HomeMy WebLinkAbout2014-00125 (New Home) CITY OF ORONO * 2 0 1 4 - 0 0 1 Z 5 *
� 2750 KELLEY PARKWAY DATE ISSUED: 02/27/2014
� ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
! ADDRESS : 1404 BALDUR PARK RD
PIN : 08-117-23-34-0018
LEGAL DESC : BALDUR PARK
: LOT 014 BLOCK 001
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY ���� �RESIDENTIAL '-��rx��� �_t���,�i��j
NOTE: SEPARATE PF.RMI"I'S REQUIRED:PLUMBING, MECHANICAL,FIRF,PLACE, LAWN IRRIGATION, WELL(STATE),
ELECTRICAL(STATE)
N01'E: PRIOR TO THE START OF FRAMING AN AS-BUILT FOLTI�A ION SURVEY MUST BE SUBMITTED AND APPROVED BY THE
CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: '� ' ��
NOTF,: PRIOR TO ISSUANCE OF A RTJFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND
APPROVED BY STAFF. [NITIAL: •(�
NOTE: IN THG EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT'rHE
COMPLF:TION OF THE EXTER[OR IMPROVEMENTS AND/OR AN AS-BUILT SUR Y��TEMPORARY CERTIFICATE OF OCCUPANCY
(TCO)MAY F3F,NFCESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: -�
APPLICANT
TOTAL
E.S. HOMES Payment(s)
13170 UTICA AVE
SAVAGE, MN 55378-
(612)239-4317
Minnesota State License�: BUIL-20638592
OWNER
MILBRATH, BENJAMIN
2909 WEST DAYTON LANE
SPOKANE, WA
, 99218-
AGREEMENT AND SWORN STATEMENT
"I�he work for which this permit is issued shall be performed according to
[he approved plans and specifications,applicable City approvals,and the
State Building Code. This permi[is for only Ihe work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the da[e of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at an time for e cause.
� 7 2 7J•Z�O� � C��-� c� �o�i�� /
0
Applicant Permitee Sig ure Date Issued y Signature Date
CITY OF ORONO
� BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
�O�O Mailing Address: Permit number: �� —��
PO Box 66
Crystal Bay, MN 55323-0066 Date received: ������j+�
Street Address:� Received by:
y � 2750 Kelley Parkway Ptan review fee:
`� � Orono, MN 55356
`qkFSH��� Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us � ' � ���j +Q �,�
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION% • ,_ ,/ ���� Q���
Job Site Address: �7` 1
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
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 availabfe. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: � � � � C
State License# (3��,3 ;�S c�� Expiration Date: c9 3 ( 2
Phone: (cell) �,��g C� 3(� (office)
Mailing Address: �3 r?O Gltr�a A�� City:,scw 4�g� ZIP: �5 37f
Contact Person: � � P-T- e 2 (C e p Q�1 cZ Applicant is: vrt r�a / Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name: ���<Qc�nr �v ��� 1?SfZd�l,�
Phone (day): �_� 2 c����� 2
Address: � �-� p3� i �,C,�, p N L City: r,o � � ZIP:
Email and/or Fax }prY1i1 �� �QdC�• ACV1
ARCHITECT/ENGINEER INFORMATION: �
Name: j�c, � t� � i�9 ,(�/��((V
Phone (day): G�Z Rgq � ?_ ��
Address: r��_� (���,�_t�i 1 t2q� CitY� �i rt�n1 oa�r��<ZIP: 5��,�,��
Email and/or Fax: � F.� ��E �F� �,��� , �� ,�
PROJECT INFORMATION: Description of project:
1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal &
Water Supply
�-New Construction �Single Family with �Residence
❑ Addition attached garage Garage/Accessory Bldg. �Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage � Public Water
""Any earth movement may also require ❑ Commercial ❑ Other(specify)
MCWD review&permits. ❑ Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify)
18202 Minnetonka Blvd
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
dJ-t�
Estimated Construction Valuation (excluding land) $ �Q-c� � c� f� �
- -
�
STRUCTURE INFORMATION: �
1.Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction
a. Length (ft.)= Number of bedrooms=
❑Wood/Frame
b.Width (ft.)= Number of garage stalls: ❑ Masonry
Areas in square feet ' Attached = ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 1S`Story = ❑ On-site Prefab
e.2"d>Story=• ' ❑ Off-site Prefab
f. '/z Story =
❑ Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ ❑ Permit A lication
❑ ❑ Pro osed Buildin Plans
❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ ❑ Surve meetin all re uirements
❑ ❑ Stormwater Pollution Prevention Plan
❑ ❑ Hardcover Calculation s
❑ ❑ Se tic S stem Site Evaluation Re ort
❑ ❑ Access Permit
❑ ❑ Wetland Buffer Im rovement Plan
❑ ❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Application Escrow&Agreement
❑ ❑ Other:
� APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies ��
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: Date: D�_ I� � 2 �l�
Owner's Signature: Date:
. Mattson Basset Creek Business Center
Macdonald 901 North 3rd Street, #100
Young Minneapolis, MN 55401
struCtural 6I2-827-7825 voice
engineers 612-827-0805 fax
August 15, 2014
Mr. Peter Keosya
Energy Saving Homes
Sent via emaii to: �qkeos�a[a�,gmail,c_o_m
Re: 1404 Baldur Park Road Noted Item Design
Wayzata, MN 55391
MMY Project Number 14351.00
Dear Peter,
As requested, we have completed our structural analysis for the hand-framed rafters, stairway supports, and
clipped beams framing areas of the above noted residence. Our scope of work included two site visits to the
project to observe the existing conditions and take information from the existing and in-progress construction
of the structure, which were completed on June 20 and July 31, 2014.
Background and Description
The new residence has been under construction for the past few years.
It is my understanding that the majority of the project framing was engineered by Stock Building Supply,
using plywood web floor joists, Ivls, glulams, and prefabricated roof trusses supplied by Menards. Portions of
the roof framing and ceiling framing were designated to be hand framed.
MMY originally came on site in June after the majority of the construction had been completed.
We were asked to visit the site, and to provide details for the hand-framed rafters, stairway supports, and
clipped beams. Our scope of work involves analyzing the noted existing in-place items and providing revised
details, if necessary, for the mentioned areas of the structure for compliance with the 2007 Minnesota State
Building Code.
Opinions and Recommendations
Our calculations indicate that when constructed per the following structural notes and attached sheets 1-5
dated 8/15/2014, that the installation related to our scope of work will be in conformance to the structural
provisions of the noted building codes.
The wood-framed portions of the building are generally used as sleeping areas and have a live load capacity
requirement of 30 PSF per the Building Code except at the kitchenette area, where the requirement is 40
PSF. The original design documents prepared by the lumberyard indicate that the design live load for all of
the wood framed portions is 40 PSF and the design dead load is 12 PSF. The reduced requirement at
sleeping areas offers an extra 10 PSF that can be applied to the dead load for a total of 22 PSF at sleeping
areas. At the kitchenette, we performed an analysis and verified that the in place 9.5"TJI joists are capable
of supporting a dead load of 22 PSF and a live load of 40 PSF.
STRUCTURAL NOTES
Unless noted otherwise on the plans and/or in the details,these notes shall apply. If there are
discrepancies between the plans/details and these notes, the contractor shall conform to the more
stringent requirements, unless clarified with the Structural Engineer of Record (SER) prior to work.
MATERIAL STRENGTHS
Structural Steel Fasteners
I��_il Rc�rie���l_,etler i'Fiae I oC6
Connection bolts—ASTM A325 or F1852, Fu = 120 ksi
Anchor rods—ASTM F1554, Gr. 36, Fy= 36 ksi
Threaded rods—ASTM A36, Fy= 36 ksi
Structural Lumber
All dimensional lumber-#2 Spruce Pine Fir(SPF)or equal
Laminated Veneer Lumber(LVL)
E = 1,900,000 psi
Fb = 2600 psi
Treated lumber-#2 Southern Pine or equal
DESIGN LOADS
Roof
Dead load
17 psf
Snow load
Roof snow load = 35 psf
Floors
Dead load
22 psf
Live loads
Sleeping areas 30 psf
Other areas 40 psf
Wind
90 mph (3 second gust)
Exposure B, I = 1.0
EXISTING CONDITIONS
Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this
construction prior to fabrication.
Remove and replace existing architectural, electrical, mechanical, structural, civil, and miscellaneous as
necessary.
TEMPORARY BRACING
Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages
of construction until completion of this project. Provide temporary lateral support for all walls until walls are
adequately braced by permanent structure. Shore foundation walls retaining earth until floor framing and
basement slab are in place. Use caution when operating equipment adjacent to foundation walls.
DIMENSION LUMBER
Design assumes lumber is free of significant splits and checks, and contractor will visually inspect during
installation.
Sills and all other lumber in contact with concrete or masonry and within 8" of finished grade shall be
preservative treated wood.
Preservative treated wood shall be in accordance with the American Wood Protection Association, Standard
U1.
All lumber is to be grade stamped, which is to contain grading agency, mill number or name, grade of
lumber, species or species grouping or combination designation, rules under which graded, where
applicable, and condition of seasoning at time of manufacture.
All lumber shall be seasoned to a moisture content of 19% or less, with the indication of"S-Dry" on the grade
stamp.
All lumber shall be protected from the elements.
Minimum nailing shall be in accordance with Table R602.3(1)of the 2006 IRC unless noted otherwise.
All walls shall have a single bottom plate and double top plate.
Exterior walls shall be 2 x 6 studs at 16" on center unless noted otherwise.
Interior bearing walls shall be 2 x 4 studs at 16"center unless noted otherwise.
Interior non-load-bearing walls shall be 2 x 4 studs at 16" on center unless noted otherwise.
Beams shall bear on a minimum of 3" along their length and fully along their width and have a minimum of 2
typical wall studs supporting them.
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Joists shall bear the full width of supporting members (stud wall, beams, etc.).
Provide solid vertical blocking at all joist spaces below wood columns. Provide matching columns to
foundation at lower levels below columns comprised of 3 or more studs.
All beams and joists not bearing on supporting members shall be framed with prefabricated joist hangers.
Beams or headers made of 2 - 2x's shall be nailed together with 16d nails (.162" x 3 1/2") at 16"on center
along each edge, typical for each lumber ply.
Spacing of bridging for joists shall not exceed 8'-0".
Double all joists under parallel partitions.
All plywood and OSB shall be installed per American Plywood Association standards, including the use of
construction adhesive for fastening to floor joists.
All fasteners and hangers in contact with treated lumber shall be G185 hot dipped galvanized or equal.
Lumber grading rules and wood species shall conform to Voluntary Product Standard PS 20-99 as published
by the Department of Commerce. Grading rules shall be by an agency certified by the Board of Review of
the American Lumber Standards Committee.
Performance requirements, adhesive bond performance, panel construction and workmanship, dimensions
and tolerances, marking, and moisture content of Wood-based Structural-use Panels shall conform to
Voluntary Product Standard PS 2-92, as published by the Department of Commerce.
WOOD TRUSSES
Responsibilities of the contractor, building designer, truss manufacturer, and truss designer shall follow the
publication "TPI 1-2002 National Design Standard for Metal Plate Connected Wood Truss Construction."
Truss supplier shall notify SER of any proposed revisions to the layout indicated on this plan. Revisions that
affect the structural design will not be allowed without prior written approval by the SER.
Trusses shall be designed for top and bottom chord superimposed dead and live loads as indicated above.
Truss supplier shall design trusses to support additional dead load from, but not limited to, sprinkler lines,
and rain leader systems, piping, cable trays, ductwork, etc., as per IRC. Coordinate with
mechanical/electrical as required. General contractor to verify location and magnitude of all such loads with
truss supplier and SER prior to fabrication of trusses.
See architectural plans for attic draft stop locations and design roof trusses accordingly.
Live load deflection of roof trusses shall be limited to 1/240 of the span.
Live load deflection of floor trusses shall be limited to 1/480 of the span.
Design trusses for top chord bearing or bottom chord bearing as shown on drawings.
Truss configuration, pitch, overhang, etc. shall be indicated on the architectural drawings.
Spacing of roof trusses shall not exceed 24"on center.
Lumber for wood trusses shall be in accordance with manufacturer's recommendations.
Truss manufacturer to provide girder trusses, hip jacks, and step-down trusses as required and designed to
support all superimposed loads. Provide hip-sets, dormers, and piggy-back trusses as required.
Truss manufacturer to specify if roof sheathing needs to be applied before placing "over-framing".
Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting
member as shown in details.
Truss manufacturer shall provide truss to truss connection hangers.
Bridging, and bracing of truss compression and tension members, shall be installed in accordance with the
truss manufacturer's design and directions.
No cutting, notching, or modifications of trusses will be allowed without the manufacturer's written approval.
Contractor shall provide permanent and temporary diagonat, lateral, and cross bracing in accordance with
the publication "BCSI 1-03 Building Component Safety Information, Guide to Good Practice for Handling,
Installing and Bracing of Metal Plate Connected Wood Trusses" by the Truss Plate Institute and Wood Truss
Council of America and as otherwise necessary. For spans longer than 60ft., contractor shall hire a
structural engineer to design the necessary bracing.
Permanent bottom chord bracing and web bracing shall be located as shown on the truss drawings and shall
be minimum 2 x 4 with 2 - 16d nails to end walls and trusses, lapping two truss spaces at splices.
Provide double hurricane clips at multiple ply trusses.
WALL SHEATHING
Wall sheathing shall be minimum 15/32"thick APA rated panels, rated for spacing of supporting members. A
minimum 32/16 span rating is recommended.
Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long
dimension of panel shall be either perpendicular or parallel to supports. Fasten wall sheathing with 8d nails
+._ . �- :.. i. .-,a �-`fl �,�b
(:131" diameter x 2 1/2") spaced at 4"on center at supported edges and 8" on center at intermediate
supports. Leave a 1/8" gap at all end and edge joints to allow for expansion. Stagger end joints of panels.
Refer to plan and notes for any special shear wall nailing and bolting conditions. Gypsum sheathing to be a
minimum of 1/2"thick fastened with 6d cooler or wallboard nails at 7" on center to all framing members
unless noted otherwise.
ROOF SHEATHING
Roof sheathing shall be minimum 19/32"thick APA rated panels, rated for spacing of supporting members.
A minimum of 40/20 span rating is recommended. Provide panel clips, one between each support, for
supports spaced greater than 16" on center.
Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long
dimension of panel shall be perpendicular to supports. Fasten roof sheathing with 8d nails (.131"diameter x
2 1/2")spaced at 4" on center at supported edges and 8" on center at intermediate supports. Leave a 1/8"
gap at all end and edge joints to allow for expansion. Design of roof sheathing assumes that the roof will be
properly insulated and ventilated. Refer to APA publication N335N "Proper Installation of APA Rated
Sheathing for Roof Applications."
FLOOR SHEATHING
Floor sheathing shall be minimum 23/32"thick tongue and groove APA rated panels, rated for spacing of
supporting members. A minimum of 48/24 span rating is recommended. Provide Exposure 1 grade. Panels
shall be continuous over two or more spans, and long dimension of panel shall be perpendicular to supports.
Fasten sheathing with construction adhesive and 10d nails (.148" diameter x 3")spaced at 4" on center at
supported edges and 8" on center at intermediate supports.
ENGINEERED LUMBER 1-JOISTS
I-joist members noted on drawings are manufactured by the iLevel-Weyerhaeuser Company. Alternate at
contractors option of equal design properties.
Depths shown on plan are actual.
Notching or cutting of I-joist flanges is not permitted.
Web openings may occur under strict limitations by the joist manufacturer.
I-joists shall bear the full width of supporting members.
Install web stiffeners, blocking between members, and nail to supporting members as per manufacturers
recommendations.
LVL WOOD MEMBERS
LVL members noted on drawings are engineered laminated veneer lumber as manufactured by the iLevel-
Weyerhaeuser Company. Alternate at contractor's option of equal design properties.
Sizes shown on plan are actual size.
PLANS AND DETAILS
Refer to the attached MMY redlined sheets 1-5 dated 08/15/2014 by MMY for the required framing members.
Refer to the following for typical allowable notching and boring of inembers.
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Figure 1: Uniformly Loaded Wood Beam, Joist, and Stud Notching and Boring
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Limiting Conditions:
The opinions and recommendations contained in this report are based on information provided by you, visual
observations, building codes,and calc�lations performed based on this information. No attempt was made to perform an
exhaustive investigation of all conditions and connections. It is possible that conditions exist that cannot be discovered
or judged due of the nature of this investigation.The work provided in the preparation of the report concerns the
structu�al capacity only and is not intended to address other aspects of the construction. The risks have been allocated
so that the Client agrees that Mattson Macdonald Young, Inc.'s total liability to the Client shall not exceed five times the
total amount paid for this design service.We have not addressed items other than those directly discussed in this written
report.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Mattson Macdonald Young, Inc.
�� -� %
._.. . .F o'_ ._ �
Adam Neigebauer, P.E.
I hereby certify that this plan,specification or report was prepared
by me or under my du'ect supetvisi�n and that I am a duly licensed
ProYessional Engineer under the laws of the State of Minnesota.
� �
.�_... ...---� .�. __�...,,,..m�
Arlen P Grant, P.E. �ten r.G��,c, P.E.
8/15/2014 MN Reg.No.43827
�� .. ,. �� � �I ,
CONNEGTAL�LEDGER BOARDSAND LEDGER
STRWGERS WITH 2-4"TIMBERLOCK SCREWS AT �
� EACH VERTICAL FRAMING MEMBER AT STAIRWAY.
CONNECT ALL LAN�ING JOISTS TO LEDGER
BOARDS WITH SIMPSON LUS26 JOIST HANGERS.
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VAN. B 1/2 2-PlV TJI .. . I
T i �•�@ 16'O.C. � H 1l2'2-PLV TJI I �� 'i � I
� ,. $ � � ��18"O.C. � I ;��
3 xa 4
_ �o Dlnfna - i,io� mx �I
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f m� �,m ��I I P s�.ioin. �a o�p x�.s� vl .
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n
__ �
�
' --- � .--,� 110 PaMrv I 1
----- • � 121�xt0
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y 'i, .*'__ —�al� REF. �. 0 . .. OVEN ... _ _ _ _._'___'_ _-- . . I F...
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I
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1.81!i1118' 8'.1'�G�66 21'.81�11E' 11'-]12' �'.0• 2 B :. 18'-10114' � i'.fU�/4
� 29'-�if!' IT-Jt2•_ -__�" —" 20�-8•
bT-5'
Gmerel No1B5'
1. All e�tarior dimeneiane are to the oufnicle face ot eh�cln.
_. p��;�.,�o��m���o�s�a�����s��a�eo�e��a, BEAM, HEADER, AND MANUFACTURED �FirsiFbor
g`�a�"otheentero1in1fiofe��d" TRUSS FRAMING PER CODE(DESIGN BY
OTHERS)(TYP THROUGHOUT)
�,��,
��,oa
�'m.-cd�,,.•i'vs� Yo�ng.�.w.LL-,;..��..,.�
CONSTRUGTION DRAWINGS
t404 BaMur Park Road Noted Item
Design
MMV r APG�08.752014 Page 1 ot 5
L'Ji11��aEC;NLL LEUiiEf;t�U�.F.US AfJU -LL:'.,E:4
57HWGERS WITH2-4"TI618ERLOGKSCREWSAT
EACH VEFTICAL FRAMING MEMEER AT STAIRWAY.
CONNECT ALL LANDING JOISTS TO LEDGER
BOAFDS WITH SIMPSON LUS26 J04ST HANGEFS.
9'��' � 2ll'-01/2" 1T-�12' 20 9'
-_ ] tlt/e' �'-1" �" <'-1" 3" �'-1" 3'-)�l!' e'-8' 1'�B' S'-101P1' 1V-1'//B' ] .� _.�-J. . • p•�l� �:
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I _.i I� ' ' ICRO IA� . a . . � . �.t� N � __.. ' . . v � __ b11GR LAM �
B
_____'a'RHSFIW/CEKMIB_ED' ""'�`B f Ofli�_ .�I1�6•' IN�. CLOSET 1� _"' __"_ ' '_ '_,FtU6HiY/6ENNG�7 �I..
I ',a � . .� �I m
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I I 13 ^ � = m� 212� 2'1iJ'�4]M' � B'-6• ]'-55�8'"', i I K� I
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I � a�n-i�i � Bedroom 2
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m �
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m nf\ � ._-. _...___ .� � FlREPLACE �. �
j \� \�� z� . �- 2�01 I i �,
,, --�- - ' I N 91/2"TJI... II .
_ SHELVING 60 � 'J`f )in' I ACCESSPAHEL DUMI t,'2' � � )t�• �° I
VAN. �G� 6'-0'k4��9• � ,
�� ' � S7EAA1 LONGTEPM WAIi *
.-*L '___°__J� e I I�!I � STORAGEBSAFE _- z^ _
,� SHOWER -}�
� I ' I. 6._5• B,'�" �J �I 72✓
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oE � �-
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s � z� � � Maz e r.�• "'�� �S.l�i ly �e 'z�s) b�1h �`� �I IA lison -
I� � I 2oJ\ loset �� a ocvH � ,��.�
e m � i. � �
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•_— 12'TJ � � ---.-' -__'_'._._.. .________ _...__.___... ; B/S ER ( J'Si�J' BED � ,
FIREPUCE 6. = 22x10 Z� , Z
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i
' e
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72'
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Omerai Notes'
7. AI!exterior dmensions are m ine autside(ace a(s�Ws. ,Fi`ished Secofid FIoO� 1785 SF
2. All interlor dimaneions are M the Iruide tace o�e�erior Second Floor —
""°`a"°'°'h°`°"�'°„"'""°",°`� BEAM, HEADER, AND MANUFACTURED ('
TRUSS FRAMING PER CODE (DESIGN BY
OTHERS)(TYP THROUGHOUT)
Motlson
ro� MOCOMaM
h�wirOduMn55�p . ngm'myerTr�
GONSTRUGTION DRAWINGS L
1404 Baldur Park Road Noted Item .
Design
MMY/APG;08.15.2014 Page2ot5
CONNE�TALLLE�GERBOAHOStiND LEDGER
STR WGERS WITH 2-4"TIMBERLOCK SCREWS AT
EAGH VERTICAL FRAMING MEMBER AT STAIRWAY.
. CONNECT ALL LANOING JOISTS TO IEDGER
BOARDS WITH SIMPSON LUS26 JOIST HANGERS.
21Y�0' �'-Bil2' Y'� 9'�B1/2' 16.6•
I2�.0, �.,0.4. .,g.q.�.,G. Z.,O.
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, � _ Ym= -r—
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^ � PL451MNABOVE i �'I - p}.� � I �� �
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: � -. �:::- .�..!.. � . m . . � LOSET � a•oaia" s�-� a�-oa<• i �
� �_._-__.. ..'_-,f_ I� � I
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' ��1 - � a�.)JII.n 312 � I i I
0
IJ M �s•,�• N� ' ' -
� � -� �� OUEEN
� ----w� � BED
I �' -- . . . �� , _- .. '_� '� ' j ��RETRACTABLE
�� �,� ... � � '__ ' "' '_ _" "" '_' . �n� ' I �� SCHEEN
< �
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i N � � Q? N NQ � l,
�..i - �� , z¢ �
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+ 313 i
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zo � 8. s s, -.����. ap _
I' � � . .� �: � o� o ,, �d
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� b � a �' w� 10.
�R s��a• ia-o� .. I 9. Baffi I I
� e � � — " �@i 3
i.._ I � � ACLESS � ��3� :.
�t�5
i_ �� J �•.�� �-o• n S��o� ��-g' S-6' PANEL i j�
Deck h — I I
� I. I 3a7) . �30B�I . _ .-. . 2r� 48"xJ�" I
; - �� i WINE � Z SiEAM I
� - :��I 'CELLAR WINE WIFE' ..I m SHOWER I i
I
_
.i ""'_ .._ ..._ . .. . .. ---, , -
._ _ .-- "-_ _. -_' -_ ' '
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ii
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,o,a. _ --.—_ �
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�MYfsIN0�06: uw�c...�...C.a� Mallson �
MaC4oMld
1. All e.teriordimernans are to the outside Ince o/studs. p�*-�n>�.�+�+ss+n� Yaung.�,,....il.���...,,� -- - -- -- ---
2. nn�inte�ior 6mensio�»are to�he insi0e�ace oi enenor CONSTRLICTION DRAWINGS ���Hdlf StOry
studs and to tne center of Interlor studc.
1404 Baldur Park Road Noted ttem
Design
BEAM, HEADER,AND MANUFACTURED MMY/APGl08152014 Page3of5
TRUSS FRAMING PER CODE(DESIGN BY
OTHERS)(TYP THROUGHOU�
SEE SHEET 3 PROVIDE 2-3/4"X
r 48" LENGTH „s
GUSSETS FOR
� EACH RAFTER • �-
_ __-- -
MEMBER WITH 20X / � -- � °
�= STAPLES INTO
"�� ' EACH MEMBER ' �_'
, ;
,,� , (TOTAL 40 I '
STAPLES PER � PROVIDE 2X6 LEDGER BELOW �"�
�„fi,o,� _ _ _ ' GUSSET, 80 RAFTERS CONNECTED WITH 3- n�,o"fl
STAPLES PER r 16D NAILS INTO EACH �
CONNECTION) i �� VERTICAL FRAMING SUPPORT : s
= ', _ � �� ,, ,.
-- - _--——
i _�- �
_
�
I
;i, . :
� „ r
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-- ---__ _____ .
_ _, .
' � y I
—�5����y � ----- —-+- ` � _ ss�o��,��Fl_��_����
1U�-3" — _— __ ��,..3^V
I i
��
. �li �. I� . el i
I 1 "
l — I
F�rs��r i I —_ _! _ o �� � I
Firs1 Fbor�
-(�"a:-o^ -- - - --��- -�4-- o.,o..
I
-- e�isn�v��m_� -- -'i� - --— ------- -------- - ---- -___- �� -----� --- ---�- - ---._. _._�- - --e"`t�'aZ`�e.-�
— - - -- — - - --- ---. . _ ._- -� --- - ---� --- .z..a• ..
i�'�artn smi�sxtb� --- ------- - ��.Trocai eu�krog secto�
u v —
REMOVE EXISTING 2X4 JOIST AND REPLACE WITH
2x6 @ 24"O.C. PROVIDE LUS26 OR EGIUAL JOIST
HANGER AND LSTA24 STRAP FROM BOTTOM OF
°--���� ��� JOIST TO BACK SIDE OF 3-PLY LVL BEAM.
�,�.,�,.ek�. � ���
� Y°""°"`""`��'�� CONNECT 2X6 TO SIDE OF RAFTER WITH 6x 10D
CONSTRUCTION DRAW WGS
1404 Baidur Park Road Noted Item
NAILS.
Design
MMY/APG i 08.152014 Page 4 of 5
BEAM, HEADER,AND MANUFACTURED
TRUSS FRAMING PER CODE (DESIGN BY
, OTHERS)( TYP THROUGHOUT)
SHEET NOTES
1. ALL STAPLES TO BE STEEL, 16 GAUGE,2" LONG WITH 7/16"CROWN, DRIVEN WITH LONG SIDE OF CROWN PARALLEL TO LONG SIDE OF ATTACHED MEMBER
2. ALL RAFTER CONNECTIONS TO USE 3!4"SPAN RATED PLYWOOD WITH RAKED TROWEL COAT OF PL400 ADHESIVE BETWEEN PLYWOOD AND MEMBER
3. PROVIDE HURRICANE CLIPS AT ALL RAFTER TO TOP PLATE CONNECTIONS.
4. PROVIDE 4x4 POST. BLOCK BETWEEN STACKED POSTS AT STAIR LANDINGS. PROVIDE TREATED PLATE WHEN IN CONTACT WITH CONCRETE.
5. SEE SHEET 4 FOR DETAIL AND NOTES.
6. • 4'--►
_ --— --- - ,
, • • �
' � 2J5'—=• i
SUPPLEMENT END OF THE EXISTING 3-PLY 18" LVL WITH 1
ADDITIONAL PLY WITH THE SAME PROFILE IN THE LENGTH
SHOWN. PROVIDE A RAKED TROWEL COAT OF PL400
ADHESIVE BETWEEN PLIES AND 12 SIMPSON SDW22634
SCREWS IN THE PATfERN AS SHOWN.ADD TWO
SUPPORTING STUDS TO FOOTING ADJACENT TO EXISTING
STUDS ON SUPPLEMENT SIDE.
7. REMOVE EXISTING 2-2x10 RIDGE BEAM. PROVIDE 3-PLY 11 7/8 LVL RIDGE BEAM WITH HGUS5.50/12 HANGER AT GIRDER TRUSSES.VERIFY IF GIRDER TRUSS CAN
SUPPORT POINT LOAD OF 5.5K. PROVIDE ADDITIONAL GIRDER TRUSS PLIES IF NEEDED.
8. SUPPLEMENT ALL EXISTING 2x8 RAFTERS WITH ADDITIONAL 2x8 RAFTER FROM RIDGE BEAM TO TOP PLATE OF SUPPORTING WALL IN THIS HAND-FRAMED AREA. KEEP
EXISTING PLYWOOD GUSSETS IN PLACE AND PROVIDE SAME MATERIAL TO SHIM ADDITIONAL 2x8 PARALLEL TO EXISTING AT NON-GUSSET LOCATIONS. CONNECT RAFTER
PLIES TOGETHER WITH 16D NAILS AT 12"O.C. PROVIDE SIMPSON LSU4.12 HANGER OR EQUIVALENT. SHIM RAFTERS AS NECESSARY TO PROVIDE SNUG FITMENT INTO
HANGER.
9. PROVIDE 3 3/4"x 48" LENGTH GUSSETS FOR EACH 2 PLY RAFTER MEMBER WITH 20X STAPLES INTO EACH MEMBER (TOTAL 40 STAPLES PER GUSSET, 120 STAPLES PER
CONNECTION)
10. PROVIDE 2 3/4"x 48" LENGTH GUSSETS FOR EACH 1 PLY RAFTER MEMBER WITH 20X STAPLES INTO EACH MEMBER (TOTAL 40 STAPLES PER GUSSET,80 STAPLES PER
CONNECTION)
�.�..�e.W.��.���„�
� Moctlonok
rc..od.,.ia�.sswi Yo��9wn�.�u�u.x.,.���
GONSTflUCTION DRAWINGS
1404 Baklur Park Road Noted ttem
Design
MMv nPG;08152014 Page5of5 BEAM, HEADER,AND MANUFACTURED
TRUSS FRAMING PER CODE(DESIGN BY
OTHERS){TYP THROUGHOUT)
City of Oron�
;: ���otio,, Hardcover Cafculation Wc�rksheet
,
j ��`� I property Address:
`;`` �'� ' l Yay BAC�'�R /'.l�K ,�O�D (�/�'1fG�'.�RTy —
�'~""'_,:.�,,,�`.;% Prepared by: Date�
G'�'�a�`��"�°�' fr�t.�'oCl�T�'�,,.��': /Z- L�-iy
Stormwater Quality Overlay District Tier: {Circle one) Tier 1 Tfer 2 Tiei� 3 Ti�r 4 Tier 5
Ste�� 1: EXISTING HARDC�VER
In the following table identify all items of existing hardcover on the pro�e;�t�,�, iceyed bV le±fier to Certific��te
of�rvey(suivey must accompany this form). Use as many liries as necessaiy to accurately depict
existing hardcover status of the propeity. For Tier 1 properties, identify any features by letf�r�vhich are
split at the 75' setback line and calculate hardcover square footage seperately fer each partion.
Key to Hardcover Item (Describe} Length x Vtlidth ` �r°tal
Sw�ve (,, uare Feet
,�-,-�..�.,_ -�.... ..-.
Exam le Gara s '' 2�1ax�0'� 72J;S.F: '
� _—�._�_
A GClE 03 �.r-.
B d...t ,T�' I `f' 6.2 _ S.;�.
� /o � S.F.
� Lk S.F. �
E S.F.
F S.F.
G --- S.F.
H - — --�---- � ------- S.F.
� S.F.
� --�----
-- �-------- S F.
K S.F.
� � S.F.
M --�------- - ---�--------5�-
I
N --- --- — _ _ V � F. J
� - - -- �� -�-_ T --- ------------ 5.1=. I
P --- - S.F
Q ---- - --� ---5.1=
R ^ S.F.
S — _._ __-----5.F.
T . - _�..__- ----S.r.
� --- � S.F.
V � — ----� � _' S.F.
W--�— - --'— S.F.
x S.F
Y S.F.
Z S.F,
�'� Total Existing Hardcover � 7 S.F.
--- __ _ _-,.__...,_�_�_ .�.:��.:�`._.,......._.
Excludable H'ar.dco�er See Cit C'o;cie Sec;,78 168�':
,_ ,
.
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._ _ ......�..... . . ..�r..._.....W,.«........,;�
•----.._...... . _. wa. .,.. .. �.
�2) Total Excludable Hardcover � � �
j3) _I�et Exisfiny Hardcover LSubtract line{2 from lire�1�1 �v _ '___`_ � '' �.��*.�•.� �y_� ,; j!
�41 Total Lot Area � t�y r� ,�y ;". �
---------.__—.---------�._.�-----,-�._._._.____------____
'__. _._�._.�_I' �.....�F' ._..:�..._...........- ..r--.,,,,y
�
Existiny Hardcover Percenta�e C (3):- ;4) ] 9 ,�!y ��� �,; �;
. . �
,
------------------�-- RECEiVED----- --- (Pro�osec� 1-{:r��e!ce���r�i�c�>;t�",�.I.;.J1I..,
,
DEC 2 A'i-8Ui H' I 4oQ' �(�,t��1�k �
January�5; 1013 � 2014 �'e, V$�1M��� �0 '' Q��Q�
c�rY oF oRorvo 20t0 • ��!45
2614 - oot15
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE ,� SCHEDULED
PERMIT NO. " ZS COMPLETED 7 Z =�
ADDRESS v� a°�'
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION
lN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
� ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO EET U:_YES_NO
c�.� COMMENTS: //�'l��C !—i`12� /1 G—Li2��
�
W
a
o �H� a�<�vc� C��� �
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W
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W
�
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d
W ❑WORKSATISFACTORY:PROCEED PROJECTCOMPIEfE
� ❑CORRECT WORK&PROCEED ISS E CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. O HOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContra on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� � �,x,�"� ��AT� TIME �
CITY OF ORON� CALLED IN ��, �
INSPEC710N N TICE �j�-� SCHEDULED �
PERMIT NO. - L '� COMPLETED
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
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Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-4600
OwnerfContra r on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� �''� ' "��� DATE TIME
�� GITY OF aRONO���' ���� CALLED IN
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OwnerlContractor on site: �✓
Inspector. `
White opyllnspector's File Canary CopylSfte Notice
��J DA TIME v
CITY OF ORONO CALLED IN 6-I�
INSPECTION NOTIC SCHEDULED � �/:30
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2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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OwnerlContractor on site: P�f�' "—
Inspector. •�
White Copylinspector's File Canary CopylSite Notice
� DATE TIME �
( , CITY OF ORONO CALLED IN
U INSPECTIO NOT SCHEDULED � 3c�
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Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
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2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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Call for the next inspection 2�urs in advance. (g52) 249-46�0
OwneNContractor on site: '�
Inspector. �
White Copyllnspector's File Cenary CopylSite Notice
� � � DAT TIME �
CITY OF ORONO cn�0 7-7-�
INSPECTION NOTIC SCHEDULED 7� - �
PERMIT NO�DI ��
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OwnerlContractor on site: f ✓� � / �
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White opylinspector's File Canary CopylSite Notice
DATE TIME V
CITY OF ORONO CALLED IN b's'6Y
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Call for the next inspection 24 hours'n advance. (95 � 49-46��
OwnerlContractor on site:
Inspector.
White Copyllnspector's Flle Canary CopylSite Notice
v — J D TE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTI E SCHEDULED - a;�D
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Cail n ' i 24 hours in advance. (g52) 249-46��
Own Contractor on site: � L er
Inspector.
White yllnspector's File Canary CopylSite Notice
� -� �-- �
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION N TICE SCHEDULED / /�l�-�—
PERMIT NO. ��� co LETED
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Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerfContractor on site: � "
Inspector.
White Copyllnspector's Fi Canary CopylSite Notice
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