Proposed Site Plan' ' I
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I 5 =E SURVEY PRODUCED BY APNVAN E '
SURVEYING 4 ENGINEERING, CO.
DATED JULY 141 2020 FOR ADDITIONAL ' EXISTING '
I N FORMATION .' '
SHED
AFTER ACCEPTANCE OF VARIANCE, THE SURVEY
Yell LL BE UPPATED TO ACCEPTED LAYOUT. I
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EXI5TIN6 HARDGOVER
1,151 SF HOUSE
431 5F PORCH/STEPS
67 5F 1NALK5
95 SF SHED
I
1, .756 SF TOTAL EXISTING HARDCOVER
I 8,819 5F AREA OF LOT
19.9196 LOT COVERAGE
PROPOSED HARDCOVER
1,157 5F HOUSE
431 5F PORCH/STEPS
61 SF WALKS
95 SF SHED
528 5F GARAGE
481 SF DRIVEWAY/APRON
2,765 SF TOTAL EXISTING HARDCOVER
IT 8,819 5F AREA OF LOT
31.35% LOT COVERAGE
1
EX15TING HOUSE
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R10'-0"
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PROP05ED
DRIVEAAY
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in R10'-0" w
10_011 ql_211 1 141_011
PROPOSED SITE PLAN
3/32"-1 1_0
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&ENERAL NOTES
A. ALL ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL AND
Y40RK SHALL MEET APPLICABLE CODES.
B. CONTRACTOR TO V151T THE 51TE AND REV15N EX15TIN&
CONDITIONS PRIOR TO BIDDING. CONTACT URE\/16 DE516N
&ROUP kNITH ANY NOTICED D15CREPANCIE5.
C. ALL DIMEN51ON5 SHALL BE VERIFIED BY THE CONTRACTOR.
DO NOT 5C. -ALE THE DRA^NC-75.
D. CONTRACTOR TO VERIFY EXISTING 51TE CONDITIONS AND
FRO"\/iDE N'=CF-5!-D,,'Q%K-T'R"%L—..)jU5TMI-7-NT FOR CONSTRUCT ION TO BE
COMPLETED kNITHIN THE INTENT OF THE DE -516N.
E. VERIFY AND MODIFY &RADE A5 REQUIRED TO ACCOMMODATE
THE BUILDING AND TO MAINTAIN f=051TIVE DRAINAGE AY4AY
FROM BUILVIN& AND MINIMUM OF ro" BETYNEEN kNOOD AND
GRADE.
F. ALL EXTERIOR FRAMED Y4ALL5 ARE 2X4 UNLE55 NOTED
OTHE"15E.
O KEYED NOTES TH15 SHEET
1. NEY� CONCRETE APRON AT NE?'q Uf=NARI"--) ACTING
SECTIONAL DOOR.
:2. NEkN 1(o'x7'UPkNARD ACTING SECTIONAL DOOR, FINAL
PE516N BY CONTRACTOR. GARAGE DOOR OPENING
5Y5TEM TO COMPLY ^ITH MINNE50TA STATUTES,
SECTIONS 3:25F.52 AND 3.25F.53
5. NEY4 50 x roll DOOR,
4. 2-2x10 HEADER AND 1/2" PLY^OOD
5. 2-1 3/411 x 11 1/4" OR 11 -1/5" :2.OE LVL HEADER. RUN FULL
^IDTH OF ^ALL TO FACE OF PERPENDICULAR Y4ALL.
Co. SA kNCUT CONTROL JOINTS. MAXIMUM OF 6O.C.
7. PONN5POUT kNITH 5PLA5H BLOCK.
-- d
6ARA&E FLOOR LAN Al
1 /4
11=1 .011 1 0 51 101
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A5
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1/2 10 D 1 21 31 4
ROOF FRAMIN6 MOTES
® ,attach all truss ends with Simpson H25A ties to
wall plates.
• Use 1/211plywood roof Sheathing, See Structural
notes for nailing.
® Provide minimum 2 - 2x trimmer 5tud5 and 1 - 2x
king Stud unle55 noted.
® E31ock Solid below all po5t5 to foundation.
® Provide minimum of 2 5tud5 (5" bearing length),
full width of beam/header/girder tru55 must be
Supported.
® Mend all fascia board butt 5pl ices with Simpson
L5TA24 horizontal Strap.
® Extend plywood wall Sheathing up face of tru55
heel and nail to tru55e5. Stop Short for venting
a5 required.
® Exterior 5tud5 to be 2x4 at 1618 oc.
X1
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BUILI:)INO!BECTION
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Nor
ODER, 5EE FLOOR PLAN
ARP ,ACTING
OITIONAL DOOR
0 4 24
1/2" EXPAN51ON JOINT
MATERIAL
#5 55 REBAR POlNEL @ 241, O.C.,
HOLD 3" FROM FACE OF CONCRETE
DRIVEkNAY
THICKEN PERIMETER OF APRON.
PROVIDE 1 #4 CONTINUOU511
E3
HOLD Ar --.,K 5" FROM 501L
11
31-0 11 /
2 # 4'5 CONTINUOU5, HOLD
BACK 5" FROM 501L
4 all EXTEND DEPTH OF FOOTING A5
�NECESSARY TO REACH UNDISTURBED
GRANULAR 501L OR ENGINEERED FILL
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METAL kNRAPPEI;) FA50A
-ATED SOFFIT
FAN WAW ;M 0009
WIN
.2x4 5ILL PLATE,
71;;?,F-ATEP IF NECE55ARY
OF TIONAL :2x(o 5I LL
PLATE, TREATED
FOAM 5ILL 5EALER, RUN
PA5T OUT51DE EDGE
CMU. 5" OR 4" HIGH,
CORE FILL
XB 1&" MIN. IN - of C"
CONC., 66O.C. MAX) 3 1/:211
TO 1:2" FROM EACH END, 2
BOLT5 PER SILL PLATE MIN.
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Wil
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2x6 BLOCKING
5IMPSON H25A HURRICANE TIE @ EA. 2x
BETYNEEN
2x OUITRI&&ER @ 24" O.C. FOR OVERHANGS
OUTRI&C-7ER5It
&REATER THAN 15". OTHE"15E 2x CABLE
BLOCKING @ 2411 O.C.
ADD ROYN OF
5IMP50N LU524 HANGER UP51PE POkNN
BRACING
A5 REaUIRED .
2x6 ROOF DIAPHRAGM
'T' -'T' -2x6 DIAGONAL
-
BLK&. @ 45 O.C.
BRACE @ 4510 O.C.
YIV3-16d NAILS
W 4-10d NAILS
EA. END TO TRU55.
FNF
2-2Xr6ON
NAIL ROOF SHEATH INC.
.
HORIZ. L -REINS W
4-10d NAILS TO
MAX. 2x4x12'-O" BTM. CHORD
EACH TRU55 kNEB
450 PERMANENT CONT. LATERAL
RE5TRAINT @ 451, O.C. YV 2-10d
NAILS TO EACH TRU55 EE TRU55
PROPPED
DRAKNC-75 FOR ADDITIONAL BTM.
STRUCTURAL
CHORD BRACIN&)
CABLE ROOF TRU55
'T' -2x6 CABLE END Y4ALL
PERMANENT DIACONAL BRACING
@ 45" O.C. W 5-10d NAILS TO
BLOCKING $ 4-10d TOE -NAILS
TO kNALL PLATES
5IMP5ON L550 CLIP @ 4 1-011 O.C.
AT TRU55 TO PLATE $ KICKER TO PLATE
UNLE55 NOTED
&AE3LE f3RAC.E I:;:ETAIL. -
ONE INCH
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Framing/Sheathing for overhead door walls
OUTSIDE ELEVATION
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EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS
EXTENT OF HEADER WITH SINGLE PORTAL FRAMES (ONE
BRACED WALL SEGMENT)
2'-18' FINISHED WIDTH OF OPENING FOR SINGLE
OR DOUBLE PORTAL
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SIDE ELEVATION
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TENSION STRAP (ON
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OPPOSITE SIDE OF
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SHEATHING
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0
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0
0 0 0 0
0
0 0 0 0 0
0
0
0 0 0 0 0
0
0
0
0 0 0 0
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MIN 3"X111/4"NET HEADER
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0 0 0 0
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STEEL HEADER PROHIBITED
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FASTEN SHEATHING TO HEADER WITH 8D
0
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COMMON OR GALVANIZED BOX NAILS IN 3"
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IF NEEDED, PANEL SPLICE
00
00
00 00
GRID PATTERN AS SHOWN
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EDGES SHALL OCCUR OVER
00
00
AND BE NAILED TO COMMON0
0 0 0
0
0
BLOCKING WITHIN 24 OF THE
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FASTEN TOP
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HEADER TO JACK -STUD STRAP ON
WALL MID -WEIGHT. ONE ROW
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PLATE TOR
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BOTH SIDES OF OPENING OPPOSITE
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OF 3" O.C. NAILING IS
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HEADER WITH
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SIDE OF SHEATHING
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REQUIRED IN EACH PANEL
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TWO ROWS OF
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0
EDGE.
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16D SINKER
NAILS AT 3" O.C.
0 0 0
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TYPICAL PORTAL FRAME
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0 0
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TYP.
00 00
CONSTRUCTION
000
0 0 0
0
00 00
MIN DOUBLE 2X4 FRAMING COVERED WITH MIN
00
0 0 0 00
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7/16" THICK WOOD STRUCTURAL PANEL
00
00 00
SHEATHING WITH 8D COMMON OR GALVANIZED
0
0 00
00 00
BOX NAILS AT 3" O.C. IN FRAMING (STUDS AND
MIN DOUBLE 2X4 POST (KING
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00 00
SILLS AS SHOWN, TYP
AND JACK STUD).
00
00
00 00
00
00
MIN 7/16" WOOD
00 00
MIN LENGTH OF PANEL
00
00
STRUCTURAL
0 0
0
0
0 0
0
PANEL SHEATHING
MIN (2) 1/2" DIAMETER ANCHOR BOLTS
INSTALLED WITH 2"X2"X3/16" PLATE WASHER
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PORTAL FRAMING
NO 5CALE
INTERMITTENT BRACED WALL
PANEL REQUIRED ADJACENT
OPENING FOR SINGLE PORTAL
FRAME
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ELEVATION NOTES: ADJU5T DEPTH OF TURNED-DOP NN
1. 5° x 68 DOOR 5. 5H INGLED ROOD
2. VINYL TRIM, TYPICAL b. PREFINISHED METAL TRIM SOOTING5 NEGE55RY TO
5. q° x -70 UPY4ARD ACTING -1. GUTTER MATCH EXI5TING GRADE.
5EGTIONAL DOOR 5. DOYNN5POUT
4. VINYL 51DIN6
n`1ttORTH ELEVATION � AAEST ELEVATIONON L J
1/411=11_011
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1/411=11_011 �
O 5, 10
�`50UTH ELEVATION � � tAST ELE\/ATION L -J
1/411=1 1-011
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11 1 11
1/4 =1-O ,
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