HomeMy WebLinkAbout1996-008012 - new residence PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 �;�} D1 t-11 GJ
Crystal Bay, Minnesota 55323 Permit Number: i r_}(:j801
(612) 473-7357 Date Issued: 3 :=F,•
SITE ADDRESS:
ULD R
DESCRIPTION:
L'-Ji i:lI1-1'4 �'`c-rri1j• i `,r'f' .-GL FA' 1j `__rvl 'IS
U?. 1 ?..1'[' X43.!i'i: s 'E' `._:1 f_7 (vl�_
C C
(:F_1 1 o f J F 1!, M f 1 ET!'•j',_.(!
REMARKS:
7SEPARATE i`'Y R1 1 T; �t-t1�'•�l l],7=i�ED t=i IR (i�`1._(E:Gi[.J t,IE-F—4 �' ' �` _i'�(�•��; =s��4��f? �:�ir��t�ii�'• !�%_ll•' 1_��1 j��t
T I"j i'l,�,i_i T•i�i 1 ii j'.: ^i j'y[1 �: �.-i i'• W t_r",;,i,.I r l {'.i_i�t,. I 1 4.F i 1
FEE SUMMARY:
15.
CONTRACTOR: OWNER: -- HOP'1 ; Car.t.
APPLE VALLEY MN
:s:_,1 --7 �
:=PEE(_:I F I EE) ::[SIE) AGREE.::; T1_i �)!.9 ALL. i4i.i�1K i t`y .-� T R T{,:T Ft:f_,V!1=`).._i{��NCAL'�. 1;':�E.T�"� iii._!.. r.:�, t`1 E_;i=�
L iIR, is�iH II-1�: 4.t:' , AN11 ' :E: T ""I-- r3il�l 1�.__iiir ,_?.ii_uit ea i i�91*a1 Iwi;t!?i;° N :� .
APPLICA PERMITEE SIGNATURE ISSUED BY:SIGNATURE
Total Fee: $ / /& DateReceived: � �S
Date Approved: s,g fc- Y�
Entered By: CL Permit#: Q1
CITY OF ORONO - BUILDING PERMIT APPLICATION
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL
BE STARTED
THE APPLICANT IS: (.circle one) OWNER OR CONTRACTOR
JOB SITE ADDRESST��' ZIP:
NAME OF OWNER: �'� [ �� PHONE: (home) '5j q I
(work) 14 I
MAILINGADDRESS: .7��J�- W . i n"L-ZCITY: l ZIP: 2
CONTRACTOR: A �0� PHONE:
MOBILE PHONE/PAGER: 82P)" Z)3 o
MAILING ADDRESS: CITY: ZIP:
STATE LICENSE: # X52
ARCHITECTIENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION #
TYPE OF WORK: New Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSEDWORK(describe indetail): GONS-12tlt!1 'aln(CLLC ��1L`( �UMr
STORIES: Z SQ. FEET OF EACH FLOOR:u% i q`° [V%g k N �
NO. OF BEDROOMS: 3 GARAGE STALLS: ATT. 3 DET.
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 3COi000
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 under d s is not a permit and work is not to start
without a permit; and that the w will be accordance with the approved plan.
APPLICANT'S SIGNAT DATE: 5• IS,� n
NOTE! Parade of Homes events r q ire separate permit approval by Police Department and
City Council 60 days prior o_ event. Non permitted events will not be allowed.
9
A
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 collecting'state agency,political subdivision,or statewide system;
(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82, subdivision 5, to a law enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject
of stored data on individuals, and whether it is classified as public, private or confidential. Upon his further request,an individual who is the subject
of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content
and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for
six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created.
The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the 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
Address
City State Zip Phone
I understand my rights as stated above.
Signature
a
m
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: Z9 Z 5 C>t—N:!, t3`lAc-14 20.4,Q
PID:
DESCRIPTION OF WORK: M EW R-C-S
ZONING REVIEW BY: DATE APPROVED: 5 -2.y-C1 1.
BUILDING REVIEW BY: DATE APPROVED: 5-24- 4 SA
FEES TO BE CHARGED: Misc. Fees Calculated By:
pERNHT Yes ✓ No
PLAN REVIEW Yes ✓ No SEWER CONNECTION
STATE SURCHARGE Yes No WATER CONNECTION
INVESTIGATION FEE Yes No ✓ PARK FEE
SAC Yes —� No SITE INSPECTION
Number of SAC Units 1 OTHER (specify)
ZONING CHECK LIST Zoning District: LR-AG Shoreland District: ye S
Fire Department: Mo un►e.,)- Post Office: w A�j-yyy% School District: ts,,s @s-rnNi4A
Lot Area: Sq.ft. E3fd, 25Q1 Acres 2 • Width 23b Awle Depth 37`j A d
Survey Submitted: Yes y_ No Date of Survey: .g' -!-9 fo
Proposed Setbacks:
Front (Lake): 35. Right Side: 12s; ' S
Rear (Sara*): ZS6 Left Side: 'q/
Adjacent Structures: NIA Wetland:
Building Height: Def. Hgt. A Peak Hgt• 3c�
Avg. Setback: N 14 Bluff Setback: N/µ Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No_X_ Date of Council Approval:
Grading: Staff Approval Date: 5-21-`j G- By: . V Council Approval Date: N�iEJ
Septic: Staff Approval Date: AI/A By:
Zoning File: # Resolution: # Resolution Date: _
REMARKS (in house):
26
BUILDING REVIEW CHECK LIST .
UBC: f L— 'y CONSTRUCTION TYPE: V
Sq Footage $ Per Sq Ftg
Basement x
1st Floor x
2nd Floor x
Garage x
x =
TOTAL
Estimated Construction Value: $ 3w�cwn OW
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
o4 Footing Septic Sewer Connection
K Framing Fireplace Lawn Irrigation
Ot Insulation (Masonry) Other
of Wall Board (Mfg.) Well (State Permit)
Final Grading/Filling Electrical (State Permit)
Other
RENMRKS (IN HOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date BY:
REMARKS(TO BE NOTED ON PERMIT):
d
27
HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length Width
x = S.F.
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Or Fabric
G. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
A — B x 100 = %
PROPOSED HARDCOVER IN ZONE
A. House x = , &,00 S.F.
Length Width
x = S.F.
x = S.F.
x = S.F.
B. Garage x = 9-7S S.F.
C. Driveway x = I ( 0C) S.F.
x S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Or Fabric
G. Other x = S.F.
TOTAL HARDCOVER IN ZONE - �j S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
A — B x 100 = %
14
ENERGY CODE DESIGN BY ACCEPTABLE PRACTICE
To Determine Compliance with the Minnesota Energy Code
(Section 602 of the State Amended 1983 Model Energy Code)
This form is only applicable to detached one-and two-family dwellings. The requirements herein are based on Table
No. 6-11 in lieu of the criteria specified in Sections 602.2.1, .2 and .3.
Building Address 2 q Z� OLD gy)(�J
Contractor or Owner .�o M 1J 1�1 U MA5 Gu yT4M °M�7
Building Element "R" Values Area (sg ft) % of Ext. Walls
Ceilings Design Req'd 38
Walls (exterior) Design Z( Req'd 20
(w/o fdn)
Floors (over unheated spaces) Design 14(4Req'd 20
*Windows (in bldgs w/o 3q-7 Design G 25 Req'd 12
sliding glass door) (glass)
*Windows (in bldgs with a Design Req'd 10
sliding glass door) (glass)
Foundation Walls Design Req'd 5 (when insulating full depth of foundation wall)
Design L Req'd 10 (when insulating only to frost depth and
footings extend below)
Slab-on-grade floors Design Req'd _ (See Figure No. 3)
**Doors (1-3/4" metal faced) Design Req'd 3
* All windows shall be double glazed or have storm windows
** Conventional doors other than metal require a storm door
CERTIFICATION
I hereby certify that I have mp ted the above information and that it complies with the Minnesota State Energy
Code.
Signa � ( (� ate
BC 3-89
CC SM/65
19
GUIDELINE TO (R) FACTORS FROM ASHRAE MANUAL
OF TYPICALLY USED PRODUCTS
AIR FILMS (R SHEATHING �R
Interior Air Film (Walls) 0.68 3/4" Wood Subfloor or Sheathing 0.94
Exterior Air Film (Walls 0.17 1/2" Plywood Sheathing 0.62
Interior Air Film (Vented Ceiling) 0.61 1/2" Particle Board 0.66
Exterior Air Film(Vented Ceiling) 0.61 Gypsum or Plaster Board 3/8" 0.32
Interior Air Film (Non Vented) 0.61 Gypsum or Plaster Board 1/2" 0.45
Exterior Air Film (Non Vented) 0.17 Gypsum or Plaster Board 5/8" 0.56
Plywood 3/8" 0.47
BLOWING WOOLS Plywood 1/2" 0.62
Approx. 3" 9.00 Plywood 3/4" 0.93
Approx. 4 1/2" 13.00 Sheathing, Reg. Density 1/2" 1.32
Approx. 6 1/4" 19.00 Sheathing, Reg. Density 25/32" 2.06
Approx. 7 1/4" 24.00 Nail-Base Sheathing 1/2" 1.14
Approx. 14" 30.00
Approx. 18" 40.00 ROOFS
All other insulation materials Built-up Roofs 0.33
must be verified (R Factor) Asbestos-Cement Shingles 0.21
Asphalt Roll Roofing 0.13
INSULATION Asphalt Shingles 0.44
Insulation: 2-2 3/4" Fiberglass 7.00
Insulation: 3 1/2" Fiberglass 11.00 SIDING
Insulation" 6" Fiberglass 19.00 Aluminum Siding 0.61
Insulation: 3 5/8: Fiberglass 13.00 Aluminum with Backer 1.82
Insulation: 9" Fiberglass 30.00 Aluminum with Backer & Foiled 2.96
Insulation: 12" Fiberglass 38.00 1/2 x 8 Lap Siding (Wood) 0.81
Insulation: 8" Cellulose 29.00 7/16 x 12 Hardboard Siding 0.67
Insulation: 10" Cellulose 37.00 Asbestos Sidings 1/4 Lapped 0.21
Insulation: 12" Cellulose 44.00 Stucco (Brown and Finish Coat) --
Insulation: 1 1/2" Them= 12.00
Insulation: 2" Thermax 16.00 DOORS �
13/4" Solid Core Door .46
WOODS w/Storm, Wood .31
Fir, Pine & Similar Soft Woods w/Storm, Metal •26
1 1/2" 1.89 Pease Steel Door Insl/N/GL 7.45R .13
2 1/2" 3.12 Sliding Glass Door, Wood .65
3 1/2" 4.35 Metal .72
5 1/2" 6.87
WINDOWS
CONCRETE BLOCK All Windows
8" Concrete Block (S & G Reg.) 1.11 (w/Storms 1" to 4" Space) .5
(Filled with Vermiculite) 1.93 Removal Double Glazing (RDG) .555
12" Concrete Block (S & G Reg.) 1.28 Thermo or Welded 3/16"Air Space .69
(Filled with Vermiculite) 3.15 1/4" Air Space .65
8" Light Weight 2.18 1/2" Air Space 58
(Filled with VermiculiteT 5.03 (Other windows specifically tested
12" Light Weight 2.48 can use better ratings)
(Filled with Vermiculite) 5.82
20
May-20-96 04: 21P John Thomas Homes , 1"g-_ _ 612 431 B701 R -01
.TOHN I00"A's Custom mom", me-
7455 West 123rd,Street#102
Apple Valley,MN 55124
Phone: 431-5791 Fax: 452-7737
FAQ
DATE: .�� • '��.G`� ' / 6,
TO. `r'L
FROM:
TUTALrvuM13ER OF PAGES[Inc. cover Vg¢e):
CONNEC'T'ION
w�rr► DESIGN "SINES COMPOURNTS CARRIED ARE A"LIED TO TOP EDGE OF SEAN,
RUC'H THAT LOAD IS DISTRIBUTED 33QUALLV TO BACH PLY.
A•1Y ATTJkCH 2 SEAM PLIES WITH 2 RCMS OF 164 COMMON NAILS ON EACH FACE
STAGGERED AT 12.00" C jC.
ii• COMPRESSION EDGE RRAcrNd REQITIitED AT 94" O.C. OR LESS.
INPUT LOADS
-----------
SHAPE TYPELOADING SOURCE Wl W2 xi Tia
IMAGE RECEIVED ERROR
May720-96 04: 22P John Thomas Homes , Inc. 612 431 5791 P.01
JOHN TTIOMAV Custom HOMM, Ina
7455 West 123rd.Street N 102
Apple Valle„V,MN 55124
Phone: 431-5791 Fax: 432-7737
FAX
DAT :
TO.
1yROM: J/46,/ 6A2_7SI
TOTAL NUMBER OFFA[:o line. cover Bagel: . _._
May720-96 04: 23P John Thomas Homes , Inc. 612 431 5791 P.02
5tr. ucturai W000 Lore ILL ! b12-42b-b859 May 20,96 10 =40 No .003 P .02
LOUISTANA-PACIFIC CORPORATION / NOOD-E DESIGN 95.3
COMPANY: Structural Wood Corporation
,TOB ID: THOMAS KOKES KA$TER BDR14 WINDOW
STATE: NN CODE: ICBG
PRBDUCTi 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 AMD FAD"CATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WR014G INPUT. THIS PRVORAM 15 A DESIQ,N
TOOT. AND SHOULD BE USED WITH 2XTREME CARE THAT INpvT VMIFOS M AND CONCE NTR&TED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU mhvE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT L0UIF7IANA—PACIFIC-S E140INEERIXG DEPARTMM".
02910H CRITERIA rook ROOF Dom
r-r--•.-0000--------------------
LtvE DEAD $pAu ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
MR---- ----- -------- ----- ------- ---------- ---------- r---r---
40 is 4.0001, 0.00 TOP L/240 L/160 15%
SPAN CARRIED Is HOT CONTINUOUS.
STRUCTURAL OXOMETRY
------------------•-
SPAN l
10.000'
TOTAL SPANA 10.00 FT
CONNECTION
• +� DESIGN ASSUKES COMPONENTS CARRIED ARE APPLIED TO 'IPP EDG$ OF BEAM,
SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EAcX pLV,
*** ATTACH 2 BEAN PLIES WITH 2 ROWS OF 16d c'OmoN xhILS ON EACH FACE
STAGGERED AT 12.00" C/C.
;*4 COMPRESSION EDGE BRACING k9QUIRAD AT 96" O.C. OR LESS.
INPUT LOADS
SN"E TYPE LOADING SOURCE W1 W2 X1 X2
r--r- ---- ------- ------ ----rr---- ---------- -------- --------
+UNIF
--- -
+UNIF LIVE TOP ROOF 80 PLF 0.0000 10.0000
+UNIT' DEAD TOP ROOF 40 PLF 0.0001, 10.000'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT * 1457 FTTLBS SHEAR 590 LBS
MAXIMUM SUPPORT RUCTIONS (LUS)
----i*.._---_------ - --- -
BRG01: 596 BRG02: 598
REQUIRED DEAR ING SIZES (IN)
-------------------
BRGI1: 1060 BRG#2: 1,50
LIVE LOAD DEFLC. TOTAL LOAD DEFLC.
SPAR ACTUAL ALLOW. L/? ACTUAL ALLOW. I./?
--r- .1.---sr ii---- ----- --- -+---- -----
1 0.035 0.694 3416 0.052 0.658 2286
A4 to A4
May-20-96 04: 23P John Thomas Homes Inc. 612 431 5791 P . 03
Structural Wood Corp ILL - tIZ-4Gb-bVbb May ZU ,Vb IU:4V NV .VU-5 r.06
J ' Page 2
KhXIwK 8TltxSSt INDICES 1 x3l - 0.098 V31 - 0.000
SLENDERNESS RATIO - 2.71 LIMIT - 10.0
A4 to A4
May720-96 04 : 23P John Thomas Homes , Inc . 612 431 5791 P . 04
Structural Woad Carp ILL ! b11-42b-bUt>9 May 2U ,Sb 10:40 N4 -005 P.04
Page i dg
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COPWAKY: Structural Wo9d Corporetion
JOB ID: THOMAS HONES 2ND CAP ABOVE DINING
STATE_ ]moi CODE: ICBG
PRODUCT: 2-PLY 1.760" X 11.87511 GANG-LAN LVL 2950Fb 2.OE
**WARNING- DO NOT USE THIS DESIGN AFTERS 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRQRS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN
TOOL AND SHOULD BE USED WITH EXTREME WE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCA'T'ION. IF YOU R&VF, ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIIPICIS Y,'NGINERRYNG DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAD!
---w-r-a-----aa-rra-
LIVE DEAD $PAN ALLOWABLE ALLOWABLE
(FSF) (PSF) CARRIED LOADING LI, DEFLECT TL DEFLECT
----- ----- -------- --- ww-------- ----------
40
---------40 15 26.0000 TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS,
STRUCTURAL GEOMETRY
SPAN 1
14.0001
TOTAL, SPAN: 14.00 FT
CONNECTION
00* DESIGN ASSVMF+S COMPONENTS C4 R1 1VD ART "PI61E0 To TOP rmaz OF abM,
SUCH THAT 'LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.
�* ATTACH 2 SEAM PLIES WITH 2 ROWS OF 16d COMMON MAILS ON EACH FACE
STAGGERED AT 1.2.00" C/C.
•** COMPRESSION EDGE BRACING REQUIRE) AT 964 O.C. OR LESS.
INPUT LOADS
-----------
SHAPE TYPE LOADING SOURCE WS W2 X1 X2
a---r i..r.- ------- -----r aar4.rrr-_- r-}------- -------- --------
+UNxP LIVE TOP FLOOR 520 VLF 0.000f 14.0000
+VNIP DEAD TOP FLOOR 207 PLF 0.0000, 14.000'
t INDICATES LOAD IB BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. '
MAXIMUM SECTION FORCB$: K014ENT - 17485 FT-LBS SHEAR - 5042 LBS
MAXIMUM SUPPORT REACTIONS (LBO)
- --------_.
-------------
DR011i 6066 6088 SRG#2: 5088
REQUIRED BEARING SIZES (IN)
-------------------------w
bRGflt 1.75 BRGF2: 1.75
LIVE LOAD DEPLC. TOTAL LOAD DEFLO.
SPAN P*CTUAL ALLOW. L/? ACTUAL ALLOW. L/?
---- --- .--
------ ----- ------
A4 to A4
May720-96 04: 238 John Thomas Homes , Inc. 612 431 5791 8 .05
Structural Wood Corp TEL : 512-42b-b?59 May 1V,yb 1U:4V NO .V�V..5 P .Vb
Page 2 T 4
1 0.430 0.462 370 0.629 0.694 265
MAXIMUM STRESS INDICES: X81 - 09$65 VST 0.627
SLENDERNESS RATIO - 3.39 LIXIT a 10.0
A4 to 04
May,-20-96 04: 23P John Thomas Homes , Inc_ 612 431 5791 P. 06
Structural wood torp Itl_: blZ-42b-bUby maV 'LU,Vb1 1U:4U NO .UU6 F'.I)b
Page 1 SC
LOUISIANA-PACIFIC CORPORATION / NOOD-E DESIGN 95.2
comPANY: st.ruoturol Wood Corporation
JOB ID: THOMAS HOMES GARAGE DOOR HEADER
STATE: MIT CODE: ICHO
PRODUCT: 2-PLY 1.750" X 9.500" GANG-LAPP LVL 295OPb 2.0E
**WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VSRIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. 'SUIS PROGRAM IS 1% DESIGN
FOOL AND SHOULD BE USED WITH EXTREME CARE MT INPUT 1UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN KhGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR ROOF AFAR
----------w-----
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSS') (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE
!!!-! w---- -------y .Y---- -w!!! l..--------
40 15 1.000' 0.00 TOP L/240 L/180 15$
WAN CARRIED IS NOT CONTINUOUS.
STRUC'T'URAL GEOMETRY
-------------------
SPAN 1
5.500,
TOTAL SPAN: 9.50 FT
CONNECTION
4*4 DESIGN ASSUMES COMMENTS CARRIED ARE "PLIED TO TOP EDGE OF DEAN,
SUCH THAT LOAD IB DISTRZBUTEP EQUALLY TO EACH PLY.
**+� ATTACH 2 BEAM PLIES WITH 2 BONS 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
M--- ------r ------ ---r------ ---------- -------- -w------
UNIF TOTAL TOP ROOF 715 PLY 0.000, 9.5000
+UNIr LIVE TOP ROOF 20 PLF 0.0000 9.5401
+UNIF DEAD TOP ROOF 17 PLY O.00OF 9.3000
+ INDICATES LOAD IS BASED ON SPAN CARRIF,p AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMENT - 8262 FT-LBS SMEAR = 3525 LBS
MAXIMUM SUPPOjkT REACTIONS (LBS)
-----------------------..----_--
BRG#1: 3572 BRG#2: 3572
REQUIRED SEARING SIZES (IN)
.'------------------r---r r r M
BRG#1: 1.50 BRG#2: 1.50
LIVE LOAD DErLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/7
A4 to A4
May,-20-96 04. 248 John Thomas Homes , Inc. 612 431 5791 8.07
Str-ucturol wood corp reeky 4u.yb iv:av No .uvJ r .ur
Page 2
1 0.190 0.469 591 0.265 0.623 425
MAXIMUM STRESS INDICES: MSI - 0.555 VSI - 0.477
RLENDERNESS RATIO - 2.71 LIMIT w 10.0
A4 to A4
May-20-96 04: 24P John Thomas Homes , Inc. 612 431 5791 8 . 08
$tr•uGturdl Wood Corp ILL
• 8rago 1 ��
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
COMPANY: Structural Wood Corporation
JOB ID: THOMAS HONES SAVE SIDE OF DINING
STATE: MN CODE: ICBG
PRODUCT: 2-PLY 1.750" X 14.000" GANG-LACI LVL 295OPb 2.OE
&*WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
IRESPOHSISLE FOR FA%RCRS RTSVL1fXNG FROM WRONG INPUT. THIS PROGRAId IS A DESIGN
TOOL AND SHOULD BE USED WITH NXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATB IN MAGNITUDE hXD LOCATION. IF YOU HAVE ANY QUESTIONS �
UNCERTAINTIES, PLEAS3 CONTACT LOUXSIANA-PACIFICtS ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR BEAM
-:--s-w------------------w---a
LIVE DEAD SPAR AL.L.OWABL$ ALLOWABLL
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
----- ----- -------- ------- ---------- ----------
40 15 1.0000 TOP L/360 L/240
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
-------------------
SPAN
------------------
SPAN I
16.000r
TOTAL $PANz 16.00 FT
CONNECTION
----------
#** DESIGN ASSUME$ CONpONENTS CARRIED ARE APPLIED TO TOPS EDGE OP BEAD,
SUCH THAT LOAD IS DISTRIBUTED EVALLY TO EACH PLY.
**# ATTACK 2 BEAN PLIES WITH 3 ROWS OF 16d COMMON MAILS ON EACH FACE
STAGGERED AT 12.00- C/C.
r►+►>x COKPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
•--------,---
SHAPE TYPE LOADING SOURCE Wl W2 Xl X2
-- ---- ------- ------ ---------- ---------- -------- --------
UNIF TOTAL Top FLOOR 440 PLF 0.0001 16.000'
UNIF TOTAL TOP FLOOR 120 PLP 0.000, 16.000•
+UNIF DEAD TOP FLOOR 22 FLF 0.0000 16.000'
+UNIF LIVE TOP FLOOR 20 PLF 0.000" 16.0000
+ 2NDICAT29 LOAD 19 BASED ON SPAN CARRIED AND INPUT LIVE OR DSA13 LOAD PSF,
MAxIMuX SECTION 2'ORCES: MOMXNT - 18718 $T-LBS SHEAR - 4745 LBO
MAXIKUK SUPPORT REACTIONS (LISS)
-------------------------------
BRG#lz 4912 BRG#2: 4812
REQUIRED NEARING SIZES (IN)
--------------------
BRG#Iz 2.75 BROM 2.75
LIVE LOAD DEFLO, TOTAL LOAD DEFLC. 1
1
A4 to A4
May-20-96 04: 248 John Thomas Homes , Inc_ 612 431 5791 8_09
$tructural Wood Corp ILL: bl2-4'1b-bU5W May dV,WD 1V--IV NU VVJ r YJ
Page 2
SPAR ACTUAL MLM. L/? ACTUAL ALLOW. L/7
---- ------ —m--- WY---- ------ -----
1 0,377 0,526 502 0.531 0.789 356
MAXIMUM S'T'RESS INDICES: MSI * 0.666 VSI - 0.501
SLMUNESS RATIO • 4,00 LIMIT a 10,0
A4 to A4
May- O-96 04: 24P Join Thomas Homes , Inc_ 612 431 5791 8. 10
$Lr."cturm! W000 torp ISL . C14-4d0-*0Z>V Piny ZV,yo iv •vV i.cJ .V AV
Page 1
LOUISIANA-PACIFIC CORPORATION / WOOD-3 DESIGN 95.2
coMPANYt Structural Woo4 Corporation
JOB ID: THOMAS HONES GABLE END DINING
STATE: NN CODE: ICRO
PRODUCT: 2-PLY 1.950" X 14.000" GANG-LAM LVL 29SOPb 2.OE
**WARNING- DO NOT USX THIS DESIGN AFTER: 1-X31-97
VERIVY YOUR INPUT TO AVOID DESIGN AND FABRICATTOR HZSTAXES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING rROX WRONG INPUT, THIS PROGRAM 13 A DESIGN
TOOL AND SHOULD 88 USED WITH EXTREME CARE THAT INPUT UNIIPOR14 AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAV$ ANY QUESTIONS OR
UNCERTAINTIESO PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA FOR FLOOR Sr"
LIVE DEAD SPAN ALLOWABLE (ALLOWABLE
(PSF) (P3F) CARRIED LOADING LL DEFLECT TL DEFL'SCT
-------- ---•---- ---r—1,r•w—r —r--------
40 is 16.000F BIDE L/360 L/240
SPAN CANED Is NOT CONTINUOUS.
STRUCTURAL GEOMETRY
SPAN 1
14.0000
TOTAL SPAN: 14.06 FT
cvNNECTIoar
rrrr rr#w#i
f*{ ATTACH z BEAN 'PLIES WITH 3 ROWS OF 184 COMMON NIkILS ON PACK FACE
STAGGERED AT 12.00" C/C.
aaN COMPRESSION EDGE BRACING REQUIRED AT 26" O.C. OR LESS,
INPUT LOADS
w----------
SRAPE TYPE LOADING SOURCE WI WZ X1 X2
rYilft -ii_ i.i---__ ---T W, APr-r--- ----T.r- i--i--_r ---i--_-
+UNIF LIVE SIDE FLOOR 320 PLF 0.400, 14.0000
+UpIF DEAD SIDE FLOOR 134 PLF 0.000' 14.0000
UNIF DEAD TOP ROOF 120 PLF 0.0401 14.000'
UXIr TOTAL TOP ROOF 110 PLY 0.000' 14.400
+ INDICATES LOAD 18 BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
M&XINUN g,ECrIOH FORCESt MOMENT - 16461 FT-LBS SHEAR 4745 LBS
MAXIK= SUPPORT REACTIONS (LBS)
r.._..------------------.,----
ww#I: 4780 DRG92t 4788
RgQt?ZRED REARING SIZES (IN)
-__*---i--------------------
3RG#1: 1.50 99642g 1.50
LIVE LOAD DXFL4, TOTAL LOAD D2PLC.
SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/?
- --- ------ ------ --- ------ ------ ----_-
1 0.211 0.463 796 0.961 0.694 463
94 to A4
May-20-96 04: 24P John Thomas Homes , Inc. 612 431 5791 8 . 11
Structural W000 Corp ILL t+it-46o-o:s�7 e•,ay �.. �„ ... .,.. • --
Page 2
WIWX STRESS INDICES: MSI n O.586 VSI " 0.801
SLENDERNESS RATIO a 4.00 LIMIT = 10.0
A4 to A4
May.-20-96 04: 25P John Thomas Homes , Inc . 612 431 5791 8_ 12
Structural Wood Corp ILL: nay iVvJ7 1V -4V Nv .VV,, r . 11
LOUISIANA-PACIFIC CORPORATION / WOOD-X DESIGN 95.3
COMPANY: Structural Hood corporation
JOB ID: THOMAS HONES 2ND CAP KITCHEN, FAMILY
STATEt MN CODE: ICEO
PRODUCT: 3-PLY 1.750" X 18.000" GANG-LAK LVL 293OPb 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 EXTREM CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION, IF yoU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIF.ICIPS ENGIXMMIXG DEPARTMENT.
DESIGN CRIT9MIA FOR PLOOR BEAM
-----------—w--N. —0-w—-----—w—
LIVE DEAD SPAN ALLOWARLZ ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
M---- ----- a---aa-- __-wawa --------OW
40 i3 34.000f SIDL L/360 L/210
SPAN CARRIED IS NOT CONTINUOUS.
STRUCTURAL GEOMETRY
------------------
SPAN
--------------W--SPAN 1
wra�a-rr
21.000F
TOTAL SPAN: 21.00 FT
CONNECTION
�* ATTACH 2 BEAN PLIES WITH 4 ROWS OF 16d COMMON MAILS ON BACK FACE
STAGGERER AT 12.0011 C/C.
**+► ATTACH ADDITIONAL PLIES TO ALTERNATE Pt►CES OF THE FIRST TWO PLIES,
AS REQUIRED, WITH 4 ROW'S OF 18d COMMON NAILS STAGGERED AT
6.004 C/C.
** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS.
INPUT LOADS
-----------
SHAPE
----- --aSHAPE TYPE LOADING SOURCE W1 V2 X1 X2
--- w--- -----�— w—w--- ---------- ----+- -- -------"� V-------
+UNIF LIVE SIDE FLOOR 680 PLF 0.000f 21.000#
+UNIF DEAD SIDE FLOOR 282 PLF 0.040' 21.000'
+ INDICATES LOAD i$ BIASED ON SPADE CARRIED AND 2XPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FORCES: MOMSAIT w 51569 FT-LBS $BEAR 9961 LOS
MAXIMN SUPPORT REACTIONS (LBS)
BRG#li 10101 BRG,#2t 10101
REQUIRED BEARING suss (IN)
— -----------r------tea------ —
BRGE1t 3.50 BRG#2s 3.50
LIVE LOAD DRFLC. 'FATAL LOAD DEFLC.
SPAN TACTUAL ALLOW. 14/7 ACTUAL ALLOW. L/T
-----a ----- +-raw- ------ ---
A4 to A4
May-20-96 04: 25P John Thomas Homes , Inc_ 612 431 5791 P_ 13
$tr,uctural Wood Corp TEL ; 512-420-OU59 May 20,96 10 ;40 No .003 P . lZ;
Page a fZ4
3 0.559 0.690 445 0.791 1.035 314
MAXIM N STRESS INDICES. MST w 0.740 VSY - 0.545
SLENDERNESS RATIO - 3.43 LIMIT a 1010
A4 to A4
May,-20-96 04: 258 John Thomas Homes , Inc. 612 431 5791 8. 14
Structural woos corp ILL; FLOW dv .Vc tv ;av rvo •vva r- . L"
Page 1 is it
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2
CQMPhNYi StrUq;tmra1 Wood Corporation
JOB ID: THOMAS HOMES FLUSH LOWER LEVEL
STATE: HN CODE: ICSO
PRODUCT: 3-PLY 1.750" X 14.000" GANG-LAM LVL 299OFb 2.0E
•*WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES, YOU ARE SOLELY
RESPONSIBLE FOR El;YtOR$ RE:tLtLTING FROM WRONG INPUT, THIS PROGRAM IS A DESIGN
TOOL, AHD SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE A=PATE IN MAGNITUDE ASD LOCATION. IF YOU HAVE ANY QUESTIONS dR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S RNGINEERINC DEPARTMENT.
DESIGN MITERIA 1POR FLOOR BEAM
-----------------M
LIVE DEAD SPAN ALLOWABLE ALLOWABLE
(PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT
--- - ----- --------- ------- -w-------- ----------
40 15 34.0001 STDR L/360 L/240
SPAN CARRIED 13 NOT CONTINUOUS,
STRUCTURAL GEOMETRY
-------------------
SPAR------------------
SPAN 1
16.500#
T016%L SPAN t 16.50 FT
CONNECTION
----------
ATTACH
---------
ATTACH 2 BEAR PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH PACE
STAGGR=b A'1' 12.00" 01C.
4** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE pIRST Two PLIES,
AS REQUIRE00 WITH 3 ROWS OF 16d COMMON NAILS STAGGERED AT
6.00- C/C.
*** COMPRESSION EDGE BRACING REQUIRED AT 960 O.C. OR LESS.
INPUT LOADS
r
SHAPB TYPE LOADING SOURCE w1 X12 Xi X2
10.r--- ---- ------- ------ ---------- --------- P -------- -------
+ONIF LIVE SIDE FLOOR 680 PLF 0.000• 16.5004
+UNIF DEAD SIDE FLOOR 276 PLY 0.0001 16.500'
+ INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF.
XAXICKLYM SECTION! FORC : MOMENT - 31395 PT-2,89 SHRAR •• 774$ LBS
MAXIMUM SUPPORT REACTIONS (LBO)
-----l-----------r------------r
HRQ#j% 7687 BRG#2: 7867
REQUIRED B'EARIN+G SIZES (IN)
------------------r--------
bRG;11: 3.50 00#2t 3.50
LIVE LOUD DRFLC. TOTAL LOAD DEFLC.
SPAN ACTUAL ALLOW. L/7 ACTUAL ALLOW. L/'?
------ ----- .'----! ---SFT- -----
A4 to A4
May,-20-96 04: 258 John Thomas Homes , Inc. 612 431 5791 8. 15
Structural Wood torp ILL- b1L -4'Lb-bLfb`� nay 4V.Vb 4v :4u na .uuo r. 1zp
Page 2 Not
1 0.446 0.540 436 0.627 0.810 310
KAXIMUN $TRUSS INDICES: MSI - 0.745 VSI = 0.545
SLENDERNESS RATIO - 2.67 t2MST - 10.0
A4 to A4
May=Z0-96 04: 26P John Thomas Homes , Inc. 612 431 5791 8. 16
$tructurai Wood Corp 1tL,: 67'1-udb-b2S7y May tu.yb .iu :au No .uu.:� r . lb
• page 1 /3 '�
LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 9,%.2
COMPANY: StructOx41 W44d Corporation
JOB 1D: P'9004 Josr go* or a 40,wr .04 a+oNMR..
STATE: MN CODE: IiCDO
PRODUCT: 2—PLY 11.87511 I.PI 32
FLANO"28: 2-1/2" X 1-1/20 2100 ?b 1.8E / 3/81' OS8 WEB
44WARNINQ- DO NOT USE THIS DESIGN AFTER: 1-31-97
VERIPX 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 UNIPORK AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. YF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIEC PLEASE CONTACT LOUISIANA—PACIFIC'S ENGINEERING DEPARTMENT.
DESIGN CRITERIA rOR FLOOR JOIST
LIVE DEAD SAFE LOAD ALLOWABLE ALLOWABLE
(PSF) (PSF) LOAD SPAC2NG SHARING SHEATHING LL DEFLECT TL DEFLECT
----- ----- ---- ------- -a------ ------------- ---r------ ---Y......r-i+.
40 15 NO 26.0 7% GLUED&NAILED L/360 L/240
BTRUCI'URAL GEOMETRY
SPAN 1 SPAN 2 RIGHT CAN'T
----------
14.0000
-----w---
14.0000 3.300* 2.800'
TOTAL SPAN: 20.00 FT
�►�}* 8EARIHG 3 FOR LOAD CASE 5 HAS EXCESSIVE REACTION OF 4933 lbS
STIFFENER REQUIRED
*: COMPRESSION EDGE BRACING "QUZAED AT 240 O.C. OR LESS.
214PUT LOADS
•-rwM-ter--r
SMPR TYPE LOADTNG SOURCE w1 W2 X1 X2
y--a- w--- m.-----' w..-fes- ibffrr M..l-r M--------- ---w--w- --------
UMP TOTAL TOP ROOF 825 Plop 14.000f 20.000,
UNIF DEAD Top ]ROOF 100 PL! 14.000' 204000f
tUNIT 161VE TOP FLOOR $3 PLP 01000' 20,000,
+UNXV DEAD TOP FLOOR 20 FLIP 0.000' 20.000'
t INDICATES LOAD ISr-D ON SPACING AND INPUT LIVE OR DEAD LOAD PSF.
MAXIMUM SECTION FOEtCESt MOHZNT - 3120 FT-LDS SHEAR 9433 L55
MAXIMUM SUPPORT REACTIONS (LHS)
•-wf..--rtrrffw----w�r---�.r.�-.r-��
BRG#1: 443 BRG#28 2575 DR0#3: 4535
REQUIRED 9EARING SIZES (IN)
-------^--------------• .N.--
BRG#ls 1.50 BRG0$: 3.50 BRG13: 3.50
LIVS LOAD DEFLC, TOTAL LOAD DEFLC.
SPAN ACTUAL AIJ AW. L/? ACTUAL ALLOW. L/?
rf rr ------ ------ ---i- -r---- --
0.032 0.460 5274 O.O42 0.690 3988
8 -0.004 0.107 9901 -0.005 0.260 $Goo
R 0.022 0.200 1387 0.030 0.300 988
A4 to A4
Mays-20-96 04: 26P John Thomas Homes , Inc_ 612 431 5791 P . 17
Strluctvr al WOOV torp ILL: rray LV.VV LV•Rlv nu .vv� r . I r
Palgo Z
Xj%XIMM STRESS INDICES: MSI - 0.341 VS= - 0*901
A4 to A4
I-'
DATE TIME
CITY OF ORONO CALLED IN Y
INSPECTION NOTICE SCHEDULED
PERMIT NO. � COMPLETEDD
ADDRESS `I� S C� 46� & c+�i
OWNER ( /fir TR.
TELEPHONE NO.
DESCRIPTION
�
01 FOOTING 11 MECHANI LRI 18EXCAV/GRADING/FIWNG
tQ 02 FRAMING3 MECHANICAL FINAL ` 19 LAKES HORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q04WALL BID. 12 WATER HOOK-UP 17 SITE INSPECTION')
Z 05FINAL/ 14 SEWER HOOK-UOPROGRE$$
J
07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL
= 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
Zt
COMMENTS:
cc
W
cca
cc
0
UL
W
CC
Q
Z
W
W
cc
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W WORK SATISFACTORY:PROCEEDcc PROJECT COMPLETE
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W ISSUE CERTIFICATE OF OCCUPANCY
❑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 next hmpection 24 hours in advance.473-7357
Owner/Contract r si
Inspector.
White CopylInspector's File Canary Copy/Site Notice
_ DATE TIME
CITY OF ORONO CALLED IN 3 -30 -
INSPECTION
.4 '3O -INSPECTION NOTICE. SCHEDULED
PERMIT NO. COMPLETED
ADDRESS
OWNECONTR. —"
TELEPHONE NO. 41�U'
DESCRIPTION
1 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
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
J
07 DEMO--SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
CC
W
Q.
Cr
J
O
rz
O
W
CC
Q
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W
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W
CC
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d WORK SATISFACTORY:PROCEED E- PROJECT COMPLETE
W
CC ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractorit
Inspector.
White Copyiinspector's File Canary Copy/Site Notice
CITY OF ORONO CALLED IN n
INSPECTION NOTICE SCHEDULED
PERMIT NO. ��' COMPLET D
ADDRESS 5
OWNERS
TELEP N E NO. � 3/— 579/
DESCRIPTIO 61. 6
01 FOOTING it MECHANICAL RI 18 EXCAV/QRADINQ/FIWNQ
,4T02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FI 14 SEWER HOOK-UP 06 PROGRESS
v 07 O_SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z
0VMER/CQ1ffRACTOR TO MEET YOU-)C YES_NO
y COMM TS:
41
4 5
o:
0
a
cc
0
2
w
ac
Q
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W
W
WORK SATISFACTORY.PROCEED
� •• � ROJECTCOMPLETE
Cr. ❑CORRECT WORK&PROCEED SUE CERTIFICATE OF OCCUPANCY
LU
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING X_PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContra r on sit
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN g 42--3/f b
INSPECTION NOTICE SCHEDULED0
PERMIT NO. 20t2- Co ED
ADDRESS
OWNER CONTR.
TELEP NE NO. .3/,
DESCRIPTIONCom/ j�z rr
01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
H13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
0 �ki1N$l a--nON 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
ti05 FINAL 14 SEWER HOOK-UO OB PROGRESS
v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 38 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES_NO
ti COMMENTS:
o;
W
O
O
D;
O
W
W
cc
Q
12
2
W
W
O
W ORK SATISFACTORY:PROCEED G PROJECT COMPLETE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next i pection 24 hours in advance.473-7357
Owner/Contra It
Inspector:
Whhe CopyMspector's File Canary Copy/Slte Notice
DATE TIME
CITY OF ORONO CALLED IN 9�
INSPECTION NOTICE SCHEDULED
PERMIT NO. O/2— CO ETED
ADDRESS
OWNER
� CONTR.
TELEPHONE NO. -7
DESCRIPTIONS
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETIANDS
INSULATIO 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q ALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO--SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 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
y COMMENTS:
o;
a
O
0;
O
ti
W
cc
Q
f2
W
W
RWORK SATISFACTORY PROCEED ❑ PROJECT COMPLETE
W CORRECT WORK 8 PROCEED E)ISSUE CERTIFICATE OF OCCUPANCY
0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O 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 nex inspection 24 hours in advance.473-7357
OwnedcoM o s e:
Inspector,
While Copy/inspectors FII Canary CopyrAw Notice
DATE TIME
CITY OF ORONO CALLED IN y/
INSPECTION NO, CE SCHEDULED �o /�6
PERMIT NO. �'2- COMPL TE
ADDRESS
OWNER //> CONTR.
TELEPHONE NO. 4�
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS
O 03 INSULATION, 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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x 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
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W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
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Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor onsie: i 1i,I
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White CopylInspector's File Canary Copy/Site Notice
DATE / TIME
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INSPECTION NOTICE SCHEDULED %UL
PERMIT NO. U�� COMPLETED q
ADDRESS �� O� /�t� x-�
OWNER 7 i�G 664_ � Y�✓CWNTR.
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DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
02 FRAMING J",?_yt_ 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 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
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
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W WORK SATISFACTORY:PROCEED - PROJECT COMPLETE
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❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - PHOTO TAKEN
INSPECTOR WILL RETURN
U STOP ORDER POSTED.CALL INSPECTOR
CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call foFr
e inspection 24 hours in advance.473-7357
Owner/Cont a te-
Inspector.
White CopylInspector's File Canary Copy/Site Notice
D&TE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ja - -9 6 VedaPERMIT NO. U �— COMPLETED
ADDRESS a6
OWNERCONTR_ ro
TELEPHONE NO. 4 SJL�_- 112 1 C//
DESCRIPTIONLL
01 FOOTING 11 MECHANICAL RI IS EXCAWGRADING/FILLINQ
y 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
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 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
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INSPECTOR WILL RETURN
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