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DRAWING INDEX The Dwelling Place
ARCHITECTURAL
Al SITE PLAN , ROOF PLAN , NOTES
Building Add1
A2 FRAVING PLANS, SECTIONS, DETAILS
A3 BUILDING ELEVATIONS, SECTIONS •
REFLECTED PLANS, DETAILS Fridley,
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2022 BUILDING CODE REFERENCES
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PROJECT NAME: THE DWELLING PLACE — BUILDING ADDITION w w o x CIA
LOCATION: FRIDLEY, MINNESOTA Q
RESI ENCE
ANOKA COUNTY No. 7529 z
APPLICABLE CODES:
1. INTERNATIONAL BUILDING CODE 2021 EDITION Ld
2. INTERNATIONAL FIRE CODE 2021 EDITION z
3. MINNESOTA STATE BUILDING CODE 2020 EDITION J
24"
4. MINNESOTA FIRE CODE 2020 EDITION >_
5. MINNESOTA ENERGY CODE 2020 EDITION OVERHANG
6. FRIDLEY ZONING ORDINANCE CURRENT EDITION ALL SIDESLd U
O EXISTING 4 4/12
RAIN •'�
GUTTER01 U
35'-8" 01
CONCRETE SIDEWALK CONCRETE SIDEWALK 00
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GENERAL NOTES w d . ° Q a N o
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1. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE U °. a a a ° ° . o 'd c =_______ ________ DOOR d
w �' NEW<CONCRETE, IDEWALK. I I a
EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT AND FIELD CDa a a ae ° ° • ..aQ 4"
VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO DEMOLITION OD N
AND CONSTRUCTION. ERRORS, OMISSIONS, AND AMBIGUITIES SHALL BE REPORTED TO THE Q Ln `¢ a
ARCHITECT FOR INTERPRETATION AND CORRECTION IN WRITING PRIOR TO COMMENCEMENT Li 4'
OF WORK AFFECTED. THE ARCHITECT HAS THE AUTHORITY TO MAKE MINOR CHANGES A
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NOT INCONSISTENT WITH THE PURPOSE OF THE WORK WITHOUT INVOLVING EXTRA COST 'I I
TO THE OWNER. - __________ __________
2. NEW CONSTRUCTION TO COMPLY WITH ALL LOCAL BUILDING CODES AND ORDINANCES. Q
REFERENCE: FRIDLEY CITY ORDINANCES — DECKS -
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3. MECHANICAL & ELECTRICAL ENGINEERING BY OTHERS. ;n II II II
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4. SEE STRUCTURAL NOTES FOR REINFORCING, STRUCTURAL SUPPORTS AND MATERIALS. II 11 n II II
5. FIRESTOP AROUND ALL MECHANICAL AND ELECTRICAL PENETRATIONS IN RATED WALLS AND IjI II
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AND CEILINGS WITH UL APPROVED FIRESTOPPING MATERIAL. h
6. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE MOISTURE TREATED. co
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7. RESTORE POSITIVE SLOPED GRADE AWAY FROM BUILDINGS AND SOD ALL AREAS DISTURBED �, Z
DURING CONSTRUCTION.
8. VERIFY ALL MASONRY, CONCRETE FOOTING AND SLAB ELEVATIONS AS NOTED AND SHOWN II II II P-+I
IN SECTIONS, DETAILS, AND SHOP DRAWINGS. II II II
9. LOCATE ALL UNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. - _Z
10. ALL SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT FOR APPROVAL. RESI D N CE '� a
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11. VERIFY ALL HARDWARE, RAILINGS AND DIMENSIONS COMPLY WITH HANDICAP CODES.
No. 7527 W W
AND OWNER REQUIREMENTS.
12. SELECTION OF ALL FINISH MATERIALS BY ARCHITECT. II II Q
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20'—4" 9'—8" 5'—
STRUCTURAL NOTES
35'-0"
1. 2020 MINNESOTA BUILDING CODE TO APPLY (INCLUDING THE 2018 IRC) w
2. SOIL BEARING ASSUMED TO BE f'BRG=1,800 PSF WITH NO SOIL REPORT. Q
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).
5. WOOD MEMBERS TO BE DOUG FIR—LARCH OR SOUTHERN YELLOW PINE #2 OR BETTER z
6. WOOD TREATED MEMBERS TO BE SOUTHERN YELLOW PINE #2 OR BETTER.
7. GLU LAM BEAMS AND CONNECTIONS DESIGNED TO MEET MANUFACTURER'S SPECIFICATIONS.
8. ROOF TRUSSES AND GIRDER TRUSSES TO BE DESIGNED BY A REGISTERED ENGINEER N
IN THE STATE OF MINNESOTA ALTERNATE: MINIMUM 2 X 8 HAND FRAMING ACCORDING TO
UNIFORM BUILDING CODE AND STANDARD ROOF FRAMING PRACTICES. SITE PLAN
9. INSTALL H1 18—GAUGE GALVANIZED HURRICANE TIES (SIMPSON STRONG—TIE) FOR EACH 1 W z
ROOF TRUSS MEMBER. Al 1/4" = 1'-0" L�z
10. ROOF SHEATHING TO BE 1/2" EXTERIOR GRADE PLYWOOD. GAS
5 METER
DRA�UN CHECKED
PLAN NORTH xwF xwF
DATE PROJECT NO.
12-22-2022
PROPERTY LINE Al
1 OF 3 SHEETS