HomeMy WebLinkAbout2004-P08081 - new structure CIT�( OF ORONO PERMIT
275u Kelle'y Parkway - PO Box 66 Permit Number: Posogi
Crystal Bay, Minnesota 55323 Permit Type: NeW sm��n►re
(952) 249-4600 Date Issued: lli2i2ooa
SITE ADDRESS: 3407 Eastlake St
I.ong Lake,MN 55356
PID: OS-117-23-13-0035
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Permit Class: Building Census Code 101
Permit Type: New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Yiumoing iviec;nanicai Sewer i,onnecnon irrigaiion vJeii�siaiej�,iecuicai�siaiej
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 1,161.75 Valuation: $ 130,000.00
Plan Review Fee: $ 755.23
State Surcharge Fee: $ 65.50
TOTAL FEE: $ 1,982.48
APPLICANT: Owner/Self OWNER: Rebecca Holzem
MN 3407 Eastlake St
Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
(�E;c:a , �-�--�� ' �-,�.J
APPLICANT PERMITEE S NA RE ISSUED BY SIGNATURE
Copies: 1-File(SiQnitures Required), 1-Apolicant, 1-Monthlv Reports. 1-Assessine, 1-Finance Page 1
� �� �o(Zq�o`�
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Total Fee: $ /��� . � Date Received: �Q-JS"�`�
Entered By: Permit#: A b'$Og/
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please pri�zt all informt�tr�on)
-------------------------------------------------------- -----==--
---- - - - --------------------------------------
THE APPLICANT IS: (circle orie) �OWNER CONTRACTOR
Jos sITE A���ss: 3� ���� �c��� lL�l<w �t-v�e t zir: S��s�
Will this be a Pac•ade of Homes, Remodelers Showcase Home or other Display Home?
❑ Yes�NO If��es, a special eve�it pe�mit is reqarir-ed tivith Police Deparbnent a�id Cih�Coarnci!approvcal
60 dai�s prior to the event. Sl�uttle bars se�vice x�ill be reqi�ii•ed inzless applicant denionstrates
su�cie�at on-site par•king is civc�ilable. Non pern2itted even/s wi/I not be�rllowed.
NAME OF OWNER: �e-4��-�-c-c.� �-�h n �l ze-{„�� PHONE: (hoine) ��a.�D 1 I I�;-0
(work)�I Sa .� 3�-5�-�
MAILING ADDRESS: ��""��Z �G-S�"(��e.Sh�et CITY: (� vc�c;� ZIP: ��S 3 S�
CONTRACTOR: PHONE:
CONTACT PERSON: MOBILE/PAGER:
MAILING ADDRESS: CITY: ZIP:
STATE LICENSE: # EXPIRATION DATE:
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION: #
TYPE OF WORK: New _� Addition Accessory Structure
Move Hoine Remodel/Alteration
PROPOSED WORK(desc�•ibe in detai�: "�����' �c;��=r� - ��l� ���-�:����t l c'�
STORIES: �- ��� SQ.FEET OF EACH FLOOR: ') �'���" � ) �E�4 �) � �4
NO. OF BEDROOMS: � GARAGE STALLS: ATTACHED�_ DETACHED_
00
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 1 1J�% � O Z>b � `
I hereby apply for a buildinb permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: �c- �2��i�-CC't�� �� -6�v� DATE: �"1 0"�-� ��`�`
1'��cC4-SE 4�C��-% �l,��l,'e� �i-, -�, (E: �� � ��t..vi����C E C�l����c�:�S��, `�-u� � ti�S ���_�� �
�z r'���'v-r c'� ��.�
J �
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. L Type of data. The rights of individual on whom lhe dala is stored or fo be stored shall be as set forth in this section.
Subd.2. Infonnation required to be given individual. An individual asked to supply private or confidential data conceming himself shall be
infonned of: (a)the purpose and intended use of[he requested data within the collecting state agency,political subdivision,or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or fedenl law to receive the data. This requirement shall
not apply when an individual is asked to supply investi�ative data,pursuant to section 13.82,subdivision 5,to a law enforcement ofticer.
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 fonns.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be infonned whether he is the subject of
stored data on individuals,and whether it is classitied as public,private or contidenti�l. Upon his further request,an individual who is the subject of
stomd private or public data on individuals shall be shown the data without any charge to him and,iFhe desires,shall be infonned of the content and
meaning of that data. After an individual has been shown the private data and infonned of its meaning,the data need not be disclosed to him for six
mon[hs thereafter unless a dispute or action pursuant ro dlis sec[ion is pending or addi[ional data on die individual has been collected or created. Tlie
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,ceitifying,and compiling the copies.
The responsible authority shall comply i�nmediately,if possible,with any request made pursuant to this subdivision,or within five days of Uie
date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the requcst
within that time,he shali so infonn Ihe individual,and may have an additional tive days within which to comply with the request,excluding Saturdays,
Sundlys and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or piivate dat�i
concerning himselE To exercise this right,an individual shall notify in writing the responsible autho�ity describing the nature of the disae�eemenL The
responsible authority shall within 30 days either. (a)con�ect the data found to be inaccurate or incomplete and attempf to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual tha[he believes the data lo be con�ect. Data in
dispute shall be disdosed only if the individual's statement of disag��eement is included with the disclosed data.
The detennination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its depai-tments may require you to furnish certain private or
confidential inforniation.
You are notified that:
1. The infonnation you furnish will be used to detennine your qualification for the permit or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the pern�it or license.
3. The information may be shared with other local, state or federal agencies to the extent necessaiy to
process the permit or license.
4. If your requested pernlit or license requires Council action to approve, some infonnation may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
��l��c c� L y �-� r� f-���; I z�-,-,
First iddle Last
3�4,-� _j CC�S-�- Lc�l�l�. ��t c��t"
Address
�; ►�c-��v 1�ti� �S3S�. ���a.�C•I � ( f`�C,
City Statc Zip Phone
I understand my rights as stated above.
� - �c� � �w.�� � Q--v,���
Signature
32
' CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONL Y
ADDRESS OR LEGAL: 3�-(C�1 Cq5�CJ4 r�.i: s l`
PID:
DESCRIPTION OF WORK N�W 2E S
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ZONINGREVIEWBY: � DATEAPPROT/ED: �o-z�s-o�{
BUILDING RE[�IEW BY.• DATEAPPROVED: �o -29-0�{
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �/ No
PLANREVIEW Yes �/' No SEWER CONNECTION
STATE SURCHARGE Yes a� No WATER CONNECTION
INVESTIGATION FEE Yes No ,/ PARK FEE
SAC Yes No oc SITE INSPECTION
Ni�fnber of SAC U��its P,��,� 9,i5-53 �s�i 3z OTHER (speci,f�)
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ZONING CHECK LIST Zoning District: L Q-1�
Fif•e Deparbnent.� Post Office: Schoo!Dish•tct:
Lot Are�i: Sq.ft. y, y �$ Aci•es � � Width �/�(' Depth i O Z '
Sauv�v Sa�bmitted: Yes� No Date of Scnvey: �7-ZZ-��{
Pr�oposed Setfiacks:
G{LEE1� ��ke): SD Right Side: �o�
w�t�+ 4 25•`(
Rear(Street): I S � Left Side: ���
Adjacent Str-uctin�es: N��A Wetla�sd: N//4
B�rilding Heiglzt.• Def. Hgt. 3d� Peal�Hgt. 3215
Lot Coverage: .�, ISOo�t�FT
Grading. StaffApprovalDate: �� '2�7 `atif By: .� Cocrncil Appr-oval Date: —'
Septic: StaffApproval Date: /lI/�9 By: —
Zoning File: # (�y-.3o�(/ Resolirtio�z: # Resolcrtion Date: �'Z3^b`�J
Shorelaiicl District: Up�
Avg. Setbuck: �///} Bluff Setback: /�J�} Lot Coverage: �
Existing Proposed
Hurdcover: 0-75' Z�.,�b
75-250' y��
250-500'
500-1000'
Haf-cicover Variance Reqirii-ed: Yes p( No Date of Coen�ci!Appr�ovral: •23 -°
RENIARKS(in house):
33
.
B UILDING RE VIE W CHECK LIST
UBC: /� '3 CONSTRUCTION TYPE: 1lIJ
Sq Footage �Per•Sq Ftg
Bc�sement x =
1 st Floor x =
2nd Floor x =
Garage x =
x =
TOT.AL
00
Estimated Consb�uct[on Value: $ I 3 040d 0
Inspections Required: tif�ork Requirii:g Separate Per»rits:
Site D' Pltrrnbi��g Fire
Hardcover•Removal or Mechanical _�Connection
�_Footing Septic �Sel�ver Coiz�2ectio��
�Franting Fii•eplace �L�nvn Ir•rigation
�Insarlation (Nl�rsoizil�) Other
�_ Wall Board (Mfg.) .� Yi�ell(State Pern�ait)
a< Firial Grndi�ig/Filli�z,; � E/ectr•icnl(State Per•�rtit)
Other
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REMARKS(INHOUSE):
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REVIEW BY OTHERS: DATE:
Access: E.xistiiig New
Access Appr•oval: Dcrte B��:
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REMARKS (TO BE NOTED ON PERMIT):
3�
Iob Site Address: City of orono
.. r'1 A �, M.I: �
�t;X� � ��7 f�,7YQ�O���",
"CATEG�RY 1" ALTERNATE FO� � � ` � ' ;� ���r F�
< < �rh,{`��,�;
��,'°a�.sxo4.�
ONE & TWO FAMILY DWELLINGS 952-249-4600
INSTRUCTIONS: This alternative may be used for one-and two-family dwellings built to meet the Category 1 requirements of AZinnesota
Rules,Chapter 7670. Complete Parts A,B,and C. Clearly mark plans with: insulation R-values; window and skylight U-values;size and type of
e�quipment; equipment controls; and location of vapor retarder and windwash barriers. More detailed information can be found in the RTin�zesota
E��er��Cocfe sununary sheets available fi-om t11e Minnesota Departnlent of Commerce.
Part A. BUILDING ENVELOPE
Check proposed envelope joint sealing option -� � Prescriptive(caulking,gashets,etc.) ❑ perforniance(test per 7670.0470 subp. 7.C.�
Check thern�al energy calculation option used � � "Cookbook" (complete worksheet below) � MnCheck method(attach report)
� Perfonnance (attach U-value calculations) � Systems Analysis method(attach analysis)
MINI1�7Uh'I RE UiREMENTS
��Cookbook�� Worksheet for"Cookbo�"o tion only)
� Ceiling Insulation: Minimum R-38 with 7'/"energy heei; or
INSTRUCTIONS Minimum R-44 with low truss heel; or
Step I. Check item(s)that design meets on rLfrnrmum Requirements list Minimum R-38 with R-5 sheadiin when no attic.
to the right. Must meet all items to use"Cookbook"option. � Entry Doors: Mas.U-value of 0.30 or I'/"solid wood with stonn
Step 2. Indicate proposed wall type on table below. Rim Joist Insulation: Minimum R-19
Step 3. Indicate Window U-value and source. � Floors over unconditioned spaces: Minimum R-24
Step 4. Verify total window(including area of all foundation windows) (� Foundation Insulation: Minimum R-10
And door area is equal or less than allowlble percentage. ❑ Foundation windows: '/2'insulated alass,wood or vinyi frame
TABLE FOR DETERMININC MAXIMUM WINDOW AND DOOR AREA
Maximum Allowab(e Total Window and Door Area as
a Percenta e of Ex sed Wall 12% 14% 16% 18% 20% 22% 24% 26% 28%
Wall T e (Standard Framin ): Maximunt Avera e Window U-value(exce t foundation windows):
❑ 2x4, R-13 insulation, >_ R-7 sheathing 0.55 0.47 0.41 0.36 0.33 0.30 0.27 0.25 0.23
❑ 2x4, R-15 insulation, >_ R-5 sheathing 0.52 0.45 039 0.35 0.31 0.28 0.26 0.24 0.22
❑ 2x6, R-19 insulation,<R-5 sheathin 0.48 0.41 0.36 0.32 0.?9 0.26 0.24 0.22 0.21
2x6, R-19 insulation,>_ R-5 sheathing 0.56 0.48 0.42 0.37 0.34 031 0.28 0.26 0.24
❑ 2x6, R-21 insulation,<R-5 sheathin 0.51 0.43 0.38 0.34 0.30 0.28 0.25 0.23 0.22
❑ 2x6, R-2l insulation,>_ R-5 sheathing 0.58 0.50 0.44 0.39 0.35 0.32 0.29 0.27 0.25
Wall T e (Advanced Framin ): Maximum Avera e Window U-value(exce t foundation windows):
❑ 2x6, R-19 insulation,<R-5 sheathin 0.52 0.45 0.39 0.35 0.31 0.28 0.26 0.24 0.22
❑ 2x6, R-19 insulation,z R-5 sheathing U.58 0.50 0.44 0.39 0.35 0.32 0.29 0.27 0?5
❑ 2x6, R-21 insulation,<R-5 shcadiing 0.55 0.47 0.41 0.36 0.33 0.30 0.27 0.25 0.23
❑ 2s6, R-21 insulation,� R-5 sheathing 0.60 0.52 0.46 0.4] 0.36 0.33 0.30 0.28 0.26
Window U-value: , T.`�. i Source: ❑ NFRC ❑ ASHRAE 1993 Handbook i
_._ .,, .__ . . �__�.. __... . __ �.__.._ _.__, _.,��..__.. _.
100 X _._a��. � . . __ i = .�7 �_�. _ . _ � _ _% ' < . ;1-�_ %
window&door area gross exposed wall area DESIGN ALL ABLE (from table above)
M/NNESOTA ENERGY CODE WH/CH RULES MAY I USE �
TYPE OF RESIDENTIAL BUILDING APPLICABLE RULES
Detached R-3 occupancy i-and 2-family dwellings Chapter 7672; or
Exam les: sin le famil ,twin homes,du lexes Cha ter 7670"Cate o I" with statuto de ressurization and ventilation re uirements
Attached R-3 occupancy dwellings Chapter 7674; or
Exam les: h-i lex townhouses and row houses Cha ter 7670 with either"Cate o 1" or "Cate o 2" rovisions
R-1 occupancy buildings of 3 stories or less Chap[er 7674; or
Exam les: condominiums or a artments Cha ter 7670 with either"Cate orv 1" or "Cate o 2" rovisions
R-1 occupancy buildings over 3 stories high Chapter 7676
Exam les: hiQh rise condos or a arhnents `"'«'°
11
Part B. DEPRESSURIZATION PROTECTION
Check option used: � Fuel burning equipment (complete schedules below) ❑ No fuel burning equipment .
INSTRUCT[ONS EXHAUST/MAKE-UP AIR SCHEDULE*
Step l. Complete the Cor�ibcrstio�z Eqtripnient Schedc�le below. Only equipment Exhaust devices over 300 cfin Flow
with a Y(Yes)may be selected under the"Category 1"alternate. r��.���� r cfrn
Step 2. Complete E.nc�a�st/M«ke-tlp Air Schedule on the right if d'u•ect or power cfrn
vented or solid fuel atmospheric vent space heating equipment is selected. cfin
COMBUSTION EQUIPMENT SCHEDULE
(check all types proposed)
Space heating—nonsolid fuel Sealed combustion Y Hearth — nonsolid fuel ❑ Sealed combustion Y
'Direct oi• ower vented Y* �1 Direct or ower vented Y
Atmos herically vented N Atmos hericall vented N
Water heating—nonsolid fuel ❑ Sealed coinbustion Y Space heating—solid fuel ❑ Atmos hericall vented Y*
C9 Direct or ower vented Y Water heating—solid fuel ❑ Atmosphericall vented Y
Atmospherically vented N Hearth—solid fuel ❑ Atmos hericall vented Y
* If atmospherically vented solid fuel or direct or power vented nonsolid fuel space heating is installed,then make-up air to match flow is require
for each individual exhaust device�vhich exceeds 300 cubic feet per minute.
Part C 1. VENTILATION
VENTII,ATION QUANTITY
(Mechanical ventilation must be provided per the larger quantity calculated below)
7 � �?�---'. cubic feet x 0.00583/minute = ( � ' cfm ( � x 15 cfm/bedroom)+15 cfm= `'l j� cfm
. _ __. _
volume of habitable rooms number of bedrooms
VENTILATION FAN SCHEDULE
____� _ . . .__ _ _.. . _.__.... _ _._ �.._.
Check method(s)proposed -� ❑ Exhaust only E�. Balanced (heat recovery ventilator, air exchanger,etc.)
_ _ _
Fan descri tion or location � TOTALS
VENTILATION Intake cfm cfm cfm cfm cfrn
AS DESIGNED Exhaust cfin cfm cfin cfin cfm
Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans,specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the
Minnesota Energy Code.
�t�J�'.C�� L, N�L C l /�- \ 1���CtL:i.��� ��'' �ct�'L E� t�� otc�" �'i�+ � � (`rt'U
Applicant(print name) Signature Date Telephone number
Part C2. VENTILATION (Submit Part Cz upon completion of system veri�cationj-)
�- ---------
Job Site Address: Permit Number
Fan descri tion or location TOTALS
MEASURED Intake cfm cfm cfin cfin cfm
PERFORMANCE� Exhaust cfin cfin cfin cfin cfrn
j' Ventilation rate must be measured and verified when the perfomiance option is used in lieu of the prescriptive option for the sealing of
joints in the building conditioned envelope(from Part A).
Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow.
Applicant(print name) Signature Date Telephone number
i�
- City of Orono Job Site Address:
_ ����:� ���°�'�R ��,�� ENERGY CODE WORKSHEET FOR ON�
r:,�`� . F:jyr�n o�W�:���- �
� & TWO FAMILY DWELLINGS
952-249-4600
INSTRUCT�o�s: Complete Parts I, II and III. Clearly mark plans �vith: insulation R-values; window and skylight U-values; size and
type of equipment; equipment controls; and location of interior air barrier, vapor retarder and windwash barriers. More detailed
information can be found in the Nlinizesota E�zergy Code Sirnrniarl�Sheets available fi�om the Minnesota Departinent of Public Service.
Part I. BUILDING ENVELOPE
Check option used: ❑ "Cookbook"Method(complete worksheet below) ❑ MnCheck method(attach report)
❑ Building Component method (attach calculations) ❑ Systems Analysis method(attach analysis)
« » MINIMTJl�i REQUIREMENTS
Cookbook Worksheet (for«Cookbook�� o t�on
f� Heating system efficiency: Miniinum 90%AFUE
INSTRUCTIONS Ent Doors: 1'/"solid wood or maximum U-value of 0.40
Step 1. Gheck item(s)that design meets on Mi�iim��rm Re��arireme�its ❑ Skylights: None eiYnitted
List to the right. Must meet all items to use Cookbook � Ceiling Insulation: Minimum R-38
option.
Step 2. Indicate proposed wall rype on table below. f� Rim Joist Insulation: Minimum R-10
Step 3. Indicate Window U-value and source. C11 Floors over unconditioned spaces: Minimum R-30
Step 4. Verify total window(including area of all foundation win- ❑ Foundation windows: '/z"insulated glass in wood or vinyl
dows)&door area is equal or less than allowable percentage frame or maximum U-value of 0.51
TABLE FOR DETERMINING MA�IMUNI WINDOW AND DOOR AREA
Maximum Allowable Total Window and Door 28%
Area as a Percentage of Exposed Wall =� 10% 12% 14% 16% 18°/a 20% 22% 24% 26°/a
Wall Type (R-5 up to R-10 Foundation Insul.): Maacimum Average Window U-value(except foundation windows -< 5.6 sf):
❑ 2x4, R-13 insulation,<R-5 sheathin 0.37 036 0.30 0.26 0.23 0.20 0.18 0.16 0.15 0.14
❑ 2x4,R-13 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 0.35 0.31 0.28 0.2� 0.23 0.22
❑ 2x4, R-13 insulation, >_R-7 sheathing 037 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.26 024
❑ 2x6,R-19 insulation,<R-5 sheathin 0.37 037 0.37 0.37 0.34 0.31 0.28 0.25 0.23 0.21
❑ 2x6,R-19 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.33 0.30 0.28 0.26
❑ 2x6,R-21 insulation,<R-5 sheathing 0.37 0.37 0.37 0.37 0.37 033 0.30 0.27 0.25 0.23
❑ 2x6,R-21 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.27
Wall Type(with R-10 Foundation Insulation): Maximum Average Window U-value(except foundation windows _< 5.6 s�:
0 2x4,R-13 insulation, <R-5 sheathin 0.37 0.37 0.33 0.28 0.25 0.22 0.20 0.18 0.17 0.15
❑ 2x4,R-13 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.33 0.30 0.27 0.25 0.23
❑ 2x4,R-13 insulation, >-R-7 sheathing 037 0.37 0.37 0.37 0.37 0.36 033 0.30 0.27 0.25
❑ 2x6,R-19 insulation, <R-5 sheathing 0.37 037 037 037 0.37 0.32 0.29 0.27 0.24 0.23
❑ 2x6,R-19 insulation, >_R-5 sheathing 0.37 037 0.37 0.37 0.37 037 0.35 0.32 0.29 0.27
❑ 2x6,R-21 insulation,<R-5 sheathin 0.37 0.37 037 0.37 0.37 0.35 0.31 0.29 0.26 024
❑ 2x6,R-21 insulation, >_R-5 shea[hing 0.37 0.37 0.37 037 0.37 0.37 0.36 0.33 0.30 0.28
Wall Type(with R>_19 Foundation Insulation): Maximum Average Window U-value(except foundation windows_< 5.6 s fl:
❑ 2x4,R-13 insulation,<R-5 sheathin 0.37 0.37 0.34 0.29 0.26 0.23 0.21 0.19 0.17 0.16
❑ 2x4,R-13 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 037 0.34 0.31 0.28 0.26 0.24
❑ 2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 024
❑ 2x6, R-19 insulation, <R-5 sheathin 0.37 0.37 0.37 0.37 0.37 0.34 0.30 0.28 0.25 0.23
❑ 2x6,R-19 insulation, >_R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.36 0.33 0.30 0.28
❑ 2x6,R-21 insulation,<R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.36 0.32 0.29 027 0.25
❑ 2x6,R-21 uisulation, >_R-5 sheathing 037 0.37 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.29
_ __ __ . __._ _ __ _
Window U-value: ` Source: ❑ NFRC ❑ Code Default Table (see Part 7670.0700) ;
_.__.. . _. __ _. .__...... ___.
_�._._..� . __._._ _ _...___ ., ____ _._. . _..___. __,._._ ,�.., .. ._ ___ ____.�__ ._ _ ______. ._._---..
100x , - % , < ' % ;
_ . _ _ _._. . __ _..
2-15-2000 window&door area gross exposed wall area DESIGN ALLOWABLE (from table above)
13
s
Part II. DEPRESSURIZATION PROTECTION - � �
Check option used: ❑ Aggregate(complete aggregate worksheet on next page) ❑ Prescriptive(complete worksheet below)
❑ Performance(submit test report prior to final inspection) ❑ No fuel burning equipment
PRESCRIPTIVE PATH WORKSHEET
INSTRUCTIONS COMBUSTION EQUIPMENT SCHEDULE Pennitted E ui ment
(check all es ro osed) Path 0 Path 1 Path 2 Path 3
Step 1. Complete the Combustion Space heating ❑ Sealed combustion Y Y Y Y
Equipment ScJ�edule on the right. ❑ Direct or ower vented N Y Y Y
Step 2. Choose a Make-up Air Path with a ❑ Atmos hericall vented N N Y* Y
Y(Yes)for all selected equipment. Water heating ❑ Sealed combustion Y Y Y Y
Step 3. Complete the table below for the ❑ Direct or ower vented N Y Y Y
Make-trp Air�Path chosen,indicating ❑ Atmos hericall vented N N N Y
flows in cfm for exhaust and make- Hearth —gas ❑ Sealed combustion Y Y Y Y
Up air methods proposed. Only the ❑ Direct or ower vented N Y Y Y
capacity of largest exhaust appliance ❑ Atmos hericall vented N N Y* N
in each category need be considered. Hearth— solid ❑ Closed controlled N Y Y* N
Step 4. Fill out the Passive Make-up Air fuel ❑ Decorative N N Y* N
Opening Schedule on the next page. *Only one atmospherically vented appliance may be installed in Prescriptive Path 2
❑ Path 0 — Preseriptive Make-up Air Method Exhaust Passive Passive Powered Make-u�
Infiltration O enin
Clothes dryer: Passive infiltration for up to 175 cfins
Passive o enin s for cfms over 175
Kitchen exhaust: Passive infiltration for up to 250 cfin
Passive openings for cfins over 250
Powered to match flow for cfins over 500
Other exhaust:t Passive openings for up to 140 cfin
Powered to match flow for cfms over 140 N/A
j'Need not include central vacuum exhaust in Path 0. TOTALS
❑ Path 1 — Preseriptive Make-up Air Method Exhaust Passive Passive Powered Make-u�
Infiltration O euin $
Clothes dryer:$ Passive infiltration for up to 175 cfin
Passive o enin s for cfins over 175
Kitchen exhaust: Passive openings for up to 250 cfin
Powered to match flow for cfrns over 250 N/A
Other exhaust:$ Passive openings for up to 140 cfin
Powered to match flow for cfms over 140 N/A
TOTALS
* If closed controlled combustion solid-fuel buming appliance is installed in Path I,then the clothes dryer and any central vacuum that
exhausts to outside must be provided with make-up air by passive opening to match flow.Otherwise need not include central vacuum.
❑ Path 2 — Prescriptive Make-up Air Method Exhaust Passive Passive Powered Make-u�
Infiltration O enin
Clothes dryer: Passive openings for up to 175 cfin
Powered to match flow for cfins over 175 N/A
Kitchen exhaust: Powered to match flow N/A N/A
Other exhaust: Powered to match flow N/A N/A
TOTALS N/A
❑ Path 3 — Preseriptive Make-up Air Method Exhaust Passive Passive Powered Make-u�
Infiltration O enin
Clothes dryer: Powered to match flow N/A N/A
Kitchen exhaust: Powered to match flow N/A N/A
Other exhaust: Powered to match flow N/A N/A
TOTALS N/A N/A
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 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 COVE EMOVAL
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
�"7�./� D�jTE TIME "
CITY OF ORONO caLLED IN �a"/
INSPECTION N TICE SCHEDULED ^/ -D 'D!�
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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
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContractor o
Inspector.
White Copyllnspector's File Canary CopylSite Notice
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DATE TIME
CITY OF ORONO CALLED IN � G�'
INSPECTION NOTICE SCHEDULED �� �
PERMIT NO. COMPLETED
ADDRESS �J ,�� �U--f�t IO�-�-Q- �� •
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Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR WlLL RETURN
❑ CITATION ISSUED
�STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe n t inspection 24 hours in advance. (952� 249-46��
OwnerlCon ac r 'te:
Inspector. �
White Copyllnspector's Fil Canary CopylSite Notice
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ATE! C� TIME
CITY OF ORONO CALLED IN ! ���v"
INSPECTION NO ICE SCHEDULED �� �l.0 b��
PERMIT N0. �' � COMPLETED
ADDRESS y � � C �—� f�
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� DESCRIPTION �-'/1�1.L !Q`��7C��
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPT C FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
'7 CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
Ci INSPECTION REQUtRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-46�0
OwnerlContr 'te:
Inspector.
White Copyllnspector's Fi Canary CopylSite Notice
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N I �y. SCHEDULED -3'�/- � �
PERMIT NO. �a � COMPLETED �� ��
ADDRESS 3�D 7 CLd�
OWNER C�`�b-Fl�'Ci �CONTR.
TELEPHONE NO.
� DESCRIPTION w�� ���
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Q 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the ext inspection 24 hours in advance. (952� 249-46�0
Owner/Contra or si -
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TIC SCHEDULED .
PERMIT NO. D��C�� co PL TED �vS U�
ADDRESS � � � '�
OWNER �'�V �'��"� CONTR.
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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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Call for the next inspection 24 hours in advance. �952� 249-46QQ
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White Copyll�spector's File Canary CopylSite Notice
� � DATE TIME "
CITY OF ORONO CALLED IN /V"������
INSPECTION NOTIC�j SCHEDULED �� r ���
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� 04 WA BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINA� 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.
Cail for the n xt inspection 24 hours in advance. (J52� 249-4600
OwnedCont� or nn ite:
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3��7 Ea.sz�/a.�.e� �-�
CERTIFICATE OF SURVEY FOR
REBE
CCA HaLZEM
IN LOT 1 , BLOCK 8, BAYSIDE ADDITION TO LAKE MINNETONKA
HENNEPIN COUNTY, MINNESOTA
EAST LAKE STREET
O (933.2) (933.4) (933.7) O
r7 r7
0.25 EAST E 44.00
PROPOSED � ����
I DRIVEWAY :
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W' LY LINE I ••-•--..._ .�. .44.0.� ...-••�--•-•----
•o
OF LOT 1 � PROP. ;ui
WALK •�
.... ........... ...•-5 ._..._... ---b� -:--•------
o , ----;o-o-- 98 o J _ �..____�. o , CITY OF ORQN4
,o.o
o ( ° — `° 60 75�9338� o _..�, SITE PLAN � GRADING PLAN
WELL�F SETBACK (V "t �zp��,rC ����
N I LINE � A•C'�f'iV Y CD�' N�W 1K.-�
p ( (934.9) PROPOSED � � �;:�p�rOv��� �ryTH ��'JIS10�15
� � HOUSE o � ❑ D��A�F 0�'E
( (933.8) #340, � �Y C
I � F�OORT � DAT� �O 'Z�1"0�
�` I � = 934.0 �
�l � ( -- 100 W
0. 24.0
_ I 933.5 933.5; �
c9 .e� I O
OI( ;�1 T �933.7),': ,I/ O �1
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929.4 _ (932.6)
9•
CONTOUR•. T �-'.�3�:5--_�3-2--__�- N=
UNE �•-1 — `�— — 9� — o
;� _—/ 39�1 _ �
-R �K�/ � � _ - ----
/ WEST 44.00
PROPOSED ELEVATIONS
(PER ARCHITECT)
GARAGE=933.5
LEGAL DESCRIPTION OF PREMISES : LOWEST FLOOR=934.0
The East 44.00 feet of the West 50.00 feet of Lot 1 ,
Block 8, Bayside Addition to Lake Minnetonka
o : denotes iron marker
(908.3) : denotes existing spot elevation, mean sea (evel datum
s33.s : Denotes proposed spot elevation, mean sea level datum
- - 917— — : denotes existing contour line, mean sea level datum
� . Denotes proposed contour line, mean sea level datum
Bearings shown are based upon an assumed datum.
� : Denotes proposed drainage direction
� This survey intends to show the boundaries of the above described property,
and the proposed location of a proposed house thereon. It does not purport
to show any other improvements or encroachments.
04140Arevisedtry2scj �� / �Q`��r—""� ��
I hereby certify that this survey was prepared by me or under my direct SCALE
GRONBERG 8o ASSOCIATES, INC. supervision, and that I am a duly registered Civil Engineer and Land
1"=20'
CONSULTING ENGINEERS,LAND SURVEYORS, Surveyor under the laws of the State of Minnesota. DA E �-22—oa
SITE PLANNERS 8/i t/04 REv
8/13/04 REV
10/28/04 REV
"�j�'��y���-�--°'-z� JOB N0.
445 N.WILLOW DRIVE LONG LAKE, MN. 553 /�� 04-140A
PR REVISE HOUSE P SITI N 952-473-4141 ark S. Gronberg Minnesota Li ense Number 12755
04-140A
BUILDING CODES
A. LATEST EDITION OF MINNESOTA STATE BUILDING CODE AND IBC.
B. MEET REQUIREMENTS OF ALL PREVAILING CODES.
DESIGN LIVE LOADS
GROUND SNOW LOAD: 50 PSF
ROOF SNOW LOAD: 35 PSF
FLOOR (RESIDENTIAL): 40 PSF
WIND: 90 MPH, EXPOSURE C
SEISMIC: DESIGN CATEGORY "A"
OTHERS: PER BUILDING CODE
PILING AND FOUNDATIONS
DESIGN CODE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318)
A.
MINIMUM FROST COVER FROM GRADE TO BOTTOM OF FOOTING IS 42 INCHES
UNLESS
3
NOTED OTHERWISE (60" IN UNHEATED AREAS).
SLUMP, 1 1/2" MAX. AGR.
B.
DESIGN NET BEARING CAPACITY FOR HELICAL ANCHORS AS SHOWN ON PLAN.
SLUMP, 3/4" MAX. AGR.
1 1/2
CONTRACTOR SHALL INSTALL ANCHORS PER MANUFACTURER SPECIFICATIONS
SLUMP, 3/4" MAX. AGR.
SLABS, WALLS, JOISTS
TO ACHIEVE REQUIRED CAPACITY.
SLUMP, 3/4" MAX. AGR.
C.
FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM STANDARD PROCTOR
VALUES
ADJ
(ASTM D698) [IN ACCORDANCE WITH THE GEOTECHNICAL REPORT]:
5 TO 7% (+/— 1%) BY VOLUME.
C.
FROST FOUNDATION BACKFILL: 95%
AMERICAN INSTITUTE OF
D.
UNLESS OTHERWISE INDICATED ON DRAWINGS OR BY THE SOILS ENGINEER, IN
AREAS
ALTERNATE
WHERE OVEREXCAVATION IS REQUIRED, THE EXCAVATION SHALL BE OVERSIZED
A
SEE "CONCRETE PROTECTION FOR REINFORCEMENT"
DISTANCE OF ONE FOOT BEYOND THE FOOTING EDGES FOR EACH FOOT OF EXTRA DEPTH.
E.
ALL PILES SHALL BE CENTERED ON GRID LINES AND PILE CAPS AND GRADE
BEAMS SHALL
ARCHITECT/URAL
BE CENTERED ON PILES UNLESS NOTED OTHERWISE.
AMERICAN SOCIETY FOR
HELICAL ANCHORS
A. INSTALLATION OF HELICAL ANCHORS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS
OF THE IBC OR MANUFACTURER, WHICHEVER IS MORE STRINGENT.
CAST—IN—PLACE CONCRETE
A.
DESIGN CODE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318)
B.
CONCRETE (f'c IS 28 DAY COMPRESSIVE STRENGTH
OF CONCRETE):
3
FOOTINGS: f'c=3000 PSI, 4"
SLUMP, 1 1/2" MAX. AGR.
6 BAR AND LARGER
INTERIOR SLABS ON GRADE: f°c=4000 PSI, 4'
SLUMP, 3/4" MAX. AGR.
1 1/2
WALLS, GRADE BEAMS: f'c=4000 PSI, 4"
SLUMP, 3/4" MAX. AGR.
SLABS, WALLS, JOISTS
ALL EXTERIOR CONCRETE: f'c=4500 PSI, 4"
SLUMP, 3/4" MAX. AGR.
1 1/2
CORE AND BOND BEAM FILL: f'c=3000 PSI, 6"
SLUMP, 3/8" MAX. AGR.
ADJ
ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED
5 TO 7% (+/— 1%) BY VOLUME.
C.
REINFORCING STEEL: (NEW, DEFORMED AND CLEAN)
AMERICAN INSTITUTE OF
C
ASTM A185 FOR WELDED WIRE FABRIC.
ALT
ALTERNATE
ASTM A615 GRADE 60, GRADE 40 FOR STIRRUPS AND TIES.
D.
SEE "CONCRETE PROTECTION FOR REINFORCEMENT"
SCHEDULE FOR MINIMUM COVER.
E.
REINFORCING SPLICES SHALL BE THE GREATER OF
40 BAR DIAMETERS OR 24" U.N.O.
F. LOCATIONS AND SIZES OF ALL PENETRATIONS, HOLES, SLEEVES, ETC. SHALL BE
COORDINATED WITH ALL TRADES,
G. FURNISH AND INSTALL ALL CHAIRS, TIES, AND OTHER ACCESSORIES IN ACCORDANCE
WITH THE CONCRETE REINFORCING -STEEL INSTITUTE—(CRSI)- "MANUAL OF STD. PRACTICE""��
H. CONSOLIDATE ALL CONCRETE BY VIBRATING OR PUDDLING.
I. ALL CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
J. CONCRETE CYLINDERS SHALL BE FIELD CURED FOR NOT LESS THAN 18 HOURS AND
NOT MORE THAN 3 DAYS.
K. ALL CONCRETE AND MASONRY CONSTRUCTION DURING HOT OR COLD WEATHER SHALL
COMPLY WITH ACI 3058 "HOT WEATHER CONCRETING" OR ACI 306R "COLD WEATHER
CONCRETING" RESPECTIVELY.
L. CONTROL JOINTS SHALL BE ZIPSTRIP OR SAWCUT (1/4 SLAB THICKNESS) AND CAULKED.
CONTROL JOINT SPACING SHALL NOT EXCEED 36 MULTIPLIED BY THE SLAB THICKNESS,
AND SHOULD NOT EXCEED 18' UNLESS APPROVED BY THE ENGINEER. REINFORCING
STEEL SHALL BE CONTINUOUS THROUGH CONTROL JOINTS.
M. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED PER THE CONSTRUCTION JOINT DETAIL.
CONSTRUCTION JOINTS SHALL BE INSTALLED IN CONTINUOUS LANES OR CHECKERBOARD
PATTERN WITH SPACING NOT EXCEEDING 45 FEET, UNLESS OTHERWISE APPROVED.
STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
INCLUDING ANY AND ALL SHORING, SCAFFOLD, BRACING, TEMPORARY CONSTRUCTION, ETC.
NECESSARY TO PERFORM REQUIRED CONSTRUCTION.
2. THE CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS FROM ALL DISCIPLINES
AND COMPARE DIMENSIONS, PENETRATIONS, ETC.. ANY CONFLICTS OR CONTRADICTIONS
FOUND BETWEEN ANY OF THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE
ARCHITECT OR ENGINEER IMMEDIATELY,
3. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE OR LOCAL LAWS
REGARDING SAFETY AND WORKING ENVIRONMENT ON THE JOB SITE. THE CONTRACTOR
SHALL CONFORM TO ALL OSHA REGULATIONS.
4. ALL SHOP DRAWINGS REQUIRED BY 'THESE SPECIFICATIONS SHALL BE REVIEWED AND
STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT AND ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION REQUIRED ON THE SHOP
DRAWINGS. CONTRACTOR SHALL BE TIMELY ON HIS REVIEW OF SHOP DRAWINGS TO
ENSURE ADEQUATE REVIEW TIME BY THE DESIGN PROFESSIONALS.
5. SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE SPECIAL STRUCTURAL
TESTING AND INSPECTION SCHEDULE SHALL BE COORDINATED BY THE CONTRACTOR.
SPECIAL INSPECTIONS WILL BE PAID BY THE OWNER AND TESTING SHALL BE PAID BY
THE CONTRACTOR UNLESS NOTED OTHERWISE. CONTRACTOR SHALL GIVE SUFFICIENT
NOTICE TO THE TESTER OR INSPECTOR. REPORTS SHALL BE PREPARED FOR ALL
SPECIAL INSPECTIONS AND TESTS AND SHALL BE SUBMITTED TO THE ENGINEER.
SPECIAL INSPECTIONS DO NOT RELIVE THE CONTRACTOR OF ANY RESPONSIBILITIES
REGARDING COMPLIANCE WITH THE CONTRACT DOCUMENTS.
6. IF ANY WORK IS COVERED UP PRIOR TO CONSENT OR APPROVAL BY THE APPROPRIATE
AGENCY OR ENGINEER, IT SHALL BE UNCOVERED FOR EXAMINATION AT THE EXPENSE
OF THE CONTRACTOR. ANY ADDITIONAL TESTING REQUIRED AS A RESULT OF THE
CONTRACTOR'S FAILURE TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS SHALL BE BORNE BY THE RESPONSIBLE CONTRACTOR.
CONCRETE PROTECTION FOR REINFORCEMENT
_ J
NOTES:
1. CONCRETE COVER REQUIREMENTS NOT LISTED HEREIN SHALL BE IN ACCORDANCE WITH ACI 318.
SPECIFICATION
SECTION, ARTICLE
MINIMUM CLEAR COVER
DESCRIPTION
REQUIRED (INCHES)
SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
3
SURFACES EXPOSED TO EARTH OR WEATHER
SOIL COMPACTION TESTING
6 BAR AND LARGER
2
5 BAR AND SMALLER (INCLI',.IDING MESH)
1 1/2
SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
TESTING AGENCY
SLABS, WALLS, JOISTS
3/4
BEAMS, COLUMNS
1 1/2
NOTES:
1. CONCRETE COVER REQUIREMENTS NOT LISTED HEREIN SHALL BE IN ACCORDANCE WITH ACI 318.
SPECIFICATION
SECTION, ARTICLE
DESCRIPTION
TYPE OF
INSPECTOR
REPORT
FREQUENCY
ASSIGNED
FIRM
STRUCTURAL TESTING
IBC 1704.7
SOIL COMPACTION TESTING
TESTING AGENCY
PER SOIL REPORT
AS APPROVED BY S.E.R.
IBC 1704.4
CONC. SLUMP, AIR, TEMP., CYLINDERS
(3) CYL.: 7 DAY, 28 DAY, 1 EXTRA
TESTING AGENCY
EVERY 50 CY PLACED
ONCE DAILY MINIMUM
AS APPROVED BY S.E.R.
ADDM
ADDENDUM
ADD'L
ADDITIONAL
ADJ
NOTES:
1. S.E.R. = STRUCTURAL ENGINEER OF RECORD.
2. FOUNDATION DESIGN IS BASED ON CONCRETE STRENGTH OF 2500 PSI AND
THEREFORE DOES NOT REQUIRE SPECIAL INSPECTION BY IBC 1704.4.2.3.
&
AND
®
AT (CL TO CL SPACING)
CL, CL
CENTERLINE
0
ROUND OR DIAMETER
#
POUND OR NUMBER
A
BEAM
AB
ANCHOR BOLT
ACI
AMERICAN CONCRETE INSTITUTE
ADDM
ADDENDUM
ADD'L
ADDITIONAL
ADJ
ADJUST/ABLE
AFF
ABOVE FINISH FLOOR
AISC
AMERICAN INSTITUTE OF
C
STEEL CONSTRUCTION
ALT
ALTERNATE
ALUM
ALUMINUM
ANCH
ANCHOR
APPROX
APPROXIMATE
ARCH
ARCHITECT/URAL
ASTM
AMERICAN SOCIETY FOR
CONC
TESTING AND MATERIALS
BB, B BM
BOND BEAM
BRDG
BRIDGING
BLDG
BUILDING
BLK
BLOCK
BLKG
BLOCKING
BM
BEAM
BT
BENT
BOT
BOTTOM
BRG
BEARING
BSMT
BASEMENT
BTWN
BETWEEN
B R, B PL
BASE PLATE
C
MECHANICAL OPENING
C
CHANNEL
CANT
CANTILEVER
CIP
CAST IN PLACE
CJ
CONTROL JOINT
CLR
CLEAR
COL
COLUMN
COMP
COMPOSITE
CONC
CONCRETE
CONN
CONNECT/ED/ION
CONST
CONSTRUCT/ION
CONT
CONTI NU E/OUS/ATION
CONTR
CONTRACT/OR
CMU
CONCRETE MASONRY UNITS
COORD
COORDINATE
CTR
CENTER
CU FT
CUBIC FEET
CY
CUBIC YARD
D
ROOF TOP UNIT
DBL
DOUBLE
DBL TEE, DT
DOUBLE TEE
DEAD LD, DL
DEAD LOAD
DEFL
DEFLECTION
DEPR
DEPRESS/ION
DEPT
DEPARTMENT
DIA, 0
DIAMETER
D IAG
DIAGONAL
DIM
DIMENSION
DO
DITTO
DP
DEPTH OR DEEP
DTL/DET
DETAIL
DWG
DRAWING
DWLS
DOWELS
E
SQUARE YARD
EA
EACH
EF
EACH FACE
EL
ELEVATION
ELEC
ELECTRICAL
ELEV
ELEVATOR
EMBED
EMBED/MENT/DED
ENGR
ENGINEER
EQ, =
EQUAL
EQUIP
EQUIPMENT
ERECT
ERECTION
EW
EACH WAY
EWEF
EACH WAY, EACH FACE
EXIST
EXISTING
EXP
EXPANSION
EXP JT, EJ
EXPANSION JOINT
EXT
EXTERIOR
F
TOP GIRDER ELEVATION
FAB
FABRICATE
FD
FLOOR DRAIN
FDN
FOUNDATION
FIN
FINISH
FLR
FLOOR
FLEX
FLEXIBLE
FLG
FLANGE
FP
FIREPROOFING
FRMG
FRAMING
FS
FLAT SLAB
FTG
FOOTING
FIFE
FINISH FLOOR ELEVATION
FT,
FOOT
FV
FIELD VERIFY
G
GA
GAUGE
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
GLULAM, GL
GLUE LAMINATED WOOD
GND
GROUND
GR
GRADE
GR BM
GRADE BEAM
H
HC
HOLLOW CORE
HD
HEADED
HK
HOOK
HORZ
HORIZONTAL
HS
HIGH STRENGTH
HSA
HEADED STUD ANCHOR
HSS
HOLLOW STRUCTURAL SECTIONS
(PREVIOUSLY PIPE AND TUBE STEEL)
HVAC
I
HEATING VENTILATION & AIR CONDITIONING
IBC
INTERNATIONAL BUILDING CODE
ID
INSIDE DIAMETER
IF
INSIDE FACE
IN, "
INCH/ES
INFO
INFORMATION
INSUL
INSULATION
INT
INTERIOR
IT
INVERTED TEE BEAM
J
JST
JOIST
JT, JNT
JOINT
r
K KIPS 00f POUNDS)
KLF KIPS PER LINEAR OO
VS1 KIPS PER SQUARE INCH
Il
L
ANGLE
LAT
LATERAL
LB, #
POUNDS
LD
LOAD
LF
LINEAL FOOT
LIVE LD, LL
LIVE LOAD
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LOC
LOCATION OR LOCATE
LONG
LONGITUDINAL
LT WT
LIGHT WEIGHT
LVL
LAMINATED VENEER LUMBER
M
MECHANICAL OPENING
MAN
MANUAL
MAX
MAXIMUM
MAT'L
MATERIAL
MC
MISCELLANEOUS CHANNEL
MECH
MECHANICAL
MEMB
MEMBRANE
MTL
METAL
MEZZ
MEZZANINE
MFR
MANUFACTURER
MIN
MINIMUM
MISC
MISCELLANEOUS
MO
MASONRY OPENING
MO
MECHANICAL OPENING
N
PARALLEL STRAND LUMBER
NA
NOT APPLICABLE
NIC
NOT IN CONTRACT
NO
NUMBER
NOM
NOMINAL
NTS
NOT TO SCALE
0
RADIUS
OC
ON CENTER
OD
OUTSIDE DIAMETER
OF
OUTSIDE FACE
OH
OVERHEAD
OPNG
OPENING
OPP
OPPOSITE
P
RETAINING
PART
PARTITION
PC
PRECAST CONCRETE
PCI
PRECAST CONCRETE INSTITUTE
PCP
PRECAST CONCRETE PLANK
PED
PEDESTAL
PL, It
PLATE
PLBG
PLUMBING
PLF
POUNDS PER LINEAR FOOT
PRELIM
PRELIMINARY
PREP
PREPARATION
PROD
PROJECTION
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PSL
PARALLEL STRAND LUMBER
PT
POST TENSION/ED
PVC
POLYVINYL CHLORIDE
Q
Q
QUAN, QTY
QUANTITY
R
.
R
RADIUS
RD
ROOF DRAIN
REC
RECESSED, RECOMMEND/ED
RECT
RECTANG/AL/ULAR
REF
REFERENCE
REINF
REINFORCE/ED/ING
REQ'D
REQUIRED
RET
RETAINING
REV
REVISION
RO
ROUGH OPENING
RS
ROUGH SLAB
RTU
ROOF TOP UNIT
S
SCHED
SCHEDULE
SEC, SECT
SECTION
SER
STRUCTURAL ENGINEER OF RECORD
SHT
SHEET
SIM
SIMILAR
SJI
STEEL JOIST INSTITUTE
SLL
SUPER IMPOSED LIVE LOAD
SNOW LD, SL
SNOW LOAD
SOG
SLAB ON GRADE
SPA
SPACES
SPEC
SPECIFICATIONS
SQ
SQUARE
SQ FT, SF
SQUARE FOOT
SQ YARD
SQUARE YARD
S STL
STAINLESS STEEL
STD
STANDARD
STIFF
STIFFENER
STIR
STIRRUPS
STL
STEEL
STIR, STRT
STRAIGHT
STRUCT
STRUCTURAL
SYM
SYMMETRICAL
T
T&B
TOP AND BOTTOM
T&G
TONGUE AND GROOVE
T&S
TEMPERATURE AND SHRINKAGE
TBE
TOP BEAM ELEVATION
TIDE
TOP STEEL DECK ELEVATION
TEMP
TEMPERATURE
TFE
TOP FOOTING ELEVATION
TGE
TOP GIRDER ELEVATION
THRU
THROUGH
TPE
TOP PIER
TRANS
TRANSVERSE
TS
TUBE STEEL
TSE
TOP OF SLAB ELEVATION
TYP
TYPICAL
U
UBC
UNIFORM BUILDING CODE
UNFIN
UNFINISHED
UNO
UNLESS NOTED OTHERWISE
V
VERT
VERTICAL
VOL
VOLUME
VII
LLJ
W
WIDE FLANGE
W/
WITH
W/0
WITH OUT
W
WOOD
WIND LOAD, WL
WIND LOAD
WP
WATERPROOF
W PT, WP
WORK POINT
WT
T SECTION (1/2 WIDE FLANGE)
WT, WGT
WEIGHT
DUFFY ENGINEERING
AND ASSOCIATES, INC.
8 -CM AMWEYM
-
AE C84MM -
350 Highway 10 South
Saint Cloud, MN 56304
Phone:(320) 259-6575
Fax: (320) 259-6991
Email: mail@duffyeng.com
01 —IN
I hereby certify that this plan,
specification or report was
prepared by me or under my
directsup rvision and that I
am a d ocensed ENG EER
Y
under /he laws of �he to of
Ryan. Garden, PE.
11-30-04 25,392
Date License No.
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Project No.: 04632
Date: 11-30-04
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HELICAL
10 TON
N
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S2
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FINISH FLOOR EL=100'-0w WITH 2-#5 CONT N, I 7- O w
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1
t
10 /
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FOUNDATION PLAN
1/4"= 1'-0
w N
,.. _ PLAN
HELICAL ANCHORS
0 10 KIP CAPACITY
40 20 KIP CAPACITY
1. REFER TO ARCHITECTURAL PLANS FOR CMU WALL LOCATIONS,FLOOR
SLOPES,DRAINS AND ADDITIONAL DIMENSIONS AND SECTIONS.
2. SEE SHEET S1 FOR GENEFAL STRUCTURAL NOTES
3. ALL PILES SHALL BE - • ON GRIDSAND GRADE
BEAMS SHALL BE CENTERED• • OTHERWISE.
BOTTOM4. - i REINFORCMENT SHALL BE SPLICEDOVER
PILE CAPS AND TOP GRADE BEAM REINFORCMENT SHALL BE
SPLICED AT THE MIDSPAN
5. FOR CORNER AND INTERSECTIONS REINFORCEMENT DETAILS SEE 5/S2.
6. HELICAL ANCHOR SIZE AND LENGTH SHALL BE APPROVED BY THE GEOTECHNICAL
AND STRUCTURAL ENGINEER TO ACHIEVE A NET DESIGN CAPACITY• BELOW.
ANCHOR SHALL BE CAPPEDTH 3/4"x6wx8m PLATE
CONTROL JOINT
SAWCUT JOINT WITHIN 12
HOURS OF PLACING SLAB
AND FILL WITH JOINT SEALANT
REINFORCING CONTINUOUS
AT JOINT
V
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(SEE PLAN)
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Nil
SPLICE BAR SAME
SIZE AS HORIZ STEEL
THUS:
3'-0"
HORIZ STEEL
SPLICE BAR SAME
SIZE AS HORIZ STEEL
THUS:
3'-0"
3'—Ow
HORIZ STEEL
1/2"= V-0" 3/4"=1'-0"
2x6 STUD AT 16" OC
SEE ARCH
�--- 1 CRS OF 6" CMU
OR CONCRETE
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- --- CONCRETE SLAB SEE PLAN
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(SEE PLAN)
N.T.S.
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CONCRETE SLAB SEE PLAN
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SPLICE BAR SAME
SIZE AS HORIZ STEEL
THUS:
3'-0"
HORIZ STEEL
SPLICE BAR SAME
SIZE AS HORIZ STEEL
THUS:
3'-0"
3'—Ow
HORIZ STEEL
1/2"= V-0" 3/4"=1'-0"
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SEE ARCH
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TOP OF GRADE BEAM
T1 EL=94 -00
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RIGID INSULATION SEE ARCH
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04632002
DUFFY ENGINEERING
AND ASSOCIATES, INC.
STR111CnAu - am - WRISYM
A
350 Highway 10 South
Saint Cloud, MN 56304
Phone:320 259-6575
Fax: (320) 259-6991
Email: mail®duffyeng.com
I hereby certify that this plan,
specification or report was
prepared by me or under my
direct supe sion and that I
am ay�ensedNG1TR
under a ws of t sof
Ryon f. Garden, - PE.
11-30-04 25392
Date License No.
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04632002
DUFFY ENGINEERING
AND ASSOCIATES, INC.
STR111CnAu - am - WRISYM
A
350 Highway 10 South
Saint Cloud, MN 56304
Phone:320 259-6575
Fax: (320) 259-6991
Email: mail®duffyeng.com
I hereby certify that this plan,
specification or report was
prepared by me or under my
direct supe sion and that I
am ay�ensedNG1TR
under a ws of t sof
Ryon f. Garden, - PE.
11-30-04 25392
Date License No.
Project No.: 04632
Date: 11-30-04
Drawn by: LVT
Checked by: REG
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