HomeMy WebLinkAboutResubmittal SHEET A101_6-13-22 EXIST. ALDLN
4 CONSTRUCTION NOTES HOUSE
A102
GENERAL
WORK SHALL AL CONFORM TO ALL STATE AND LOCAL BUILDING CODES, EXIST. ASSOCIATES
ORDINANCES, REGULATIONS, MANUFACTURER'S INSTRUCTIONS. ETC. GARAGE
2. ALL AREAS USED FOR STAGING, DUMPSTERS,CONTRACTOR PARKING, ETC. ARCHITECTURE
SHALL BE DESIGNATED BY OWNER.
SPHALT SHINdL" I I I F I IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 IT 11 1 1 3. ALL AREAS OF THE JOBSITE MUST BE KEPT BROOM CLEAN. NO DEBRIS
SHALL BE LEFT ON SITE EXCEPT IN DESIGNATED AREAS. EXIST.
4. ACCESS TO ALL ENTRANCES AND EXITS MUST BE MAINTAINED IN AN GARAGE
ORDERLY AND SAFE MANNER.
5. DESIGN BUILD:
A. PLUMBING
B. ELECTRICAL Minneapolis, MN
6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE LG9388@gmail.com
_ ROOF BEARING BEGINNING CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 763-300-2840
8' _ 1 7. PROVIDE FALL PROTECTION FOR WINDOW SILLS BELOW 36"AFF.
8. WINDOWS ARE GENERIC IN SIZES SPECIFIED ON DRAWINGS. SEE WINDOW
MANUFACTURER SPECIFICATIONS FOR ROUGH OPENING SIZES.
9. HEADERS ABOVE DOOR AND WINDOW OPENINGS IN WOOD-FRAMED BEARING All Federal, State and local codes, ordinances,
WALLS ARE 2-2X10 UNLESS NOTED OTHERWISE. EXIST. regulations and manufacturer's instructions,
10. ALL BEARING WALLS TO HAVE DOUBLE TOP PLATES. ALL BUILDING LOADS AND GARAGE ethall be art of the
STRUCTURAL MEMBERS TO BE VERIFIED AND SIZED BY MATERIAL SUPPLIER. c. s e considered as p
11. ALL STRUCTURAL LUMBER TO BE SOUTHERN YELLOW PINE GRADE A OR EQUAL. specifications for this building and shall take
00 COMPOSITE LAP SIDING 12. FRAMING:ALL EXTERIOR WALL FRAMING SHALL INCLUDE 1/2"CDX PLYWD. precedence over anything shown, described
13. SHEATHING.SHEATHING IS FLUSH TO OUTSIDE FACE OF FOUNDATION WALL. or implied where same are at variance.
CD Ll 14. TRUSS SUPPLIER: IF ROOF AND FLOOR TRUSS LAYOUTS DIFFER FROM WHAT IS
` SHOWN ON PLANS,NOTIFY THE GENERAL CONTRACTOR TO VERIFY ADEQUATE Contractor is responsible for determining and
BEARING CONDITIONS AT ALL AFFECTED FRAMING AND FOUNDATION LOCATIONS. ensuring compliance with all applicable codes
and manufacturer's requirements.
FIRST FLOOR THE SUBTRADES WILL BE RESPONSIBLE FOR THE COMPLETE DESIGN OF THEIR
SCOPE OF WORK.ALL DESIGN AND COSTS FOR THE WORK SHALL BE PRESENTED
01 - 01, TO THE OWNER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK.
THESE SUBTRADES ARE RESPONSIBLE FOR ALL CONSTRUCTION
DOCUMENTATIONAND PERMITS REQUIRED TO COMPLETE THEIR WORK.
THESE SUBTRADES ARE RESPONSIBLE FOR ALL COORDINATION WITH RELATED 44'-4 1/2" (VERIFY)
TRADES WHEN THE SCOPE OF WORK OVERLAPS, I.E. HVAC WILL PROVIDE
ih PROPOSED EXISTING HOUSE
SUFFICIENT COORDINATION WITH ELECTRIAL SUBCONTRACTORS SO THAT ALL - - DDITION� - - - -
LL
WORK AND CODES NECESSARY TO COMPLETE THIS WORK ARE INCLUDED IN THE
PROJECT COST. EXIST.
THESE SUBTRADES MUST ENSURE THAT ALL WORK IS COMPLETED ACCORDING TO HOUSE
ALL CODES ENFORCED IN THE JURISDICTION OF THE PROJECT.
BASEMENT
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STAIRS 32"X80"DR. N — --------------------------
EXIST. —--
I I I I I
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I I I II I
DN DN II II y
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20' 8" 13' 41/2" (VERIFY) 00 ------ BENCH W/ -----
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A102
A102 NEW WALL(TYP.) 36"X64"SH EGRESS N N
20' 8"
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L LID
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PERMIT SET
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N - 0 o DOWELL 6"INTO EXIST.
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'2-1.75"x7.5"LVL HDR. 2-1.75"x7.5"LVL HDR. _ o FOUND.WALL W/#5 @
'n Q KITCHEN ° io 00 _� 12"VERT. (TYP.)
in w - ,- >_ - 8'-0"CLG. r'o W
w �'= BEDROOM 2 o BEDROOM 3 EXIST. N 1 O w F - > 8" 19' 4"
_ 0 DW
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oo N' N ON 2"T-250 INSUL.ON 2500 PSF
rO x- � T MIN.SOIL(TYP.)
60"X80"BYPASS 0,9 co co n
31/2" 10' 11/2" ORIGINAL ISSUE: 04/01/22
M
T T C° NEW FOUNDATION EXISTING FOUNDATION REVISIONS
N N _ '• _ _ - M N N
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No . Description Date
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- '_ LINEN -CID r - EXIST.WALLS'- m
M DINING ROOM
a°C � 2'-3'. 31/2" z
r 'N 8'-0"CLG. N
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MASTER BEDROOM5' 1'� _ 31/2" 2' 0"".� 3 1/2 s' 1" x-
8'-0"CLG. �o 20"X10"5,000 PSI CONC. FTG. (TYP.)
N -•i-
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EXIST. �� - N EXIST.WALLS m FOUND.WALL W/#5 @
6" 13' 6" 3 1/2" b o 80, (TYP.)
-,- - - 12 VERT Y
o "
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28"X80"DR. , .
21.75"x7.5' LVLHDR. M O,Q, i L - - - - - - - - - - - - -
I Project Number
M . 2 1.75"x7.5"LVL HDR. PROJECT NUMBER
60"X64"SH D L. EGRESS " 36"X48"SH ' • 60"X64"SH DBL.
6'-8"HD.HT. _ 6'-8"HD.HT. ' - 6'-8"HD.HT. — — — — — Author h Checker
NEW REINF.8"CONC.BLK.
- 4"REINF. CONC. SLAB W/10/10 FOUND.WALL ON 20"X10" U Or
N WWM W/6 MIL.VAPOR BARRIER CONC.FTG. DRAWN BY CHECKED BY
PORCH - r ON 2500 PSF MIN.SOIL(TYP.)
LID
co co6'-0 1/2" 3'-8" 10'-4 5' 0" . ' 4' 9 1/2" , 10' 2 1/2" 5' 0'
co TROTT-BINNS
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Q 9'-8" 10'-4" 25'-0" (VERIFY)
L -
v 45' 0" (VERIFY) 9'-8" 10'-4" 25'-0"
45'-0"
PLANS
N
N
FOUNDATION
N FIRST FLOOR 1 ,092 S.F.LOOR 1 ,092 S.F 1/4" = 1'-0"1/4" = V-0" Al 01