HomeMy WebLinkAbout2006-P09551 - new structure PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: P09551
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued: 3/22/2006
SITE ADDRESS: 1200 Old Crystal Bay Rd S Unit#
Wayzata,MN 55391
PID: 09-117-23-13-0007
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 101
Permit Class: Building
Permit Type: New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Well(state)Electrical(state)
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 9,640.75 Valuation: $ 2,280,000.00
Plan Review Fee: $ 6,266.49
State Surcharge Fee: $ 990.00
TOTAL FEE: $ 16,897.24
APPLICANT: Steiner&Koppelman OWNER: Dean&Kelly Leischow
18340 Minnetonka Blvd 2245 Platwood Rd
Deephaven,MN 55391 Minnetonka,MN 55305
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.
04."--444 z•-7
0 'eY1Z—)
APPLICANT PERMITEE SIGNATURE ISSUED BY S GNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
Total Fee: $ /6, 97. Z`f Date Received: A6616
Entered By: 4¢I- Permit#:
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR
JOB SITE ADDRESS: I 2.0.o 0L-0 c42-/S 'b* g 044 P-0 S. ZIP: SS 3°I 1
Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home?
❑Yes If yes,a special event permit is required with Police Department and City Council approval
60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates
sufficient on-site parking is available. Non permitted events will not be allowed.
NAME OF OWNER: DOW 4MO)cL t_Y LE—is c PHONE: (home)752...-S4(-78/S
(work)
MAILING ADDRESS: 224 S P(/I-rw000 Ro CITY: /1/Ai-? 4 ZIP:55-3 0 S-
CONTRACTOR: S 77n/IrYL Ate, k,App nen/ PHONE: 9s"z 4 73- S 4 3 s
CONTACT PERSON: 7"/M og D4.VE MOBILE/PAGER: 61-2- 4/4- 67 2¢,
MAILING ADDRESS: /8340 Qts/C2 CITY: (tVj4*/2ii-7/t ZIP: 53-39/
STATE LICENSE: # X72/ EXPIRATION DATE: 1tMe t l S1" 20o 7
ARCHITECT/ENGINEER: r5/�ctctiE C477 fre.—6,)t//7. PHONE:b 2 2 9 6 75 7S
MAILING ADDRESS: 20/21 N014W apt 1A/ 51.- CITY: /%1 N/'k6t ZIP:3":5-3.9
S'
NAME: /?cYL- 6---sputcf6S a REGISTRATION: #
TYPE OF WORK: New Home X Addition Accessory Structure
Move Home Remodel/Alteration(ie: Siding,Windows)
PROPOSED WORK(describe in detail): ht ✓s/.4I t.Q rem t Li p-C--3/piAft4 G✓'JTZ
A77-4Yr�Gvc'v
STORIES: 2 SQ.FEET OF EACH FLOOR: Mt =SS°O, UG.= 4/70
NO. OF BEDROOMS: S GARAGE STALLS: ATTACHED 4- DETACHED
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 2../2.643 COO
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: DATE: 2a)6
� 4
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd.1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2.Information required to be given individual.An individual asked to supply private or confidential data concerning himself shall be
informed of (a)the purpose and intended use of the requested data within the coUecting state agency,political subdivision,or statewide system;(b)
whether he may refuse oris 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 otherpersons or entities authorized by state orfederal law to receive the data.This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue may place the notis eauired under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd.3.Access to data by individual.Upon request to a responsible authority,an individual shall be infommedwhether he is the subject of
stored data on individuals,and whether it is classified as public,private or confidential—Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and
meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created.The
responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4.Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data
concerning himself:To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.The
responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct.Data in
dispute shall be disclosed only if the individual.s statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S.13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve,some information may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
First Middle Last
(NO /Aro (2..r7 "
Address
M I rtAdv 9✓ ---- M n/ 5-53 0.) f/2 al-7X-75—
City State Zip Phone
I understand my '� � s ,;s��� abov
Signature
32
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: (Zoo oc.n ca isr vF - 4,Ay 40+40
PID:
DESCRIPTION OF WORK: N j. es-
ZONING REVIEW BY: <Rys DATE APPROVED: 3-r). t
BUILDING REVIEW BY: /. CQ - DATE APPROVED: 3-1-7
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ,/ No
PLAN REVIEW Yes No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No WATER CONNECTION
INVESTIGATION FEE Yes No ✓ PARK FEE
SAC Yes No 1/ SITEINSPECTION
Number of SAC.Units (, s / F .y- 20 o OTHER (specify)
ZONING CHECK LIST Zoning District:
Fire Department: Post Office: School District: •
Lot Area: Sq.ft. 110,43 0 Acres 2.5`{ Width 2eP'. Y? Depth
Survey Submitted: Yes pc No Date of Survey: t Z•to-C S
•
Proposed Setbacks:
Front(Lake): 10,.s Right Side: 27 '1-a p°'i
Rear(Street): 13i.2 Left Side: t 18.3
too •fo ( isr?� 6
Adjacent Structures: Zo 1-• 0.20 etland: N(t4
7,10 +o Pool ho..y..
Building Height: Def. Hgt. 30 Peak Hgt. 39
Lot Coverage: 1 .°t oto
•
Grading: Staff Approval Date: PPNpt By: -7.‘c. Council Approval Date:
Septic: Staff Approval Date: 52--.e - By:
Zoning File: # — Resolution: # Resolution Date:
Shoreland District: •e.)
Avg. Setback:' N rq Bluff Setback: N II4 Lot Coverage: Al/t4
Existing Proposed
Hardcover: 0-75' 4crk
75-250'
250-500'
500-1000' 22.07
Hardcover Variance Required: Yes No ,( Date of Council Approval:
REMARKS (in house):
BUILDING REVIEW CHECK LIST
UBC: (2*3 CONSTRUCTION TYPE: NN
Sq Footage $Per Sq Ftg
Basement • x
1st Floor x
2nd Floor x
Garage x =
x =
TOTAL
Estimated Construction Value: $ 2,2' O,ioa
Inspections Required: Work Requiring Separate Permits:
Site d( Plumbing Fire
Hardcover Removal of Mechanical Water Connection
e Footing Septic Sewer Connection
,x Framing X Fireplace pc Lawn Irrigation
a Insulation (Masonry) Other
AWall Board (Mfg.) pc Well (State Permit)
Final Grading/Filling DC Electrical (State Permit)
Other
REMARKS (IN HOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By: •
REMARKS (TO BE NOTED ON PERMIT):
8
M URONO COPY
Permit Number
REScheck Compliance Certificate Checked By/Date
2000 Minnesota Energy Code
REScheckSoftware Version 3.5 Release le
Data filename: Untitled.rck
PROJECT TITLE: Single Family Residence with attached Garage
COUNTY: Hennepin
STATE:Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 01/16/06
DATE OF PLANS: 11 January 2006
PROJECT DESCRIPTION:
Leischow Residence
1200 Old Crystal Bay Road
Orono,MN 55391
DESIGNER/CONTRACTOR:
Eskuche Creative Group
Peter Eskuche
612-296-7575
COMPLIANCE: Passes
Maximum UA=2316
Your Home UA= 1567
32.3%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Upper Level Ceiling: Flat Ceiling or Scissor Truss 5073 40.0 38.0 71
Main Level Ceiling: Flat Ceiling or Scissor Truss 1629 40.0 38.0 23
Garage Ceiling:Flat Ceiling or Scissor Truss 331 40.0 38.0 5
Exterior Wall Area: Wood Frame, 16"o.c. 10155 22.0 6.5 356
Window 1:Above-Grade:Metal Frame:Triple Pane with Low-E 1407 0.340 478
Door 1: Glass 471 0.330 155
Fnd. Wall Area:
Solid Concrete or Masonry:Exterior Insulation 4192 0.0 11.0 432
Garage Wall Area: Wood Frame, 16"o.c. 1090 22.0 6.5 47
Furnace 1: Forced Hot Air,93 AFUE
Furnace 2:Forced Hot Air,93 AFUE
Furnace 3: Forced Hot Air,93 AFUE
Air Conditioner 1: Electric Central Air, 13 SEER
Air Conditioner 2:Electric Central Air, 13 SEER
Air Conditioner 3:Electric Central Air, 13 SEER
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.337 0.370
Includes Foundation Windows>5.6 ft2
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota
Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECcheck)and to comply with the mandatory
requirements listed in the RESchecklnspection Checklist.
Builder/Designer Date
Page 1 �P.✓�r� ' (./4 �s✓),J (174 54
a
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER ORUNO
JOB ID: COPY
STATE: MN CODE: ICBO
PRODUCT: 3-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E 00 MOT--
MI
J!Ml
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97 ei5
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES . YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 28 . 000 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
11 . 000 '
TOTAL SPAN: 11 . 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE FIRST TWO PLIES,
AS REQUIRED, WITH 2 ROWS OF 16d COMMON NAILS STAGGERED AT
6 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS .
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP FLOOR 770 PLF 0 . 000 ' 5. 500 '
+UNIF LIVE TOP FLOOR 560 PLF 0 . 000 ' 11 . 000 '
UNIF TOTAL TOP FLOOR 558 PLF 5. 500 ' 11 . 000 '
+UNIF DEAD TOP FLOOR 228 PLF 0 . 000 ' 11 . 000 '
UNIF DEAD TOP FLOOR 120 PLF 0 . 000 ' 11 . 000 '
sr€x S e A �isasns
Page 2
CONC TOTAL TOP FLOOR 875 LBS 5. 500'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 25243 FT-LBS SHEAR = 9205 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 9374 BRG#2 : 8791
REQUIRED BEARING SIZES (IN)
BRG#1 : 2 . 75 BRG#2: 2 . 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN)
1 DEAD 238 . 6 5. 5 2 .50
1 LIVE 636. 4 5. 5 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 .240 0.360 539 0 .359 0.539 360
MAXIMUM STRESS INDICES: MSI = 0. 832 VSI = 0.764
SLENDERNESS RATIO = 2 .26 LIMIT = 10 . 0
Page 1 Grew a0Cri.
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 .750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 10. 000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1 SPAN 2 SPAN 3
7 . 500 ' 6. 000' 7 . 500 '
TOTAL SPAN: 21 . 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 200 PLF 0. 000' 21 . 000 '
UNIF DEAD TOP FLOOR 120 PLF 0. 000 ' 21 . 000 '
+UNIF DEAD TOP FLOOR 85 PLF 0. 000' 21 . 000 '
UNIF TOTAL TOP FLOOR 55 PLF 0 . 000 ' 21 . 000'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 2408 FT-LBS SHEAR = 2033 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#l : 1479 BRG#2 : 3628 BRG#3 : 3628 BRG#4 : 1479
Page 2
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 3. 50 BRG#3: 3. 50 BRG#4 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 024 0.243 3647 0. 042 0. 365 2104
2 -0. 012 0 . 190 6012 -0. 016 0.285 4582
3 0. 024 0.243 3706 0 . 042 0. 365 2128
MAXIMUM STRESS INDICES: MSI = 0. 186 VSI = 0.312
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 4-PLY 1 . 750" X 16. 000" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 21 . 000 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
16. 500'
TOTAL SPAN: 16. 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE FIRST TWO PLIES,
AS REQUIRED, WITH 3 ROWS OF 16d COMMON NAILS STAGGERED AT
6. 00" C/C.
*** BOLT THE PLIES USING 2 ROWS OF 1/2" DIAMETER BOLTS SPACED 24" C/C.
STAGGER ROWS AND MAINTAIN 3" MINIMUM EDGE DISTANCE TO BOLT HOLES.
BOLTS TO BE A NEAT FIT IN BOLT HOLES WITH FLAT WASHERS ON EACH
FACE.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
Page 2
UNIF TOTAL TOP ROOF 770 PLF 0. 000' 2 . 000 '
UNIF TOTAL TOP ROOF 770 PLF 12 . 000' 16.500 '
+UNIF LIVE TOP FLOOR 420 PLF 0. 000' 16. 500 '
UNIF TOTAL TOP FLOOR 344 PLF 0. 000' 2 . 000'
+UNIF DEAD TOP FLOOR 190 PLF 0. 000' 16. 500'
UNIF TOTAL TOP FLOOR 179 PLF 12 . 000' 16.500 '
UNIF TOTAL TOP FLOOR 83 PLF 0. 000' 16. 500'
UNIF DEAD TOP FLOOR 200 PLF 0. 000' 2 . 000'
UNIF DEAD TOP FLOOR 200 PLF 12 . 000' 16. 500 '
CONC TOTAL TOP FLOOR 9374 LBS 2 . 000'
CONC TOTAL TOP FLOOR 8791 LBS 12 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 58853 FT-LBS SHEAR = 19207 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 19523 BRG#2 : 17868
REQUIRED BEARING SIZES (IN)
BRG#1 : 3 . 75 BRG#2 : 3. 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN)
1 DEAD 2556.5 2 . 0 2 . 50
1 DEAD 2397 . 5 12 . 0 2 . 50
1 LIVE 6817 .5 2 . 0 2 . 50
1 LIVE 6393 . 5 12 . 0 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 432 0 .540 450 0. 618 0. 810 315
MAXIMUM STRESS INDICES: MSI = 0. 802 VSI = 0 . 887
SLENDERNESS RATIO = 2 .29 LIMIT = 10. 0
Pa e 1 Foci a_e-C to ,R,9/, )
4
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 .750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 2 .000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
13. 000 '
TOTAL SPAN: 13. 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 40 PLF 0 . 000 ' 13 . 000 '
+UNIF DEAD TOP FLOOR 25 PLF 0. 000 ' 13 . 000 '
CONC TOTAL TOP FLOOR 847 LBS 7 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 3991 FT-LBS SHEAR = 876 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
Page 2
BRG#1 : 810 BRG#2 : 875
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 .50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN)
1 DEAD 231 . 0 7 . 0 2. 50
1 LIVE 616. 0 7 . 0 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 145 0. 429 1066 0.211 0. 644 731
MAXIMUM STRESS INDICES: MSI = 0. 308 VSI = 0. 136
SLENDERNESS RATIO = 2 . 71 LIMIT = 10 . 0
LPage 1 � '� �1�n`�' .�C-J
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 6.500' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
9. 000 '
TOTAL SPAN: 9. 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 130 PLF 0 . 000 ' 9. 000'
+UNIF DEAD TOP FLOOR 58 PLF 0 . 000 ' 9. 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 1854 FT-LBS SHEAR = 835 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 847 BRG#2 : 847
REQUIRED BEARING SIZES (IN)
Page 2
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 037 0.296 2896 0. 053 0. 444 2000
MAXIMUM STRESS INDICES: MSI = 0. 143 VSI = 0. 130
SLENDERNESS RATIO = 2 .71 LIMIT = 10. 0
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 1-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 18. 500' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
7 .500 '
TOTAL SPAN: 7 .50 FT
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 370 PLF 0. 000 ' 7 . 500 '
+UNIF DEAD TOP FLOOR 145 PLF 0. 000' 7 . 500'
UNIF DEAD TOP FLOOR 120 PLF 0 . 000 ' 7 . 500'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 4315 FT-LBS SHEAR = 2340 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 2380 BRG#2 : 2380
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 051 0.246 1731 0. 088 0. 369 1009
MAXIMUM STRESS INDICES: MSI = 0 . 427 VSI = 0. 583
Page 2
SLENDERNESS RATIO = 6. 79 LIMIT = 10. 0
J. .. . _ xikiCxc.t `- max '.
k1 /13r-ek1 -1-
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2. 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 31 . 000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
13. 000 '
TOTAL SPAN: 13 . 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 .00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 620 PLF 0. 000' 13 . 000 '
+UNIF DEAD TOP FLOOR 244 PLF 0 . 000' 13 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 17894 FT-LBS SHEAR = 5562 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 5619 BRG#2 : 5619
REQUIRED BEARING SIZES (IN)
Page 2
BRG#1: 1 .75 BRG#2 : 1 . 75
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 397 0.429 389 0. 554 0. 643 279
MAXIMUM STRESS INDICES: MSI = 0. 885 VSI = 0. 692
SLENDERNESS RATIO = 3 . 39 LIMIT = 10. 0
._`....Y:.r.sani,24. .'iUiiiku5^^.a z
P1A5-
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 13. 000 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
7 . 500 '
TOTAL SPAN: 7 . 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 825 PLF 0 . 000 ' 7 . 500 '
+UNIF LIVE TOP FLOOR 260 PLF 0. 000 ' 7 . 500 '
+UNIF DEAD TOP FLOOR 109 PLF 0. 000' 7 . 500 '
UNIF DEAD TOP FLOOR 80 PLF 0. 000 ' 7 . 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 8664 FT-LBS SHEAR = 4699 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 4779 BRG#2 : 4779
Page 2
REQUIRED BEARING SIZES (IN)
BRG#1: 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 059 0 .246 1490 0. 088 0. 369 1005
MAXIMUM STRESS INDICES: MSI = 0. 428 VSI = 0.585
SLENDERNESS RATIO = 3. 39 LIMIT = 10 . 0
.. .. .. ,.:. ..,...e a .a. .,_.... ..... s :47i63w41a14➢6MSe. :'Sl�ru�`r -.,a�:4ft_
Page 1 /A � -f
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBG
PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 .0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
40 15 23. 000 ' 0. 00 TOP L/240 L/180 15%
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
11 . 000 '
TOTAL SPAN: 11 . 00 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP ROOF 460 PLF 0. 000 ' 11 . 000 '
+UNIF DEAD TOP ROOF 182 PLF 0. 000' 11 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 9424 FT-LBS SHEAR = 3479 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 3531 BRG#2 : 3531
REQUIRED BEARING SIZES (IN)
BRG#1 : 2 . 00 BRG#2 : 2 . 00
Page 2
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0.289 0. 542 450 0.404 0.722 322
MAXIMUM STRESS INDICES: MSI = 0. 633 VSI = 0. 471
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
Page 1
�` - r V ,
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBG
PRODUCT: 1-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2. 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
40 15 6. 000 ' 0. 00 TOP L/240 L/180 15%
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
16. 500 '
TOTAL SPAN: 16.50 FT
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP ROOF 120 PLF 0. 000' 16. 500'
+UNIF DEAD TOP ROOF 51 PLF 0. 000 ' 16. 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 5643 FT-LBS SHEAR = 1389 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 1410 BRG#2 : 1410
REQUIRED BEARING SIZES (IN)
BRG#1 : 3 . 00 BRG#2 : 3 . 00
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 .391 0 . 813 499 0. 557 1 . 083 350
MAXIMUM STRESS INDICES: MSI = 0 . 485 VSI = 0 . 301
SLENDERNESS RATIO = 6. 79 LIMIT = 10. 0
Page 1 U
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 � .
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 .750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
40 15 27. 000 ' 0. 00 TOP L/240 L/180 15%
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
9.500'
TOTAL SPAN: 9. 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP ROOF 540 PLF 0 . 000 ' 9. 500 '
+UNIF DEAD TOP ROOF 212 PLF 0 . 000 ' 9. 500'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 8043 FT-LBS SHEAR = 3478 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 3572 BRG#2 : 3572
REQUIRED BEARING SIZES (IN)
BRG#1 : 3. 00 BRG#2: 3. 00
...._ .. .... - ..... .... ..,v.. .. ... .. ._ ..-ti riJ4:iA a............+.`31F1a7:`
Page 2
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 180 0. 463 616 0.251 0. 617 442
MAXIMUM STRESS INDICES: MSI = 0. 540 VSI = 0. 470
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
Page 1 PAJ-rzs
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 15. 000 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
7 . 500 '
TOTAL SPAN: 7 . 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 578 PLF 0 . 000' 7 .500'
+UNIF LIVE TOP FLOOR 300 PLF 0 . 000 ' 7 . 500 '
+UNIF DEAD TOP FLOOR 122 PLF 0. 000 ' 7 . 500 '
UNIF DEAD TOP FLOOR 120 PLF 0. 000 ' 7 . 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 7615 FT-LBS SHEAR = 4130 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#l : 4200 BRG#2 : 4200
Page 2
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 .097 0.246 911 0. 151 0 .369 586
MAXIMUM STRESS INDICES: MSI = 0. 588 VSI = 0. 642
SLENDERNESS RATIO = 2 .71 LIMIT = 10.0
�. . .. _ u.x.w«tff�saolea4i 'srAtFA3�l '
TZ5
Page 1
Ikt I� X rv,
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBG
PRODUCT: 1-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 2 . 000 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
15. 000'
TOTAL SPAN: 15. 00 FT
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 110 PLF 0. 000' 15. 000 '
UNIF DEAD TOP FLOOR 80 PLF 0. 000' 15. 000'
+UNIF LIVE TOP FLOOR 40 PLF 0. 000' 15. 000 '
+UNIF DEAD TOP FLOOR 21 PLF 0. 000' 15. 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 6941 FT-LBS SHEAR = 1866 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 1882 BRG#2 : 1882
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 .274 0. 496 651 0 . 574 0 . 744 311
Page 2
MAXIMUM STRESS INDICES: MSI = 0 . 686 VSI = 0. 465
SLENDERNESS RATIO = 6.79 LIMIT = 10. 0
Page 1 MetarkJurr' f�7
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 11 .875" GANG-LAM LVL 2950Fb 2. 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 30. 000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
5. 500'
TOTAL SPAN: 5. 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 908 PLF 0. 000 ' 2 .250 '
+UNIF LIVE TOP FLOOR 600 PLF 0. 000 ' 5. 500'
UNIF DEAD TOP FLOOR 240 PLF 0. 000 ' 5. 500'
+UNIF DEAD TOP FLOOR 237 PLF 0. 000' 5. 500'
CONC TOTAL TOP FLOOR 4383 LBS 2 . 250 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 10764 FT-LBS SHEAR = 7037 LBS
Page 2
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1: 7177 BRG#2 : 5172
REQUIRED BEARING SIZES (IN)
BRG#1 : 2 .25 BRG#2 : 1 . 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG(IN)
1 DEAD 1195. 4 2 . 3 2 .50
1 LIVE 3187. 6 2 . 3 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 034 0. 178 1907 0. 051 0.268 1256
MAXIMUM STRESS INDICES: MSI = 0.532 VSI = 0. 876
SLENDERNESS RATIO = 3. 39 LIMIT = 10 . 0
�ed roc) 443
Page 1 WirI _ (
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 /`� �
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
40 15 2 . 000' 0. 00 TOP L/240 L/180 15%
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
5. 500'
TOTAL SPAN: 5. 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 853 PLF 0 . 000 ' 1 . 500 '
+UNIF LIVE TOP ROOF 40 PLF 0. 000 ' 5. 500 '
+UNIF DEAD TOP ROOF 25 PLF 0 . 000' 5 . 500 '
CONC TOTAL TOP ROOF 4263 LBS 1 . 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 5424 FT-LBS SHEAR = 4348 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
Page 2
BRG#1 : 4383 BRG#2 : 1515
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN)
1 DEAD 1162 . 6 1 . 5 2 . 50
1 LIVE 3100 . 4 1 . 5 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 032 0.269 2002 0. 045 0. 358 1444
MAXIMUM STRESS INDICES: MSI = 0.364 VSI = 0. 588
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
Page 1
RJeoirooM a
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
40 15 1 . 000 ' 0. 00 TOP L/240 L/180 15%
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
8 . 500 '
TOTAL SPAN: 8 . 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 Xl X2
UNIF TOTAL TOP ROOF 908 PLF 0. 000 ' 3 . 500'
UNIF TOTAL TOP ROOF 110 PLF 3 . 500 ' 8 . 500 '
+UNIF LIVE TOP ROOF 20 PLF 0. 000' 8 . 500 '
+UNIF DEAD TOP ROOF 17 PLF 0. 000 ' 8 . 500 '
CONC TOTAL TOP ROOF 4263 LBS 3. 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 12650 FT-LBS SHEAR = 5306 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
Page 2
BRG#1 : 5350 BRG#2 : 2955
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) Xl (FT) MIN BRG(IN)
1 DEAD 1162 . 6 3. 5 2 . 50
1 LIVE 3100 . 4 3 . 5 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 197 0 . 419 509 0.274 0 . 558 367
MAXIMUM STRESS INDICES: MSI = 0. 850 VSI = 0. 718
SLENDERNESS RATIO = 2 .71 LIMIT = 10. 0
• 15Q i 113 54vra.
Page 1
9--00rn
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1 .750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 30. 000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
7 . 500 '
TOTAL SPAN: 7 . 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12. 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 600 PLF 0 . 000 ' 7 . 500 '
+UNIF DEAD TOP FLOOR 235 PLF 0. 000 ' 7 . 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 5674 FT-LBS SHEAR = 3077 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 3129 BRG#2 : 3129
REQUIRED BEARING SIZES (IN)
Page 2
BRG#1 : 1 . 50 BRG#2: 1 .50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0. 081 0.246 1093 0. 113 0. 369 786
MAXIMUM STRESS INDICES: MSI = 0. 438 VSI = 0. 479
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
r -f- eA c 1- ;r
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
* PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 13. 000 ' SIDE L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
8 . 000 '
TOTAL SPAN: 8 . 00 FT
CONNECTION
*** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12. 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE SIDE FLOOR 260 PLF 0. 000 ' 8 . 000 '
+UNIF DEAD SIDE FLOOR 107 PLF 0. 000 ' 8 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 2845 FT-LBS SHEAR = 1445 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 1468 BRG#2 : 1468
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
Page 2
1 0 . 046 0.262 2072 0.064 0. 394 1468
MAXIMUM STRESS INDICES: MSI = 0.220 VSI = 0.225
SLENDERNESS RATIO = 2 .71 LIMIT = 10. 0
Page 1 fat
A,,_-'1 PJ
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 51-u«o9"/,
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
* PRODUCT: 3-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 24 . 500 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
14 . 500 '
TOTAL SPAN: 14 . 50 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE FIRST TWO PLIES,
AS REQUIRED, WITH 2 ROWS OF 16d COMMON NAILS STAGGERED AT
6. 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 490 PLF 0. 000 ' 14 . 500 '
+UNIF DEAD TOP FLOOR 202 PLF 0. 000' 14 . 500 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 17864 FT-LBS SHEAR = 4971 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
Page 2
BRG#1 : 5014 BRG#2 : 5014
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 326 0.479 530 0. 460 0. 719 375
MAXIMUM STRESS INDICES: MSI = 0.589 VSI = 0.412
SLENDERNESS RATIO = 2 .26 LIMIT = 10. 0
,4 .
Page 1
fitru
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 '
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
* PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 18 . 500 ' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1 SPAN 2 SPAN 3
7 . 600 ' 6. 000' 7 . 500 '
TOTAL SPAN: 21 . 10 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
+UNIF LIVE TOP FLOOR 370 PLF 0. 000 ' 21 . 100 '
+UNIF DEAD TOP FLOOR 148 PLF 0. 000 ' 21 . 100 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 2869 FT-LBS SHEAR = 2334 LBS
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#l : 1710 BRG#2 : 4229 BRG#3 : 4183 BRG#4 : 1692
REQUIRED BEARING SIZES (IN)
Page 2
BRG#1 : 1 . 50 BRG#2 : 3. 50 BRG#3 : 3. 50 BRG#4 : 1 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 040 0.246 2288 0. 052 0 . 370 1729
2 -0. 019 0. 190 3836 -0. 021 0.285 3364
3 0 . 037 0.243 2396 0 . 049 0 . 365 1808
MAXIMUM STRESS INDICES: MSI = 0.222 VSI = 0. 356
SLENDERNESS RATIO = 2 .71 LIMIT = 10.0
Page 1
r -1' P0A o �aott
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: SCHERER BROTHERS LUMBER
JOB ID:
STATE: MN CODE: ICBO
PRODUCT: 2-PLY 1.750" X 9. 500" GANG-LAM LVL 2950Fb 2 . 0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
40 15 15. 000' TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
6.750 '
TOTAL SPAN: 6.75 FT
CONNECTION
*** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
*** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE
STAGGERED AT 12 . 00" C/C.
*** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL
PLIES.
*** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
SHAPE TYPE LOADING SOURCE W1 W2 X1 X2
UNIF TOTAL TOP ROOF 413 PLF 0 . 000 ' 2 . 000 '
+UNIF LIVE TOP FLOOR 300 PLF 0 . 000 ' 6. 750 '
+UNIF DEAD TOP FLOOR 122 PLF 0 . 000 ' 6. 750 '
UNIF DEAD TOP FLOOR 120 PLF 0. 000 ' 6. 750 '
CONC TOTAL TOP FLOOR 2167 LBS 4 . 500 '
CONC TOTAL TOP FLOOR 867 LBS 2 . 000 '
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT = 6643 FT-LBS SHEAR = 3797 LBS
Page 2
MAXIMUM SUPPORT REACTIONS (LBS)
BRG#1 : 3865 BRG#2 : 3653
REQUIRED BEARING SIZES (IN)
BRG#1 : 1 . 50 BRG#2 : 1 . 50
CONCENTRATED LOADS
SPAN TYPE W1 (LBS) X1 (FT) MIN BRG (IN)
1 DEAD 591 . 0 4 .5 2 . 50
1 DEAD 236. 5 2 . 0 2 . 50
1 LIVE 1576. 0 4 . 5 2 . 50
1 LIVE 630. 5 2 . 0 2 . 50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
1 0 . 070 0 .221 1131 0 . 108 0 . 331 736
MAXIMUM STRESS INDICES: MSI = 0. 513 VSI = 0. 591
SLENDERNESS RATIO = 2 . 71 LIMIT = 10. 0
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED 1 -01
ADDRESS t2-00 c—•9 C'5r,9t— 344i &O
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
141,1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q
OWN ERICONTRACTOR TO MEET YOU:_YES_NO
2 COMMENTS: 3.1c N .0"P (be° A-6
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C.1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
ElSTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contra o
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` T /exe TIME
CITY OF ORONO ./ CALLED IN C
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OWNER CONTR. (r"/ -LQI2 (i� ��
TELEPHONE NO. 9/ 9-O/
DESCRIPTION FOC'r//\%(',
LU• 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
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
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Lti 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL V 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED ?;30kvv1
PERMIT NO. f09 SJ/ COMPLETED
ADDRESS /dOO Q/Gr
OWNER CONTR. -577/ '.✓�e
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1U 01 FOOTING _ 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 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
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
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU:_YES NO
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✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ne t inspection 24 hours in advance. (952) 249-4600
Owner/Contrao ite:
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CITY OF ORONO CALLED IN
INSPECTIONTIC SCHEDULED (f-24-O ' 3;K)
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ADDRESS / O old- (3
OWNER CONTR. ��7L '1 ' r--01 1
TELEPHONE NO. (P/ 7- 9 i D/y C`
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
• 05 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
IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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INSPECTOR WILL RETURN
❑ CITATION ISSUED
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next spection 24 hours in advance. (952) 249-4600
Owner/Contra • s :
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DATE/ TIME
CITY OF ORONO CALL'I IN / f ,
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3: DESCRIPTION I'0
• 01 FOOTING 11 MECHANICAL RI �18 E AV RADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Cl) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 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
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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(e)o COMMENTS:
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0
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W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC ❑CORRECT WORK&PROCEED 7 ISSUE CERTIFICATE OF OCCUPANCY
CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
U BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for then t inspection 24 hours in advance. (952) 249-4600
Owner/Contra ite:
Inspector. i
White Copy/Inspector's Fil Canary Copy/Site Notice
ATE \TI
CITY OF ORONO CALLED IN
INSPECTION N TI SCHEDULED 67-4-e4 .•
PERMIT NO. ( 5 I COMPLETED
ADDRESS /070,0 o1 45
OWNER CONTR. 5 {,E.-
(Alr
TELEPHONE NO. 7/. 7
//4 57o3
DESCRIPTION FccQ-41
lij 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
1, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
4.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU: YES_NO
COMMENTS\
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W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contra is
Inspector. c
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN 1,
INSPECTION NOTICE SCHEDULED b (�(p a:30
PERMIT NO. PO c 5511 COMPLETED
ADDRESS ' Old CrLithd &4 e d .
OWNER r CONTR.S--el► i? Kop�eiMar\-
TELEPHONE NO.IQ(a- L (� "J103
DESCRIPTION Jke'/
LL, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 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
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
g
OWN ER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CCCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next'nspection 24 hours in advance. (952) 249-4600
Owner!Contracto
4
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
�Y TE, TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED l -UG D.
PERMIT NO. rU i)S / COMPLETED
ADDRESS /9-60 Ole( C2991-4(1
OWNER / CONTR. - €11 ,
TELEPHONE NO. ?� 9c) r3�
DESCRIPTION pe711%;,-,e fop 2k
L 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 LL 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
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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W ❑ SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CCCORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
U BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next spection 24 hours in advance. (952) 249-4600
Owner/Contrac • s •
Inspector. 4E1 .�
White Copy/Inspector's File Canary Copy/Site Notice
DAT TIME
CITY OF ORONO CALLED IN
INSPECTION NOT CE SCHEDULED 3 :3 O pM
PERMIT NO. V015-9 / /COMPLETED
ADDRESS ir7-O0 G��C► Crc'i 4eur APS
OWNER CONTR. 51ernC-r4-1cWhnk-.
TELEPHONE NO. 9sa qt(s /3?-7
DESCRIPTION
Lt. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 F-• k 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
col • 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 • -I. 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
14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
' OWNER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
C) ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
• BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
CISTOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the n t inspection 24 hours in advance. (952) 249-4600
Owner/Co a r o ite:
Inspector. Cula
White Copyllnspector's File' Canary Copy/Site Notice
/ A TIME V
TY OF ORONO CALLED IN /" �V
INSPECTION NOTI E -�` SCHEDULED �� C?:30
PERMIT NO. J COLETE
ADDRESS J' 00 /J fiy e
OWNER CONTR. 9C;4-(2f 76�J//=r-kCu-
TELEPHONE NO. '/67)\ ; 3100 /p) yO 4u'
DESCRIPTION Za- hr
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 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
Q 05 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
LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ext inspection 24 hours in advance. (952) 249-4600
Owner/Contrd site:
Inspector.
White Copy/Inspector's Fi Canary Copy/Site Notice
ri
l71 DATE TIME V
CITY OF ORONO --Da.
IN ` U�
INSPECTION NOTICE I SCHEDULED (,l I2-r51(1=.O�
PERMIT NO. IQ� r COMPLETED
ADDRESS I Dn0 C ) Id r'f'-1 I
OWNER CONTR. j - r Ricl`I
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TELEPHONE NO. (S I Lt I L( - (�
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DESCRIPTION F-') 'c C • 0
• 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
V) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
<-- OWNER/CONTRACTOR TO MEET YOU: YES NO
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V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contrat site:
Inspector.
White Copy/Inspector's le Canary Copy/Site Notice
DATE TIME I/
CITY OF ORONO CALLED IN
INSPECTION N•TI E SCHEDULED -�/PERMIT NO. °D7 5 MPL E lap4
jraoc�
ADDRESS 1�OO d • i T . ?\ c
OWNER `CONTR. 444-.,t,—. ' aL%�si -
TELEPHONE NO. -rel.?
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a DESCRIPTION e-O
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Lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
" 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q/0Z �WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
INAL 14 SEWER HOOK-UP 06 PROGRESS
7 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
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES_NO
COMMENTS:
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the net inspection 24 hours in advance. (952) 249-4600
OwnedContr o site:
Inspector. Ajakil
White Copyllnspector's File Canary CopylSite Notice
0,ATE TIME 1/
CITY OF ORONO CALLED IN
INSPECTION 4174.557, SCHEDULED 8' 1/; %)
PERMIT NO. // COMPLETED pD�
ADDRESS /03 OD erzilam'
OWNER CONTR.
TELEPHONE NO. N J 16/‘;3 -5703
T
DESCRIPTION /�(�(�/(J
❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q 0 FRAMING 0 MECHANICAL FINAL 0 LAKESHORE/WETLANDS
h 0 INSULATION 0 WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
• 0 WALL BD. 0 WATER HOOK-UP ❑ SITE INSPECTION
CFINAL 0 SEWER HOOK-UP ❑ PROGRESS
I, ❑ DEMO-SITE 0 SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
v 12PLUMBING FINAL 1:1FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU:_YES_NO
• COMMENTS:
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❑WORK SATISFACTORY:PROCEED XROJECT COMPLETE ✓
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V BEFORE COVERING PERMANENT V
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:f.) Gr 3
White Copy/inspector's File Canary Copy/Site Notice
�° 1: BENCHMARK — TOP WELL
)111111 _ ELEV = 956.4
,,<S ,ja PROPOSED ELEVATIONS ORONO 24 FLOOR=
956.5
, GARAGE FLOOR-956.5
►� o°f �; Sc'TrE ED TOP OF FOUNDATION =957.0 0
o �, - 4 '9"PrNE sp `36'S56' LOWEST FLOOR=946.6 HOUSE = 7156 SF (0.6%) -a L.
/1 '‘,:•>`/
0 ��o � . RUCE ,-"y" PORCH = 450 SF J
7� i` ,,q, ^ r. .-_-_,. 1 I — �- �,�,_. WALK = 35 SF cn w
O �' "--, I —I_ ��4 i PATIO = 1380 a��
_ �
. ATTIRED 4"_ — �. = POOL DK— 3360
I /
e ,./.----- � _ "-'PINE SPRUCE"' _ �o F- r�
° ,'"' I SILT FENCE'-'------ I cE I DRIVE = 12200 SF roQ in
" / .�.-__ _
�,, ; r,_ =� o� TOTAL 24580 SF o �'
4 '' �'�,
/ �� '� _ .-� M, '--1
�o (22.2% OF LOT AREA) V c� M r i
th I ' / / / C.� w0
Q w - / G' EXIST GAR = 800 SF z
?I ` ,...X/,'TING 0 k i
(�- o \ r------------\
� ,�•I e'
DRIVE / ,? TOTAL=25380 SF/ 22.9% r
° \ �� o I IVE �� . 1 qLi d.
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4- }` •5� EXISTING DRIVE I (. Q 0)
�, 4 ' • 1 �.. SITE PLAN �. GRADING PLAN cow rn
7 1;\ 4e t PRopoSEp I o d I . ♦;j APPROVED Cod to,Ar,c�
N
Q • I �_,• �, X(9560)_ o / Q �( V
i •
s� I�; 020.011.01 �� 1 .0 0•0 •10.0 6.0 28� Q�� o`'t` .. I)i�1�E____ " lb - ..••••
— — I _ 1+06.5 I cy 0 1 `° o iD ; i ` v o t.,4-/J-441 W�n-f N{crW
v — _ _,` _ o s.5 PROPOPED Q t; „ ���• ,.;fi to •(1� �n� upon a,! �� n T O C7
;' k — 4—.0 L/ECI-> V� Q �� / � '` —� — N Q `�D CRIP TION: c.L9ck1���
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0 20 LOT :LOCK 1 ,
/ cu 7.0 37.04 co co x y N"
it — — - 0. 3.27 • IA 3.27 0 3 J. ;1_,_...---
-_ _ _ —•
M__.. CKE DGEO I N 00 — ` �a HENNEPIN COUNTY, MN.
r o— / — .n c,1 PATIO ___. 6= ow 11;8—...._3-
18.3 —
I �.� -X(657 8.9R CD z— _ _ -z' g) ti .N ° Ire
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°� I C� ADDRESS — 1200 OLD
• , = ' \
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CRYSTAL_._BAY ROAD
POOL
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o �, ° LOT AREA = W
= o 0 �� Fcr. O 1 10930 SF/ 2.54 AC J o
a � . " 0 0 Q I v0
-� ,.�•0,awrci.t� �� -----X 30% = 33279 SF HC
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0 40 .8Q 1,20 r7 0/
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.9g2. = EXISTING SPOT ELEVATION. 425. 77 :� _ o w o CD
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