HomeMy WebLinkAboutBuilding Permit 07-0271
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
at bottom)
6000 Credit River Road
Date Rec'd
3.&.07
1. White File
2, Pink City
3, Yellow Applicant
PERMIT NO~1" lot ,
Prior Lake, MN
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION
(Meets and bounds description - see survey)
PID 2-5. ClOI. 028.0
ZONING (office use)
I::L
OWNER
(Name) Gary and Annette Thomas
(Address) 5580 Fairlawn Shores Trail SE
Prior Lake, MN
(Phone)
953 - 447 - 4280
BUILDER
(Company Name)
(Contact Name)
(Address)
<A-r1&
(Phone)
(Phone)
TYPE OF WORK rnDNew Construction o Deck o Porch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
o Addition o Alteration OUtility Connection
CODE: DI.R.c. m.B.c.
Type of Construction: I
Occupancy Group: A B E
Division:
o Mise:
II III IV ~ A ~
F HI MRS@]
1 2 3 4 5
PROJECT COSTjV ALUE $
(excluding land)
C:JC>
J ~q ()/ --'D --=-
I hereby certify than have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent
for the above-mentioned prope and t all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that
the building 0 ' ial can revok this p ',for just cause, Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed
inspections,
X
Permit Valuation IOO,OO()~ -
Permit Fee $ 1057. 5"~
Plan Check Fee $ (pe1.~e
State Surcharge $ SO.;
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
This App' tio Becomes Your BUbg Permit When
. Approved ~
' <f S 01
Official I I Date
Contractor's license No.
Park Support Fee
SAC
#
-)-- C:" -D 7
Date
$
$
$
$
$
$
$
$ SCJO ~
$ 2-z.
Is
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested, This
document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence, Before occupancy, a Certificate of
Occupancy must issued,
'1-;J..G-P6
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
-iT- #
Water Meter Size 5/8"; 1";
Pressure Reducer
Sewer/Water Connection Fee #
Water Tower Fee #
Builder's Deposit
Other -r IJ
I rec.. f-'"
TOTAL DUE
~c.. 4_MetC .sk~
Special Conditions, if any
PRIOR LAKE
INSPECTION RECORD
.
SITE ADDRESS ~Oc?O ~cr 2v6L- ~
NATURE OF WORK A,,"'ls~y &'~;N'"
USE OF BUILDING I ~ NG~ J /
PERMIT NO. 67....1.."11 DATE ISSUED .4 ~~1>7
CONTRACTOR ~()~A~ PHONE C\S~~4+7'" 4-zso
NOTE: THIS IS NOT 'A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
DEPARTMENT OF
BUILDING AND INSPECTION
I FOOTING
DATE
,-
(;;-(yZJI
FRAMING
INSULATION
ELECTRICAL
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I I
FINALS
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
HEATING
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no' service cabinet is available, card shall be placed near main entrance.
. . .
FOR ALL INSPECTIONS (952) 447-9850
A/tf(6.
CNJ
7T+( ~
&:/6/0&
%J ,~,jSA'::'~r
'/
-1717t1v {~
,
/i
66
8/~iCB
DATE nilE
CITY OF PRIOR LAKE
INSPECTION NOTICE SCHEDULED ~~--
ADDRESS (;(XJD Gr~d,+ fl,vf./ /Zd
OWNER
CONTR.
PHONE NO.
7-2, ) (
~GRADlFILLING
[J COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
[J GASLlNE AIR TST
o
PERMIT NO.
[J FOOTING
[J FOUNDATION
[J FRAMING
o INSULATION
[J FINAL
o SITE INSPECTION
[J PLUMBING RI
[J MECH RI
[J WATER HOOKUP
o SEWER HOOKUP
[J PLUMBING FINAL
o MECH FINAL
&J /r.rade-
COMMENTS:
[J WORK SATISFACTORY. PROCEED
[J CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/
IN8NOn
Statement of Special Inspections
Project:
Location:
Owner:
Prior Lake Mini-Storage
6000 Credit River Rd Prior Lake, MN
Prior Lake Mini-Storage
Design Professional in Responsible Charge:
Ronald L SuttonP.E.
This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the
Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special
Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and
the identity of other approved agencies to be retained for conducting these inspections and tests. This
Statement of Special Inspections encompass the following disciplines:
xO Structural 0 MechanicaVElectrical/Plumbing
o Architectural 0 Other:
The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to
the Building Official and the Registered Design Professional in Responsible Charge. Discovered
discrepancies shall be brought to the immediate attention of the Contractor for correction. If such
discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and
the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve
the Contractor of his or her responsibilities.
Interim reports shall be submitted to the Building Official and the Registered Design Professional in
Responsible Charge.
A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and
correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of
Use and Occupancy.
Ronald L. Sutton P.E.
(type or print name)
~~~
Signature
Job site safety and means and methods of construction are solely the responsibility of the Contractor.
\..III'J..L........
Interim Report Frequency: N/A Q,I\El ~er aUClOrJ~d schedule.
<, L. So '/
" . . ;'
... ~ .. ..0 '
;:: a-: . ~ -:.
:: . LICENSED ..
; : ,ltOFE.SsIONAL: _
:: .. El'lOINEEIl.: 1$ ~
;.>.. \1270. 0 '
..." ..,;... ..'~ ,......
'/> IiOr.M' .\~~ \,'"
/, - "
I" 'l , H;:; '\ \.'
Prepared by:
(94\ 17. .~/
Date
04.12.07
Design Professional Seal
Owner's Authorization:
Building Official's Acceptance:
Signature
Date
Signature
Date
CASE Form 101 . Statement of Special Inspections . @CASE 2004
Page I of +
Schedule of Inspection and Testing Agencies
This Statement of Special Inspections I Quality Assurance Plan includes the following building systems:
~ ............ ( Special Inspections are not required for this project)
--r 0 Soils and Foundations 0 Spray Fire Resistant Material
o Cast-in-Place Concrete 0 Wood Construction
o Precast Concrete 0 Exterior Insulation and Finish System
o Masonry 0 Mechanical & Electrical Systems
o Structural Steel 0 Architectural Systems
o Cold-Formed Steel Framing 0 Special Cases
SpeciallnsDeCtion Aaencles Finn Address, TeleDhone. e-mail
1. Special Inspection N/A
Coordinator ,
2. Inspector
3. Inspector
Truss Plate Institute 583 D'Onofrio Dr.
Suite 200
Madison, WI 53719
J!:nR J!:DA t;; AnA
4. Testing Agency
5. Testing Agency
6. Other
Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by
the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be
disclosed to the Building Official, prior to commencing work.
CASE Form 101 . Statement of Special Inspections . @eASE 2004
Soils and Foundations
Page ( of 4-
Item Agency # Scope
(Qualif.)
1. Shallow Foundations
N/A
2. Controlled Structural Fill NR Special inspections not requiredfor fill less than 12" deep
3. Deep Foundations N/A
4. Load Testing
N/A
4, Other:
N/A
CASE Fonn 101 . Statement of Special Inspections . @CASE 2004
Cast-in-Place Concrete
Page ~ of4
Item Agency # Scope
(Qualif.)
1. Mix Design NR The structural design is based upon afc o/no more than
2500 psi
2. Material Certification N/A
3. Reinforcement Installation N/A
4. Post-Tensioning Operations
N/A
5. Welding of Reinforcing
N/A
6. Anchor Rods N/A
7. Concrete Placement
N/A
8. Sampling and Testing of N/A
Concrete
9. Curing and Protection 'N/A.
10. Other:
CASE Fonn 101 . Statement of Special Inspections . @CASE 2004
Wood Construction Page 4- of 4-
Item Agency # Scope
(Qualif.)
1. Fabricator Certificationl Inspect shop fabrication and quality control procedures for wood
Quality Control Procedures truss plant.
o Fabricator Exempt #3
2. Material Grading
NR
3. Connections
NR
4. Framing and Details
NR
5. Diaphragms and Shearwalls NR
6. Prefabricated Wood Trusses Inspect the fabrication of wood trusses. All trusses are marked
#3
7. Permanent Truss Bracing
NR
8. Other:
CASE Fonn 101 . Statement of Special Inspections . @CASE 2004
Permit Number
Envelope Compliance Certificate
Minnesota Commercial Code
COMcheck-EZ Software Version 3.0 Release la
Data :filename: C:\Program Files\Check\COMcheck-EZ\070l-29,-Ccck
Checked By/Date
Section 1: Project Information
Project Name:
Designer/Contractor:
Doctiment Author:
PRIOR LAKE MINI STORAGE
KK DESIGN
KK DESIGN
Section 2: General Information
Building Location (fOr weather data):
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Proj ect Type:
Window / Wall Ratio:
Scott, Minnesota
15
8499
695
New Construction
0,00
Whole Buildin~ Type(s)
W arehouse/Storage:2, 00 1-1 0,000 ft2
Floor Area
2328
Section 3: Requirements Checklist
Bldg. I
Dept. I
Use I
I Air Leakage, Component Certification, and Vapor Retarder Requirements
[ ]1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed.
[ ] I 2. Windows, doors, and skylights certi:fied as meeting leakage requirements.
[ ] I 3. Component R-values & U-Jactors labeled as certified.
Climate-Specific Requirements
Component Name/Description
Gross Cavity Cont. Proposed Budget
~ R-Value R-Value U-Factor U-Factor
2328 38,0 0,0 0.028 0.045
2145 19,0 0.0 0.068 0.068
360 0.077 0,113
20 0.077 0.113
195 10,0
Roofl: All-Wood Joist/Rafter/Truss
Comments:
Exterior Wall 1: Wood Frame, Any Spacing
Door 1: Overhead
Comments: Insulated overhead doors
Door 2: Solid
Comments: Fiber door
Floor 1: Slab-On-Grade:Heated, Vertical 1 it,
Comments: 12 inch vert. - 2328 sq. :It.
(a) Budget U-mctors are used fur software baseline calculations ONLY, and are not code requirements.
Envelope PASSES: Design 29% better than code
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans, specifications and other
calculations submitted with this pennit application, The proposed envelope system has been designed to meet the
Minnesota Commercial Code requirements in COMcheck-EZ Version 3.0 Release 1a and to comply with the mandatory
7,::~ilie::~:::_i"~ ~"~ -OJ
Principal Envelope Designer-Name ~ ure Date
,......
---
BUILDING CODE EVALUATION I ANALYSIS
PROJECT NUMBER:
9910 - 15 DATE:
REVISED
PRIOR LAKE MINI - STORAGE
PROJECT TITLE:
LOCATION:
8000 CREDIT RIVER ROAD
PRIOR LAKE, MINNESOTA
CODES:
Unifonn Building Code
State of Minnesota Building Codes
Edition 1997
Edition 1998
U8EIOCCUPANCY CLA88FICATION:
Chapter 3, Sec. 311, Div. 1
Occupancy Group 8-1, Moderate hazard storage - Storage of
Cambustble materials not classified as Group 8-2 or as Group H
Occupancy.
SEPARATION REQUIREMENTS: Chapter 3
Occupancy separation
Required
N/A
Provided
N/A
ALLOWABLE BU~ AREA: Chapter 5
Type II N, 12,000 square feel (Without yard area increases)
Type II N, 24,000 square feel (Area increase - Sec. 505.1.2
separation on three sides allows 100 percent Increase).
Type II N, 18,000 square feet (Area increase - Sec. 505.1.1 lit'
separation on three sides allows 50 percent increase).
ACTUAL BULD"G AREA: (Th.... buildings per group, th.... grou..)
Group 8-1, Main Level (O.S. Walls)
Two groups 0 19,000 square feet (wI separation on three sides).
One group CD 20,700 square feet (wI separation on two sides). .
Sec. 505.3 T Bldg. on same property; Elceptlon: Two or more buildings on
the same property may be considered as portions of one building If the
aggregate area is within the linits of sec. 504 for a single buHding.
Note: The original buildings constructed on the south portion of the ...
property are non-confonnlng since they where constructed 8lCC88CIing the
allowable 18,000 square feel The new buildings and those constructed
during the second phase of the project on the north portion of the property
will not contribute to the previous non-confonning construction.
ALLOWABLE BULDING HEIGHTS: Chapter 5
Two (2) stories, for Type II N, 8-1, building compiles with Tables SA and
5B.
ACTUAL BULI>>MJ HEIGHT:
One store, approximate peak height 10 feet
TYPE OF CONSTRUCTION: Chapter 6
Type II N
KK IBGN 6112 EXCELSO< el\IDoMIN~IS, MN. 55416 (952)922-3226
,.-
,-
BUILDING CODE EVALUATION I ANALYSIS Page 2
Revised 5 I 8 I 2000
PROJECT TITLE: PRIOR LAKE MINI - STORAGE
FIRE SUPPRESSION SYSTEMS: Chapter 9 - Fire-Protection Systems.
Not required since water Is not avaUable.
FlU: EX'TIlIGUISHERS:
Extinguishers provided at exterior of bulding in cabinets. Location(s)
currently shown at 100 foot intervals per buAdlng face. When two
buildings face each other they only occur on one building face.
Coordinate final location wI Prior lake Fire Marshall and BuHding Official.
Extinguisher type and size: 101 I ABC extinguisher.
FIRE LANES:
Site is provided with twenty (20) foot fire lanes at all areas of the site.
including no panting signs.
OCCUPANT LOAD: Chapter 10
Not applicable since buDdings are not occupied.
NUEER OF EXITS: Chapter 10
Not applicable since buildings are not occupied.
CNJICrrY OF EXITS: Chapter 10
Not applicable since buHdings are not occupied.
EXIT TRAVEL DISTANCE: Chapter 10
Not applicable since buildings are not occupied.
ROOF LOADS:
General building
Required
100 pst
Required
40 psf snow load
Provided
100 pst
FLOOR LOADS:
Slab on Grade
Provided
40psf
PLUEIiIG FIXTURES: Chapter 29 and Appendix Chapter 29.
Not applicable since buldlngs are not occupied.
ACCESS8LITY REQURElENTS: State of Minnesota and UBC
Not applicable since buUdlngs are not occupied.
NOTE: The buHdings have been reviewed for compliance with the State of Minnesota
BuDding Codes. and Unlfonn Building Codes. At this tine no changes are recommended
and the buHdings carry the Certification of a State of Minnesota Structural Engineer and a
State pf Wlsconsi'l Architect.
I HEREBYCERTlFYTHATTHlS PlAN. SPECIFICATION. OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT IAMADULYREGlSTEREDARCHIT'ECT UNDER TtELAWSOF
~
JOHN PETER KOSMAS
DATE~
REG. NO. 21578
KK [E)GN 6112 EXCELSrn Ei\IDoMINf\EAFCl.IS, MN. 55416 (952)922-3226
BUILDING CODE EVALUATION I ANALYSIS
7/1 1.1
f\-&~
PROJECT NUMBER: 0701~9
DATE: March 5, 2007
PROJECT TITLE:
PRIOR LAKE MINI STORAGE
LOCA TION:
6000 CREDIT RIVER ROAD
PRIOR LAKE, MINNESOTA
CODES:
International Building Code
State of Minnesota Building Codes - Amend.
Accessibility Code State of Minnesota (1341)
CABO / ANSI A117,1
Edition 2000
Edition 2003
Edition 2003
Edition 1992
SEE BUILDING DESIGN CRITERIA - Provided by Allied Design Architecture and
Engineering Group, P.C. Sheet G-1 dated 1.24.07.
USE / OCCUPANCY CLASSIFICATION: Chapter 3 (312)
Occupancy Group U Utility and Miscellaneous
SPECIAL REQUIREMENTS PER USE AND OCCUPANCY: Chapter 4
Occupancy Groups U - No special requirements noted.
ALLOWABLE BUILDING AREA: Chapter 5 (Table 503) Area
Type V B Group U 5,500 square feet.
ACTUAL BUILDING AREA: (Building separation(s) maintained per previous project 5/2000)
Type V B Group U 2,352 square feet
ALLOWABLE BUILDING HEIGHTS: Chapter 5 (Table 503)
Type V B Group U 1 story
ACTUAL BUILDING HEIGHT:
One (1) story above grade
Mid-point of roof to grade - 14'-11 1/8"
Peak of roof to grade - 17'- 4"
TYPE OF CONSTRUCTION: Chapter 6
Type V B: All types of materials are allowed, wood, concrete etc. without restriction.
Fire rating of exterior walls - Table 602
Distance Type of Const. Occupancy Hour rating
~ 30 feet Type V B Group U None
FIRE RESISTANCE RATED CONSTRUCTION: Chapter 7
None required,
FIRE SUPPRESSION SYSTEMS: Chapter 9 - Fire-Protection Systems.
Not required since water is not available.
FIRE EXTINGUISHERS:
Extinguisher provided at interior of building adjacent to service door,
Extinguisher type and size: 10 #, ABC Extinguisher
PRIOR LAKE MINI-STORAGE PRIOR LAKE, MN
K K DESIGN 6112 EXCELSIOR BLVD.
BDLG,CODE 1 952)922-3226
ST.LOUIS PARK, MN 55416
FIRE LANES: Existing Fire Lanes provided as twenty (20) foot at all areas of site.
OCCUPANT LOAD: Chapter 10 (Table 1003.2.2.2) (Gross Floor areas)
Not applicable since building is not occupied.
(For general considerations the occupant load could be 1 1300 or 8 oc.)
NUMBER OF EXITS: Chapter 10 (Table 1004.2,1)
Not applicable since building is not occupied.
Occupancy Required Provided
Group U 1 if less than 50 occ, 1
CAPACITY OF EXITS: Chapter 10 (Table 1003.2.3) (wlo sprinkler system)
Not applicable since building is not occupied.
Occupancy Doors Width Required Width Provided
Group U 0.2 x 5 = 1,0" 1 @ 36"
EXIT TRAVEL DISTANCE: Chapter 10 (Table 1004.2.4) (wlo sprinkler system)
Not applicable since building is not occupied.
Occupancy Required Provided
Group U 300' max, Max. 67'
ACCESIBILlTY: Chapter 11 and Minnesota Section 1341
Not applicable since building is not occupied.
FLOOR LOADS: Chapter 16
Slab on grade (U)
Required
125 psf
Provided
125 psf,
ROOF LOADS: Chapter 16
General building
Required
50 psf (ground snow load
Provided
50 psf (ground snow load)
PLUMBING FIXTURES: Chapter 29
Not applicable since building is not occupied,
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED
ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA,
JOHN PETER KOSMAS
DATE
REG, NO, 21578
PRIOR LAKE MINI-STORAGE PRIOR LAKE, MN
K K DESIGN 6112 EXCELSIOR BLVD.
BDLG. CODE 2 952)922-3226
ST.LOUIS PARK, MN 55416
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
April 26, 2007
Gary and Annette Thomas
5580 Fairlawn Shores Trail SE
Prior Lake, MN 55372
RE: Site Plan Review for Prior Lake Mini Storage Accessory Building
Case File No.: 07-113
Dear Gary and Annette:
The Development Review Committee (DRC) has completed its site plan review
of the Prior Lake Mini Storage Accessory Building. This letter serves as official
notice of site plan approval. You may proceed with an application for a building
permit at this time. If you have questions concerning the review process, please
feel free to contact me at (952) 447-9814.
Sincerely,
#~
Jeff Matzke
Planner
1:\07 files\07 site plans\pl mini storage\approvaUMc;v.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
~.
White . Building
Canary . Engineering
Pink . Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHeCK~IST
NAME OF APPLICANT
APPLICATION RECEIVED
T170JvJrJ5.' 9R,ey ~
.5. (P.tJ7
I
/lAlNt; II c::
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction a. ctivity which is .. proposed, at: . . /J. 'V
1_ . '. r ICI o,.e L/l1:::C
ltl 000 ~IT let V<5~ ,t:::LJ/7~ /'ll/l/I STV,C/ItjC
AccePted~~ccePted With Corrections
Denied
Reviewed By:
-
~(
4/7/, !b7
Date:
Comments: See Reverse Side for Additionallnformationl '
See Attachments: I) Gradini Plan, 2) Erosion Control Measures
liThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
TII0I'1115! 911ty ~ /fA/NeTT€"
5. (p.IJ7
I
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at: /J V
r Je.t. () ,e L-11 K:-C
hO()O ue&O/T /elV6"K eLJ/J.D 1-1/1.// STD0o/&
Accepted ./
..
Denied &J
Reviewed By: 1
Comments: \. Co.t\ P<..6rt r~.
liThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
'P t-A~C; ~ ~~~ 4/2..010., fZ.e=c.~cf.
.KK DESIGN 6112 EXCELSIOR BLVD 0 MINNEAPOLIS, MN 55416 952.922.3226
DIVISION OF PCAD CORPORATION
April 19, 2007
City of Prior Lake
Building Inspection Department
Attn: Robert D. Hutchins, Building Official
17073 Adelmann Street South East
Prior Lake, MN 55372
Project Name: Prior lake Mini Storage
Project location: 6000 Credit River Road, SE
Prior Lake, MN
Mr. Hutchins,
The following items are submitted for the new storage building proposed for the
Prior Lake Mini Storage facilities located at 6000 Credit River Road:
1. Site plan noting lot area separations for building areas proposed per
lot, lot 4 has been added from previous project in 2000, prepared by
K.K. Design.
2. Site plan noting that existing Fire Lane will remain and that the new
key for the new gate lock will be located in the Fire Department Lock
Box located at the front entrance, noted on the K.K. Design Site Plan.
3. Survey drawing prepared by Rehder and Associates and signed by
registered land surveyor, David C. Craigie.
4. Special Inspections Statement, note Controlled Structural Fill: The
initial report by Ronald L. Sutton, P.E. noted that no special inspections
would be needed with fill less than 12" deep. See note below.
Based on the field inspection (soils boring) and preliminary information provided
by Braun Engineering it has been determined that the site will require removal of
existing soils greater than the 12 inches initially anticipated and that engineered
fill will replace the materials removed. Therefore, the notation by Mr. Sutton will
need to be modified to include the recommendations that will be available in the
Braun Engineering Report. It is anticipated that the engineered fill will be placed
in controlled lifts, compacted per the recommendations and inspected during
placement of the fill. The recommendations in Braun's report will replace those
comments in Mr. Sutton's report, item number 2 on page 2 of 4. If you have any
questions please call me at 952.922.3226.
since~~
John Kosmas
cc: Robert L. sutt. on P.E. ~ I~ ~MA
~~ ~..~ftA'6, Z"~"If' --r'
Statement of Special I nspections
Project:
Location:
Owner:
Prior Lake Mini-Storage
6000 Credit River Rd Prior Lake, MN
Prior Lake Mini-Storage
Design Professional in Responsible Charge:
Ronald L SuttonP.E.
This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the
Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special
Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and
the identity of other approved agencies to be retained for conducting these inspections and tests. This
Statement of Special Inspections encompass the following disciplines:
xD Structural 0 Mechanical/Electrical/Plumbing
o Architectural 0 Other:
The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to
the Building Official and the Registered Design Professional in Responsible Charge. Discovered
discrepancies shall be brought to the immediate attention of the Contractor for correction. If such
discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and
the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve
the Contractor of his or her responsibilities,
Interim reports shall be submitted to the Building Official and the Registered Design Professional in
Responsible Charge.
A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and
correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of
Use and Occupancy.
Job site safety and means and methods of construction are solely the responsibility of the Contractor,
Ronald L. Sutton P.E.
(type or print name)
r;zJ~
Signature
o q., 11. ,\j/
\II".I..~
~I\EJ per ani:lUlJ~d schedule.
...... L. S(j //
'" . . "
... ~.. '.0 '
... 0:. . ~ .r
= : LICENSED '. :.
= : ,.ttOFESSIONAL: :
. ENGINEER::<::
-;.. 12270:'5' :::
......... ..,.;.... ....~ ..........'
, 1::. '. . .. ...l'V "-
'/ <:OFM\~'" ,.....
", J I .. \,,'
, 1 I , :! ' ~ ,
Interim Report Frequency: N/A
Prepared by:
Date
04.12.07
Design Professional Seal
Signature
Date
Date
Owner's Authorization:
CASE Form 101 . Statement of Special Inspections · @eASE 2004
Page J
Schedule of Inspection and Testing Agencies
of +-
This Statement of Special Inspections i Quality Assurance Pian includes the following t;Jiiding sYSi.eillS,
~ ( Special Inspections are not required for this project)
o Soils and Foundations 0 Spray Fire Resistant Material
o Cast-in-Place Concrete 0 Wood Construction
o Precast Concrete 0 Exterior Insulation and Finish System
o Masonry 0 Mechanical & Electrical Systems
o Structural Steel 0 Architectural Systems
o Cold-Formed Steel Framing 0 Special Cases
SDeciallnsDection Aaencies Firm Address, TeleDhone, e-mail
1. Special Inspection N/A
Coordinator
2. Inspector
3, Inspector
Truss Plate Institute 583 D'Onofrio Dr.
Suite 200
Madison, WI 53719
"nil I':nA t; AnA
4. Testing Agency
5. Testing Agency
6. Other
Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by
the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be
disclosed to the Building Official, prior to commencing work.
CASE Form 101 . Statement of Special Inspections . @eASE 2004
Soils and Foundations
Page Z. of 4-
~
Item Agency # Scope
(Qualif.)
1, Shallow Foundations
N/A
... 2. Controlled Structural Fill NR Special inspections not required for fill less than 12" deep
~ ~,~
Flr-....",'1
,.- ....
3, Deep Foundations N/A
4. Load Testing
N/A
4, Other:
N/A
CASE Form 101 . Statement of Special Inspections · @CASE 2004
Cast-in-Place Concrete
Page 3 of4
Item Agency 'Ii- Scope
(Qualif.)
1. Mix Design NR The structural design is based upon afc of no more than
2500 psi
2. Material Certification N/A
3. Reinforcement Installation N/A
4. Post-Tensioning Operations
N/A
5. Welding of Reinforcing
N/A
6. Anchor Rods N/A
7. Concrete Placement
N/A
8. Sampling and Testing of "'fA
Concrete
9. Curing and Protection .N/A-
10. Other:
CASE Form 101 . Statement of Special Inspections . @CASE 2004
Wood Construction Page 4- of 4-
item Agency # Scope
(Qualit.)
1. Fabricator Certification! Inspect shop fabrication and quality control procedures for wood
Quality Control Procedures truss plant.
o Fabricator Exempt #3
2. Material Grading
NR
3. Connections
NR
4. Framing and Details
NR
5. Diaphragms and Shearwalls NR
6. Prefabricated Wood Trusses Inspect the fabrication of wood trusses. All trusses are marked
#3
7. Permanent Truss Bracing
NR
8. Other:
CASE Form 101 . Statement of Special Inspections . @eASE 2004
,--
,-
BUILDING CODE EVALUATION I ANALYSIS Page 2
Revised 51 8 I 2000
PROJECT TITLE: PRIOR LAKE MINI - STORAGE
FIRE SUPPRESSION SYSTEMS: Chapter 9 - Flre-Protectlon Systems.
Not required si'lce water Is not avaHable.
FE EXTINGUISHERS:
Extinguishers provided at uterlor of buHding in cabinets. Location(s)
currently shown at 100 foot intervals per buDding face. When two
buildings face each other they only occur on one building face.
Coordinate final location wI Prior Lake Fire Marshall and BuHding OffIcial.
Extinguisher type and size: 1 at I ABC extinguisher.
FIRE LANES:
Site Is provided with twenty (20) foot fire lanes at all areas of the site,
including no parking signs.
OCCUPANT LOAD: Chapter 10
Not applicable since buHdlngs are not occupied.
NUMBER OF EXITS: Chapter 10
Not applicable since buildings are not occupied.
CAPN;ffY OF EXITS: Chapter 10
Not applicable si'lce bundings are not occupied.
EXIT TRAVEL DISTANCE: Chapter 10
Not applicable since buldings are not occupied.
FLOOR LOADS:
Slab on Grade
Required
100 pst
Required
40 pst snow load
Provided
100 pst
ROOF LOADS:
General building
Provided
40psf
PL~ FIXTURES: Chapter 29 and Appendix Chapter 29.
Not applicable since buHdlngs are not occupied.
ACCESSBLITY REQUIREIENTS: State of Minnesota and UBC
Not applicable since buildings are not occupied.
NOTE: The buDdings have been reviewed for compliance with the State of Minnesota
BuDding Codes, and Unlfann Building Codes. At this tine no changes are recommended
and the buHdings carry the Certification of a State of Minnesota Structural Engineer and a
State of Wisconsin Architect.
I HEREBY CERTlFYTHAT THIS PlAN, SPECIFICATION. OR REPORT
WM PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT IAMADU. YREGlSTEREDARCHITECT UNDER THE lAWS OF
~
JOHN PETER KOSMAS
DATE 5. t/ ,tJlJ
REG. NO. 21578
KK I:ESGN 6112 EXCELSO< el\IDoMIN~IS, MN. 55416 (952)Cf22-3226
~
~
'e
~
Information data sheet December 1, 19~9
Prior Lake Mini Storage, 16000 Credit River Road, Prior Lake, MN .. ,
The following information is provided to help understand some of the history of
the project and current data for the proposed building addition and expansion of
the outside storage area.
1. Three (3) buildings located in the southeast corner of the property
previously construct by others, sometime around 1985. Existing two
(2) buildings located south and east of the proposed buildings built in
1993 -1994.
2. Proposed buildings included four (4) structures which will be
considered as a group of buildings, which is permitted under the UBC
as long the buildings meet the criteria of size and type of construction
related to it's occupancy group.
3. Occupancy Group 81, Construction Type UN, allowable area may be
increased based on "separation on three..(3) sides. Note assumed
property line or separation line noted o,n K.K. Design plan. All other
distances are greater than sixty feet (60), therefore allowing 100 %
allowable area increase, or building area total per group of 24,000 sf.
4. Fire protection not required under UBC - water not available therefore,
not required under City of Prior Lake requirements.
5. Exits require"nts are not applicable since the buildings are not
occupied, only used for storage.
6. The buildings will be constructed of metal wall and roof panels and
metal overhead doors matching the two (2) existing buildings adjacent.
7. The site will be enclosed with cyclone fencing similar the existing. It
will include concrete curb and gutter and bituminous drive areas also
similar to existing.
8. Our recommendation is that evergreens (Black Hills Spruce) be utilized
as the landscape materials and screening in place of the solid
screening noted for outside storage areas. Security of a storage
facility such as this is an issue and if a totally opaque fencing system
was installed it would give no chance for anyone to observe unwanted
visitors on the site. Therefore we recommend the use of the plantings
and cyclone fencing.
9. The drainage patterns originally proposed will be utilized during this
construction phase, with only minor modifications at the west property
line. Concrete spillways will be provided including riprap at the
discharge to help reduce erosion. Erosion control fabric and staking
will be in-place throughout the construction period. John Krausert,
Civil Engineer with Rehder and Associates, has reviewed the original
ponding calculations and the original calculations include the area of
our proposed construction.
If any additional information is required please contact me, John Kosmas, at 922
- 3226.
KK ISGN 6112 EXGLSrn f?LVDoMINf\EAFClIS, MN. 55416 (612'P22-322c
.1
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JI/,I,/ The City of Prior Lake. upon hsuance of the pennit for the above project,
" ~ / 1s accepting f~ll liability and holds this plan ffviewer, harmless ~nd not
liable for any omission$ and errors in plan review. This plan review is
pr.ovided 4S a suggested reveiw to be considered by the City prior to the
permit issue. Items of concern and needing clarification prior to the
permit issue are as follows:
'.i.'hl;l~r builli'.1.'r~; , re t~'~\ic"1..1y ~ I,; Occu'l:ncy h'lVIevei' bt!cr.ur:e
nf t~n ~izc, ~ust be clncsified 8E 8 D2 o~cupancy. Under
n 3~ Occu"~,n~j' , tyne VN construction n totl.'.!. of 8,000 sq.
ft ir: ;"lllOl':cd, B'..1i1dinr C has 9,000 Sf.' ft and if: ~11owed
under sect~(m 506 , Ollen on 2 oideo by more than 20 feet
incre-re is 1.25% per foot ovqr 20 thi3 hac 30 co 10
timec 1.25~ eru~ls 12.5 per cent increAse or 9,000 ~q. ft
2. Office of 30 l.;r 30 chould be cerw r.. ted. fror.'l ll:caaDa '!'"':!mainder
of buildinG by 1 hour ::e'" ration.
~
".
A !,:mi t8.ry f-~c ili ty must be ::-vailrblc to o!"fice,
/I .
;~lectricD.l olRn::: cho'J.ld be !~ubmi tted b.y the ~. ~lr>ro :lrio.te
r~u,llified individt:al, sip:necl.
5.
The lo'se 2!"reement or tenr:nt ~>"'ree:T.ent ,hould not ~,110w
the, c.tora[e "'of fla.lIIlable liC1Uidc or eXl)1vci vez.
An -:')or the }'iro Cod P., a fire hydra.nt chould be 1ecE'. ted eo jh
th,.t no ~ortion ')f ~lny buildinc in furth".l;" than 150 from a
hyt!rnnt ..
~ection 202 (f) x~i D~~lie~ Be to lirbility.
~.1. OI'~.
ih:ine: st~ te of ~inn fiE1..~re!' of 12.27 "per Or'. ft for :1. tv":)e
VH construction 0: E,ro.ge t:"1e value cf th:;'~ con::::truct1on is
.g:?) :3 ,~ ~ tea:', 0'" '\.... 0 -
:PhP..,0r.71it f("!(~ b:,,:~d on th~'t v,'.luc i:: ~ V4C..cb
1'" ~n chec': 1-:8 en t:-,:..:: 1:.., ~r:~ -C-4q .S:?
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4704 Deerwood Dr.
:,:ir..ncton.ka., M:-l 55343
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SINGLE-UNIT WHEEL TRACKS
45 FT. OUTSIDE RADIUS
PHOTO LAB NO. 65-3722
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CITY OF PRIOR LAKE /2 ~ A/.z6'
BUILDING INSPECTION DEPARTMENT Do71+ f:X,!1VJ?//..Jb
rlf& 5"Nne.
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name: .pt"'I~ ~ 1A: P\.: Sfw-~
Job Address: '4.000 Cr~ t e.~ E?d
I. CLASSIFICATION OF BUILDING:
A.
Use of Building
{.
1.
l-A
Occupancy Group (Table}cr}
$1
2. Occupancy Separations (Table 5-B) N ~
B. Type of Construction (Table 5-A) It N
C. Location ofPreperty
Front
Rear
L. Side
R. Side
D. Floor Area
1. Actual 7oof!)t, 7~1 ,'.11IO = z.e" CilIIllI:'"
2. Allowable (Table 5-C) 11., IUD If
3. Area Increase
a)
Open Area (505)
Sprinkler (505.3)
Multi-Story (506)
3 Sti4.rS ,. 2'~ 1 ~ ~ed- .t~#- 7 Zo"2'fOgu
b)
NA
c)
flJ~
4.
Mixed Occupancy Calculation =
NA
E. Height and Number of Stories
1. Actual: Stories ----L- Height J
2.
Allowable (Table 5-D): Stories ?- Height
Allowable Increase tJ~
3.
Sc:>~/H
12-111'/"
3-~
CITY OF PRIOR LAKE
BUILDING INSPEcrION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
f), __,_ 'I .. . L . r'~
Project Name: . ,- ~ J\o\.4 r-... ~ ........
Job Address: . (,.OOb c..r~ -t- ~.vv- e.d
I. CLASSIFICATION OF BUILDING:
A.
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(.
1-A
1.
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SI
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B.
Type of Construction (Table 5-A)
IIN
c. Location of Property
Front
Rear
L. Side
R. Side
D. Floor Area
1.
Actual ; I CJ~p 1 7,ou 0 I <0 QJ 0
~ '2.<J 000
I
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2. Allowable (Table 5-C) 12..000 11
3.
Area Increase
lA, 000 ~
2 fa; a(~ eo , K, % ~ ~t;...r..J.. .f."I. >.z.o'
a) Open Area (505)
b) Sprinkler (505.3) '':'11' ,
c)
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IJP"
4. Mixed Occupancy Calculation = 1114
E. Height and Number of Stories
1.
Actual: Stories
Height
2.
Allowable (Table 5-D): Stories
Allowable Increase "p.
Height
3.
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White . Building
Canary . Engineering
Pink . Planning
BUILD~NG PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
T/-/O/"/rJ51 (j11j.~(//
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at: ./
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& (,{it) (lk'Ci//T Ie:; //Z-'/",- //'/-IV ("//.'/
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Accepted
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Accepted With Corrections
Denied
Reviewed By: ~ ~
Comments: . A Tt--ee..- /f.t!'serv~-.
f:'I(' reloeJ:e) ~r.,..~' rre.es.
Date: 'r-02C ~CJ7
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IThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid.1I
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OFFICE:
JANESVILLE , MN
MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO038-2945
LAMINATED COLUMNS - NO . 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS ?
J
USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER
CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111 , OXIDE IN CONFORMANCE WITH USEPA rh
w
GUIDELINES AND AWPA STANDARD C28 , THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND 0 a
Df
SHALL BE LAMINATED WITH STAINLESS STEEL NAILS .
O cy)
+! cv
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE o
(SEE PLANS FOR DIAMETER AND DEPTH ) , COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE �-- uj
rY
HOLE . CONCRETE ( MINIMUM COMPRESSIVE STRENGTH 2500 PSI ) IS POURED IN PLACE TO THE SPECIFIED / - ca
THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN ) . THE COLUMN IS THEN /
z
BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE ( SEE PLANS ) . / � r�''� O
/ � z
TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NOV 1
OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED , PRESSURE
TREATED TO A NET RETENTION OF . 4 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED / uj
PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A .
FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO . 2 OR BETTER SPACED APPROXIMATELY 36" / \ Q!
O . C . WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS , ROOF PURLINS ARE 2x4 S4S NO . 2 OR /
BETTER ON EDGE SPACED APPROXIMATELY 24" O . C . ALL OTHER FRAMING LUMBER IS NO . 2 OR BETTER . / \
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED
/ 1000'± TO PROPERTY LINE " Iwlw
J
AND KILN DRIED LUMBER AS SPECIFIED , IN - PLANT QUALITY CONTROL INSPECTION IS CONDUCTED- UNDER THE z
J PROPOSED 4400
AUSPICES OF THE TPI INSPECTION BUREAU . TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT / 42'xl 1 '- 4"x56 ' /
MORTON BUILDING • Y � t}
STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING . / Q ar.
400 '± TO PROPERTY LINE ^*
/ O . .
SIDING & ROOFING PANELS ( KYNAR 500 / HYLAR 5000 ) - 0 .019 " MIN . , G90 GALVANIZED OR AZ55 GALVALUME, \ / W m =..
CL
WITH AN ADDITIONAL BAKED - ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL . PAINT THICKNESS '
ON EXTERIOR . / \ / ISO
TRIM - DIE- FORMED TRIM OF 0 . 019 " MIN . , G9 ) GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES , RIDGES , O
CORNERS , BASE WINDOWS , AND DOORS W ' IH SAME FINISH AS ROOFING OR SIDING PANELS . \ e a —
0
GUTTERS - 5" K-STYLE , . 030 HIGH TENSILE ALUMINUM GUTTER , KYNAR 500 I HYLAR 5000 FINISH TO MATCH TRIM ,
ON BOTH SIDES OF THE BUILDING . \
/
m
ADDITIONAL NOTES \ 'C O
I j ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART
OF THESE DRAWINGS . \ / BUILDING LOCATION PLAN z
2 . ) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE
_ ! s a z
PROVIDED BY OWNER , STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS w cx
w
REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS , PASSAGEWAYS , AND zImp
�
O
CORRIDORS . }
F
3 , ) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING w �
10 ,
PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES . SCALE :
4 . ) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB 1425 ' 5 ' 20 '
DRAWINGS OR SUPPLEMENTAL INFORMATION . +I
5 . ) KYNAR 500 IS A REGISTERED TRADEMARK OF ATOFINA CHEMICAL , INC . , HYLAR 5000 IS A TRADEMARK OF o
SOLVAY SOLEXIS . Off
gY Ii f
t ILBL"•d '� r_ DRA WN B Y: T. WILLIAMS
a_..�,.
2x4KK 11 /05 1'T68P"G`TiI;
DATE: 01 / 19 / 07
l.1�
C ► O A IS 21 IM1"CM p I ICHECKED BY.BY-0 g • LONG
APPROVED 0 ACCE I DWimill IORRE=CNIS AS MOM DATE:
PLAMING DES•` Q t 4, �J� r`CCIT: 'I�.I -GflRFc ! is 01 / 22 /07
I"M Comm:� are. for pour infornIffon. Ag ;°lob do be done REVISED DATE.
ire fit" ccrruliarin � ,�tn rIl aP,li ELrl%3 building & zoning code
� ^�6-G ' §uiru r r?tom ucluln ficrrs r, r s^�
Signed T ;� c=i1; a[ riotedin t,�ls rtviG� REVISED DATE.
KCE mT�Ilia PL;kPgl8 ?al �?�� SIT� ;�? �LLT(����.
REVISED DATE.'
SHEET INDEX TYPICAL LUMBER SPECIFICATIONS - 2001 NDS BUILDING DESIGN CRITERIA REVISEDDArF
SIZE DESCRIPTION BENDING VALUE Fb USE GROUP U I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
SHEET # DESCRIPTION 2x4 w NO . L. & 2 SPF 1313 PSI CONSTRUCTION TYPE VB THIS BUILDING WAS PREPARED BY ME OR UNDER MY
31 OF GI SPECIFICATIONS , SHEET INDEX 8 BUILDING LOCATION PLAN 2x4 2100f MSR SPF 2100 Psi ROOF SNOW LOAD * 38 PSF DIRECT SUPERVISION AND THAT I AM A DULY
Sl OF S6 COLUMN PLAN 2x6 NO . 1 & 2 SPF l 138 PSI ( ) 90 MPH LICENSED / REGISTERED ROFESSION 4ENINEER . fWIND SPEED V3SS2 OF S6 TRUSS PLAN & DETAILS 2x6 NO . 1 SYP 1b50 PSIFLOOR LOAD 125 PSI= , /VS3 OF S6 TRUSS DRAWING 2x8 NO . 1 SYP 1500 PSI FLOOR AREA 2352 SQ , FT . r2x10 NO . 1 SYP 1300 PSI �t
S4 OF S6 ELEVATIONS GROUND SNOW LOAD 50 PSF
, P
2xi2 NO . 1 SYP 1250 PSI RONALD L . SUTTON
S5 OF S6 SECTIONS & DETAILS MICHAEL L . CC Rl
ALL 1450f MSR SYP 1950 PSI * [DATE : + . t-` # • R 0# Ito
t
S6 OF S6 SECTIONS & DETAILS ROOF SNOW LOAD CALCULATIONS � t � '
1 1 /2"x16" LAMINATED VENEER LUMBER 2800 PSI
= P
3 1 /2 Ps 0 . 7xCexIx g x Ct x Cs"x15" GLU -LAM 1650 PSI ' � , f��: ���: • .
5 1 /4"x16 t /2" GLU-LAM 240o PSI Ce = SNOW EXPOSURE FACTOR = 1 . 0 . '
I = IMPORTANCE FACTOR = 1 .0 NOTE :
f 5 1 /4"xl91 /2" GLU -LAM 2400 PSI Pg = GROUND SNOW LOAD = 50 PSF - NO ONE MAY ALTER ANY ARCHITECTURAL OR SCALE: AS NOTED
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS . Ct W THERMAL FACTOR = 1 . 1 ENGINEERING ITEM UNLESS ACTING UNDER THE - - -
Cs = ROOF SLOPE FACTOR = 0 , 97 DIRECTION OF THE LICENSED ARCHITECT OR SHEET NO,Ps = 0 . 7 x 1 . 0 x 1 .0 x 50 x 1 . 1 x 0 . 97 = 37 .34 PS LICENSED ENGINEER . G 1 OF G 1
OFFICE.•
JANESVILLE , MN
JOB NQ.
038-2945
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2'-0" VENTED SIDEWALL OVERHANGS 0
S5 — 1 '-0" NON-VENTED ENDWALL OVERHANGS Lea::: 0Ft 4 _
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41 - 9 " I 41 , _ � , � co
1 16"R 30"R 30" R 30" R 30" R 30"R 30"R 30"R 16 COLUMN
I COLUMN PLAN LEGEND °
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S5 ZO � o - 3-2x6 LAMINATED COLUMN LOCATIONS �-� Z
■ - HEADERED TRUSS LOCATIONS
34'- 10 1 / 2" — --�- }- 16"R l b"R — 34'- 10 1 /2" (]i - ( 1 ) 3068 PLAIN FLAT SLAB FIBERSTEEL WALKDOOR N
W / LOCKSET & DEADBOLT LU
Q - ( 3 ) 12 'xl0' OVERHEAD DOORS W / OPENERS &
REMOTES S
- 3011x30" ATTIC ACCESS DOOR (VERIFY LOCATION ) W
16"R - 16" DIAMETER FOOTINGS WITH
2T- 10 1 /2" — 16" R 16" R — 2T- 10 1 /2"
8" THICK MINIMUM READI - MIX CONCRETE
o I BELOW BOTTOM OF LOWER COLUMN WITH
ADDITIONAL READI- MIX TO TOP OF 218M STILT ( 9"± } . "' �•,
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF
LOWER COLUMN IN ONE OPERATION .
20'- 10 1 /2"
16"R l 6"R � — ^ 20'- 10 1 /2" ,
/ 30 R - 30' DIAMETER FOOTINGS WITH
1 \3" THICK MINIMUM READI- MIX CONCRETE
q 8 B Q BELOW BOTTOM OF LOWER COLUMN WITH DRAWN BY: T . WILLIAMS
ADDITIONAL READkMIX TO TOP OF 230M STILT ( 9 "± ) . DATE:
S5 SS PLACE CONCRETE BELOW AND ABOVE BOTTOM 01 / 19 /07
13'- 10 1 /2" — 16" R I61R I — 13'- 10 1 /2" OF LOWER COLUMN IN ONE OPERATION , CHECKED BY: B , LONG
DATE.' 01 / 22 /07
ROUGH OPENING SCHEDULE REVISED DATE.'
UNIT SYMBOL REVISED DATE.'
6 '- 10 1 /2" — ----�- 16"R 16" R — 6'- 10 1 /2" FROM LEGEND WIDTH HEIGHT
REVISED DATE•
C C C ( N 40 1 /2" 81 "
0 S6 S6 S6 0 REVISED DATE.•
'O I 0 30" R 30" R c 30" R 'O 30" R 30" R 'O 16" R
0'-0" l b„ R s 30" R s ■ 30" "R 0'-0 t a r s
carrity that 's ar1„
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a a duly U �Fr
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6'- 10 1 /2" 7'-2 1 /4" 12'-3" 12'-3" 12'-3" 0 SWon E Cif
1 '-9" 1\01 '-5 1 /4" C? �_. �� C3 � v; r�i �� .
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COLUMN PLAN SCALE : SCALE. AS NOTED
1 ' 4 ' 16 ' SHEET NO,
Si OF S 6
OFFICE'
JANESVILLE , MN
JOB NO.
�. 038-2945
o , ,�
2x4 PURLIN R j/�'
f s 0
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60d R .S , NAIL
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TOP TRUSS CHORD 1 20 GA. GALVANIZED m
PURLIN CONNECTOR
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( 2 ) # 9xl " TRU -GRIP SCREWS ON EAVE SIDE OF
PURLIN IN HOLES SHOWN { JOINT MUST BE TIGHT cl
BEFORE FASTENING CLIPS ) L 1 1
2x4. BUTTED PURLIN DETAIL
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( 2 ) 20d R .S . NAILS IN OVERHANG FRAME ����...
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TOE NAIL OVERHANG RAFTER F-
TO OVERHANG NAILER WITH to
( 1 ) 16d R .S . NAIL EACH SIDE
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S2 � +_ 42' END TRUSS � �
OVERHANG FRAME
II II II II II II II f 2x6 OVERHANG NAILER ( 7 ) 20d R .S . NAILS O
B f II II II II II I) I!
S2 i II II II II II II + Coe Z
I I 8 II II II II i L.0
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II II II !I II II )I
II II II II If II II � d�_ o
II II II II 11 I( fl 1_.,f 0
2 I li II II II II I ( DETAIL # A --�
0 11 II 8 II II II II I SCALE: 1 1 /2" = 1 '-0"
II II ll it B II II
II )I it I! II II II
O
I it II II II II ► Q j
(I II II II II II (I 1 42' END TRUSS
li II II II II II )I
DRAWN BY: T . WILLIAMS
DA TE• 01119107
{ li II II II II I CHECKED BKv B . LONG
O II II II II I[ II II O � r -r' -,
II II it II II II II . j ; I DATE: 01 /22 / 07
II II II II )I it fi I : I • REVISED DA rE�
11 I) II II I) I I I • i 10-20d R . S . NAILS REVISED DATE.,
I �I II II II I PER CONNECTION
zQ I) II (I II I) (I II < REVISED DATA
110 110 110 110 110 110 110 I 2-2x6 END COLUMN REVISED DATE.
II II II II II II II I EXTENSION
TRUSS BRACING PLAN was r red by undels�r • �
1 am duly cand al �c
2' 8' lays fthes to f _ e �
PRO NAL^
SCALE :
1 , 4' 161 l ••
TRUSS / BRACING PLAN LEGEND DETAIL # Ba . -o _I .� 4 . � l�f �, `li >,�
SCALE : 1 1 /2" = 1 '-0" � t � � pal 1 ; . 4 � �
42' S . C . TRUSSES @ 7 '-0" O .C . TYPICAL
2 - 2x6 DIAGONAL END BRACES APPROXIMATELY
7 '-0" O . C . TYPICAL
SCALE: AS NOTED
SHEET NO.
S2 0f S6
OFFICE:
JANESVILLE MN
JOB NO.
038-2W5
S L 1 1 - 1 1 - 1 S L 2 1 - 3 - 1 4 Robbins Engineerinc , Inc , / Online Plus°' APPROX , TRUSS YEIGHY: 561 . 9 LBS
0382945-R1 0 - N 0 , 52 14294 T 0 , 42 04 10 H# LOCK 3 , Ox 5 . 0 C. tr 0 . 1 0 , 39
HO 1 - 3 - 8 HO 1 - 3 - 8 N -M 0 . 52 14294 T 0 , 42 0 , 10 I LOCK 8 . Ox14 . 0 - 6 . 1 1 , 3 0 , 96 o
SL 7 - 9 - 14 4 - 6 - 0 4 - 6 - 0 4 - 6 - 0 4 - 6 - 0 4 - 6 - 0 4 - 6 - 0 7 - 9 - 14 online Plus - ~ Version 20 . 0 . 010 M -L 0 . 63 16706 T 0 . 49 0 . 14 I LOCK 8 . Ox14 , 0 - 2 . 1 0 , 3 0 , 91
RUN DATE : 18 - JAN - 47 L - K 0 , 68 16707 T 0 . 49 0 . 19 R LOCK 5 , Ox 760 ctr Ctr OA3 Sv
EP 7 - 7 -- 14 12 - 0 - 12 16 - 5 - 10 20 - 10 - 8 25 -- 3 - 6 29 - 8 - 4 34 - 1 - 2 41 - 9 - 0 K - J o . 9e 1863o T o . 54 0 . 44 Q LOCK 6 . ox 9 . 0 0 . 3 Ctr o . 63 C6
TC 7 - 7 - 14 4 - 4 - 14 4 - 4 - 14 4 - 4 - 14 4 - 4 - 14 4 - 4 - 14 4 - 4 - 14 7 - 7 - 14 CSI - Size - - - -Lwnber- - - - J - I 0 , 96 17951 T 0 , 52 0 . 44 P R18H 12 . 0x16 , 0 Ctr 0 , 4 0 , 64 �- -� N
o•
TO 0 , 90 2x12 sP - 2252 - - - - - - - - - - - - - webs - - - - _ - - - - - - - - a# LOCK 6 , 0x 9 . 0 0 . 3 0 , 5 0 . 79 �, �
018G - RL8H - 12x16 II BC 0 . 98 2x12 SP - 2252 B - R 0 . 03 396 C N # LOCK 3 . Ox 5 . 0 Ctr Ctr 0 . 55
WB 0 . 48 2x 4 SP - 01 R - C 0 . 22 876 C ti# LOCK 6 . Ox 9 . 0 - 0 , 3 0 , 5 0 . 79
5 x 7 = - Q 0 . 13 1280 C L RLM 12 . 0x16 . o Ctr 0 . 4 0 . 63 CO
-� 12x12 . 12x12 = Brace truss as follows : Q - D O . 37 2398 T K LOCK 6 . Ox 9 , 0 - 0 . 3 Ctr 0 . 63
' � 5 I 2rF O . C . From To D - 0 0 . 32 2339 C J LOCK 5 . Ox 7 . 0 Ctr Ctr 0 . 93
# 3x5 � 1 C - -- G # 3x51 / TC 2 - O - 0 0 - 0 - fl 41- 9 - 0 O -E 0 . 48 3478 T
Z
8x144 �```' 8x14 = BC 7 - 6 - 0 0 - 0 - 0 41- 9 - 0 N - �
E 0 . 10 677 T # = Plate 1•ionitor used Z
T1 B W6 H T4 E -M 0 . 40 3070 T l O
5 - 7 - 11 8 x 14 _ W7 W 9 � 2 . 5 8 x 1 4 = Loading Live Dead (psf) 14 - F 0 . 32 2339 C REFER To ROBBINS ENG , GENERAL �•"✓
A 2 . 5 �- W WS G8 11 �- , ` TO 38 . 0 4 . 0 F - K 0 . 37 2398 T NOTES AND SYMBOLS SHEET FOR
4 - 8 - 3 3 W10 W12 BC 000 2 . 0 K - G 0 . 13 1200 C ADDITIONAL SPECIFICATIONS ,
Total 38 . 0 6 , 0 44 . 0 G - J 0 . 22 876 C w
�- Spacing MO ,, J - H 0 . 03 396 C NOTES :
Lumber Duration Factor , 15 Trusses Manufactured by : � )
R Q 0 N B2 1. fflrSeS`% Sweep
M K B3 J Plate Duration Factor 1 , 15 TL Defl - 1 . 19 ° in M - L L / 410 Morton Buildings , Inc .
TO Fb= 1 . 00 Fc= 1 , 00 Ft=1 , 40 LL Defl - 1 . 03 " in Ill - L L / 476 Analysis Conforms To : L 4 f
R • 6429 5x7 - # 6x9 = 06x9 = 43x5ll # 6x9 = L # 6x9 = 5x7 = BC Fb= 1 . 00 Fc= 1 , 00 Ft= 1 , a0 Hz Disp LL DL TL ANSI /TPI 95 & 02
• R ; 6 4 2 9 tit I O , 23 " 00041, 0 , 271, Prevent truss rotation at. all
P Jt React Uplft Size Reg ' d Shear (/ Grain in A - B 0 , 51 bearing locations .
# 18 G - RL 8 H - 12 x 16 = Lbs Lbs In- Sx In- Sx Truss is designed for no
# 18 G - RL 8 H - 12x 16 = A 6430 0 5 - 8 5 - 5 Plates for each ply each face . ceiling load .
I 6430 0 5 - 8 5 - 5 PLATING CONFORMS TO TPI , NOTE : USER 1410DIFIED PLATES
PLATE VALUES PER ROHBIHS ENG , This design may have plates �/•1 g
BC 4 4 - 7 - 1 3 0 511 r� 310 01 310 01 ro 3 0 511 4 - 7 - 1. 7 -- 10 - 4 Membr CST P Lbs Axl - CSI - Bnd ICC - ES NER- 691 �- II = ` '` _ ;
selected through a plate
E P 7 - 10 - 4 12 - 5 - 5 151100 cm 201008 240809 cxD 290311 3 3 - 10 - 12 41 - 9 - 0 - _ _ - - _ - - - _ Top Chords ^ - - - - - - - - - GRIP VALUES BASED On SP monitor . -- . -- � _ -
SL 7 - 10 - 4 4 - rd� �
7 - 1 30511 c 30511 4 - 7 - 1 7 -& 10 -- 4 A - B 0 , 87 18463 C 0 , 33 0954 USING GROSS AREA TEST , Max comp . force 18864 Lbs z
CX7 CD"-1 B - C 0 . 90 18209 C 0 , 33 0 , 57 Plate - LOCK 20 Gat Gross Area Quality Control Factor 1 . 00
C - D 0 . 67 18864 C 0 . 36 0 . 31 Plate - RHS 20 Ga , Gross Area '""'� W
- - D - E 0 , 47 16698 C 0 , 28 0 , 19 Plate - RL8H 20 Ga , Gross Area < _
Q �...
E - F 0 . 47 16698 C 0 . 28 0 . 19 Jt Type Plt Size X Y JSI -+ ~
ISSS%4 ' 0 F - G 0 , 67 18864 C O . 36 0 , 31 A LOCK 8 . Ox14 . 0 6 . 1 1 . 3 0 . 96 O "* A4
G - H 0 . 90 18209 C 0 . 33 0 . 57 A LOCK 8 . Oxl4 . 0 2 . 1 0 . 3 0 . 91 ,
H - I 0 . 87 18463 C 0 . 33 0 , 54 B # LOCK 3 , Ox 5 , 0 Ctr 0 . 1 0 . 39 CL
42 ' S . C . TRUSS - - - - _ - `
C LOCK 12 . Ox12 , 0 - 0 , 6 2 , 7 0 . 51
"
A - R 0 , 96 17951 T 0 . 52 0 . 44 D LOCK 5 . Ox 7 . 0 Ctr Ctr 0 . 90
SCALE : 1 /2 = 1 -0 R - Q O . 98 18630 T O , 54 O , 44 E R18H 12 . 0xl6 . 0 Ctr 2 . 2 0 . 58 �O
-...,�
Q - P 0 . 68 16707 T 0 . 49 0 , 19 F LOCK 5 . Ox 7 . 0 Ctr Ctr 0 , 98 ( ' 1
P - O 0 . 63 16706 T 0 . 49 0 . 19 G LOCK 12 . 0x12 . 0 0 , 6 2 . 7 0 , 51 � Z
Robbins Engine ad no, Inc.O]Nine PlusTM01995SMOBVerslon27A.010Engineedng - Portrait 11t8P-00711 :1O31AM Page t V' O
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DRAWN 8Y; T . WILLIAMS
DATE: 01 / 19 /07
CHECKED BY: B . LONG
DATE.* 01 /22 /07
REVISED DATE.'
REVISED DATE:
REVISED DA TE-
REVISED DATE:
r .yy : nr y th t h plan, sperms ` r. r` F.
spared by a t ldar 1 0
tl1> t ! a a duly n d Pr �tal E r"r
i1e la of fhe s #e 4 faq �,
�Na�D '
R S ANAL
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SCALE.* AS NOTED
SHEET NO.
S 3 OF S 6
TOFF( 710E,* SILLE , MN
LJOBNO. ��02945
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2 1 / 2 T# 16 GABLE TRIM //`` ���� M"nn/�"�/�-'�^'= �
I4 f•f.w�`•3 '�.
T# 144 FASCIA TRIM `4 $
HI-RIB STEEL a Q " °
HI - RIB STEEL J
T# 21 CORNER TRIM <i
T # 21 CORNER TRIM O
T# 167 TRANSITION TRIM i# 167 TRANSITION TRIM
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HI - RIB STEEL WAINSCOT /
T# 21 CORNER TRIM
HI - RIB STEEL WAINSCOT
T# 21 CORNER TRIM
T # 167 BASE TRIM T # 167 BASE TRIM
F '
NORTHEAST ELEVATION Q o
SOUTHEAST ELEVATION Q g
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VENT-A- RIDGE Z
12 T4116 GABLE TRIM ® w
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N
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T # 144 FASCIA TRIM
HI-RIB STEEL HI- RIB STEEL _..J
T421 CORNER TRIM T # 21 CORNER TRIM
T# 167 TRANSITION TRIM T# 167 TRANSITION TRIM
T # 21 CORNER TRIM RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T # 167 BASE TRIM T # 21 CORNER TRIMT # 167 BASE TRIM
Kv T .
3 '-6" 16 ' -8 1 / 4" 14'-0" 14'-0" DRAWN B WILLIAMS 7 `-9 3 /4" —
ell ell I w 441 Pi DATE: 01 / 19 /07
NORTHWEST ELEVATION CHECKED BY: B . LONG
N N N Ln DATE.? Ol /22 /07
0 M REVISED DATED
SOUTHWEST ELEVATION
REV'SE° °ATE
REVISELDA
REVISE
L�i� rythat is a , stl��i�icus��, , �
> vas eared by m or der my
, f
t { a a du! L' se ,Y
tie of the sta � _. °a�
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MNA
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NOTE : . f4 �
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DOOR AND WINDOW LOCATIONS ARE TAKEN
2 '
a '
FROM THE EXTERIOR FACE OF THE NAILERS AND ARE SCALE :
TO THE CENTER OF THE DOOR AND WINDOW UNITS . 1 ' 4' 16'
SCALE.' AS NOTED
VERIFY ALL LOCATIONS WITH THE OWNER .
SHEET NO.S4 OF S6
OFFICE:
JANESVILLE , MN
KYNAR HI - RIB STEEL
JOB NO.
T# 16 GABLE TRIM 2x4 PURLINS @ 21 " O . C . ( 4 ) 0 , 135" x 2 1 / 4" R . W . NAILS OR 038-2945
` ( NO . 2 SPF) 16d R . S . NAILS
�j
2x6 FASCIA
KYNAR HI - RIB STEEL __�
2x4 PURLINS @ 2i " O . C . T # 194 TRIM / / ( 1 ) 20d R . S . NAIL THROUGH STRAP 0
SOFFIT & INTO BRACE
( NO . 2 SPF ) i 2 ' END BRACE STRAP W / PRE- PUNCHED
HI - RIB /SOFFIT CAP TRIM i HOLES ( BEND TO FIT ) FASTENED W/ �
INSULATION STOP / � '' ( 3 ) 0 . 140" x 1 1 / 2" R .S . NAILS
AIR DEFLECTOR 12 42' END TRUSS 0
2x4 BEV . PURLIN 2 1 /2 (�--� 2x6 DIAGONAL BRACING FASTENED �--- 04
i LOU
FILLER STRIP ( 2 ) 2x6 E . E C . . TO COLUMN W / ( 4 ) l 6d R . S . NAILS
.� � �•
42 ' S . C . TRUSS
2x6 BEV . FASCIA -- -__ _ o KYNAR HI - RIB STEEL w
V Z
3:42 ' S . C . TRUSS
T # 144 & 146 FASCIA TRIM °-
SOFFIT
HI - RIB /SOFFIT CAP '— R -38 BLOWN -IN INSULATION
4 MIL VAPOR RETARDER
HIwRIB STEEL
2x6 OVERHANG NAILER INTERIOR HI - T #
RIB STEEL 11 & T136 rl00000w
( 2 ) 1 /2 x5 1 /2" M . BOLTS & I 2x4 TOP BLOCK 8 T# l 1
d i
(8 ) 20d R . S . NAILS
QO
FIBERGLASS INSULATION UTILIZED 2x4 STRIPPING
AS FIRE BLOCK AS ALLOWED IN a
IBC SECTION 716 . 2 . 1 3-2x6 LAMINATED COLUMN
( 2 ) ROWS 2x4 NAILERS
;l
KYNAR HI- RIB STEEL
( 2100 MSR SPF ) ® TRUSS IN COLUMN Z _
SADDLE `
( 2 ) ROWS 2x4 NAILERS a LI
- fy, ' '`
6" BLANKET INSULATION W / LAMINATED COLUMN ( 2100 MSR SPF )
4 MIL VAPOR RETARDER / `t
1 1 '-4 s,� 6 s
r c)z
GRADE TO HEEL INTERIOR HI- RIB STEEL NOTE : s� o O
x toll' Lou
3- 2x6 LAMINATED LMIO�'Wy
2x2 VERTICAL BLOCKING THIS SECTION IS THE SAME AS sir
AT COLUMN LOCATION it COLUMN t . .
SECTION "A ' EXCEPT FOR s`� \ 22 1 NAILSin
�--- u)
T # 167 TRANSITION TRIM THE ITEMS AS NOTED , r ter 18 NrNILS ,Q
2x6 NAILER s ,r� 40 1 NAILS TOTAL
KYNAR HI- RIB STEEL WAINSCOT L - d—j Z
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FOOtO
It 00
T4167 BASE TRIM WA-CAP TRIM PROTECTOR o"EstsegOµ 0
00 ( 1 ) ROW 2x8 TREATED SPLASHBOARD EE J c C
2x4 NON -TREATED BASEBOARD a
1 1 /2"xl " BLOCK & T# 109 BASE TRIM INTERIOR '� Ox
22" LOWEST 4" CONCRETE FLOOR ♦ cc It
MEMBER CUT-OFF 4' WIDE R- 1 1 PERIMETER INSULATION * p
. • EXTERIOR � o
a , a ,
l • Nf; IL KEY
y. . c . , . . .•4 a d �r'> Z
FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE ♦ 4 # 0. 148" x 4" ( 20d ) Nf-, iLS C r y
2x6 TREATED BOTTOM PLATE a 0 . 131 " x 3-3 /4" ( 20o ) SMOOTH SHANK GUN NAILS
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CONCRETE FLOOR NOTES FINISH GRADE _ ri
1 , I3500PSI, 51 /2BAGMIXCONCRETE, 3 2x6 COLUMN SPLICE FASTENING DETAIL
2 , 1 REINFORCING : 6x6- I0x10 WWM.
4 '-0" 3, 1 SLOPE GRADE AWAY FROM BUILDING @ I " PER SCALE : 1 /2" = t
FOOT FOR A MINIMUM DISTANCE OF 10' PLUS
OVERHANG WIDTH .
4. i WHEN A VAPOR RETARDER IS PROVIDED, PLACE A �
MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON
6" LONGER LOWER TOP OF A MINIMUM a" COMPACTED GRANULAR BASE -�- -�
AND DIRECTLY BELOW THE CONCRETE FLOOR. ^'
230M ( 14 GA . ) COLUMN STILT
_ Q ' 13" THICK MINIMUM READI- MIX CONCRETE 218M COLUMN STILT
BELOW BOTTOM OF LOWER COLUMN WITH
NOTE : ADDITIONAL READI- MIX TO TOP OF 230M STILT ( 9 "± ) . 8" THICK MINIMUM READI-MIX CONCRETE
FOOTINGS ARE DESIGNED FOR A 4 ` PLACE CONCRETE BELOW AND ABOVE BOTTOM BELOW BOTTOM OF LOWER COLUMN W ! ------
2000 PSF SOIL BEARING CAPACITY , lio OF LOWER COLUMN IN ONE OPERATION . AN ADDITIONAL MINIMUM OF 8" READI -MIX DRAWN BY: T . WILLIAMS
LOCAL CONDITIONS MAY REQUIRE �� 30 160 ABOVE . PLACE CONCRETE AND LOWER DATE: 01 / 19 /07
MODIFICATIONS . COLUMN IN ONE OPERATION .
CHECKED BY: B . LONG
SIDEWALL SECTION A ENDWALL SECTION B DATE: 01 /22/07
SCALE : 1 /2" = 1 '-0" 3-2x6 LAMINATED COLUMN SCALE : 1 / 2" = 1 '-0" REVISED DATE.•
1 1 /4"xl 1 /4"xi 4 GA . SUPPORT ANGLE
FASTENED TO COLUMN AT EACH
REVISED DATE:
CORNER WITH ( 3) . 148"0 x 2" REVISED DATE:
STAINLESS NAILS . ( 12 TOTAL NAILS
PER COLUMN ) REVISED DATE
14 GA . CHANNEL WITH 1 /4" PLATED
RIVET TO SUPPORT ANGLE
UNDISTURBED SOIL .ius -�' L fsifytNe 11'ht plan, ve ftlit Akft ii
STILT NOTES NOTE : was prepared by oy of ,0i
p IDENTIFIES ITEMS THAT ARE NOT PROVIDED a duly U ' InEin 0*40
BY MORTON BUILDINGS , INC . OR MQRTON ft Of j}ft
1 . INSTALL PRESSURE TREATED BUILDINGS ' SUBCONTRACTORS AND ARE THE 8AL:
OWNER 'S RESPONSIBILITY .
LOWER COLUMN WITH STILT IN � €
THE AUGURED HOLE . ' Date o
At
2 . POUR MINIMUM THICKNESS OFIt
_ READI- MIX CONCRETE INTO THE
HOLE AS SPECIFIED ,
3 . BACKFILL AND COMPACT THE
ANNULAR SPACE AROUND THE SCALE: AS NOTED
STILT ISOMETRIC COLUMN TO GRADE WITH SOIL SHEET NO,
AUGURED FROM THE SITE ,
S 5 of S 6
rOFFICE.9
JANESVILLE , MN
JOB NO.
( 1 ) 60d R . S . NAIL IN PRE-DRILLED HOLE 038-2945
( 4) 1 1 /2" R . S . NAILS INTO TRUSS
2x4 PURLIN CUT TO FIT
BETWEEN OVERHANG FRAMES
6" MESH
( 2 ) 1 1 /2"x16" LVL o
HEADERS ( 2800fb ) 12
NOTCH OVERHANG FRAME AROUND BEAM 2 1 / 2 _,, N
2 ' END BRACE STRAP ( ONE SIDE ONLY ) 3" 0%
( 4 ) 1 1 / 2" R . S . NAILS INTO OVERHANG RAFTER o
2x4 PURLIN ( CENTERED ) m
2x8 NAILER
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TOE NAIL 1 ) 1 bd a•.-/ M
NAIL OTHER SIDE
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2x4 TOP BLOCK & T # 11 / 136 42 ' S . C . TRUSSa j
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2x8 HEADER f 1
2-2x6 VERTICAL BLOCKS @ 4 '-0" O . C . 334L TRUSS HANGER
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2x6 NAILER W/ ( 14 ) 1 1 /2" R . S . NAILS [�
2x6 BLOCK & ( 1 ) 1 /2"x2 1 /2" M . BOLT
2x6 RIPPED TO FIT
T # 124 FLAT STEEL
T# 129 2x10 HEADER
2x2 BLOCK T # 15 TRIM ( or)
7 # i 51 4 O . H . D . 1 z -e .. 1 i "Y
ALUMASEAL ': 5 f}
T# 154
T # 152 10'-2" Lu
2x3 JAMB ( BEYOND ; T # 105 GRADE TO BOTTOM Q
BOTTOM 2 ' TREATED ) OF 2x6 BLOCK
( 3 ) 2x6 LAMINATED COLUMN ( BEYOND ) O
WITH AN ADDITIONAL 2x6 TREATED 2x6 BLOCK ( BEYOND ;
LAMINATE FOR HEADER SUPPORT BOTTOM 2' TREATED ) `�- �._ LO
NOTE : %40
NOTE : O H D HEADER SECTION C OHD OPENING IS 3" BIGGER
J
NAIL 2x8 HEADER TO BEAM THAN NORMAL FOR ADD ' L LAM . �' ,� �`, z
WITH 20d GUN NAILS 8" O . C . SCALE : 1 " = 1 ' -0" FOR HEADER SUPPORT . /
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BEAM HANGER t,;
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( 2 ) 1 1 /2"x16" L . V . L. DRAWN BY: T . WILLIAMS
HEADERS DATE: 01 / 19 /07
(3 ) 1 /2 x5 1 /2" M . BOLTS CHECKED BY.' B . LONG
DATE: 01 /22/07
(3 ) 1 /2 x5 1 / 2" M . BOLTS REVISED DATE:
REVISED DATE.•
2x3 JAMB 2x3 JAMB
CUT TREATED LAMINATE
REVISED DATE.'
OFF AT BEAM HEIGHT REVISED DATE.•
INSIDE VIEW OUTSIDE VIEW ----
.< �-ist tha tNa an, 5pecj 2l c rt'. of mygrt
was prepared by n a or der,ty
* NOTE : VIEWS ARE SHOWN WITHOUT OVERHANGS ) U n Ert1r ��
1 1 / 2 x1 6 " L . V . L . BEAM JAMB DETAILS �" s S � °f e � ��E�`SE� •e
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1 / .
SCALE.• AS NOTED
SHEET NO,
Sb OF S6