HomeMy WebLinkAbout2015-05-20 PACKET 04.C. REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA
MEETING ITEM # ��
DATE 5/20/15
PREPARED BY: Community Development Jennifer Levitt
ORIGINATING DEPARTMENT STAFF AUTHOR
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COUNCIL ACTION REQUEST:
Consider approving Certificate of Appropriateness for an addition and modification to the 1947
Barn at 7310 Lamar Avenue South.
STAFF RECOMMENDATION:
Approve the request.
ADVISORY COMMISSION ACTION:
DATE REVIEWED APPROVED DENIED
❑ PLANNING ❑ ❑ ❑
❑ PUBLIC SAFETY ❑ ❑ ❑
❑ PUBLIC WORKS ❑ ❑ ❑
❑ PARKS AND RECREATION ❑ ❑ ❑
❑ HUMAN SERVICES/RIGHTS ❑ ❑ ❑
❑ ECONOMIC DEV. AUTHORITY ❑ ❑ ❑
� HISTORIC PRESERVATION 5/12/15 ❑ � ❑
SUPPORTING DOCUMENTS:
� MEMO/LETTER: Memo from John M. Burbank dated 5/14/15
� RESOLUTION: Resolution 2013-130
❑ ORDINANCE:
❑ ENGINEERING RECOMMENDATION:
❑ LEGAL RECOMMENDATION:
� OTHER: Certificate of Appropriateness for 7310 Lamar Avenue Barn Addition and
Modification
ADMINISTRATORS COMMENTS:
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- City Administrato Date
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COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER
Cottage
J Grove
�here Pride and P�OSPerity Meet
TO: Mayor and Members of the City Council
Ryan Schroeder, City Administrator
FROM: John M. Burbank AICP, Senior Planner
DATE: May 14, 2015
RE: Certificate of Appropriateness — Barn Modification, 7310 Lamar Avenue
Introduction
Wayne and Angi Butt have requested that the City Council issue a certificate of appropriateness for
the construction of a second addition to the existing 1947 era historic arched roof dairy barn on their
property at 7310 Lamar Avenue South. The planned improvements to their barn are in relation to
their current Historic Places Conditional Use Permit for a wedding and event venue. Details of the
improvements are attached.
Background
The property currently has a Historic Places Conditional Use Permit (HPCUP) for a wedding and
event venue in place. In 2013, the 1947 era historic arched roof dairy barn was included on the City's
register of Historic Sites and Landmarks, as required by the HPCUP approval.
In 2014 Butts' architect presented the interior and exterior improvement plans to the Advisory Com-
mittee on Historic Preservation (ACHP). The ACHP gave a favorable recommendation to the exterior
plans. The Council approved the requested certificate and a building permit was issued. The Phase
I addition was constructed in 2014 and was given a final inspection. Images of the addition are shown
below.
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Honorable Mayor, City Council, and Ryan Schroeder
Certificate of Appropriateness—7310 Lamar Avenue
May 13, 2015
Page 2 of 4
Below is the architectural rendering that was submitted with in 2014:
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The current request is related to the applicant's ability to able to increase the occupancy load of the
historic barn. The building and fire codes require the structure to be sprinkled to increase the occu-
pancy. Due to the property being on private well and septic, a 20,000 gallon water storage tank is
required as a component of a sprinkler system being designed for the site. Wayne and Angi Butt are
proposing to construct another addition to the southwest corner of the barn that mirrors the addition
approved in 2014. The water storage tanks would be housed in the basement of the structure and
catering facilities and additional restrooms would be included in the above grade portions of the
addition. The architectural rendering for the Phase II addition is below.
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2015 Phase II Addition Rendering
Honorable Mayor, City Council, and Ryan Schroeder
Certificate of Appropriateness—7310 Lamar Avenue
May 13, 2015
Page 3 of 4
The applicant also included the latest architectural rendering of the main barn that is being
submitted with the building permits for the restoration of that portion of the barn.
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Summary
• The previous addition was completed as proposed.
• An increase in occupancy requires sprinkling of the building.
• A 20,000 gallon water storage tank is a required component for sprinkler systems on properties
not served by public utilities.
• Having the tank in a heated space negates having to empty it in freezing weather.
• Having a charged sprinkler system will provide year round fire protection to the historic
structure.
Honorable Mayor, City Council, and Ryan Schroeder �
Certificate of Appropriateness—7310 Lamar Avenue ;
May 13, 2015
Page 4 of 4 j
• The ACHP reviewed the application and recommended the issuance of the Certificate of �
Appropriateness.
Recommendation '
That the City Council issue a Certificate of Appropriateness for the addition of an additional wing to ;
the southwest corner and a new door and dormer to the west side of the existing 1947 era historic !
arched roof dairy barn on the property at 7310 Lamar Avenue South.
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Certificate of.�l.ppropriateness '
Pursuant to dle requiremenis of§9-9-6 of the Ciry Code of tlie City of Cottage Grove, no owner or ;
conhactor shall disturb or alter any parC of a propert�� lis�ed ui Yhe City Register of Historic Sites I
and Landmarks «�idiout a Certificate of Appropriateness. The Advisorp Committee on Historie �
Preservation revie«�s applicahons for Cit�� permits in relation to desigliated historic sites and ,
landmarks. Certificates of Appropriateness ma3� be �-anted b5� fl1e Cit�� Historic Preservation �
Officer, acting on behalf of the Advisory Committee on Historic Preservation (ACHP), for small
projects and miuor «tork, or in cases where die proposed work will ha��e no adverse effect on a
designated historic site or landmark. Criteria and guidelines used in re��ie�ring applications for �
Cerlificates of Appropriatcness are contained in die Historic Preservation Element of tlie ;
Comprehensive Plan. An}� change in the scope of «�orlc subsequent to d1e issu�Ice of tliis
Certificate of Appropriateness requires a ne«� Cer(ificate of Appropriateness for sucli chailges.
Name and Location of Historic Property: "John P. FurUer" Historic Site, 7310 Lain�u- Avenue ''
Soudi, Cottage Grove, Miiuiesota.
Property Owner/Address: ��(�aj�ne and An�i Butt, 7310 Lainar Avenue South, Cottage Gro��e, 'i
Minnesota.
Proposed Work: To construct a second addition and a new door and dormer to the existing 1947 �
era historic arched roof dairy barn on the property.
Findings: The ACHP revie«�ed die proposal at dleir regul�u meeting on May 12, 2015, ancl i
reco�mnended approval of the request l�ased on die following findings: The proposed work is
consistent witll tlle Secretary of the Interior's recommended st�idards for rehabilitation of lustoric
buildings and die propert��'s preservation pl�unung report. It is a sizeable monetar5� investment in �
the lustoric propert��.
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Conditions of Approval: See Resolution 2013-130 ,
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Date: Ma��20, 2015 ;
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John M. Burbank,AICP �
Senior Planner
City Historic Preservation Officer
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Adr�soly Colnlnittee on Hlstolzc Preserr�ation
Cit��ofCottage GI-or�e, Minnesota
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RESOLUTION NO. 20'13-130 � �
A R�SOI.UTION APPROVING AN HISTORIC PLACES CONDITIONAL USE PERMtT I
TO ALL�W fiOR THE �PERAT(ON OF A WEDDINC AND EVENT VENUE
AT 7310 LAMAR AVENUE SOUTH ,
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_ __._ . ..._WHER�AS, Wayne and_Angela Butt have applied for_an_Historic_Places Conditional._Use ____ ,
Permit (HPCUP) to allow far fhe operatian of a wedding and event venue on property legally '
described as:
C�TTAGE GROVE PT BLK G EXC YHAT PT DESC AS FOLL BE� AT SELY COR i
SD BLK THN NLY ALG ELY L.N THEREO� 156.75FT THN CONT NLY ALG SD ELY
I.N 54,55FT THN WLY PARI�W1TH S LN SD BL.K 366FT TO W LN SD BLK THN SLY
ALG SD W L.N 191.1 FT TO INTER WITH L.N DRWN PARL W1TH SD S LN BLK G 2 ;
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Commoniy known as 7310 L.arnar Avenue South, Cottage Grove, Washington County, ,
State of Minnesota. j
WHER�AS, public hearing notices were mailed to property owners within 500 feet of the
property and a public hearing notice was pubfished in the South Washington County Builetin; and � �
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WHER�AS, the Planning Commission re-opened the public hearing on June 24, 2013; and
WHEREAS, a planning staff report, which detailed specific infarmation on the property and I
the application request was prepared and presented; and
1NHER�AS, the public hearing was open for public testimony and testimony from the
applicant and the public was received and entered into the public record; and !
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WHER�AS, the Planning Commission unanimously (7-to-0 vote) continued the public ,
hearing; and
WH�REAS, the Planning Commission re-opened the public hearing on August 26, 2013; �
and �
WHEREAS, a planning staff report, which detailed specific information on the proper�y and (
the application request was prepared and presented; and ,
WHEREAS, the public hearing was open for public testimony and testimony from the
applicant and the public was received and entered into the pub)ic record; and
WHEREAS, the Planning Commission unanimously(7�to-0 vote) recommended approval of '
the application, subject to certain conditions; and
WHEREAS, The City Council also Received a recommendation firom the City's Historic �
Preservation Committee to issue a certificate of appropriateness for the Historic places Conditional
Use Permit; and
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Resolution No.2013-130 '
Page 2 of 5 �
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. � NOW; THEREFORE BE fT RESOL.VED, the City Council of the Cify of Cottage Grove,- ' �
Washingtan County, Minnesota, hereby approves the Historic Places Conditional Use Permit ;
(HPCUP) ta allow for the operation of a wedding and event venue at 7310 L.amar Avenue South, I !
located on the property legally described above, subject to the following conditions:
1. A cer�if�cate of Appropriafeness shall be issued prior to the release of any building '
permits on the site.
2, The 1947 Arch Roof Barn is (isted an the Cify's Regisfier of Historic Sites and
Landmarks.
3. The limited commercial ventures that are permitted to be conducted on the site by �
this permit shall be limited to up to a maximum�of 130 events including outdoor
weddings and other special events such as corporafie events, special benefits, ,
conferences, and retreats. '
4. The permitted limited commercial venture uses does not include contractor
storage, staging, use, or operation. �
5. The hours of business operation are limited to 8:00 a.m. to 10:30 p.m. Sunday ;
through Thursday, and 8:00 a.m. to 12:30 a.m. Friday and Saturday. '
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6. The limited commercial ventures condifional use permit shall be reviewed by the
City one year after a cerfificate of occupancy has been issued for the proposed ,
barn renovafion, i j
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7. Storage of personal property not owned by fhe landowner or tenants is prohibited ,
on the premises, i
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8. All applicable permits (i.e. building, electrical, etc.) shall be applied for and issued
by the City prior to any work or construction taking place. Detailed construction ',
plans shall be reviewed and approved by the Building Official and Fire MarshalL j
9. The City Council authorizes the issuance of fhe necessary certificates of ;
appropriateness documents prior to the release of any buifding permit. �
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10. Any modifications to the building exterior on the site rnust be revierived by the !
City's Historic Preservation Officer or the Advisory Committee on Historic
I'reservation.
19. The distinguishing historical qualities and character of the principa( structure and �
its surrounding environment shall not be destroyed.
�2. The distinguishing historical qualities and character of the 1947 Barn and its
surrounding environment shall nofi be destroyed. �
13. A septic system design report completed by a licensed individual sanitary
treatment system designer shall be submitted to the City prior to issuance of a
building permit for proposed uses.
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Resolution No, 2013-�30 I
Page 3 af 5
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1A�. The parking areas shall be sized at a ratio sufficient to accommodate the vehicles '
that would match the occupancy of the site as rated by the City Building Officia(.
15. The frnal parking design is required to be reviewed by th� Planning Staff. Any '
parking improvements on the site musfi not negatively impact the drainage of the
______...... _sife or_adjacent_peoperties, T�e impra_v_emer�ts_mus_f_meet_the._South_Washington !
Watershed Districf and City sformwater management standards. '
16. SurFace water must be managed on site for any additional impervious surface �
installed on the site, The management plan design, construction. and !
implementation shall be approved by fhe City Engineer. ,
17. Motor vehicles are prohibited from parking on and along Lamar Avenue. '
98, Additional coniferous landscaping shal( be installed in areas adjacent to proposed ;
parking and access drives fhat are not sufficiently screened as determined by the
Pfanning staff after fhe construction of required parking. The quantity of the ,
additional required landscaping will be required ta meet approval of Planning Staff. j
19. The use of amplified music outside of the barn or tent is prohibited.
20. The use of the amplified music within the barn and event tent is permitted, and '
upon issuance of a certificate of occupancy for the barn, amplified music shall be ,
prohibited inside the tent. �
21. No more than two sides of any tent that is used can be down. ;
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22. Amplified music shall be required to cease at 10:00 p.m. Sunday through
Thursday, and 12:00 a.m. Friday and Saturday. '
23. The applicant shall obtain all required liquor use licenses required by the Cify '
Clerk.
24. The applicant shall ensure that all catering firms serving alcohol on site shall be ;
properly licensed as reviewed and approved by the City Clerk. � j
25. The applicant shall have all required insurance coverage in place in association
with all permifted uses, and shall have fihe City named as an additional insured
entity as required and approved by the City Clerk. ,,
26. All applicable permits related to food and liquor use must be compfeted, submitted,
and approved by the City prior to the commencement of any lic�nsed activities.
Detailed construction plans must be reviewed and approved by the Building
Official.
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Resolution No.2013-130 �
Page 4 of 5
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27. The property �shall be inspected by the Cify Fire Marshal and all requirements
arising from the inspection shall be completed prior to the commencemenfi of any
permifted activities. ' i
28, The property shall be inspected by fhe Washington County Health Depar�ment and
all requirements arising from the inspection shall be completed prior to the �
commencement of any licensed activities. �
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29. The private septic system compliance shal( be reviewed and inspected by the '�
Washingfion County Health Department.
30, Signage on the property is limited to twenty (20) square feet. �
3�. All outdoor activities must be supervised by the applicants or designated staff.
32. AO events with liquor must be supervised by a police officer licensed with the State � '�
of Minnesota.
33. Any fencing utilized on the site must be reviewed and approved by the Gify i
Historic Preservation Officer.
34. AI! waste removal from the sifie mus# be cnntracted with a commercial refuse i
hauler.
35. All trash containers must be screened fram public view in accordance with ;
ordinance criteria.
36: All lighting on the site would be required to be downward directed and meet the
City's light standard requirements for commercial uses abutting residential uses. ,
37. A,foot candle lighfing analysis will be required with the fiinal site design. ;
38. The sfandard City and State noise rules will be applicable to the site, If fhe Cify re- ! '
ceives noise complaints, the property owner must bring the nois� on the sife into
comp(iance upon notification by the City. �
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39. The sfandard City and State nuisance ordinance rules will be applicable to the site.
If the City receives complaints, the property owner must bring the site into
compliance upon notification by the City.
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40. Repeat violations related to parking, noise, the licensed use, nr HPCUP permit �
criteria will require additional review of the Historic Places Conditional Use Permit
by the Cify Council, with possible revocation of the conditional use permit as a
remedy.
41. The hased im rovement of the drive and
p p parking areas to meet the City's
standards shall be permitted under the direction and discretion of the Community
� Development Director, �
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Resolution No,2013-130 I
Page 5 of 5 �
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� Passed fhis 20th c{ay of November 2013. • - � � '
Myron B il , ayor
__. ... .__Attest:_---------- -----------_.. .... . .. ..---- -------------------�--... . . . ..__.- ----- I
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Caron M. Stransky, Cify Clerk '
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other aspect of the project except as sta�ed above.
under the laws of the State of Minnesota. �
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- U AREAAS DESIGNED °2013�°4°�` � �+�tl�:'����`:rn� �
2 PKG. SP + I W 7310 LAMAR AVE. SOUTH C�
� LOADING ZONE - f� � p MAIN FLOOR COTTAGE GROVE, MN. 55016
EXISTING 4,972 SQ. FT. � �
� o z NEW 864 SQ. FT. � a
TOTAL 5,836 SQ. FT. ~
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� EXISTING 2,689 SQ. FT. � m
PARKING PHASE I � AR EA O F
NEW ADDITION 864 SQ. FT. O W �
TOTAL 3,553 _ ui
GRA�E� -- CONSTRUCTION �
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- -- FROM ORIGINAL PERMIT FOR "A-2"TO"B" NON REQUIRED IBC TABLE 508.3.3 — a
• - ___ ARCHITECTURAL PLAN 3040-14. Cn �S �
_ sEE �ET. oN THaT sET. OCCUPANT LOAD - NEW ADDITION w w w ^
BASEMENT 672SQ. FT. NOOCCUPANTS PROJECT INFORMATION z 0 Z
z
377, ► _ f N MaiN F�ooR 864 SQ. FT./200 =5 PARCEL NUMBER: 12.027.21 .23.0021 U w � �
98 -- -- -=-- - SECOND FLOOR � � Q Q
_ T O I L E T R O O M S_3 9 6 S Q. F T./5 0=8 � � � �
-- STORAGE 468 SQ. FT. /200 = 1 � �
-- 7 4 T TOTAL 9 PROPERTY ADDRESS:
-- H• s EXITS REQUIRED 7310 LAMAR AVE. SOUTH.
---------_ � . s. COTTAGE GROVE, MN. 55016
1 EXIT REQUIRED EACH LEVEL IBC TABLE 1015.1 �A T E: 2 0 M A Y 2 0 1 5
1 EXIT PROVIDED @ MAIN FLOOR DIRECTLY TO THE OUTSIDE OWNER:
___ 1 EXIT PROVIDED AT THE SECOND LEVEL. THRU EXISTING WAYNE & ANGIE BUTT
---- _ SPACE TO THE SOUTH DOOR. THE TOTAL OCC LOAD AT 7310 LAMAR AVE. SOUTH
THAT DOOR WILL BE 99 X 0.2 -20". MIN 36" DOOR COMPLIES.
NOTE:
� PLUMBING FIXTURES COTTAGE GROVE, MN. 55016 PROJ. NO.
ALL DIMENSIONS ON THIS PLAN ARE REFERENCE ONLYAND . ZONING: 3049 _ 1 5
REPRESENT INFORMATION GIVEN TO THE ARCHITECT BY OTHERS. THE PLUMBING FIXTURES REQUIRED FOR THIS FACILITY WERE R-4
THIS PLAN IS FOR THE PURPOSE OF PRELIMINARY DESIGN ONLY AND MET WITH THE APPROVAL OF THE BARN REMODEL
IS NOT FOR CONSTRUCTION.
(ARCHITECTURAL PLANS 3008-13, 3040 - 14 AND 3047-15). THESE
FIXTURES ARE IN ADDITION TO THE CODE REQUIREMENTS.
� SITE PLAN
U 1" = 30'-0"
A- 1 F 4
1 1
A-3 24' -0" 8' -0" A-3 24' - 0" � �"�
1' -31/2" 21' -5" 1' -31/2" 1 •� v
5' - 10" 1' - 11" 8' -6" 1' - 11" 5' - 10" A-3 24' -0" �.,.r �
9' -9" 4' -6" 9' -9" � �
4040 CSMT. 4040 CSMT. 1832 1832 1832 1832 •
� U �
�,,,i o
�I . . . . . . . . . . - — .-- ' J N
�"�"� �� �
REF_ REF_ '
SIM 6 ' � �r'
r--� `fl
� � A-2 •� r,
0
� � � �
�
STO RAG E N RE-USE EXISTING WINDOWS N WATER STORAGIEOAND FIRE PUMP ~ �
r � _r 10,000 GAL z
6 6 �
�
� T � � r A-2 A-2 = �
co T — —T � o
w o
Q�
• Z >''
11'-9' DIA. X 13'-1" TALL WATER STORAGE
12' - 9 1/2" 0' -8" 7' - 11 1/2" TANKS. CONTRACTOR TO VERIFY THAT TANKS O�
BEAR UNIFORMLY ON SLAB, THE AREA OF THE 'r =�
0
FOO D P R E P N TANK FOOTPRINT. CONSULT WITH DSPC IF � __.�S � �a
� � FOUND TO BE OTHERWISE. • ��
2' -0" � EQUIP. AND DESIGN BY OTHERS - 00 0 _ T�
� 1- MIN. N --- �
O N
3 � 3 3
A-3 A-3 �/.H. A-3
� 3'X4'TRAP 3'X4'TRAP
o _ o � DOOR TO FIRE o o DOOR TO FIRE
� � � T PUMP. VERIFY � PUMP. VERIFY
M r, M SIZE WITH PUMP M -SIZE WITH PUMP w �
INSTALLER. - o INSTALLER. _ � o
� z
N 5� -o° H.C. UNISEX TLT. � z o �
�r DET. THIS SHT. HORIZONTAL a z �
r 4'X 13' C O N C. S T O O P W/ REBAR IN WALL TO 1 O 000 GAL w � �
� FROST LINE FTGS. - EXTEND INTO THE ' °C °C =
�, r BASEMENT WALL z O �
0 30". TYP AT OPP a � a
T °' M E N _ ^ T SIDE SERVICE LADDER. � m �w
� , 3068 - �, ATTACH TO WALL w o z
U
WOMEN � w � J Q
HORIZONTAL REBAR IN
3068 WALL TO BE DRILLED & �v� � �
1' -6" - EPDXIED INTO THE �w o Q
NOTE: HANDI- - ��� �
N EXISTING CONC. FND. z=a a p
MIN. ap � CAP TLTS ARE ' I WALL. EMBED 6". USE '-'�'v� ��
�oczaw
OC J �Z
o �, AT THE MAIN C° I � HILTI RE 500-SD EPDXY. �Q Q _z
� FLOOR I X 7' -4" 8' - 11" 7' -3 1/2" TYP AT OPP SIDE.
— 5 5 �u�� Q� �
w zo�c� �� �
� A-2 4" CONC. SLAB ON GRADE W/#4 @ 16" O.C. A-2 z Q� 0 0 `�
00 � o o EW. DRILL& EPDXY INTO CMU WALLS& Q=� Q� �
2 2 00 � _� 2 _� E X I S T I N G C O N C F N D W A L L. E M B E D 4". U S E C�J= z a
A-3 A-3 - I = A-3
HILTI RE 500-SD EPDXY. z�� O c~i� w
� °' I O �- DBL 3068 -� °�a� �_ �
' EXIST. POURED CONC WALL ��� �� �
� � I ^ DBL ACTING W/TEMP. C��� � oc
� GL VISION PANELS � z�w �p Q
4068 CASED OPG. 3068 I BOTH DOORS. Q�� �cn =
oc�m �� �
- - - - , o�� Ua o
4' -4" . _ - - � �Ow �w >
=o�= —= Q
��— o� o
- RIBBON BY SUPPLIER
� BASEMENT / FOUNDATION PLAN
� 1/4�� = 1�-0�� FLOOR TRUSSES TO BE
DESIGNED TO RESIST THE
LEVEL 2 Level 1 FIN. FL. _-0'-0 " HORIZONTAL SOIL
1 1/4�� = 1�-O�� 2 1/4�� = 1�-O�� WOOD TRUSSES TO BE INSTALLED 3/4" SHEATHING PRESSURE INDICATED
TIGHT TO CMU TO RESIST HORIZONTAL 2 "X 6" TREATED PLATE
SOIL PRESSURE. INSTALL CEMENTIOUS " � W 1/2" X 10" A.B. 32" O.C.
WALL LEG E N D BOARD OR OTHER TREATED ELEMENT � - & 12" FROM CORNERS
BETWEEN TRUSSES& CMU. SEE 3/A-4 AND ENDS OF PLATES
2" X 6"TREATED PLATE FOR REQUIREMENT AT PARALLEL
W/1/2" X 10"A.B. 4'-0" O.C. TRUSSES. o� 0 2"X 8"TREATED PLATE
& 12" FROM CORNERS -
— EXISTING WALLS AND ENDS OF PLATES M BOND BEAM W/2 -#4 CONT.
�� NEW 2"X 4" STUDS � 3,150 PLF � PROVIDE 3'X 3' BENT BAR AT
MiRROR TOILET FIXTURES AND ACCESSORIES FOR HANDICAP TLT.ROOMS @ 16" O.C. N ALL CORNERS.
— NEW 3 1/2" CONC. SLAB �
;�� P�asTic�aM. � � � ���� O/6 MILL POLY 8"CMU WALL EXTENSION WITH
1.WATER CLOSETS.ACCESIBLE WATER CLOSETS SHALL: NEW 2��X 6�� STUDS I #6 VERT @ 16�� O.C. EXTEND
� TOPAND BACK A.HAVE TOP OF SEATS MOUNTED 17"TO 19"ABOVE FINISHED FLOOR.SEATS SHALL NOT BE SPRUNG @ 16�� O.C. O/2�� SAND
SPLASH I DOWN INTO 16" CMU 4'.
TO RETURN TO A LIFTED POSITION WHEN NOT IN USE. OR 2�� X 8��WHERE �'' O/GRANULAR FILL —
B.HAVE AUTOMATIC OR HAND-OPERATED FLUSH CONTROLS.MOUNT CONTROLS FOR USE FROM THE SHOWN I BOND BEAM W/2-#5 CONT.
� WIDE SIDE OF ACCESS AREA AND NO HIGHER THAN 44"ABOVE THE FINISHED FLOOR. � PROVIDE 3� X 3' BENT BAR AT
i C.HAVE TOILET PAPER DISPENSERS MOUNTED AS SHOWN.DO NOT USE DISPENSERS THAT CONTROL NEW 12�� OR 8�� CMU 24�� OPEN
�-- � �' �- WEBFLOOR TRUSS o ALL CORNERS
' DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW. II -- i
' Q , 36�� MIN. ; 6�� MAX D.HAVE GRAB BARS MOUNTED OF THE LENGTH AND POSITIONWG SHOWN. . . . . I-_ 1. = -. @ 19.2�� O.C. (
- - - - - — (
� 2.LAVATORIES AND SWKS.LAVATORIES AND SWKS SHALL MEET THE FOLLOW WG REQUIREMENTS: ___- ---�- -- i I i � � NOTE:
N 'JI,,, 42�� MIN. , 18��, , A.MOUNT LAVATORIES WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34"ABOVE FINISHED � , -- 6��X 8�� X 16�� C.M.U. 2�� X 6��TREATED PLATE BACKFILL ALL BASEMENT cp
O B S T R U C T I O N � - r � 17�� MIN. - �` --I FLOOR. PROVIDE CLEARANCE BETWEEN BOTTOM OFAPRON AND FINISHED FLOOR AT LEAST � ( ��� W 1/2��X 10��A.B. 32�� O.C. I I WALLS UNIFORMLY IN 2� MAX o
� ' 27"HIGH AND 30"WIDE.PROVIDE KNEE SPACE AS SHOWN. - 8°X 8�� B O N D B E A M -- �n
B.INSULATE OR COVER HOT WATER AND DRAIN LINES.ALLOW NO SHARP OR ABRASIVE SURFACES W/2-#5 CONT. & 12�� FROM CORNERS LIFTS. DIFFERENTIAL �n
� AND ENDS OF PLATES � � ELEVATION IN BACKFILL TO BE z
, ' X , . � TO REMAIN UNDER ACCESSIBLE LAVATORIES OR SWKS. I w I ' NO MORE THAN 2'TO PREVENT �
' � � - C.ACCEPTABLE FAUCET CONTROL DESIGNS WCLUDE LEVER-OPERATED,PUSH TYPE,TOUCH TYPE , p
' ' _ � I
• • �' � x • � AND ELECTRONICALLY CONTROLED MECHANISMS. -� Q - UNBALANCED SOIL LOADING u1
Q z z � Q z z M . -y pC 3/4" CLR. � CONDITIONS. �
g �—� o g - - _' _ D.EXCEPTION:SELF CLOSWG VALVES ARE PERMITTED AT LAVORITIES IF THE FAUCET REMAINS I � ( �
� � ` � - � � �''> � � OPEN FOR AT LEAST 10 SECONDS. �
� _ _ � ' _ _ -_ � _ = c� r l;'' NpI SE: �
p') N N �-- . � r, N N ^ - 3.MIRRORS: - p � I I �--� TH WALL REQUIRES LATERAL 16" CMU WITH #10
�- I r ' I A.MOUNT MIRORS WITH THE BOTTOM EDGE OF REFLECTWG SURFACE NO HIGHER THAN 40"ABOVE co J - ' w
i ; : _ �_ _ _ _ . ' ' THE FINISHED FLOOR. ' w � � - BRACING UNTIL BASEMENT SLAB IS � � VERT @ 16" O.C. OR#7 � Q
8" MIN. 6" MAX. � � r, m -- - VERT @ 8" O.C. GROUT
GRAB BARS FOR ACCESSIBLE TOILET AND BATHWG FIXTURES: Z � CURED & 1 ST FLOOR SHEATHING
2" RIGID INSULATION MIN. R-7.5 SOLID WITH Fc=3,000 �
17" MIN. � IS INSTALLED. CONTRACTOR I � � O
" " A.GRAB BARS SHALL HAVE A DIAMETER OR WIDTH OF THE GRIPPING SURFACE THAT IS 1 1/4 INCHES � PSI GROUT. LAP VERT ,
RESPONSIBLE FOR BRACING. �
TO 1 1/2 WCHES. I � ` 8"X 8" X 16" CMU REBAR 60 BAR DIA. � m
— B.GRAB BARS SHALL HAVE A 1 1/2 WCH(MAXIMUM/MINIMUM)CLEAR SPACE BETWEEN THE BAR AND W/#4 @ 4�-0�� O.C. cn
THE MouNTwG suRFacE. � I I . W/STRAIGHT DOWEL WATER PROOFING Q W w
BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE INTO FOOTING 0�� LL >
NorE: APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF � � I � a
URINALSSHALLBE � a STANDARD LAP REQUIRED � Z Z a
STALL-TYPEOR THE GRAB BAR. o '-w
WALL-HUNG WITH AN SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 LBF SHALL BE LESS THAN J � �
ELONGATED RIM AT • � U
A MAX.OF 17"ABOVE THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR.IF THE CONNECTION (2) #4 CONT. � Q Q
39" -41" � - POUR TIGHT WITH DOWELS TO MATCH VERT — J
rHE FiNisHEo F�ooa. BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE �''>
FULLY RESTRAINED THAN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE 2 -� BOND BREAKER I REBAR. EXTEND UP INTO � O� �
COMBINED SHEAR STRESS,WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. WALL FOR 60 BAR DIA w M
SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF LAP. EXTEND DOWN TO � w ^
z SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING COMPACTED SOIL TO FIN. FL. _-16'-2 1/4�� Q Q
54�� MIN. � r �— DEVICE OR THE SUPPORTWG STRUCTURE,WHICHEVER IS THE SMALLER ALLOWABLE LOAD.THE PREVENT DIFFERENTIAL � BOTTOM REBAR WITH z Z
bo � MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF AHALL BE LESS THAN THE ALLOWABLE � FROST LI N E FTG SETTLEMENT OF BACKFILL. NEW 4�� CONC. SLAB STD HOOK. U w � �
12��MAX. . 42"_MIN. r WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTWG STRUCTURE. �`�'J OTECHNICAL ENGINEER TO O/6 MILL POLY w � Q �
_ z - � x C.GRAB BARS SHALL NOT ROTATE IN THEIR FITTWGS. 3�4�� = 1�-O�� BE CONSULTED FOR O/2�� SAND � FILTER FABRIC O/ p U
� - ' - , � a FiNisHEs: O/GRANULAR FILL GRAVEL � � � o
` � COMPACTION SPEC AND FOR I
I N r�r.PaPEa oisPENSEa - A.ALL WALLS SHALL HAVE 5/8"GREEN BOARD W/TILE,MARLITE OR SIMILAR NON-ABSORBANT COMPACTION TESTING.
M ! I1�� = i� SURFACE A MINIMUM OF 48°HiGH. REINFORCE SLAB WITH DRAIN TILE. PERF PIPE
O � z• � T B.ALL FLOORS SHALL BE CERAMIC TILE,OR PROVIDWG A NON-ABSORBANT WASHABLE FINISH. #4 @ 16�� O.C. E.W. I I (HOLES DOWN SLOPE
� _ . C.ALL BASE SHALL BE A COVED EXTENSION OF THE FLOOR FINISH A MINIMUM OF 6"HIGH. �
� �'��„ 9„ � M � � TO DAYLIGHT OR
�,, �- .. . � CONNECT TO SUMP �ATE: 20 MAY 2015
. . . _ (� PUMP.
I 48" MIN. I REQUIREDFOR 1 URINAL DUE TO THE ABSENCE OF A GEOTECHNICAL ENGINEER'S REPORT, ��
THE FOLLOWING FOUNDATION DESIGN ASSUMPTIONS HAVE BEEN
MADE. GEOTECHNICAL ENGINEER TO BE CONSULTED TO VERIFY COMPACTED SOIL �
THESE ASSUMPTIONS. IF DESIGN CRITERIA IS FOUND TO BE CAPABLE OF SUPPORTING PROJ. NO.
DIFFERENT, THEN DSPC IS TO BE CONSULTED FOR A RE-DESIGN 3,000 PSF BEARING. �
OF THE BASEMENT WALL AND FOOTING. GEOTECH TO VERIFY. � 3049 — 1 �J
� HC TLT FOUNDATION DESIGN ASSUMPTIONS: T
� 1/8�� = 1�-O�� SOIL SURCHARGE PRESSURE5 P00 PSF v
SOIL PASSIVE PRESSURE =300 PSF `,
SOIL COEF. OF FRICTION =0.3 2X6 KEYWAY& BENTONITE 2' -0" (2) #5 CONT.
NET ALLOWABLE BEARING PRESSURE =3,000 PSF WATERPROOFING STRIP
SOIL SUB- GRADE MODULUS= 150 PS/ IN
NOTE:
SEE DETAIL 1 /A-3 FOR EXCAVATION A-2 O F 4
� FND DESIGN NOTE 6 TYPICAL BASEMENT WALL FTG. sTaBiuTv REQuiREMENTs
U1/4" = 1'-0" 3/4" = 1'-0"
C/a U.,.,.i
3 2 �, v
A-3 A-3 � �
1 � �
U �
� �
A-3 LAMINATED GOTHIC • �-I c��,
� � RAFTER. PROFILE � � o
I I TO MATCH �
EXISTING ADDITION *� �,
� �
I I METAL ROOFING TO MATCH •'� M
I EXIST. �
I I RIDGE VENTS AS REQUIRED
C� �
I #15 FELT PAPER n z
ROOF SHEATHING W/H- LAMINATED ARCH 1--� �
SUPPLIER TO PROVIDE u�
I 1/2" DRYWALL @ CLIPS _ CERTIFIED ENGINEERED z
I � � I � I I I I I I ' I I WALLS& CEILING O/ INSULATION BAFFLE STAMPED SHOP �
6MILL POLY VAPOR 60# ICE &WATER SHIELD DRAWINGS � �
BARRRIER @ @EAVES&VALLEYS FOR REVIEW , _ �
AS REQUIRED
I I I LAMINATED ARCH � w �
- ` >�
SIM. I I 1/2" DRYWALL @ .' z `T
WALLS& CEILING O/ _ ��
1/2" DRYWALL @ I I =�
WALLS& CEILING O/ 6MILL POLY VAPOR _ p �
BARRRIER @
I I 6M1LL POLY VAPOR - -
BARRRIER @
LAMINATED ARCH - - e� .� ��
I I LAMINATED ARCH • ��
I I R-191NSULATION - - T
I I 2X6@ 16" O.C. _ _
W/(2)TOP -
NEW LEVEL 2 NEW LEVEL 2 PLATE -
_ , „ , „ & 1 BOT. PLATE - CONNECTION
°° - -
� �
I I T 11 2 1/4 11 2 1/4 - sHOE Bv
T 1 1/8"T&G SHEATHING , __ - SUPPLIER
I N I
w �
� Q
24" OPEN WEB � � z
I I ii TRUSS @ 24" O.C. _ z w �
o �
' 4 1/2° DRYWALL @ NEW LEVEL 2 w � �
� I � A-3 WALLS& CEILING �
4 ,I �� 11' - 2 1/4" � o =
A-3 I � 1/2" DRYWALL @ i I I
T WALLS& CEILING O/6MILL POLY
T VAPOR BARRRIER TRUSS SUPPLIER TO
SIM. O/6MILL POLY I I SIM. , bo z w �
I � VAPOR BARRRIER DESIGN FOR LATERAL ' r ' ' 2" X EAVE a � a
THRUST OF 500 PLF PER r FRMG � � �
I TRUSS -' ui 0° �
I I I I `� , 'y" - — RIM JOIST U � w
� � --.... . ..__ .� ...--- ., �r' ' . � Q J �
� _ NEW LEVEL� I I NEW LEVEL� R-49 FB. GL INSUL. - - SIMPSON STRAP EA.
M 1� - O�� 1� O�� GOTHIC RAFTER O w� o Q �
I N 7' -6 1/ " I I 1/2" DRYWALL @ RIBBON BY SUPPLIER – � w=� a O
U ��
I I W A L L S& C E I L I N G �Q zQ Q z
I O/6MILL POLY _ _ ��� �z �
I I �So I I VAPOR BARRRIER -- z Q= Q� N
I I 0� 2X6@ 16" O.C. Q=� z w O
S2CtI0f'� � W/(2)TOP _ �J Q Q Q z
I I � PLATE _ zo= z� �
1/4" = 1'-0�� & 1 BOT. PLATE � m Q� �w �
" –_
� 6 MILL POLY _ CONTRACTOR TO PROVIDE ASSURANCE THAT EXCAVATION DOES R-20 INSULATION r - ��� �� �
I I r VAPOR BARRIER. � NOT UNDERMINE THE EXISTING BARN FOUNDATION. 1 HOUSE WRAP 0/1/2" � - z O w �p Q
I N I �, N NO FINISH � OPTIONS: EXT. WALL SHEATHING ��v �� _
^ 1. OBTAIN ASSURANCE FROM A GEOTECHNICAL ENGINEER THAT THE A-3 AND R-3.8 MIN. - o�c°C m �� �
�n T r r � TEMPORARY SOIL SLOPE (DURING EXCAVATION) IS STABLE. OSHA CONTINUOUS RIGID - ��� v a �
I � I "' � APPROVAL IS REQUIRED. INSULATION - _�_ �= Q
r T , 2. R E T A I N T H E S E R V I C E S O F A S O I L G R O U T I N G C O N T R A C T O R& - _ ��_ o� o
I I M ENGINEER TO STABILIZE THE TEMPORARY SLOPE WITH SOIL 3/4" SUB FLOOR
T SOLIDIFICATION GROUTING. � � �.'"
I I ENGINEI R TO INSTALL EMPORARY SHEET PILI�NG TO STABI&IZE THE 24" PRE-MFG FLOOR I Y�
��
EXCAVATION. OTHER ALTERNATIVE ENGINEERED "TOP DOWN" TRUSS @ 19.2" O.C. _��'
I I EXCAVATION PILING METHODS MAY BE UTILIZED. I TRUSS MFG. TO
I vERiFv " - NEW LEVEL 1 �
I I I 1' - p��
BASEMENT � �
� I I :
-16' - 2 1/4" M I
'"� � \
I I 1/2" DRYWALL @ c� n '
� � WALLS& CEILING O/ ' ' ' '
I I 6MILL POLY VAPOR R-49 FB. GL INSUL. -
BARRRIER @ - _
I I LAMINATED ARCH � - _
� S2CtI0n 1 I I 6 MILL POLY
� 1/4�� = 1�-O�� NEW LEVEL 2 VAPOR BARRIER. �
� � 11' - 2 1/4" No FiNisH
�� � N ,
- � 6
I I 2X4@ 16" O.C. _ A-2
NOTE: I I wi�2>TOP `-
LEVEL 1 EQUALS THE NEW FINISHED FLOOR PLATE '' �
HEIGHT OF THE BARN MAIN FLOOR. I I - & 1 BOT. P�ATE �
� 1/2" DRYWALL @ �,
LEVEL 2 EQUALS THE NEW FINSHED FLOOR 4 r WALLS& CEILING R-11 iNsu�aTioN - - z
HEIGHT OF THE BARN SECOND FLOOR. I I A_3 T O/6MILL POLY �
0o VAPOR BARRRIER �
SIM. p
NOTE: I I 16" C.M.U.WALL � �
ALL DETAILS NOT NOTED OTHERWISE N w
ARE IDENTICAL TO THE PREVIOUSLY � _ NEW LEVEL 1 ;� _ � y � �
� � �� r N �
� �
� 1
0
PERMITTED ADDITION ON THE NORTH I I r �
END OF THE BUILDING. � T � m o
I N T
NOTE: O w �
>
BACKFILL ALL BASEMENT WALLS UNIFORMLY IN 2' MAX I I � (� a
LIFTS. DIFFERENTIAL ELEVATION IN BACKFILL TO BE NO ,. °C
MORE THAN 2'TO PREVENT UNBALANCED SOIL LOADING I I � \�' � Q Q
CONDITIONS. 1� _
6 MILL POLY ` J
I I VAPOR BARRIER. � � � �
NO FINISH � w W w ^
I I z � z z
I I r w � Q Q
I I � � � V) � O
r �}
I I 4" CONC. SLAB
�
�ATE: 20 MAY 2015
I I �
I I = NEW BASEMENT PROJ. NO.
BASEMENT ' -16' - 2 1/4" �
, „
-16 - 2 1/4
� � 3049 - 15
� Section 3 � WALL SECTION
U 1/4" = 1'-0" �
1/2" = 1'-0"
A-30F4
1
A-3 � �
''"'i C�
�--�
� �
[� •�
� a�
U "
�
�:_::__:_:_ __- -_ - • � �
� � N
` ,� � ' �
�,: .,:..� �
,\ !� *t,� �
%'. \ .r..� cfl
f �/ , `,..1 �,,.�+ �
y, - — = 1 `U �n
� �-� /� � , � _k _. � , Q �
.�..__.� � , �
� � � � , _..-�_�_ .�__�_ _- _ _
�� ���� �.� � ' �
, T z
__-_ - - --. _, � �, ' �� � NEW LEVEL2 � �
- . , ,, ,. ----- ---- - � . � 11' - 21/4" a o
IIIIIII_I_I_I_I_I_I_] l __ _ _ __ _ _ _ � � _ �
' I . i i i i i i i � �' i i i i i i i i i i i `, �U�,jll° ; O
j Q�
/i.\ fII f Q\J
�
- � L. .
� U
. , a� _ . �
__� o0 0 �
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, _ 1' - 0" �
� WEST ELEVATION
U 1/8" = 1'-0"
3 2
A-3 A-3
w �
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ww
NOTE: , `� � Q � �
LEVEL 1 EQUALS THE NEW FINISHED FLOOR ]' i ' ��f l 411,I ��w J �
H E I G H T O F T H E B A R N M A I N F L O O R. � r+� I I I', � __�,I'�� ��. _ � NEW LEVEL 2 °�� �a
LEVEL 2 EQUALS THE NEW FINSHED FLOOR �.� ' 11' - 2 1/4" z=a a o
HEIGHT OF THE BARN SECOND FLOOR. ,� — , � `'' ' i �Q Q Q z
i�; ` � J �z
NOTE:
I�'fC� , �vi� a� �
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ALL DETAILS NOT NOTED OTHERWISE � z a� o� N
ARE IDENTI CAL T O THE PREVI OU SLY ' a=� a� �
_ , . , __ ,
PERMITTED ADDITION ON THE NORTH . � T � � T: _ �._ T _: � T: ' NEW LEVEL 1 w�= o n w
END OF THE BUILDING. -- - 1' - 0" m Q� �w �
- _ _ _o'� >= �
c ~
2 SOUTH ELEVATION �°� �o a
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oc m �� �
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H�- 0 H 0
1
A-3
1 1
A-3 A-3
1 J5" X 24" LVL
BLOCKING @ 4' O.C.
INSTALL ACROSS - - - -- — — � — — — —
ENTIRE FLOOR AND — � —
INSTALL TIGHT SO AS
TO BRACE AGAINST — — —
HORIZONTAL SOIL I
PRESSURE. _ _ _ � _ _ I I
I U
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U `L � �
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A-3 � A-3 p�= A-3 Q � �
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DBL. � ��v = ~ �
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- - - w = — — — - ��� O � � � a
� � ��� C'� 0 c� � �
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� p N — - — - — - N00 w w Q . . m U
~ w � �
DBL.�BL. _ _ = I = _ � � Ua � w ui
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- - - -�- - - awc�n Zz Q
- - - - - - - - - - - - �
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z
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'
2 2 _ _ _ _ 2 _ _ _ �ATE: 20 MAY 2015
A-3 A-3 A-3
I
3 LEVEL 1 FLR. FRMG. PRo�. No.
1/4" = 1'-0"
3049 - 15
4 LEVEL 2 FLR FRMG.
1/4" = 1'-0"
� LEVEL 2 ROOF FRAMING
U 1/4" = 1'-0"
A-40F4