HomeMy WebLinkAbout2016-00073-VOIDED � , .
City of Orono
��: Building Permit Application
�� \'° for New Structures or Additions
,�
Mailing Address: ��/� �DD7
;'"���_� PO Box 66 Permit number:
' � �Q��, Crystal Bay, MN 55323-0066 Date received: �� ��l.�
j � Received b :
Street Address:� Y ��
� ' ' 2750 Kelley Parkway � /�Q ��
.� � � Plan review fee:
c, Orono, MN 55356 --�------
t"�krsr+o��' Main: 952-249-4600 Total Fee: �l�/�p-dd07
�--s` Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: �j ���(i � -� � �'� S I��•.� � /� ,
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No
lf yes,a special event permit is required with Police Deparlment and City Council approval 60 days prior to the event. Shuttle bus service ill be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: '�`%�j�
State License# Expiration Date:
Phone: (cell) (office)
Mailing Address: City: ZIP:
Contact Person: Applicant is: Contractor ! Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORM�,TION:
J
,
Name: ' J �� �_�:��4��_ �%�� �..-��a�, ;�
Phone (day): � � Z 75��/ --71 �`l
Address: 7-� 7 5 /�l � I;�z n�1 City: �',���;>�rk�:-.c-c ZIP: S �3 S'��
Email andlor Fax i.r,s ; �i ; �. h����,-t} c� G�,.,.�n; I < �- -w
ARCHITECT/ENGINEER INFORMATI N: '
Name: ��� �,� ��
Phone(day): � ��� L���
Address: C�J� ��
Email and/or Fax: ' 1'r'
PROJECT INFORMATION: Descri tion of ro'ect: fi� �
1.Type of Project 2.Proposed Use 3.Struct iisposal&
pp ly
❑ New Construction �Single Family with ❑Acces
❑Addition attached garage ❑ Deck �uer
❑Accessory Building ❑ Single Family with ❑Officeicommercial
❑ Relocation � \ detached garage ❑ Residence ❑ Private Sewer
.�ther: (specify) I � �r.\ ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
*'Any earth movement may require ❑ Commercial ❑Storage
MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑Other(specify)
15320 Minnetonka Blvd �1�� �
Minnetonka,MN 55345 �
Phone: 952-471-0590 � '�
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) � ����-� � �l_� C� - ��'
Packet Last Updafed: August 2015
Page 21
STRUCTURE INFORMATION:
1.Structure Dimensions 1.5tructure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= ,S k, Number of bedrooms= �
� �Wood/Frame
b.Width (ft.)= Z�S Number of garage stalls: ❑ Masonry
Areas in square feet Attached= Z ❑ Metai
❑Pole Bldg.
c. Basement= �� Detached= ❑ �CF
d. 15t Story = –��y-y� ❑On-site Prefab
e.2"d Story= ❑Off-site Prefab
f. '/�Story =
❑Other(please specify):
g.Total Area= �'�
REQUIRED SUBMITTALS:
All of the information must be submitted in order for our ap lication to be processed:
Not
Enclosed A plicable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
❑ ❑ Completed Ap lication Form
❑ ❑ Proposed Buildin Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set
❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Surve –2 full size,to scale meetin ALL surve re uirements)
❑ Hardcover Calculations
❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Polfution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ Data Privac Adviso Form
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;
. Acknowiedges 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 femporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as�uitt survey and all site improveme�ts.
ApplicanYs Signature: W.�� i � . Date: Y, / �
� /
Owner's Signature: � /'�ti � • Date: � �� / ��i
—T—
Packet Last Updated: August 2015
Page 22
��'��t�'�.�@� �'�,�R@.�'���.�1,n �����G��P�6E ��� �����:� ��''�'.�i������� �' '�',�������:
�,aa�esg: __,���'`� N b ���'� � . Pe��t �e.:_ ��-1.'�3�73
�escriptior� o�vvark: 62�te �ec'd: �'�•��
SeRtic review 6�: ��Q� `�- �Q,�� �ati�e�pprove�: ���
Zoning r��6e�isy: �ate Approdeef:
Buiiciing review tay: Date�pprovecl:
Gracfing revieva by:_ E�� ._.... Daf��pproved: � "�--��
Zoe�i�g QistrEct: L�'�� �oe�in� FEIe�: Re�o#: ��o Date:�Z'`�•
�ening: Lot�rea:� F AC 1��dth: �.ot Coverage: � � SF .�_%
Suc�ey SubenEttecl: �Yes � No Date of Suevey: �"'�"Z.�I t�evised date � : ' ��
Lan��cape �lan subrnitteei? Yes � No Landscaper: �
Pro ose�d Setbacks:
2� �.�
�r �(Lake} ar(�treetj ( [N S � Vii ) ( I� , E �) �th�r Buiidi�gs l�Vetla�d�
Sode SicEe
� ( � �' �.�
r•i4° 1 .r` �." _r ��.ia : .:,i�. '.. ` ,r,t «�- �
Defir�ed l�eight: Peak Height. ' � F�:�� fFE�inus 6 feet= ���'„�• `, (Exi�ting Contou
�erione��r(linear feet)= 5a%= L.F. beEawr gr�d�
Basemen#T � Yes � No, Stories
FOR A BUILDII�G 1filITH A BASEMEkT OR CRAWL SPACE: �OR A BUILDINC OF!A SLAB FOUNDATION:
The distance between the lowest pwposed STab at or abqve grade-
START W ITH �r(of the basement or crewl space)and measure from hi�hest exisUna
the highest poiM of the rooi. START W ITH r e to the highest point of ffie
roof even'rf flll was 6rougfitJn to
if you have a... elevate home.
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
(BASED ON windowsjc Subtract half the disfance from highest existing grade to the
ROOF TYPE) between the highest point of the roof h' hest inf af the roof.
to the low point of the corresponding ,Ifyou have a...
gable or hipped roof SUBTRACTION ° ��BLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(with (BASED ON (no windows): Suktract half
windows): Subtract half the disfance ROOF TYPE) the distance betwee�the
between fhe top of the highest highest point of the roof to
window and tFie fiighest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, o GABLE OR HIPPED ROOF
ma�sard,etc):No subtracUon. {witli windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
(BASED ON basemenUcrewl space floor and the the top of the highest
EXISTING highest exisUng grade adjacent to the window and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
� ALL OTHER ROOF TYPES
(flat,Fnansard,etc):No
EQUALS Defireed buildtng height subtraction.
Defined bullding height
EQUALS
Updated: October 2015
z:\formstplan review chedclist 10-2015.docx
Av�rag�L�keshcre S�tE�acPe �f��
Shore6ancf Qistrict ���'� ���'��� I�et?
� Permit Number: � Yes �No � �/q � Yes
� Yes � No No
s � N/A-see attached ��-� Setback:
Stormwater QualitZ+ Existing �roposec6
Overtay Disfrict Tier Hardcovee Ffardcover Variance Rec�c�ired CUP Requtred
circle one %and sf %and s
�(}�� �t��p� Yes � No C] Yes No
1�, 2 3 4 5 ���� � y^ ����� T e s): Type(s):
'�.d Sl
� .��� ����°o ���� s� z�..��?� 3cx�i �
Fees to be Cha ed YES NO
PermE�
Rlan Re�iew
�#at�Surci�arge
Investigation Fee
SAC-Humber of SAC Units
Other(specify)
S uare Foota e � er S uare�oota e
Basement X - �
1�Fioor X ' $
2nd Floor X = $
Garage X - $
Estimated Construction Value: S
Orono Inspections Required Work Requiring Separate Permits
0 Footing Q Site � Piumbing � Grading/Filling
� Poured Wall 0 Silt Fence/Erosion Contrpl p Mechanical a Fire
�Foundation Survey C! Hardcover Removal O Septic � Water Connection
Foundation Waterproofing � Other(specify) � Fireplace O Sewer Connection
0 Framing 0 Masonry � Lawn Irrigation
� Insulation � Mfg. � Landscaping
�s-6uilt Survey �3 Other(specify)
f� Final
t� �athe Requirec!Stat�Permits
Cf Oth�r(specify)
0 Wetl E� Electricai
REMARKS(ir�-housef.
O�FICtAL REC�GARFC�-�'Q BE �!O'6ED Ot� PERi1�ET/•lt�D II�iTfALLED:
'��ee�u6lder eR.ckno�v4edgemer�t Forr�
�rior to oney an as-built su cover calculations mu d•
Updated: October 2015
v\fnrmclnlan ra�iioui nc�rklict 1l�9R'I F rinrr
�
, , /
Christine Mattson '��ry ' � �
From: Christine Mattson �( � �
Sent: Friday,July Ol, 2016 11:15 A ����( �,� Qj�(�''
To: 'kathleenmunson@aol.co ;willi abbott(williabbott@gmail.com�" (� (�jQ� 1 �
Cc: Mike Gaffron ��i
Subject: 3590 North Shore Drive/#2016-00073 � a . �
Attachments: reso 6570.pdf; bldg permit plans.pdf �A�;``1 �
V` 1�'"
Kathleen, �
Per our telephone conversation click here to be directed to Item#14 of the December 14, 2015 council agenda for the
variances at 3590 North Shore Drive. Page 22 shows the average lakeshore setback and 75' setback line. Most of the
garage is within the average lakeshore setback and the 75°setback,so any volume expansion within that area will
require council approval. Page 40 of the council packet shows the proposed structure;which does not include dormers.
Attached is a copy of the building plans submitted with the building permit application which show dormers; a change
from the approved plans with the zoning application. Reconstructing the original dormer and adding a new dormer are
an expansion in a non-conforming area the planning commission and council did not see and were not aware of. On
page 6 of the resolution, under the heading Conclusions,Order and Conditions, Item 1 one states...any amendments to
the approved plan which are not in conformity with City codes will require further Planning Commission and City Council
Approval.
� In summary,there are two options:
a. Resubmit building plans that match the approved zoning permit application and we will continue our review of
the building permit application.
b. Notify us before Noon on Wednesday,July 13"'if you want your new proposal to be before the City Council at
the July 25th meeting. Please note,the council may decide to send your new proposal back to the planning
commission for their review.
Please advise the direction you'd like to take.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono ( MN � 55356(physical addressJ
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ
"�" 952.249.4620 � 8 952.249.4616
� cmattson@ci.orono.mn.us I � www.ci.orono.mn.us
Summer Office Hours: (Monday, May 23 through Friday,September 2,2016)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,July 4,2016
1
�- 11 -1�
��°�' � a Ff�er � �o
�� � d f� Cf/►t�d(,�'
�� ���f-- m i �'
� �'
CU.I� � VO�C�tO� •
� � � City of Orono
�o�,o Hardcover Calculation Worksheet
y � Property Address: �S � '�� �� ` r �
�t�'rfSH�Q'E` Prepared by: , (�;� � a S�,�r` Date: � �� f f
�.-- 6
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
75' setback line and calculate hardcover square footage separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Surve S uare Feet)
Exam le Gara e 24'x 30' 720 S.F.
A -u l..> S.F.
B C,c�� S.F.
C r'v� S.F.
D � "� S.F.
E Sa �k�� `7 S.F.
F vzrS J o�,r S.F.
G rs i�;,,,u- (7 S.F.
H � r�.,r✓� �' � S.F.
I �-<: �1 .. t e� a� i, `Z .5 S.F.
J r�-�,`i►,+ , � �ovis ' CU S.F.
K • � ' � 'i1- � � '1'j Z.5 S.F.
� ,�h„ � . � ^ � � � . S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Existin Hardcover S.F.
Excludable Hardcover(See Cit Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net Existin Hardcover Subtract line 2 from line 1 S.F.
4 Total Lot Area � S.F.
Proposed Hardcover Percentage [(3)=(4)] Z,L�, / `� %
(Proposed Hardcover ne�page)
RECEIVED
This is an information packet regarding Hardcover. Every effort has 6een made to insure the accuracy of the inform �i��cp,nt�iqj� �crein;
however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail. �UI�! U � 6�U�[7
Page 8 of 9
CITY OF ORONO
� � City of Orono
�oNo Hardcover Calculation Worksheet
1 � Property Address: �7�c�(� ��S'�� ,'��-
� �
?� / ��
��kF5H0�`�' Prepared by: a � Date: � l
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are
intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify
any features by letter which are split at the 75' setback line and calculate hardcover square footage
separatel for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Surve Square Feet
Exam le Gara e 24'x 30' 720 S.F.
A � � S.F.
B � Z S.F.
C n"�ye-u� S.F.
D J a� � S ' S.F.
E s��� 'F� S.F.
F a S.F.
G .•-' L-J� l� z-. S.F.
H sst a� � ic S.F.
� � W - 1'1�- G3 S.F.
� S.F.
K S.F.
� S.F.
M S.F.
N S.F.
� S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
� S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover S.F.
Excludable Hardcover See Ci Code Sec 78-1684 :
�' UZ� S.F.
� G� S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 4 S.F.
4 Total Lot Area 'Z � S.F.
Proposed Hardcover Percentage [(3)=(4)] �"7jd���/a
RECEIVED
This is an information packet regarding Hardcover. Every efforf has been made to insure the accuracy of the inforu�etl�ntQor�t�r��l6
herein;however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 9 of 9 �ITY 0�ORONO
Z�
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f n�:;�.s R�'�ii��:;..`� � � c^
JUN Q fi 201fi � ° °�
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ClTY OF �RC?�� � � ��
NEW 10:12 .._ d � O
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O �3
61 �o� '
EXISTING 12 GARP.GE ROOF TO REMAIN ��. 6 LP FRIEZE BD. � � � � �
_. \ �
NOTES: � tJEWGEDARSHAKES � �Z � �
�
�1.)ELEVATIONISARTIST ��. n,P_A����M � �112 ' � U
� RENDERINGONLY.ACTUAL ' FASCIA6SOFFIT �� i%20VER1%tOACCENTBAND ��
' ELEVATION MAY VARY ' � �
��i 2.)ALL OVERHANGS:DEPTH . 6 LP TRIM--� � 12 CEDPRxBRACKEf� . .
i SHALL BE 1'E"TYPICAL ��� 6�p���E BD v 12 i � � �
I UNLESS NOTED OTHERWISE � ���
. 6 LP iRIM rr � �,
��3.)ALL RAKES.DEPTH �. 24"X3PX6' � \ � �
SHALLBEI'-0'TYPICAL . cEDAftBqCKEf ' �-` REVISIONS
IUNLESSNOTEDOTHERIMSE � -- � -- - �- � �----- ------ � -�-------- - _ _- DA7EREVISE BY�
II4.)MATGH NEW SOFPff AND FASCIA ` �� o ��� i � 07/22/15 vAR. M.A.
TOEXISPGADJ _, �. ,1.� �, __ _ - Li � '.. ___ _ -. ��� I__'_ r .�.!'! �--J-�. � � �� I i� ' � �� - �� 10/07l75REVSD� M.A.
� -�-�-- - -��� � i .I 1 �I .1_.�� �j 12/07/15 REVS M.A.
I�IS.)CEDARSHAKESEXTERIOR I L� iX20VERiX10ACCENTBAND �I ---i- -� - � � I I i tt/09/15REVS M.n.
ALL ELEVATIONS . � � ' � I .�
I � e'LPTRIMBD *�'�-i ri�__ I _ y' w 12/15/15&D MA.
I6.)FINAL GRADE TO BE L. � ,r i-I�, I�� � � _ I-� r r : _ � ! S 12/28/15 PERMIT REV M.A.
DETERMINED ON SITE BY OTHERS L ��I ����� I������ �p�����-�, ,�L�-� m ;
7.)ALL EXTERIOR GLAZING � - - --- � �
TOBELOW-E �� �If II�I I I IIII I ����� � : P L F N T E R B O X --� -
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__
4__ <# . i. . .. . _ . . ... . �� uJ
NEW PROPOSED FRONT ELEVATION � >
� EXISTWG LOWER GARAGE TO REMAIN,NO CHANGE(SITE VERIFY DEPTH) _l I —
_ _ ___ ____ F— �
_ -- - - -
- --_ -_--- - --
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'. WALL ORREMAIN� SRE VER,IF DEPR HGE TO REMA�S7'G RETAINING /_. 6�TRTD.POST ON ' � � �
NO CHANGE , ..
18"�IA SONO TUBE 09l22/15
LEFT ELEVATION REAR ELEVATION FROSTF�T�N��' RIGHT ELEVATION
_ � AILLTOREMAIN� - - —- ---- -- � SCALE:
- - ---_-__-_—_—
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_NEW18X8FTG_____ __ __ 7
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��S: - - - Z- - -- JOI5TSPACI ON NEWi6X8FTG - -' - - - §
1.)ALL INTERIOR 8 EXTERIOR � � d i RE&4R PER.C NC.F7GS. � U I '4°' N '�,: Q
HEADERS TO BE 2-2x10 Y Z W.I.C.
UNLESS OTHERIMSE NOTED __ _ s� aq � m � NEW 18%8 FTG � �� __ r;} Z I W.I.C. . � (/�
a� LOWER GARAGE � -- ----- - \
2.)STAIRTRFADCUT __ _ � � r _ . _ .. DR_BM_ . " '_ ______ W W
SHOWN Q 10'-7 374'MAX RISE __ _ �V F�(ISTING 3 � RBSH l F z r_ y� _ _ tn ' RBSH � � /
3.)ALL ANGLED WALLS AT 45' a �� . q CL SET � . ^'
UNIESSOTHERWISENOTED Z __ _ �Z � � `�'� J �d' _ __ x U ' STORAGE � � � � L.C�
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6.)GARAGE WALL EXISTiNG TO REMAIN F �ur g�� � -�'
7.)TRUSS 8 PLOOR JOIST MANUFACTURER N
TO VERIhY SIZE&SPACING OF JSTS. � D W DROPxIN iue � FURN. H� W H O T Z
8 TRUSSES <2� J C
8.)4 i!2'RETURNS ON ALL DOORS EXISTING FTG PND TO REMAIN � �� � • . _ � � C -
UNIESSOTHERWISENOTED NEW PROPOSED BASEMENT LEVEL . - � O O ;
9.)ROOM DIMENSIONS FOR FINISHED \ � Z
ROOMSAREAPPROXIMATE3USED SCALE: 1/4"=1'-0" 12/28/15 e�-oY�^ g�• s•ioyz �a�^ /
FOR GENERALPLANNING.EXACT 991 Sa FT(FOOTPRINT)!882 SQ FT(FINISHED) �, O
ROOM DIMENSION WILL VARY.
35'4' O
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NEW 9'-0"H.x 8"W.POURED Z y` /1/
li
/:�'. INDICATES NEW WA�L CONSTRUCTION ��Fp�j,�q�W� _ � M O
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"TEAR DOWN EXISTING HOUSE TO FTG/SLAB AND REBUILD PER DRAWINGS. aE`a�a�a�o oE��
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' DRAWN BY:
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_ _._ - _
09/22/15
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NOTES: Z i : i . NEVJ LOC. !\l�l � SHELVES R T VAN ��' (/� �
1.)ALL INTERIOR 8 EXTERIOR � � J MECH C E t° Q
; i STANDARD LUMBER STEPS L-1`--� � 10'-8')C70'-0" ��
HEADERS T0 8E 2•2r70 : I ... TREATED WOOD ON CONC. � �w �_____,./ ,. ��� � � `
UNLE680THERYVISENOTEU 4 - i : . �p w i „� � ��yy�pD R ' 2 7112" �"�(��) � � '� �� ��
2.)STAIR TREAD CUT N t�l �/
SHOWN�10"-7 3�4'MAX RISE � NEW STAIR LL 4'-0' � I` , , �� . O �
' ABV w W I/. 3._�, � �_�.
3J ALL ANGLED WALLS AT 46• a p �i( �i � � �, � ._ �� O
uN�sson�EmnnseNorEo � . � ' FOYER � t� � � ,� _
NEW 9'-0'XT-0'O.H.DR(EX OC.) NEW 9'-0^XT-0'O.H.DR(EX.LOC.) � �% O � � � �
4JALLFJfTERIOR r_______ _____ _ __l r__________________, � i``.,! WDOAKP Z m n� p � ' f � v, � .
OIMENSIONS TO LL �
OUTSIDEOFSHEATHING � � � � _ - g .. � ' . � .
5.)MAINANDUPPERWINDOWS i i i I p �� 12'$"X12'-0" 4 p: � __RBSH%_ -W+ �— �
Q 5-10'HG7.(7RANSOMs ABOVE) i i i i � �i � �� - �
uNt�ssoni�nnserro�n i i i i x�� KITCHEN � � o ° �� . �a-0-xs- , 2ase . . I-- �
i i i i _ WDOAKPLANK � 4 ao � O
6.)GARAGE WALL EXISTING TO REMNN i i i i � � W.I.C. O
I I I 3''<� i i D.W.i x Y N ro ,CA�PET 5-11 1/4 �� c � Z 7
7.)TRUSSBFLOORJOISTMANU FA C T UR E R I i I �_-_-� o O I �-� PpJ.�TRY �= 3'3� �'� O L
TO VERIFY SIZE d SPACING OF JST3. i � � UPPERS i I i I ELVING O
8 TRUSSES EXISTG OPNG EX HDR EXISTG OPNG FX HDR 3 Z I �
i . � , �i i . � � . .� � � � �/�
K DH . Z v` /1/ I
BJ 4 72"RETURNS ON ALL DOORS I � Lt�
UNLESS OTHERWISE NO7ED �---cmnFc uN7ER� � 7-0' � W �Y\
9.)ROOM DIMENSIONS FOR FINISHED �-0" o� e w� Q � �'J O
ROOMS ARE APPROXIMATE 8 USED ---- --- --�
FORGENERALPLANNING.EXACT �a ��
ROOM DIMENSION w�LLVARY. CONC ORC ,..,,
NEW PROPOSED MAIN LEVEL � �•_��J4• DRAWN BY:
SCALE: 1/4"=7'-0" 12/28/15 e'�a+rz' � �a-�� a�.� a�-o� s�.z vr 4'-512' n.''ND�6 '
1076 SQ FT FINISHED .� JOB#:
e -- - _ _ _
j%:�'- INDICATES NEW WALL CONSTRUCTION �g • �
CONC WALK ����. DATE:
___ _..__. ._.._..
*'TEAR DOWN EXISTING HOUSE TO FTG/SLAB AND REBUILD PER DRAWINGS. O9I22��rJ
EXISTING GARAGE FLOORS,WALLS,AND ROOF(INCLUDING BONUS RM)TO REMAIN"
' SCALE:
1/4"=1'-0"
__
P
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2T-0' ........ .......
......... .
� t'-0' 8'-0' 13'-0" i'-8'
1 3'-0' 7-101f2' 7-0" 3' 3'-0" 3'-0" 3'6" Z I� �
� �n
S SHm F N SIiE R00 MATCMFJD T'OADJ I III I N^
1828ANM 1828 NM 2828 WN 2828 NT! 2M8 WN � II � ROOFVENTSTOREAROFROOF-� _ � O U� :
�Cl C I� !
EICWDWHGT-5'-1P VYDWHGT-S-10' I II I U �1 �C V
tq OPU 8.1.DESK AR q � i u i s6
m __________ � 1 II I VENTt/3000PATTIC ( '7 O ��p :
II I F � � � � � F 50%ATRIDGE �e9
NOTES. � i �� I =
* 50%AT SOFFIT �
� � ._... • / � I� I II i in g ' I�RIEE o g ENGINEERED ROOF TRUSSES � O. �_ ,..
1.)ALL INTERIOR&EXTERIOR �d �
HEADERS TO BE 2-Dc10 W 7'$"XB'-p" FO 14'$'X27-Y � I ii i ���T �2 24'O.C.BY MANUFACNRER I 1 C�
UNtESSOTHERWISENOTED � � � iz i ii i w � ASPHALTSHINGLES �� PEWDECORHWSEGABLE�- � ,d
o GAR.OFF. GAR.STUDIO o z
i ii i ONI5NFELT � �
2.)STPJRTREADCUT � � I yypGRAINVCT WDGRNNVCT I� I il i 1/2"O.S.B.SHEATHING ���12 }
SHO41M�10"•7 3l4"MAX RISE w > I -534 SQ Ff� i� I I I I W/CLIPS 72 8 � f � �9 ,...
3JALLANGLEOWALLSAT45' p I r- I b II I � BONUS RM WDWS ATNEWG4BLE � � O Q �!
UNLESS OTHERNHSE NOTE�
O i i z i� ii � 4 SCALE: 1/4"=1'-0"
4.)ALL EXTERIOR � I "NEW T�3l4'CLG HGT" �� � ��� � i• ,-0 �-
i N BRT G i i iiw i TVP-NEWFASCIABSOFFIT
DIMENSIONS TO a i � �KNOCKpOWN FIN.TMRUOUT' � i ii� i bIATCH EX ADJ FIN ON GARAGE � O ��
OUTSIDE OF SHEATHING � i i>� i ii� i R-18 CENNG IN ULAIION � � C
� __'___ i n¢ i 5!8'GYP.gpRB RIFR qY �I 'O U
5.)NWNANDUPPERWINDONS z , , ; . ---- -� F- -- i i�� i MIN.1'AIRSPA E EAVE {=� �
�e-�o^�r.(rrsnr+so�ns neove) � i i i`. i u i '� � 6
UNLESSOTHERWISENOTED � � � � i�'-' i
0 11'-3'X4'$. i i � i u�i i n C '
8.)GARAGE WALL EXISTING TO REMAIN � i i � � O .
� LOW STOR. � % i i � � n3 � 17 GYP.BD. �U
i nw i c� NEWDECOR
7.)TRUSSSROORJdSTMANUFACTURER 'a i � � �� i n� i � �i� 4MILVAPORBARRIER GREATRM FOYEWSTAIR CEDARBRACKET
TO VERIFY SIZE 8 SPACING OF JSTS. � � � � � � �� � � s 2�A STUDS�i8"O.C. F i
BTRUSSES � i i i �� KrEEWALL I il i � . � 'r� R408ATTINSULATION . c7 � ro .._.. _... .._.
(EX}33• I il i q� V= � 7/16'O.S.B.SHEATHING F �_ �- �
tnw �� SIDINGPEROWNER c7 � 73/4"NVIXRISE ..�- � _____ .____.__.. ________
B.)412^RE'fURNS ON ALL DOOR3 V T j j Vu1lT � il � i �, 6= �� 10'MIN.TREAD io
I I oN �i ii i x 6-8'MW.HEADROOM
UNLESSOTHERWISENOTEO i � i� i� i 3 iO o m� 32c1257RINGERS
� � � �� �� � � ASPERCODE REVISIONS
9.)ROOM DIMENSIONS FOR FINISFIED I i - W
ROOMS ARE MPROXIMATE 8 USED .�N i i Q II ii i
FORGENERALPUNNING EXACT � ��"3�� � � il II I 2,�, DATEREVIS�: BY:
ROOMDIMENSIONWILLVARY. I I q - Ii ii i Z BONUS RM WDW �� G .SUBFL WDLEDGE / ISVAR. MA.
,; � � ;� �� �I i 0 SPR4Y FOAM RIM NEW 14"FLR TRUSS OR W ST /15 REV M.A.
w
i i w' u u i 4 SCALE: 1/4"=1'-0'
w i i i
I 7 15 REV MA.
i �� yr�, _5�• x � ' i EXTERIOR WALI(-0UT WALLS HEA �N RIM ��T�'�+G GYP.BD. DR BM I/OD 15 REVS M.A.
�eoXOlfr : i�:� � ___BD%OUTI 2x6STUDS 16"O.C.ON UDALL�SEAMS q•-0• �- 2/i/15& MA
�____________ � :
� Z � 1 TR PLATE ON = I!28 15 PB2MR REV MA
4'-0"H.x 8'W.POURED RAIL ON
CONC.FWNO.WALLS NEW fTG,FND 3 ANKLE STEP AT tAN �
R-10DRPJNAGEBOARDON �crw,uxour � FAMILYROOM 3
PROPOSED BONUS ROOM RENOVATIONS � i INDICATESNEWWALLCONSTRUCTION 20�'�MC��� � zx+ouNo. 4 Z
NE�N DECK POST Q O
SCALE: 1/4"=1'-0" 12/28/15 �� N a g-0'H,x 8'W,pOURED
a � CONC.FOIIND.WALLS
2'EXTERIOR LEDGE '.-_._ __...._ ._____ '.
EXISTING FIOOR SlAB HGT TO REMAIN � z 7 TRTD.PLATE
GENERAL NOTE: NOTES: ��k°e�°cor"ri coac�res
15X8"FTG 16'X8'FfG REBAR PER CODE �-j--�
1.INSTALLTWO-MEMBRANETARPAPERBACKINGUNDERALI 1.MAINLEVELFLOORSHEATHINGTOBE3M'PLYWOOD/OSB "TEAR DOWN EXISTING HOUSE TO FTG/SLABAND REBUILD PER DRAWINGS. � ! 1
ROCKSTONEANDSTUCCOPRODUCTS PIACEDINSTAGGEREOPATTERNNAILEDN70.731fDx3'LONG EXISTINGGARAGEFLOORS,WALLS,ANDROOF(INCLUDINGBONUSRM)TOREMAIN'*
2.INSTALL KICK WT FLASHING FOR STONE EXTERIOR NAILS�8"O.C.AT PANEL EDGES 8�12"O.C.AT PANEL
IN7ERIOR SUPPORTS OR EQUIVALENT.
Z
3.SLOPE GRADE DOWNWARD AWAY FROM THE STRUCTURE A Z �ls IN�TLASP`TNG ARE TO BE PLACED SUCH THAT THE WO 1 . W
MNIMUMOFB"WfTHINTHEFIRSTTENFEETUNIESS �BUILDING SECTION- FRONT TO BACK
ADEDUATE DRAINS OR SWALESARE PROVIDED ��SCALE: 1/4"=T-O" 12/28I1 S � �
4.BOTH MATERIALS AND INSTALUITION OF DRAIN TILE, 3.&.00KING MEMBERS SHOWN MAY BE REPLACED WRH PRE-
WATERPROOFING.CONTROL JOINTS.FLASHING.AND MANUFACTURED TRUSS SME BLOCKING,DESIGNED FOR
INSULATION ARE TO BE IN ACCORDANGE WITH THE CODE �`���TERALCOMPRESSION LOAD.NAILING SHOWN IS TO _.. LL W
BY THE GENERAL CONiRACTOR,UNLESS NOTED OTHERIMSE �USED AT MIN.
5.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF iW0 4.BLOCIONG DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. ^/ \
ANCHORSPERSILLSECTION.ALLSECTIONSARETOHAVEAN ffREQU1RED,USEADDITIONAL2X45PACERSASSHOWNIN L.L /
ANCHOR WITHIN 4'TO iT OF EACH END.AN ANCHOR IS TO BE FIRST SPACE. �1�
PIACED AT ALL WALL CARNERS AND INTERSECTIONS ON 5.HOLES MAY BE INSTALLED IN BLOCKING IF RC-0UIRED UP TO F�� , .�
WALLS MORE THhN TWO FEET IN LENGTH.WALLS 1W0 FEET 4'IN DIAMETER,MAINTAIN 3"MIN.EDGE DISTANCE (n Q
OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR.
RE�UIREMENTS FOR SMEAR WALLS AND BR4CED PANELS
MAY BE IN EXCESS�THESE REQUIREMENTS.TWO INCH X
WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FWNDATION �� W
W�S GENERAL STRUCTURAL NOTES: R-49 CEIIJNG INSULATION
8.SILL PLATES ARE NOT REUIRED TO BE TREATED IN 4 Mll.VAPOR BARRIER O �
ACCORDANCE WITH IRC SECTION R319.1 REM 2 PROVIDED •SHEATH THE ENTIRE EXTERIOR OF THE BUILDING WITH OSB ��c'�'�' O
GRADE IS 8'FROM WOOD MATERIALS.ANCHOR BOLTS 12' (METHOO 3)INOICATING THE USE OF R602.10.5 CONTINUOUS ��� MIN.i'AIR SPACE EAVE
EXISTG GARAGE ROOF TO REMAIN � �
OR LARGER IN DIAMEfER ARE NOT REQUIRED TO BE 4VOOD STRUCNRAL PANEL SHEATHING
CORROSIONPRO7EC7EDINACCORDANCEWITHIRCSECTION NEW 0:72 SSOR iRUSS�i ii it n u n �' �r ii �i�i ii ii �i�i ii ii i � ��
R319.3EXCFPTIONI.CEN7ERBOLTSONPLATE. -CONSTRUCTIONMUSTCAMPLYNATHIRCFIGURER602.10.3 �� M N D ERAR �� ��� ii ii i� p p p p pi ,'ii '', i� ii ii i� i� i� ii i �
T.ALLPRE-MANUFACNREDFASTENERSANDCONNECTORS 7YF'ICALEXiERIORCARNERFR4MINGFORCONTWUOUS w ii �� �� �� �� i� ii i� � i� ii ii ii ii ii li n i =
ARE TO BE INSTALI.ED IN ACCORDANCE WfTH THE STRUCTURAL PANEL SHEATHING;SHOWING REQUIRED STUD � � \ ° ° ° ° ° ° �� ° ��'/ ° �� �� �� �� �� �� �� �� � C
/ n n n n ii u u u �' �� u u n u n n u n i �
MANUFACTURE'S REQUIREMENTS. TO STUD NAILING REQUIRED FOR THE CONTINUOUS METHOD. .. o.�: . � . u n n n u u u u i �u u � p. ii p ii p p p � F� ^ L
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DATE REV15�: BY:
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