HomeMy WebLinkAboutResolution 7222 110 I 11
LAND TYPE Abstract (A)
DOC NUM 11044389
Certified, filed and/or recorded on
Nov 15, 2021 2:23 PM
Office of the County Recorder
Hennepin County, Minnesota
Amber Bougie, County Recorder
Mark Chapin, County Auditor and Treasurer
Deputy 138 Pkg ID 2354225E
Document Recording Fee $46.00
Document Total $46.00
This cover sheet is now a permanent part of the recorded document.
t +..
LAND TYPE Torrens (T)
DOC NUM 5890021
Certified, filed and/or recorded on
Oct 22, 2021 2:07 PM
Office of the Registrar of Titles
Hennepin County, Minnesota
Amber Bougie, Registrar of Titles
Mark Chapin, County Auditor and Treasurer
Deputy 98 Pkg ID 2340361 E
Document Recording Fee $46.00
Document Total $46.00
Existing Certs
1512121
This cover sheet is now a permanent part of the recorded document.
icLOATp CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7222
e G
`ikESHO-‘"
A RESOLUTION
APPROVING A VARIANCE FROM
MUNICIPAL ZONING CODE
SECTION 78-330 and 78-1279
FILE NO. LA21-000059
WHEREAS, on September 7, 2021, Allison Celms and Oliver White ("Applicant[s]"),
applied for a variance from the City Code for the property addressed 1040 Loma Linda Ave and
legally described as:
That part of Lot 4, Loma Linda and the property described as follows: That part of
Lot 36 including the accretions thereto, "Loma Linda"which lies easterly and southerly of that
following described line: Beginning at a point on the South line of said Lot 36 distant of 200
feet East from the Southwest corner of said Lot 36; thence East along the last mentioned
South line a distance of 157 feet; thence Northeasterly, deflecting to the left 70 degrees 00
minutes to the shore of Lake Minnetonka and there terminating. Said Lot 36 being
established by the judgment entered in Hennepin County District Court Case Number
449127 and recorded in Book 550 of Miscellaneous Records, page 410.
Which lies northwesterly of a line described as follows: Commencing at the
Southwest corner of said Lot 36; thence easterly along the South line of said Lot 36 a
distance of 304.48 feet to an angle point in said South line and the point of beginning of the
line to be described; thence deflecting left 29 degrees 26 minutes, 50.70 feet to the South
line of said Lot 36; thence defecting right 13 degrees 37 minutes 30 seconds 139 feet, more
of less, to the shore of Lake Minnetonka and there terminating. (hereinafter the "Property");
WHEREAS, the Applicants have made application to the City of Orono for a
variance to Orono Municipal Zoning Code Section 78-330 to allow a new home on a substandard
lot of record with 0.67 acres and 116 feet of width where 1 acre and 140 feet of width are required;
and
WHEREAS, the Applicants have made application to the City of Orono for a variance to
Orono Municipal Zoning Code Section 78-1279 to allow a new home partially lakeward of the
average lakeshore setback; and
WHEREAS, on September 20, 2021, after published and mailed notice in
accordance with Minnesota Statutes and the City Code, the City Council held a public hearing, at
which time all persons desiring to be heard concerning this application were given the opportunity
to speak thereon; and
1
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
ttG; NO. 7222
`'l&ESHov-t
WHEREAS, on September 20, 2021, the Planning Commission recommended
approval of the variance; and
WHEREAS, on October 11, 2021 the City Council reviewed the application and
the recommendations of the Planning Commission and City staff; and
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota
hereby approves the requested variance as described above based on one or more of the
following findings of fact concerning the Property:
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA21-000059. The analysis contained
within staff memos and the exhibits attached to the aforesaid memos, all minutes from the
above mentioned meetings, and any and all other materials distributed at these meetings
are hereby incorporated by reference.
2. The Property is located in the LR-1B Zoning District.
3. The Property contains 0.67 acres in area and has a defined lot width of 116 feet.
4. The Property is within Tier 1 and hardcover is limited to 25 % according to the Stormwater
Quality Overlay District.
5. Applicant has applied for the following variance[s]:
a. Lot Area
b. Lot Width
c. Average Lakeshore Setback
6. In considering this application for variance, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variance
upon the health, safety and welfare of the community, existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
ANALYSIS:
According to MN §462.357 Subd. 6(2) variances shall only be permitted when:
1. The variance is in harmony with the general intent and purpose of the Ordinance. The
requested variances are in harmony with the purpose of the Ordinance. The
Property has difficulties in its substandard area, width, and as a result of the
location of the adjacent home(s).
2
-OAT CITY OF7022R2
RESOLUTION OF THE CITY COUNCIL
G, NO. 7222
e 'FES 1 0
2. The variance is consistent with the comprehensive plan. The requested variances to
develop the nonconforming lot of record are consistent with the comprehensive
plan.
3. The applicant establishes that there are practical difficulties.
a. The property owner proposes to use the property in a reasonable manner not
permitted by the official controls; The request to permit construction of a new
home on a substandard lot forward of the average lakeshore setback
appears to be reasonable based on the uniqueness of the neighboring lot,
and this neighboring home's location with respect to the lakeshore.
b. There are circumstances unique to the property not created by the landowner; The
nonconforming lot area, lot width and location with respect to the
neighboring home were not created by the homeowner; and
c. The variance will not alter the essential character of the locality. The variances
are requested in order to permit construction of a home designed to fit the
character of the neighborhood.
4. Economic considerations alone do not constitute practical difficulties. Economic
considerations have not been a factor in the variance approval determination.
5. Practical difficulties also include but are not limited to inadequate access to direct sunlight
for solar energy systems. Variances shall be granted for earth-sheltered construction as
defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code
Chapter 78. This condition is not applicable.
6. The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located. This condition is not applicable, as a single family home is an allowed use
in the LR-1B District.
7. The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling. This condition is not applicable.
8. The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property. The Property's substandard size, lack of
road frontage, configuration, orientation, and the setback from the lake of the
adjacent homes creates difficulties for the Owners in redeveloping the property.
9. The conditions do not apply generally to other land or structures in the district in which
the land is located. The Property's substandard size, unique lakeshore, and the
setback of the adjacent homes create difficulties for the owners.
10. The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the applicant. Granting lot area, lot width, and average
lakeshore variances are necessary for the preservation of the Property right of the
applicant.
11. The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter. Granting the
3
�O�p CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yF G� NO.
7222
`4kEsH0V-
requested variances in this unique situation would not be contrary to the intent of
the zoning chapter.
12. The granting of such variance will not merely serve as a convenience to the applicant, but
is necessary to alleviate demonstrable difficulty. The requested variances are
necessary, and do not merely serve as a convenience to the applicant.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby grants a
variance to Orono Municipal Zoning Code Section 78-330 and 78-1279 to allow a new home,
subject to the following conditions:
1. Council approval is based on the entire record, above Findings.
2. The approved project shall conform to the survey dated 8/13/2021 and building plans
submitted by the Applicants and annotated by City staff, attached to this Resolution as
Exhibits A & B.
3. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
4. Authorities granted by this resolution run with the Property not with the Applicants, but are
permissive only and must be exercised by obtaining a building permit for the new
construction and commencing construction of said project. A framing inspection must be
completed within one year of the date of Council approval, or the variance will expire on
that date (October 11, 2022).
5. Violation of or non-compliance with any of the terms and conditions of this resolution may
result in the termination of any authority granted herein.
fh ta64
ADOPTED by the Orono City Council on this �� day of r , 20-2./
ATTEST: CITY OF ORONO:
/ sot/ , i .
I ,
Anna Carlson, City Clerk Dennis Walsh, Mayor
4
CERTIFICATE OF SURVEY------ ------ I
-
or- FOX HOMES
-/
of- 1040 LOMA LINDA AVENUE
BENCHMARK: IMPERVIOUS AREA:
1111 l95 (STORMWATER QUA—Or ICT TIER 1)
NDOTNAMESBRn258A1 65Q FT i
ELEVATION 94]209(NGVD 29) PROROSED HOUNGGANAGE/PORCH �4 65Q `..
—ING A— 260 SQI
Ex[SnNG DECK 1-11]5 OE LAKE 312 SQ FT n
REDo Q �., '�w32°0'44„
TOTAL PROPOSED IMPERVIOUS AREA fi65]SR.
111101AI. ""
TS FGGT _RN. WAIL —FNe
ELEVATIONS
roppF—RG sst4
"
NORTH
m GRAPHIC SCALE
p s zp zp w
1
SW —CR
MCF � 10 YF61'
LOMA
------------ ---------- T _ — — — — —
I I
I I
NOTES:
E " � roete
mp e by E G Retlarvtl S—, me
gi3ui�pp
par 9D Npmb 08-117-23-23-0028. °amm
curb shots are taken at the top and back of caro
This survey was prepared -h— bene0t of the woM1
Add—RI ea antl/orencu.bmxces.ay
"t IllP. ptbprac nenttperommt ent �ananmeysttle°
eY EC, auo Arvo sons me zoza en pe Hennev Dunry .app ng k the former 1-1, 2, 3, 32, 33
W berdeflned
:"_l
z "La136(p n n9 yachted Ilof way appear m now
LAKE A4NNET011KA
!NORTH A2Mzsa mGVD zsT
onw- sa.. m4yD eel
iMGe Flopp e�y sad.s m.vD 2sT
LxTSnnG noose
LEGAL DESCRIPTION:
nh.te g tM1e caret ons pp
rpUa dAcl es easterly d souther Y of the 36
j/ mllowieng demi betl 'n be South im 36 tli
sa d Int utext of
ae'grepe: 11omI wpm, s �m imeL of ene N- 40 few ioi :,ia io�ib me�<ehenn
'onetl south linea distanw of 157 feet; —D, NOMeasterly,111-ing
m 00
sw rees minutes m Me share of Lake Minnetonka antl [Fere terminating.
ale e 36 edegeln9 estabksbed bylodgment entered in Hennepin county DiztHct court ease
erebrccertiry that [M1ls survey, plan
Erepo wa,prepo� n.amaer
Wy neylsfe°Qe laid s�re.yor bndar
tM1e laws afu e 5 of Mlnneso nse rvo. 4
8/13/2 15]8
D:"
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CTFE 1--C EE�yA DN
® ores Gas HETER
EN=R P..FR
PDLF
® "HOLE
RETAIN
D2NO ES OVE HEAD NTRUTY
DENOTES BUILDING SETBACKS (PER PRION SURVEY)
DEN
NTOURS
DENOTES BITUMINOUS SURFACE
iSURFACE
DENOTES PROPOSED RETAINING WALL
TREE DETAIL
4��— DENOTES TREE Q, AN_
' DENOTE TR � 1 IN
DENOTES TREE TYPE CHES
bVia E. G. RUO IL SONS, INC.
Professional Land Surveyors
6776 Lake Drive NE, Suite 110
Lino Lakes, MN 55014
Tei. (651)361-8200 Fax(651)361-8701
RuplcnpfztsepTluoasaxs�zzpaspxs.— 210490HS
RENDERING
IMPORTANT NOTE: 3D RENDERING IS FOR CONCEPTUAL PURPOSES ONLY; IT DOES
NOT REFLECT FINAL BUILD DETAILS AND BY NO MEANS SHALL BE USED AS DESIGN
GUIDE FOR CONSTRUCTION, REFER TO THE DRAWINGS & OUTLINE SPEC. FOR ALL
CONSTRUCTION INFORMATION
GENERAL NOTES
I. IF ANY DISCREPANCIES EXIST BETWEEN ARCHITECTURE AND OTHER
DRAWINGS CONSULT WITH ARCHITECT BEFORE COMMENCING WITH
CONSTRUCTION.
Z, DO NOT SCALE DRAWINGS, IF ADDITIONAL DIMENSIONS ARE
REQUIRED CONTACT ARCHITECT.
3. CONTRACTORS SHALL BE RESPONSIBLE TO FIELD VERIFY ALL
EXISTING CONDITIONS A DIMENSIONS PRIOR TO COMMENCING WITH
WORK AND TO NOTIFY ARCH 17
ECT IMMEDIATELY OF ANY
DISCREPANCIES.
4, CONTRACTORS SHALL VERIFY AND INSURE ALL UTILITIES ARE
LOCATED IN FIELD AND COORDINATE AS NECESSARY WITH NEW WORK.
5.CONTRACTORS SHALL PERFORM WORK IN CONFORMANCE WITH ALL
APPLICABLE BUILDING CODES AND LAWS.
6. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS. PLANS AND NOTES. CONTRACTOR SHALL BE HELD TO
COMPLY WITH THE MORE STRINGENT REQUIREMENTS.
7. REQUIRED MEANS OF EGRESS AND SECURITY TO SPACE SHALL BE
MAINTAINED DURING CONSTRUCTION.
S. ROUGH CARPENTRY CONTRACTOR SHALL COORDINATE & INSTALL
ALL NECESSARY BLOCKING, SHIMS AND BACKING FOR FIXTURES,
EQUIPMENT. AND ACCESSORIES RELATED TO THE SCOPE OF WORK.
9.SUBM17 ALL COLOR SAMPLES TO OWNER AND ARCHITECT FOR
APPROVAL PRIOR TO CONSTRUCTION. ALLOW AMPLE TIME FOR
SELECTIONS AND APPROVALS.
10. EXTERIOR DIMENSIONS ARE FROM OUTSIDE OF FOUNDATION (FACE
OF CONCRETEI
I I. INTERIOR DIMENSIONS ARE EITHER TO FACE OF FRAMING OR
CENTER OF WALL
GENERAL NOTES
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CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
A0.0
COVERSHEET
A0.1
SITE PIAN
A1.0
LOWER LEVEL PIAN
A1.1
MAIN LEVEL PIAN
A1.2
UPPER LEVEL PUN
A1.3
MATCH LINE PIANS
A1.4
ROOF PUN
A2.0
EXTERIOR ELEVATIONS
A2.1
EXTERIOR ELEVATIONS
A2.2
EXTERIOR ELEVATIONS
A2.3
EXTERIOR ELEVATIONS
A3.0
BUILDING SECTION
A5.0
WINDOW SCHEDULE
A3.0 I BUILDING SECTIONS
A3.1
BUILDING SECTIONS
A3.2
BUILDING SECTIONS
A4.0
TVP. WALL SECTION/
A5.0
DOOR/WIN. SCHEDULE
JDTL5.
E1.0
L.L. R.C.P. PUN
E1.1
M.L. R.C.P. PUN
E1.2
U.L. R.C.P. PUN
E1.3
MATCH LINE ELEC. PUN
S0.1 -S2.6 STRUCTURAL PUNS
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W YE /
1 SITE PLAN
A0.1
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NOTE:SEE CERTIFICATE OF SURV OR REMAINDER OF
INFORMATION INCLUDING PROPERTY LINES,
GRADING, SPOT EL
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EXISTING HOUSE
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CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0
COVERSHEET
AC.1
SITE PIAN
A1.0
LOWER LEVEL PIAN
A1.1
MAIN LEVEL PIAN
A1.2
UPPER LEVEL PUN
A1.3
MATCH LINE PUNS
A1.4
ROOF PUN
A2.0
EXTERIOR ELEVATIONS
A2.1
EXTERIOR ELEVATIONS
A2.2
EXTERIOR ELEVATIONS
A2.3
EXTERIOR ELEVATIONS
A3.0
BUILDING SECTION
A5.0
WINDOW SCHEDULE
A5.1
DOOR SCHEDULE/GARAGI
A3.0
BUI LDING SECTIONS
A3.1
BUILDING SECTIONS
A3.2
BUILDING SECTIONS
A4.0
TYP. WALL SECTION/ DTL
A5.0
DOOR/ WIN. SCHEDULE
E1.0
L.L. R.C.P. PUN
E1.1
M.L. R.C.P. PUN
E1.2
U.L. R.C.P. PUN
E1.3
MATCH LINE ELEC. PUN
S0.1 -S2.6
STRUCTURAL PUNS
IN/ N I
I `EXISTING HOUSE
DECK
/ I I BE DEMOLISHED
L� /
1 /
0
ETAINING WALL
N
W YE /
1 SITE PLAN
A0.1
1/16" = 1'-0" /
NOTE:SEE CERTIFICATE OF SURV OR REMAINDER OF
INFORMATION INCLUDING PROPERTY LINES,
GRADING, SPOT EL
EV NS AND RETAINING /
EXISTING HOUSE
Rk
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LI) • , Ln
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1
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHHECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 q MAX HT. UPDATE
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174'
22'-6"
2'-0"TO OUTSIDE FDN.
4'-0"
15'-6"
S-0"
3'-9" 4'-9"
4'-9" 3'-9" s
24'-0"
1' 6" ro 4'-10"
1'-6"
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PARTIALLY/FLUSH BEAMS
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16'-0"x12' 0"
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VERIFY BUNK AT EGRESS WINDO
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KEG
IREF.
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0
PATIO
25'-6'X12'-0"
11' 6'
3' 0'
Z-0-
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PARTIALLY/FLUSH
PARTIALLY/FLUSH BEAM
PARTIALLY FLUSH BEAM
W 16X31
-
-
HSS 10%5X3/8
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2
1
SII
SLIDING PATIO DOOR
12'-53/4"
38"
5'2' •1'5"
39'-31/4"
-
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2-0"
--
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16'-0'X20'-0"
CONC.
LEDGWOOD TOP
BUNK ROOM
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1 I'9 X 13'
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12'-8'
191-01.
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11' 6"
39'-10"
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1 LOWER LEVEL FLOOR PLAN
A 1.0 1/8" = V-0"
LOWER LEVEL AREA CALCULATIONS
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FINISHED AREA (INCLUDE STAIRS) 2,153 S.F.
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3.
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHHECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 q MAX HT. UPDATE
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A1.0
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DT45.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
E1.1 M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
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16'-0 1/2"
6' 6"
17' 0"
22'-6-
6'-6"
1'-b"
14'-6 1/2"
3'-b" 3' 0" 3-9-
4'-9"
4'-9" 3-91.
11'.0"
11' 6"
2'_0" 4'-6"
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6'-10"
3'-4"
7-10"
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3'-6' 3'-4 1/2" 6-6'
3'-U'
10'-2"
7'-10"
10' 6"
11' 6'
MATCH LINE 2/AI.3
40,.0.
GARAGE
27' -0°x42' -o"
1
MAIN LEVEL
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20
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MAIN LEVEL AREA CALCULATIONS
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FINISHED AREA INCLUDE$$TAIRS 2,041 S.F.
SCREEN PORCH 369 S.F.
GARAGE 1,346 S.F.
2
2
IV
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DT45.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
E1.1 M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
W
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STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BE LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DT45.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-52.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 /4\MAX HT. UPDATE
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A1.2
VF>.
3 GARAGE PLAN -ATTIC
A1.3 1/8"= 1'-0"
z GARAGE PLAN
A1.3 1/8" = 1'-0"
1 GARAGE PLAN -FTG. & FOUNDATION
A1.3 1/8" = 1'-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701.446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WESTFARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DTLS.
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
E1.1 M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
S0.1 -S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
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A1.3
z COMPLETE ROOF PLAN
A 1.4
1/16" = V-0"
1 ROOF PLAN
A 1.4
1/8" = V-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BE LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DTLS.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-211 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 /3\MASTER UPDATE
09-07-21 //4\ MAX HT. UPDATE
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - 1 - - - - - - - - - - -
T.O. FOOTING *
1 EXTERIOR ELEVATION ELEV'9514'(89'-0)
A2.0 1/8" = 1'-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BE LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DT45.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 /4\MAX HT. UPDATE
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A2.0
1 EXTERIOR ELEVATION
A2.1
1/8" = V-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BE LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DTLS.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-211 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 /3\MASTER UPDATE
09-07-21 //4\ MAX HT. UPDATE
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A2.1
1 EXTERIOR ELEVATION
A2.2 1/8-- = 1--0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BE LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DTLS.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-211 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 /3\MASTER UPDATE
09-07-21 //4\ MAX HT. UPDATE
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A2.2
(Z EXTERIOR ELEVATION
\,A2.3 1/8" = 1'-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PIAN
A1.0 LOWER LEVEL PUN
A1.1 MAIN LEVEL PUN
A1.2 UPPER LEVEL PLAN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PIAN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PUN
50.1-52.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
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12 F7
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R6
�TOP OF UPPER SUB. FUR.
v
TOP OF�PLATE -9
-
HEADER
WIel�
IrrI II I
'�ARTIAULY/FUJSH HEADER
T.O. L WEIR LEVELILAI
a
JL NOTE: VERIFY ALL PROPOSED STRUCTURAL
�I II WITH STRUCTURAL DRAWINGS PROVIDED BY ENGINEER
�1 BUILDING SECTION
A� 1/81, = 1'-0"
NECESSARY DEPTH
4L MEMBERS
JPPER SUB. FLR.
'OF M.L. PLATE w °'
MAIN LEVEL
X99' -I1 I/4") T
T.O. PLATE
1 BUILDING SECTION
A3.0
1/8" = 1'-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHRrECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
AID LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BILL I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYR, WALL SECTION/ DT45.
ASA DOOR/ WIN. SCHEDULE
EID L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 1/4\MAX HT. UPDATE
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A3.0
-
-
TOP OF UAL. PLATE
-
-
ALIGN-11ELEV.:
T.O. SUB -FLOOR MAIN LEVEL
962.22' (99'-11 1/4")
I
-
(VERIFYJ
/
FIN. SILL W/
�JdISHEo
-ro,
V-2 3/4"
PER STRUCTURAL n -
12'-0" FIREPLACE, VERIFY DESIGN
BED #1
TOP OFU
_
TOP OF� PLATE
1_6
FOR POWER SHADE TRACK, FAMILY
14' 6"
SCREEN,
PROVIDED BY MARVIN
SCREEN PORCH
.4
VERIFY DESIGN/
'
... .. .-.
-
RELATION TO GUARDRAIL
T.O. LOWER LEVEL SLAB
ELEV.: 951.7'189 S") -
-
z
BUILDING SECTION
WITH STRUCTURAL DRAWINGS PROVIDED BY ENGINEER
4.0
_
moi\
SUB OR MAIN LEVEL
T.O. -FLOO
10 ELEV.: 96222'(99'-111/4") -
1
4.0
1�
09-07-21
EXTENDED OVERHANG TO
LOWER MIDPOINT OF ROOF
viOP OF U.L. PLATE
I= I -
HSS 1 0X5X33/
GUARDRNL I I \
URR OUT WALL 4'
FOR POWER SHADE TRACK,
PROVIDED BY MARVIN
TOP OF UPPER SUB. FUR.
\ TOPTOPOMl,
-9
HSS 10X5X3/ W14.
LIVING 7'4^ 4'-a'
- I
- 12'-0' FIREPLACE, VERIFY DESIGN
i.0. PLATE - - - -
16'-0' SS 1OX5X3/8 HSS
V-6
BED #2 HALL
T.O. LOWERII ELSLAB •` M
ELEV.: 951.7' (89 -
"IERIFY IF FOUNDATION
REQUIRED @ PERIMETER
OF PATIO
WALL SECTION @ SCREEN PORCH
A3.1 1/8-1 = 1'-0"
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHDECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, NO 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
AID LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
ASA DOOR/WIN. SCHEDULE
ETD L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
50.1-52.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-211/4\MAX HT. UPDATE
W
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A3.1
-
o
-
ALIGN-11ELEV.:
T.O. SUB -FLOOR MAIN LEVEL
962.22' (99'-11 1/4")
I
-
(VERIFYJ
/
FIN. SILL W/
�JdISHEo
-ro,
T.O. PLATE
-
ot
PER STRUCTURAL n -
12'-0" FIREPLACE, VERIFY DESIGN
_ URR OUT WALL 4"
FOR POWER SHADE TRACK, FAMILY
PROVIDED BY MARVIN
-
\
.4
- -
'
... .. .-.
.. ...
I
..
T.O. LOWER LEVEL SLAB
ELEV.: 951.7'189 S") -
NOTE: VERIFY ALL PROPOSED STRUCTURAL
BUILDING SECTION
WITH STRUCTURAL DRAWINGS PROVIDED BY ENGINEER
moi\
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHDECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, NO 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
AID LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
ASA DOOR/WIN. SCHEDULE
ETD L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
50.1-52.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-211/4\MAX HT. UPDATE
W
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A3.1
12
12 D
/
OPTIONAL 6'-8" H. 000
SHOWN DASHED L NOTE: VERIFY TRUSS PROFILE
I/ WITH TRUSS DESIGNER
/
e e�
Y '
GARAGE
T.O. SUB -FLOOR MAIN LEVEL \
ELEV.: 962.22' 1/4")
GARAGE SLAB
67
28'-0"
O
NOTE: VERIFY ALL PROPOSED STRUCTURAL
WITH STRUCTURAL DRAWINGS PROVIDED BY ENGINEER
2 BUILDING SECTION 12 12
12 D �12
12
5.5 +/- 1 V-7 111,
V-71/2' ..: ... ..
FbiOP OF U.L. PLATE
I \
HALL BED #2 \
ATTIC STORAGE L/ 1/
\ TOP OF UPPER SUB. FLR.
TOP OF M.L.PUTE $ ''
VERIFY HOT OR COLD STORAGE, 4 6'
INSULATION REQUIRED2SS lOX5X3/6
ATTIC ACCES 111/T' 7'-01/4' 6'0" 7'-01/4" 1'-6'
l'-2 3/4" 1' 6"
\ \ SCREEN PORCH
GARAGE \
L-
� /
hi.0. SUB -FLOOR MAIN LEVEL o T.O. SUB -FLOOR MAIN LEVEL
LELEV.: 962.22' (99'-I1
T.O. PLATE _
AT.O. GARAGE SLAB — -
EV.
O NOTE: VERIFY ALL PROPOSED STRUCTURAL p \
WITH STRUCTURAL DRAWINGS PROVIDED BY ENGINEER- \
o u LINEN HALL BUNK ROOM = CLOS.
i BUILDING SECTION o —
V m/
... T.O. LOWER LEVEL SLAB
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHf1ECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PLAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
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A3.2
ASPHALT SHINGLES
DRIP EDGE)/
1X4 OVER 5/08 FASCIA
OVER 2X SUB -FASCIA
CONT, VENTED HARDIE
OR SIM. SOFFIT
TYPICAL LOWER SIAB ASSEMBLY
• 4" STANDARD CONC. FLOOR SLAB
• 2" RIGID INSULATION UNDER
SLAB W/ 6MIL VAPOR BARRIER
TAPED AND LAPPED
• 8" MIN. RIVER ROCK- DRAIN
TO INTERIOR DRAIN TILE
d d d
oa
VAPOR BARRIER
C //
TUBING IN 4B
CONCRETE SUB E
WIRE MES
OR FIBER MESH -
BOARD & BATTEN SIDING
PER ELEVATIONS
HSS 10X5X3/8;
SEE STRUCTURAL
2X2 HEAD TRIM W/ SLOPED TOP;
FLASH AS REQ'D.
SEALANT W/ BACKER ROD
WINDOWS PER SPEC:
a ROOF EAVE/ B&B SIDING
A4.0 SCALE: 3/4"=1'-0"
TYPICAL ASPHALT ROOF ASSEMBLY
• ASPHALT SHINGLES PER ELEVATIONS
• 15# FELT W/ ICE AND WATER SHIELD 2 ROWS UP AT EAVES AND
VALLEYS
RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN AND
DIVERTERS AS REQ'D.
• DRIP EDGE BELOW UNDERLAYMENT ATALL EAVES
)PROVIDE FLASHING TAPE AS REQ'D.)
• 15/32" OSB WITH H CLIPS
• ROOF TRUSSES - SEE STRUCTURAL
• BLOWN IN FIBERGLASS INSULATION
EQUALS R49 - PROVIDE INSUL. BAFFLES
• 5/8" GYP BD CEILING
(GARAGE CEILINGS SHALL BE 5/8" TYPE
'X' GYP. BD.,
TAPED, MUDDED, SANDED, PRIMED AND PAINTED)
TYPICAL WALL ASSEMBLY
• SIDING PER ELEVATIONS
•• CEDAR T&G/PANELING/ B&B (OR SIMILAR)
•• TYVEK "DRAIN WRAP" (TYP. @ WOOD OR CEMENTITIOUS
SIDING)
• 1/2" CDX PLYWOOD SHEATHING
• 2X6 STUDS @ 16" O.C. U.N.O.
• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN EXTERIOR
WALL SHEATHING, LIGHT BOXES, ELECTRICAL OUTLETS WITH
MINIMAL EXPANDING FOAM
• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
°CERTAINTEED" OR SIM IN ANY AREAS WHERE CLOSED -CELL
INSULATION IS NOT USED)
• - 1/2" GYPSUM BOARD
-INTERIOR CASING PROFILE B.O.
TYPICAL FOUNDATION WALL ASSEMBLY
• BACKFILL FOUNDATION WITH FREE -DRAINING,
COMPACTED BACKFILL & CAP WITH POSITIVELY SLOPED
BACKFILL (UNDER TOPSOIL)
81, 2 3/8" GMX ULTRASHIELD (R10) BELOW GRADE, 2" ABOVE
I GRADE
I I �I �I DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
d .[RIGID
OURED CONCRETE FOUNDATION WALL (SEE
TRUCTURAL)
I" MIN. CLOSED CELL INSULATION @FDN. INTERIOR
R-10 MIN.) -ACTS AS VAPOR BARRIER (R 15 TOTAL @
Q 4PON.)
X41NTERIOR WALL FRAMING @ 16" O.C. (SEE PLANS FOR
dOCATIONS- OMIT AT MECH, ROOM)
/2" GYP. BOARD (MOISTURE RESISTANT @ WET AREAS)
EALANT OR GASKET
aNDER TRT'D. BOTTOM PLATE
dXPANDED POLYSTYRENE
INSULATION
a
4" PERFORATED POLYETHYLENE
DRAIN TILE
IN PEA ROCK BED
W/ SILT CLOTH OVER,
SLOPE TO SUMP BASKET
OR DAYLIGHT
s SLAB DETAIL -VERIFY W/ G.C.
A4,0 SCALE: 3/4"=1'-0"
(VERIFY DESIGN)
FLASHING TO MATCH GUTTER;
WRAPPED OVER DECK EDGE (VERIFY)
CONT. MEMBRANE
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SOLE PLATE CAULKED/ GASKETED TO
SUBFLR. TYP.
2X TRT'D. SILL PL W/ SEALER
ANCHOR BOLT@ 48' O/C
PROVIDE 1/8" X 2'0 WASHER
COUNTERSINK 1/4" INTO T/O PL
EMBED BOLT MIN. 7' INTO CONC
REFINISHED METAL COIL STOCK
. TO b" BELOW GRADE
-4
s TYP. FOUNDATION DTL. @ BOTT. CHORD BRG., 9' POUR
A4.0 SCALE: 3/4" = 1'-0"
I'-6" CORNER POST BEYOND
OPENING FROM ROOF
TO GUTTER,
PROVIDE DIVERTERS @ FP
GUTTER, MATCH EXTERIOR
1/4' PER 12"
' . /4" DECKING, FASTENED TO TAPERED''
• BACKFILL FUUNDAI IUN VVI IH FREE -DRAINING,
WEATHER TRTD. SLEEPERS,'
VERIFY SQ. PROFILE
.a .4
p COMPACTED BACKFILL & CAP WITH POSITIVELY SLOPED
.ON jJ&G SHEATHING, ON TAPERED
RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
FLOOR JOISTS 5(0PED f PER F60T DESIGNED B.G. '•
BACKFILL (UNDER TOPSOIL)
U 23/8"GMX ULTRASHIELD(R10) BELOW GRADE, 2"ABOVE
_ STRUCTURAL ENGINEERING (B.O.)
INSULATED WALL ILL CAVITY SOLID W/
SPRAY FOAM INSULATION, R-49 MIN. R -VALUE
O. GRADE
O FASCIA•
15/32" OSB WITH H CLIPS
d
O DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
• BLOWN IN FIBERGLASS INSULATION
_ POURED CONCRETE FOUNDATION WALL (SEE
• 5/8" GYP BD CEILING
o
STRUCTURAL)
0(' GYP, BD.,
• 1" MIN. CLOSED CELL INSULATION @ PON. INTERIOR
METAL ACCENT ROOF ASSEMBLY
(R-10 MIN.) -ACTS AS VAPOR BARRIER (R15 TOTAL @
-
• INSTALL HIGH TEMPERATURE GRACE ICE & WATER
FDN.)
• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE PLANS FOR
I
g 3/B��AT
4 MECH.
�] I-
L1/2'CGYP.
BLCW-W-LN FIBERGASS INSIIIATinN
EQUALS R49 - PROVIDE INSUL. BAFFLES
f X' • BOAR DIT(MOISTURE REESSIIS A)NT @ WET AREAS)
s TYP. FOUNDATION DTL. @ BOTT. CHORD BRG., 9' POUR
A4.0 SCALE: 3/4" = 1'-0"
I'-6" CORNER POST BEYOND
OPENING FROM ROOF
TO GUTTER,
PROVIDE DIVERTERS @ FP
GUTTER, MATCH EXTERIOR
1/4' PER 12"
' . /4" DECKING, FASTENED TO TAPERED''
PANELING COLOR,
WEATHER TRTD. SLEEPERS,'
VERIFY SQ. PROFILE
ON SfNGLE'PLY. RUBBER FIEMBRANI .
-
.ON jJ&G SHEATHING, ON TAPERED
RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
FLOOR JOISTS 5(0PED f PER F60T DESIGNED B.G. '•
STRUCTURAL BEAM PERS
_ STRUCTURAL ENGINEERING (B.O.)
INSULATED WALL ILL CAVITY SOLID W/
SPRAY FOAM INSULATION, R-49 MIN. R -VALUE
SIDING PER ELEVATION
TOP OF U.L. PLATE
TOP OF UPPER SUB. FUR.
TOP OF M.L. PLATE
STAIR LANDING
6 1/2"
2 SCREEN PORCH DECK OVER CONDITIONED SPACE DTL.
A4.0 SCALE: 3/4"=1'-0"
T.O. SUB -FLOOR MAIN LEVEL
ELFV.: 96222' (99'-11 1/4")
T.O. PLATE
-2X6 TREATED SILL
PLATE OVER SILL SEALER
W/}" DIA. GAL. ANCHOR BOLTS
-SEE STRUCTURAL
STAIR LANDING
WALL SECTION
1/4" = 1'-0"
T.O. LOWER LEVEL SLAB
ELEV.: 9517(89-5)
",,�2 OVER 5/012 FASCIA ON 2X SUB -FASCIA
ONT. VENTED SOFFIT
TYPICAL WALL ASSEMBLY
• SIDING PER ELEVATIONS
•• CEDAR T&G/PANELING/B&B (OR SIMILAR)
•• TYVEK "DRAIN WRAP" (TVP. @ WOOD OR
CEMENTITIOUS SIDING)
• 1/2" CDX PLYWOOD SHEATHING
- • 2X6 STUDS @ 16" O.C. U.N.O.
• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN
EXTERIOR WALL SHEATHING, LIGHT BOXES,
ELECTRICAL OUTLETS WITH MINIMAL EXPANDING
FOAM
• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
"CERTAINTEED' OR SIM IN ANY AREAS WHERE
CLOSED -CELL INSULATION IS NOT USED)
• 1/2" GYPSUM BOARD
TYP. FLOOR ASSEMBLY
• 3/4" FINISH FLOOR
• 3/4" T&G ADVANTECH PLYWOOD SUBFLOOR- GLUED
AND SCREWED
• ACOUSTIC'NET&BLOW"INSULATION-VERIFY
- • 20" FLOOR TRUSSES W/ SPRAYED POLYURETHANE
AT RIM- R-21 MIN.
• 1/2" RESILIENT CHANNEL
AT CEILINGS OVER 150 SQ. FT., TYP: VERIFY W/ G.C.
• 5/8" GYP BD CEILING
TYPICAL FOUNDATION WALL ASSEMBLY
- • BACKFILL FOUNDATION WITH FREE -DRAINING,
- COMPACTED BACKFILL &
CAP WITH POSITIVELY SLOPED BACKFILL (UNDER
TOPSOIL)
•
23 GMX ULTRASHIELD (R10) BELOW GRADE 2'
ABOVE GRADE
DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
• POURED CONCRETE FOUNDATION WALL (SEE
3 STRUCTURAL)
1"MIN. CLOSED CELL INSULATION @ PON.
4.0 SIM. INTERIOR
(R-10 MIN.) -ACTS AS VAPOR BARRIER
(R 15 TOTAL @ PON.)
2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE
PLANS FOR LOCATIONS- OMIT AT MECH. ROOM)
IIIII YP. BOARD (MOISTURE RESISTANT @ WET
AREAS
- )
III- REFINISHED ALUMINUM
... - COIL AT GRADE
TYPICAL LOWER SLAB ASSEMBLY
• 4" STANDARD CONC. FLOOR SLAB
- • 2" RIGID INSULATION UNDER
- SLAB W/ SEAL 6MIL VAPOR BARRIER, TYP: VERIFY W/
6 A G.C.
• 8" MIN. RIVER ROCK- DRAIN
TO INTERIOR DRAIN TILE
4 4" PERFORATED POLYETHYLENE
DRAIN TILE
IN PEA ROCK BED
W/ SILT CLOTH OVER,
SLOPE TO SUMP BASKET OR DAYLIGHT
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PIAN
A1.0 LOWER LEVEL PUN
A1.1 MAIN LEVEL PUN
A1.2 UPPER LEVEL PLAN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
AS. 11 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/ WIN. SCHEDULE
11.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PIAN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-52.6 STRUCTURAL PLANS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 1 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
W
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A4.0
TYPICAL ASPHALT ROOF ASSEMBLY
1'-0"
• ASPHALT SHINGLES PER ELEVATIONS
• 15# FELT W/ ICE AND WATER SHIELD 2 ROWS UP AT
EAVES AND VALLEYS
RIDGE VENTS, PLUMBING CAPS, CRICKETS, VALLEY TIN
AND DIVERTERS AS REQG,
T-2 3/4„
• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
1EATHIN(
(PROVIDE FLASHING TAPE AS REGO.)
O FASCIA•
15/32" OSB WITH H CLIPS
• ROOF TRUSSES - SEE STRUCTURAL
• BLOWN IN FIBERGLASS INSULATION
EQUALS R49 - PROVIDE INSUL. BAFFLES
• 5/8" GYP BD CEILING
(GARAGE CEILINGS SHALL BE 5/8" TYPE
0(' GYP, BD.,
TAPED, MUDDED, SANDED, PRIMED AND PAINTED)
METAL ACCENT ROOF ASSEMBLY
• STANDING SEAM MTL. ROOFING
• INSTALL HIGH TEMPERATURE GRACE ICE & WATER
SHIELD UNDERLAYMENT
• DRIP EDGE BELOW UNDERLAYMENT AT ALL EAVES
(PROVIDE FLASHING TAPE AS REQ'D.)
• 15/32" OSB WITH H CLIPS
• ROOF TRUSSES - SEE STRUCTURAL
BLCW-W-LN FIBERGASS INSIIIATinN
EQUALS R49 - PROVIDE INSUL. BAFFLES
• 5/8" GYP BD CEILING
",,�2 OVER 5/012 FASCIA ON 2X SUB -FASCIA
ONT. VENTED SOFFIT
TYPICAL WALL ASSEMBLY
• SIDING PER ELEVATIONS
•• CEDAR T&G/PANELING/B&B (OR SIMILAR)
•• TYVEK "DRAIN WRAP" (TVP. @ WOOD OR
CEMENTITIOUS SIDING)
• 1/2" CDX PLYWOOD SHEATHING
- • 2X6 STUDS @ 16" O.C. U.N.O.
• R-21 (MIN.) INSULATION -SEAL ALL PENETRATIONS IN
EXTERIOR WALL SHEATHING, LIGHT BOXES,
ELECTRICAL OUTLETS WITH MINIMAL EXPANDING
FOAM
• BREATHABLE VAPOR RETARDER "MEMBRAIN" BY
"CERTAINTEED' OR SIM IN ANY AREAS WHERE
CLOSED -CELL INSULATION IS NOT USED)
• 1/2" GYPSUM BOARD
TYP. FLOOR ASSEMBLY
• 3/4" FINISH FLOOR
• 3/4" T&G ADVANTECH PLYWOOD SUBFLOOR- GLUED
AND SCREWED
• ACOUSTIC'NET&BLOW"INSULATION-VERIFY
- • 20" FLOOR TRUSSES W/ SPRAYED POLYURETHANE
AT RIM- R-21 MIN.
• 1/2" RESILIENT CHANNEL
AT CEILINGS OVER 150 SQ. FT., TYP: VERIFY W/ G.C.
• 5/8" GYP BD CEILING
TYPICAL FOUNDATION WALL ASSEMBLY
- • BACKFILL FOUNDATION WITH FREE -DRAINING,
- COMPACTED BACKFILL &
CAP WITH POSITIVELY SLOPED BACKFILL (UNDER
TOPSOIL)
•
23 GMX ULTRASHIELD (R10) BELOW GRADE 2'
ABOVE GRADE
DRAINAGE BOARD WITH ULTRADRY WATERPROOFING
• POURED CONCRETE FOUNDATION WALL (SEE
3 STRUCTURAL)
1"MIN. CLOSED CELL INSULATION @ PON.
4.0 SIM. INTERIOR
(R-10 MIN.) -ACTS AS VAPOR BARRIER
(R 15 TOTAL @ PON.)
2X4 INTERIOR WALL FRAMING @ 16" O.C. (SEE
PLANS FOR LOCATIONS- OMIT AT MECH. ROOM)
IIIII YP. BOARD (MOISTURE RESISTANT @ WET
AREAS
- )
III- REFINISHED ALUMINUM
... - COIL AT GRADE
TYPICAL LOWER SLAB ASSEMBLY
• 4" STANDARD CONC. FLOOR SLAB
- • 2" RIGID INSULATION UNDER
- SLAB W/ SEAL 6MIL VAPOR BARRIER, TYP: VERIFY W/
6 A G.C.
• 8" MIN. RIVER ROCK- DRAIN
TO INTERIOR DRAIN TILE
4 4" PERFORATED POLYETHYLENE
DRAIN TILE
IN PEA ROCK BED
W/ SILT CLOTH OVER,
SLOPE TO SUMP BASKET OR DAYLIGHT
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PIAN
A1.0 LOWER LEVEL PUN
A1.1 MAIN LEVEL PUN
A1.2 UPPER LEVEL PLAN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
AS. 11 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTLS.
A5.0 DOOR/ WIN. SCHEDULE
11.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PIAN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-52.6 STRUCTURAL PLANS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-21 1 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 4 MAX HT. UPDATE
W
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A4.0
TOP OF�
2'-9- 4'-3"
36
TOP OF UPPER
-
-@ STAIRWELL
-TEMPERED
I I 5-0- 5'-D" 51-0• 5'-0"
2s
22 23 O /
TOPOF --TEMPERED -EGRESS
L�
8
3a
-@ STAIRWELL
-TEMPERED
5
-IEMPERED
TOP OF M.L. PLATE _
4i-D_yI
4'-0"y � \ I� \ 12
6 7 O9 I I 13 14 7' Dii
I] 18 / 19
2' Q
-TEMPERED - -TEMPERED
T.O. SUB -FLOOR MAIN LEVEL - - - - - -
-TEMPERED— -TEMPERED --TEMPERED --TEMPERED
w o 0
-TEMPERED _ __.._..._.. _ __.._..._..
T.O. PLATE
OO NOT USED
\ / \
EGRESS EGRESS
T.O. LOWER LEVEL SLAB
_ _.. .. ... ___ _ _........___
-TEMPERED -TEMPERED
NOTE:
PRIOR TO ORDERINVERIFY ALL WINDOW
OPERATION & ENSUREG, WINDOWS MEET EGRESS/ SASH
LIMITER REQUIREMENTS,
AND ARE TEMPERED WHERE REQUIRED BY CODE.
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PLAN
A1.0 LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
AlA ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DT45.
A5.0 DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PLAN
50.1-52.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-211 WINDOW UPDATE
07-21-21 2 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
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701 446.6347
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SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
AID LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
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A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DT45.
ASA DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-212 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
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JACKSON STROM
701 446.6347
STROM ARCHTfECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
A0.1 SITE PLAN
AID LOWER LEVEL PIAN
Al.l MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
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A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BU I LDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGE
A3.0 BUILDING SECTIONS
All BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TVP. WALL SECTION/ DT45.
ASA DOOR/WIN. SCHEDULE
E1.0 L.L. R.C.P. PLAN
Ell M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PIAN
50.1-S2.6 STRUCTURAL PUNS
05-24-21
06-17-21
07-16-21 1 WINDOW UPDATE
07-21-212 SCREEN UPDATE
07-22-21 3 MASTER UPDATE
09-07-21 /4\MAX HT. UPDATE
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2. VERIFY & LOCATE ALL SWITCHES & FIXTURES IN FIELD W/
DESIGNER PRIOR TO INSTALLATION.
3. CONTRACTOR TO VERIFY POWER REQUIRED FOR
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4. PROVIDE ELECTRICAL SERVICE TO ALL APPLIANCES,
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5. PROVIDE COUNTERTOP AIR SWITCH FOR DISPOSAL (SEE
PRODUCT SPECIFICATION). FINISH TO MATCH
FAUCET.
6. PROV11%DEQUATE ELECTRICAL SERVICE & CIRCUITS
FOR E PROPOSED WORK, MODIFY AS REQ.
7. PROVIDE SMOKE & CARBON MONOXIDE DETECTORS
AS REQUIRED BY CODE.
8. PROVIDE ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY
CODE.
9. VERIFY WALL ART LIGHTING. PROVIDE OUTLET/POWER
AT WALL. HEIGHT TO BE DETERMINED DURING
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10. FORCED AIR & HYDRONIC THERMOSTAT CONTROLS
TO BE LOCATED DURING ELECTRICAL
WALKTHROUGH.
1 LOWER LEVEL ELECTRICAL PLAN
E1.0 1/8"=I' -O"
NOTE: FURNITURE DRAWN IS FOR INTENT PURPOSES ONLY;
IT DOES NOT REFLECT FINAL DECISIONS.
FINAL FURNITURE LAYOUT PROVIDED BY OTHERS.
(SA
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
A0.0
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(SA
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
A0.0
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A1.0
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A1.1
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A1.2
UPPER LEVEL PUN
A1.3
MATCH LINE PIANS
A1.4
ROOF PUN
A2.0
EXTERIOR ELEVATIONS
A2.1
EXTERIOR ELEVATIONS
A2.2
EXTERIOR ELEVATIONS
A2.3
EXTERIOR ELEVATIONS
A3.0
BUILDING SECTION
A5.0
WINDOW SCHEDULE
A3.0 I BUILDING SECTIONS
A3.1
BUILDING SECTIONS
A3.2
BUILDING SECTIONS
A4.0
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A5.0
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4. PROVIDE ELECTRICAL SERV ICE TO ALL APPLIANCES,
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6. PROVIDE ADEQUATE ELECTRICAL SERVIC46&CIRCUITS
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7. PROVIDE SMOKE &CARBON MONOXIDE DETECTORS
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8. PROVIDE ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY
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9. VERIFY WALL ART LIGHTING. PROVIDE OUTLET/POWER
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(SA
STROM ARCHITECTURE
CONTACT:
JACKSON 5T OM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PIAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGI
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTL
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PUN
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220V
FLOOR OUTLET
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NOTE: FURNITURE DRAWN IS FOR INTENT PURPOSES ONLY;
IT DOES NOT REFLECT FINAL DECISIONS.
FINAL FURNITURE LAYOUT PROVIDED BY OTHERS.
(SA
STROM ARCHITECTURE
CONTACT:
JACKSON 5T OM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PIAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
A5.1 DOOR SCHEDULE/GARAGI
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTL
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PUN
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CODE. PROVIDE GFCI OUTLETS AS REQUIRED BY
CODE.
2. VERIFY & LOCATE ALL SWITCHES & FIXTURES IN FIELD W/
DESIGNER PRIOR TO INSTALLATION.
3. CONTRACTOR TO VERIFY POWER REQUIRED FOR
RANGE & HOOD (110 OR 220).
4. PROVIDE ELECTRICAL SERVICE TO ALL APPLIANCES,
HVAC, EQUIPMENT, ETC. AS REQUIRED.
5. PROVIDE COUNTERTOP AIR SWITCH FOR DISPOSAL (SEE
PRODUCT SPECIFICATION). FINISH TO MATCH
FAUCET.
6. PROVIDE ADEQUATE ELECTRICAL SERVICE & CIRCUITS
FOR THE PROPOSED WORK, MODIFY AS REQ.
7. PROVIDE SMOKE & CARBON MONOXIDE DETECTORS
AS REQUIRED BY CODE.
8. PROVIDE ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY
CODE.
9. VERIFY WALL ART LIGHTING. PROVIDE OUTLET/POWER
AT WALL. HEIGHT TO BE DETERMINED DURING
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10. FORCED AIR & HYDRONIC THERMOSTAT CONTROLS
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CODE.
2. VERIFY & LOCATE ALL SWITCHES & FIXTURES IN FIELD W/
DESIGNER PRIOR TO INSTALLATION.
3. CONTRACTOR TO VERIFY POWER REQUIRED FOR
RANGE & HOOD (110 OR 220).
4. PROVIDE ELECTRICAL SERVICE TO ALL APPLIANCES,
HVAC, EQUIPMENT, ETC. AS REQUIRED.
5. PROVIDE COUNTERTOP AIR SWITCH FOR DISPOSAL (SEE
PRODUCT SPECIFICATION). FINISH TO MATCH
FAUCET.
6. PROVIDE ADEQUATE ELECTRICAL SERVICE & CIRCUITS
FOR THE PROPOSED WORK, MODIFY AS REQ.
7. PROVIDE SMOKE & CARBON MONOXIDE DETECTORS
AS REQUIRED BY CODE.
8. PROVIDE ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY
CODE.
9. VERIFY WALL ART LIGHTING. PROVIDE OUTLET/POWER
AT WALL. HEIGHT TO BE DETERMINED DURING
ELECTRICAL WALKTHROUGH.
10. FORCED AIR & HYDRONIC THERMOSTAT CONTROLS
TO BE LOCATED DURING ELECTRICAL
WALKTHROUGH.
I
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E1.2 1/8"=1'-0"
NOTE: FURNITURE DRAWN IS FOR INTENT PURPOSES ONLY;
IT DOES NOT REFLECT FINAL DECISIONS.
FINAL FURNITURE LAYOUT PROVIDED BY OTHERS.
(SA
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PIAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
AS. I DOOR SCHEDULE/GARAGI
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTL
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
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SEMI -FLUSH MOUNT
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NOTE: FURNITURE DRAWN IS FOR INTENT PURPOSES ONLY;
IT DOES NOT REFLECT FINAL DECISIONS.
FINAL FURNITURE LAYOUT PROVIDED BY OTHERS.
(SA
STROM ARCHITECTURE
CONTACT:
JACKSON STROM
701 446.6347
STROM ARCHITECTURE
SUITE #4
530 OAK RIDGE WAY E
WEST FARGO, ND 58078
SHEET INDEX
A0.0 COVERSHEET
AC.1 SITE PIAN
A1.0 LOWER LEVEL PIAN
A1.1 MAIN LEVEL PIAN
A1.2 UPPER LEVEL PUN
A1.3 MATCH LINE PUNS
A1.4 ROOF PUN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 BUILDING SECTION
A5.0 WINDOW SCHEDULE
AS. I DOOR SCHEDULE/GARAGI
A3.0 BUILDING SECTIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A4.0 TYP. WALL SECTION/ DTL
A5.0 DOOR/ WIN. SCHEDULE
E1.0 L.L. R.C.P. PUN
E1.1 M.L. R.C.P. PUN
E1.2 U.L. R.C.P. PUN
E1.3 MATCH LINE ELEC. PUN
S0.1 -S2.6 STRUCTURAL PUNS
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CODE.
2. VERIFY & LOCATE ALL SWITCHES & FIXTURES IN FIELD W/
DESIGNER PRIOR TO INSTALLATION.
3. CONTRACTOR TO VERIFY POWER REQUIRED FOR
RANGE & HOOD (110 OR 220).
4. PROVIDE ELECTRICAL SERVICE TO ALL APPLIANCES,
HVAC, EQUIPMENT, ETC. AS REQUIRED.
5. PROVIDE COUNTERTOP AIR SWITCH FOR DISPOSAL (SEE
PRODUCT SPECIFICATION). FINISH TO MATCH
FAUCET.
6. PROVIDErPEQUATE ELECTRICAL SERVICE & CIRCUITS
FOR �y{E PROPOSED WORK, MODIFY AS REQ.
7. PROVIDE SMOKE & CARBON MONOXIDE DETECTORS
AS REQUIRED BY CODE.
8. PROVIDE ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY
CODE.
9. VERIFY WALL ART LIGHTING. PROVIDE OUTLET/POWER
AT WALL. HEIGHT TO BE DETERMINED DURING
ELECTRICAL WALKTHROUGH.
10. FORCED AIR & HYDRONIC THERMOSTAT CONTROLS
TO BE LOCATED DURING ELECTRICAL
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BUILDING SECTION
WINDOW SCHEDULE
A3.0 IONS
ELECTRICAL SYMBOLS
Q
RECESSED DOWN LIGHT -W" DIA.
Qsc
RECESSED DOWN LIGHT -SLOPED CEILING
'd'
SPOT RECESSED DOWN LIGHT
rl"
VAPOR PROOF FIXTURE W/ LENS
u—,
MINI RECESSED DOWN LIGHT
CE1.2
PENDANT HANGING FIXTURE
SURFACE CEILING MOUNT
EC. PUNS0.1-S2.6
SEMI -FLUSH MOUNT
0
CERAMIC BASE W/ BARE BULB
-0
WALL MOUNTED FIXTURE
❑—
EXHAUST FAN
13 -1 -TI EXHAUST FAN WITH LIGHT
CLOSET FIXTURE
>•�
LOW VOLTAGE STRIP LIGHTING
'
LOW VOLTAGE STRIP LIGHTING
UNDERCABINET PLUGMOLD
Q
LED
220V
FLOOR OUTLET
JAMB SWITCH
2 GARAGE PLAN -ATTIC ELECTRICAL PLAN
E 1,3 1/8" = 1'-0"
L—
L
1 GARAGE ELECTRICAL PLAN
E1.3 1/8"= 1'-0"
Q QSA
r
M ARCHITECTURE
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PUVT/LJE Al.l
A1.2
Q A1.3
FRONT F
COVERSHEET
SITE PIAN
LOWER LEVEL PIAN
MAIN LEVEL PIAN
UPPER LEVEL PUN
MATCH LINE PIANS
ROOF PUN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTION
WINDOW SCHEDULE
A3.0 IONS
A3.1
IONS
A3.2
IONS
A4.0
AION/ DTLS.A5.0/HEDULEE1.0
.EIJ
APLANS
ISTRUCTURAL
CE1.2
E1.3
EC. PUNS0.1-S2.6
TANS
11=11111eI
�e
SIA
-
kk
O (3)
Z
LD
Ln N n
Lu v)Jz
a
0 0—
J c:
O NDD
j -O
a } o .2�