSQ 3.00 !f 6.00 CTR CYII
:.VHDBA 9T�ES5 INCREASE: :S.C� X-8 -13.�3Q 10,0 S 1Ci0 3.00 X 6.Q0 CTA CTR
�OADING :.SVB DEAD '?£!1 C-N -13.3N SO.o x IOCl 2,D0 X S.00 CT�t C2A
SQF CiiA 4D.0 10.0 p-M -13.3N 0,0 y 1050 �.00 X 6,D0 CTA C?R
B-M CHD C.0 1U.0 0-3C 13.3N 0.0 M 4130 �_00 X �_p0 CTR 3.G
TCTAI, 50.0 20.0 EC.O SJFFo[zT CRiTERIA N 4ilo a.00 X 6.00 CTR 1.6
SU?POta7 CRITERIA JT TYPE HORZ VFRT WSDTH
J'!' TyPE HOlZ VF1kT �'91DTN LBS LBS IN-SX � PLATE DOF73 if01' MEE? SANDL2NG
L85 Les IN-SX A DIN D 1f7 S- 8 ALQUIREMICN?&- VER2FICATION
A %'v U 1510 �- 8 D HOR2 RLA 0 19� 5- S R�QBSRFD.
D 90RZ R�.R G :B 10 5- Y
NOTBB:
�OAD CAS3 kz WIND FROM LEFT MLMEER FORCES (LaS) l. TSvssEs M7►ivUFACTpR�D aY -
LUM86R STR�SS YNCREI�SE� 33 3i 'fOD CHOADs �ILLAUME INDIISTRICS
LCA]_MG L2V2�7 DE� (PSF} M-S e 2171 C J-1 . 24Q� C 2. ]1NALYSIS CONFOIW5 TO
ToD [gD 40.0 1a.6 B-K = 3ze7 C R-C - ]se� C TPI-!5 (NDS•91) .
e'I�7 CHD Q_0 19.0 C-L . 2404 C U-N . 2123 C 3, WIND LOADB - �NSI/ASCE �-8!
T0�'A2, 40.0 2D.0 60.0 BOTTOH CMOADS TRUSS ZS nESTG1VL�D A6 A
Exc&P?:ONSz A-I . S41 T I•H . 1736 7 M�IIN NSND-FORC� aE5 SYSTEM
B-G -13 3N :.0.0 l+-2 . 1958 T IC-C - 1965 T WIND SpSED - %0 MPH
N-� 3.ON 10.0 G'F ' 193i T i".b ■ �i T MEA�? ROOF NEIaH? ' 25'
C-lc -J.3.3N 10.0 '�6�9 EXpO5URE CAT$OORY - C
A-M e_9N O.L A-M . 1�60 C td-2 . 1500 T OCCUFA1vCY CATE60RY - 3
�-N 'C.3cv o.o Z-J � 7a6 C J-H - 71s r ocruai,YNB DiBS - LOn MiC,a�
SUPPORT CdSTERIA H-� . 101 C e-E . �pq� T �. SVILDINQ DESIGb7ER IS
JT 'IYP� rtOR2 �'Y�t' ai07}i E-K - 509 C C-C � 2G49 T RE9PONSIBLE FOR ADfiQOATS
LH� Lfl5 IN-SX G-C � �SO T 3-L • 269 T DESIGN OF TBUSS TO DSIG
� PIN -692 S'77 .- 8 P-L . �86 C F-N � 1500 ? PL11T5 CONNECS20N 1tHICli
D K�xZ RLR 0 3t• 5- 9 p-N • 1�60 � ALLOiiS O.a� tNCHES OF
HORZ. MOVEMEAiT AT JOI01T p
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L'JMB&R S:a�9S :N[REASE: 33.:t �L pEFL . 6.2Z^ c 8A0-�PAN11b0 HOAI20NTaL LO�D OF 49� L85_
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PRELIMINARY PROJECT
DESCRIPTION
SCHEMATIC DESIGN
REVISED FOR DESIGNED
DEVELOPMENT
Sanford Residence
945 Cox Farm Road
Proj ect Number 95437. 10
LHB Engineers & Architects
250 Third Avenue North, Suite 450
Minneapolis, MN 55401
SANFORD RESIDENCE
PRELIMINARY PROJECT DESCRIP'TION
F,L.EMENT A - C�ENERAi,
A. GOALS
1. Provide a barrier free environment.
2. Offer indoor environments that pay heed to air quality, natural lighting,
acoustics, and special aesthetics.
3. Minimize construction waste and domestic waste.
4. Take maximum advantage of environmentally benign materials.
5. Wheelchair accessibility throughout the entire house and site.
6. Use indigenous materials where possible.
B. LOT LOCATION
1. Approximately two acres in Orono, Minnesota.
2. Lot 3, Block 2, Shadowood Farm, Hennepin County, Minnesota.
3. Survey by Coffin & Gronberg, Long Lake.
C. STRUCTLTRE
1. Wood frame house with 2 levels and partial basement.
2. Detached garage of wood stud and wood truss construction with connection to
house.
3. House with approximately 3,300 S.F. of living space.
D. SCHEDULE
l. Clearing will be late February, 1996.
2. Construction to begin on or about May 1, 1996.
3. Construction to be completed by September 15, 1996.
4. After completion with all systems operating there will be a one month period to
allow the building and its materials to out-gas. Availability for use: October 15,
1996.
E. GENERAL
1. No smoking will be allowed in the building during construction.
2. The use of recycled building materials is encouraged.
3. Dispose of material through recycling and reuse.
SANFORD RESIDENCE
PRELIlI�NARY PROJECT DESCRIPTION
F. DELIVERY
1< Construction will be based on LHB's Design Development plans and
preliminary specifications (to be complete by April 15, 1996).
2. Contractor will be Classic Structures.
3. Owner and Contractor responsible for Agreement.
Go COSTS
l. Owner's budget: $300,000 to $340,000.
2. Cost estimates will be prepared by contractor.
EI,EMENT B - SIT , Wl1RK
E�,o DE.SCRIPTION OF LOT
1. Approacimately 2 acres in a suburban residential development.
2. Site slopes to the northeast.
3. Site access is by private driveway from public street.
4. Site is densely wooded primarily with maples ranging from seedlings to 30"
diameter.
B� LANDSCAPE WORK
1. Landscaping near building will appear "planned" to accommodate homeowner
activities and will become more naturalistic as you move away from building.
2. Plantings shall be compatible with native plant communities.
3a Landscape features will both direct and contain views.
4o Landscaping should incorporate 36" wide asphalt path system with turn around
areas.
5. Mulch to be chipped or shredded hardwood product, chemical free, obtained
from a renewable source (possibly on site).
�C. GR�ING/EARTHWORK
1 a Balance cut & fill for slabs on grade and driveway to reduce export from site,
and minimize disturbance to tree roots. I.ocate building to utilize existing
grade, but high enough to facilitate drainage.
SANFORD RESIDENCE
PRELIl��IINARY PROJECT DFSCRIPTION
2. Create drainage swales around house, coordinated with draintile daylighting arid
other drainage structures if required.
o Intercept runoff from southwest before it reaches house.
o Roof slope orientation and gutters will be used to direct runoff away
from house.
3. Provide all necessary precautions to prevent erosion of soils.
4. Topsoil to be obtained from local source.
5. Grading and floor elevations are shown on the drawings.
D. DRIVE-WAY AND WALKWAY
1. Courtyard to be concrete pavers on aggregate base. Driveway to be biturrunous
pavement on class 5 base.
2. Path system to be bituminous pavement on class 5 base.
3. Consider class five aggregate as alternative to Number 1 and 2 if budget
dictates.
E. UTII,ITIFS
1, All udlides, except for septic and water, will be provided by �ity and or private
udlity companies. Connections from house to garden shed will be required for
water and power. Power and gas will be unde.Iground. Verify all udlity
locations prior to excavation, driveway layout and landscaping.
2. Verify septic mound location and clearing requirements.
ELEMENT C - FO �ma�rrnN A U$STR I(''TiTRF
�1. FOOTING AND FOUNDATION WALIS
1. Concrete slab on grade (basement, garage and partial house). Provide cost for
floor drain (pitch to drain).
2. Poured concrete foundation walls 8" thick.
3. Concrete footings with reinforcing rods.
4. Concrete forms are to be steel and are not to be sprayed with oils or
petrochemical material.
a. Portland Cement Concrete Type I.
5. Backfill under slabs on grade with compacted satisfactory soils in accordar►ce
with recommendations of soils engineer.
a. 2"-4" of gravel or "waste" glass.
SANFORD RESIDENCE
PRELIlI�IINARI' PROJECT DESCRIPTION
b. 4"-6" sand layer below vapor retainer.
c. Plastic vent stack from sub slab gravel up through roof for Rador�
control (use recycled plastic tubing).
6. Bac�ll foundadon walls as per recommendations of soils engineer.
a. 2"-4" of gravel or "waste" glass.
B. MOISTURE AND THF.RMA�PROTECTION (House only)
1. Full vapor retainer under floor slab.
2. Rigid insulation board at perimeter of foundation wall and under floor slab
(above gravel, below sand).
a. 2"-3" extruded - polystyrene.
3. 2-3/8" waterproofing on all foundation walls (Warm and Dry/Tuff and Dry).
4. Provide capillary break on top of footing (Tu-Tuf� #3.
C. SUBDRAINAGE SYSTEM
1. Perforated drain tile with granular backfill soil on foundation walls inside and
out. Draintile to drain to sump basket. No pump unless required.
ELEMENT D � SITPF.R�TRTTC'TiTRF
A. WALL FRAMING
1. Garage:
a. Load bearing 2x6 (advanced framing) wood stud with exterior rated
sheathing (OSB).
2. House:
a. Load bearing 2x6 advanced framing wood stud construction with
exterior rated sheathing (OSB).
3. Headers
a. Manufactured headers (Superior Wood Systems, Superior, WI - 715�
392-3484).
b. Manufactured rim joists ('Timberstrand by Truss Joist MacMillian,
Minneapolis, MN - 612-896-1115).
B. FLOOR FRAMING
1. House
SANFORD RESIDENCE
PRELIIVIINARY PROJECT DESCRIPTION
ELEMENT D - SUPERSTRi1('TiTRF�(:ontim�edl
a. Floor truss construction (TJ1) with exterior rated sheathing on first
floor. (OSB). TJI floor by ('I'rus Joist MacMillan - 612-896-1115)�
2. Rim Joists
a. Manufactured headers (Superior Wood Systems, Superior, WI - 715-
392-3484).
b. Manufactured rim joists (Timberstrand by Trus Joist MacMillan9
Minneapolis, MN - 612-896-1115).
C� ROOF FRAMING
1. Garage:
a. Pre-manufactured wood trusses.
b. Exterior rated sheathing (OSB).
c. "Attic" trusses over large section.
2. House:
a. Pre manufactured wood trusses.
b. Exterior rated sheathing (OSB).
c. "Attic" trusses over two story area.
�' • � -NT •- .XT ,RT(l�t (`i,n�TTRF
A. EXTERIOR FINISHE,S
1. Siding:
a. Painted Composite Wood (Canton Lumber Company
I.ouisiana - Pacific's Inner Seal Lap Siding).
b. Trim: finger jointed wood (Prime Trim by Georgia Pacific).
c. Accent: Stucco.
d. Provide cost for redwood or cedar siding.
2. Decicing for exterior decks/patios to be from recycled wood and plastic (Trex9
Canton Lumber Company - 6120425-1400).
B� WALL CONSTRUCTION
1. Garage:
a. 2x4 wood load bearing studs.
b. Fiberglass Batt insulated.
SANFORD RESIDENCE
PRELIlVIINARY PROJECT DESCRIPTION
ELEN�ENT E- EXTERInR CT,nSiTRF, f('�••r;n„p,��
c. Gypsum wall board interior (taped only).
2. House:
a. 2x6 (advanced framing) wood load bearing studs.
b. Blown in insulation (Cellulose two pound density).
c. Polyethylene film (Tu Tuff#3) vapor barrier with tape sealed
penetrations and seams (Shelter Supply)
d. Vapor barrier boxes at oudets and recessed lights (I,esco Boxes)o
e. Painteti gypsum wall board.
C. EXTERIOR DOORS & WINDOWS
1. Garage:
a. Prefinished steel insulated overhead door ('Thermacore,
800-929-1277].
b. Non -insulated metal clad mandoor.
c. Residential grade, wood clad windows with non-insulated glass and no
divided lites (Marvin, Hurd or Windsor).
2. House:
a. Insulated metal clad door
b. Residential grade, wood clad fixed and casement with insulated Yaw-E
coated glass and no divided lites (Marvin, Hurd or Windsor).
d. Minimum thermal rating of R-4.
ELEMENT F- RnnFiNG
A. ROOFING
1. Asphalt shingles.
Ba ATTIC INSULATION AND VENTILATION (FIouse only)
1. Blown in insulation (Owens-Corning).
SANFORD RE,SIDENCE
PRELIlVIINARY PROJECT DFSCRIPTION
ELEMENT C - INTF,RiOR CONSTR J TION
A. FLOOR FINISHES
1• Bathrooms and Sunroom: Ceramic tile: recycled glass.
2. First floor, Living, Dining, Bedrooms, Kitchen, Closets, Foyer and Stair:
Wood flooring with low VOC sealer. Opdons include:
a. Use salvaged wood from site.
b. New wood (Menominee Tribal Enterprises Maple).
c. Prefinished.
3. Second floor: carpet. No pad.
4. Mud Room: Sheet vinyl.
B. PARTITIONS AND WALLS
1. 2x4 non-load bearing metal studs or fingerjointed wood studs.
2. Painted gypsum wall board with recycled paper fronts (Fiberbound by
Louisiana-Pacific).
3. Paint to be low VOC.
4. Ceramic tile in bathrooms.
5. Provide blocking in walls in bathrooms for grab bars.
C. DOORS, FR.AMES AND HARDWARE
l. Doors: "solidcore". Frames: "composite" wood.
2. Hardware to be lever handled bored lock and latchsets with finish to be selected
by owner.
3. Some doors to receive glass. Per owner's selection.
4. Stains/finishes [Enviroseal or Glidden - Envirocare).
5. All doors to be 36".
6. All doors should have lcick plates.
7. Provide additional door pulls at door hinges.
D. �IM
1• Condnuous base, window frames and picture rail.
a. Menominee Tribal Enterprises - 715-756-2311.
b. Duluth Timber Company - 218-727-2145.
c. Finger jointed wood or composite wood.
SANFORD RESIDENCE
PRELIIVIINARY PROJECT DESCRIPTION
E. CEII,ING FINISHES
1. Painted gypsum wall board.
F. FIREPLACE, MANTLE AND HEARTH
1. Gas fireplace in living room, dining room and kitchen.
2. Mantle from on-site maples.
G. HITCHEN
1. Incorporate pendant lights over cooking space.
2. No upper cabinets.
3. Incorporate pull out storage into lower cabinets.
4. Plumbing under sink should be insulated.
5. Countertops should be at 32" AFF.
6. Counter between kitchen and sunroom to be at 31" AFF.
7. Provide adjustable shelving in Pantry.
8. Provide built - in recycling bins in Pantry.
SANFORD RESIDENCE
PRELIlVIINARY PROJECT DESCRIPTION
F. , , .NT H - (�iTiP1_�_i1+,NT Alvi, TRIVTSHIN S
A. APPLIANCFS
1. Owner will coordinate all aspects of specifying, purchasing azid installin�
appliances. Appliances will be gas and efficient.
B. CASEWORK
1. Cabinetry is to be solid hardwood.
2. Owner will work with supplier to coordinate specifying, purchasing and
installing of casework
3. Countertops to be (solid surfacing) stone or formaldehyde-free MDF with
plastic laminate on all surfaces.
4. Upper cupboards will be limited to a couple, possibly glass shelves.
5. Include lazy susans.
6. Provide built in spice rack.
1. Stair lift from first to second floors.
F.i,F.MENT T - MECHA1vICAL.
A. FIRE PROTECTION
1. No fire protecfion system is to be considered.
B. PLUMBING
1. Plumbing fixtures - subject to review and revision based on owner.
a. Water Closet - Kohler Wellworth Lite, K3421, with K4662 seat, supply
and stop.
b. Lavatories -
1. Oval Dropin - Kohler Rondelle, K2187, with faucet, p-trap,
supplies and stops.
2. Pedestal - Kohler chablis, K2071, with faucet, p-trap, supplies
and stops.
SANFORD RESIDENCE
PRELIl��IINARY PROJECT DFSCRIPTION
3. Wall Mounted - Kohler Kingston, K2005, with faucet, p-trap,
supplies and stops.
c. Kitchen sink - Kohler Efficiency, K5948, with faucet, remote drain,
garbage disposal, SS strainers, p-trap, supplies and stops.
d. Angle Shower - Kohler Profile, K9898, with K9867 receptor, handle kit,
pressure �alanced shower valne with ingetral stops, low consumption
shower head and arm, tiling bead, and k9132 drain (wall tile by others).
e. Tub/Shower (5' onepiece acrylic) - Kohler Sonata, K1561, with K9855
glass doors, K7161AF popup drain, pressure balanceti shower valve with
integral stops, low consumption shower head and arm, and diverter
spout.
f. Tub (6' x 3' acrylic) - Kohler Cocoon, K1217, K7161AF popup drain,
pressure balanced shower valve with integral stops, tiling bead and
diverter spout (tub base by others).
g. Laundry Sink - fiberglass laundry tub suitable for counter mounting with
faucet, drain, p-trap, washing machine rough-in (Guy Gray type for wall
installation).
h. Faucets - Kohler coralais Single Control Group.
2a Provide laundry tub in laundry room.
C. HEATING
1. One of two types of forced air systems will be used.
a. Polaris 94% efficient water/comfort heater with fancoil unit.
b. Lennox Industries hybrid integrated water/comfort heater combination.
D. VENTILATION
1. A Van-EE air-to-air heat exchanger will be used. Installation shall include
exhaust points in the bath, closet, two basement locations, and kitchen.
Tempered fresh air from ventilation system will be supplied to furnace for
distribution. Control of the unit shall be with constant lowspeed operation and
high speed override switch in the master bath.
2. Air filtration shall be pleated media in a side access housing.
3. A furnace mounted April Aire 440/450 humidifier shall be considered.
4. All ductwork except dryer exhaust shall be galvanized steel with sealed joints.
Sealer to be RCD-6.
5. Each room shall have perimeter floor or ceiling supply grills and ducted low
returns.
SANFORD RESIDENCE
PRELIMINARY PROJECT DESCRIPTION
6. All duct boot connections shall be sealed to the substrate.
7. All ventilation outlets shall be balanced with a velometer hood.
E. AIR CONDITIONIlVG
1. A DX condensing unit with an EER of at least 12.
F. TEMPERATURE CONTROIS
l. An electronic setback thermostat shall be installed to control heating and
cooling, Honeywell T7600/8600.
F,i,F,MENT K . TRI .AL. (To followl
A, LIGHTING (Per Ron Hammer)
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= 09 PLUMBING RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �— CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins ction 24 hours in advance.473-73�J7
OwnerlContra or
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME �/
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHOREM/ETLANDS
� 03 INSULATION�` 24/25 WOOD BURNER/FIREPLACE 34 THEE REMOVAL
Q 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
~ 07 DEMO�SITE 27 SEPTIC MAINT. 21 COMPLAINT
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�Q 07 DEM�FINAL 15 SEPTiC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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DATE TIME
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� 01 FOOTINQ 11 MECHANICAL RI 18 EXCAV/GRADINO✓FIWNCi
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W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME ✓ /
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� 07 DEMO—SITE 27 SEPTiC MAINT. 21 COMPLAINT
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Z 09 PLUMBIN(i RI 23 SEP11C FlNAL 35 HARD C�VER REMOVAL
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Call for the next i spection 24 hours in advance.473-7357
OwnerlContr r s e
Inspector.
White Copyllnspector's File Canary CopylSite Notice