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The Dwelling Place DRAWING INDEX
ARCHITECTURAL
7579 - 7581 Street Al SITE PLAN , NOTES
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REFLECTED PLAN
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2023 BUILDING CODE REFERENCES
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PROJECT NAME: THE DWELLING PLACE - BUILDING ADDITION
LOCATION: 7579-7581 ABLE STREET oIF
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PROPERTY LINE FRIDLEY, MINNESOTA
ANOKA COUNTY ° N
APPLICABLE CODES: w w o o
1. INTERNATIONAL BUILDING CODE 2021 EDITION q
2. INTERNATIONAL FIRE CODE 2021 EDITION °
3. MINNESOTA STATE BUILDING CODE 2020 EDITION z w
EXIST. TREE 4. MINNESOTA FIRE CODE 2020 EDITION o Q a z Q
O 5. MINNESOTA ENERGY CODE 2020 EDITION
6. FRIDLEY ZONING ORDINANCE CURRENT EDITION
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EXIST. FENCE C.)
GENERAL NOTES u
RESIDENCE
1. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE U
w N o. 7581 WELL EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT AND FIELD
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EGRESS VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO DEMOLITION
r w AND CONSTRUCTION. ERRORS, OMISSIONS, AND AMBIGUITIES SHALL BE REPORTED TO THE
J ARCHITECT FOR INTERPRETATION AND CORRECTION IN WRITING PRIOR TO COMMENCEMENT N o
EXIST. OF WORK AFFECTED. THE ARCHITECT HAS THE AUTHORITY TO MAKE MINOR CHANGES U w
CONCRETE NOT INCONSISTENT WITH THE PURPOSE OF THE WORK WITHOUT INVOLVING EXTRA COST
PATIO SOD ALL AREAS TO THE OWNER.
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: DISTURBED BY
— — — CONSTRUCTION w 2. NEW CONSTRUCTION TO COMPLY WITH ALL LOCAL BUILDING CODES AND ORDINANCES. >
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w � / / z � W REFERENCE: FRIDLEY CITY ORDINANCES - DECKS 7
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LLJ 3. MECHANICAL & ELECTRICAL ENGINEERING BY OTHERS. aLi
o 17EXISTING CONCRETE WALK �/ — — i I i EXIST. CONC. WALK 4. SEE STRUCTURAL NOTES FOR REINFORCING, STRUCTURAL SUPPORTS AND MATERIALS. 0 Mi i z C° \� ____1J .i, 0 5. FIRESTOP AROUND ALL MECHANICAL AND ELECTRICAL PENETRATIONS IN RATED WALLS AND0 AND CEILINGS WITH UL APPROVED FIRESTOPPING MATERIAL.X F 6. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE MOISTURE TREATED.
MOVE CONCRETE
EXIST. STAIR, WALK, AND w m 7. RESTORE POSITIVE SLOPED GRADE AWAY FROM BUILDINGS AND SOD ALL AREAS DISTURBED
CONCRETE & PATIO SLABS AS DURING CONSTRUCTION.
PATIO REQUIRED. PATCH 8. VERIFY ALL MASONRY, CONCRETE FOOTING AND SLAB ELEVATIONS AS NOTED AND SHOWN
CONCRETE TO MATCH
IN SECTIONS, DETAILS, AND SHOP DRAWINGS.
__1 Lj 9. LOCATE ALL UNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION.
10. ALL SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT FOR APPROVAL.
RESIDENCE 11. VERIFY ALL HARDWARE, RAILINGS AND DIMENSIONS COMPLY WITH HANDICAP CODES.
No. 7579 AND OWNER REQUIREMENTS.
12. SELECTION OF ALL FINISH MATERIALS BY ARCHITECT.
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STRUCTURAL GARAGE NOTES a
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1. 2020 MINNESOTA BUILDING CODE TO APPLY (INCLUDING THE 2018 IRC)
2. SOIL BEARING ASSUMED TO BE f'BRG=1,800 PSF WITH NO SOIL REPORT. a
3. CONCRETE STRENGTH FOR FOOTINGS TO BE f'c=3000 PSI
4. CONCRETE STRENGTH FOR SLAB ON GRADE TO BE f'c=4000 PSI (AIR ENTRAINED). W
5. WOOD MEMBERS TO BE DOUG FIR-LARCH OR SOUTHERN YELLOW PINE #2 OR BETTER
6. WOOD TREATED MEMBERS TO BE SOUTHERN YELLOW PINE #2 OR BETTER. Q
PROPERTY LINE 7. ROOF TRUSSES AND GIRDER TRUSSES TO BE DESIGNED BY A REGISTERED ENGINEER W
IN THE STATE OF MINNESOTA ALTERNATE: MINIMUM 2 X 8 HAND FRAMING ACCORDING TO
UNIFORM BUILDING CODE AND STANDARD ROOF FRAMING PRACTICES.
N 8. INSTALL H1 18-GAUGE GALVANIZED HURRICANE TIES (SIMPSON STRONG-TIE) FOR EACH Q
ROOF TRUSS MEMBER.
SITE PLAN
9. ROOF SHEATHING TO BE 1/2" EXTERIOR GRADE PLYWOOD OR APPROVED EQUAL.
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Al 1/8" = 1'-0"
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PLAN NORTH
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DRAWN CHECKED
RWF RWF
DATE PROJECT NO.
5-05-2023 3
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I OF 2 SHEETS