HomeMy WebLinkAboutFinal new garage review 7463 Able Street CERTIFICATE OF SURVEY
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o Denote.5 iron monulne.nt
I hereby certify that this is a true and correct representation of a
survey of the boundaries of,
Lot 110 Block 2, Nagel's woodlands.
And Of the location of all buildings thereon, and all visible encroach-
ments, if any, from or on said land. As surveyed by ae this 28th day
of April, 1975. ,
Gary L�abr'
01
Land Surveyor, Minn. Reg. N o. 9066
AL PREPARED FOR
GABRIEL LAND SURVEYING ,N`30.
BOOK
3030 HARBOR LANE NO., MPLS., MINN. 55441 4-49 FRO RTFOr 10
REALTY
TEL. 545-0906 FILE i.-
24,i-A
APPROVED
Jensen D11/13/2023
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SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. uj
m1
2400 ASPHALT SHINGLES
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12 12 .4 0 O
L.i�. LAP SIDING ui
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STEEL PANEL GARAGE DOORS
Provide overhead garage doors rated for 90 mph wind
load RIGHT LEVATION
FRONT ELEVATION
Flash all exterior openings
2400 ASPHALT SHINGLES
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5 W
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LEFT ELEVATION w � Q
fi EAR ELEVATION � � z � z
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NOTICE: THESE PLANS ARE DESIGNED EXCLUSIVELY FOR THE USE OF REVISIONS 'q ( N
HOME PLANNING ASSOCIATES INC. AND ANY
REPRODUCTION OR OTHER USE IS STRICTLY PROHIBITED,WITHOUT THE
EXPRESS WRITTEN CONSENT OF HOME PLANNING ASSOCIATES INC. SHEET NUMBER
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND rrf�
PREPARING THESE PLANS AND CHECKING FOR ACCURACY,THE ETS
INSTALLER,OWNER,OR CONTRACTOR MUST VERIFY ALL DETAILS AND PLAN NUMBER
DIMENSIONS AND BE RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. 23114 11 1 4
32'-0"
Header calculations; 16'x13.5 x 50 Ibs=10,800 lbs.
4'-0 Note; Header is under sized. provide 2 1 3/4 14" LVL's
cs-WSP Cs-WSP or equal.
-' I �12"xl2" PERIMITER FOOTING m
— Call for framing inspection
O Iw I prior to building wrap/ siding.
IO W ROOF VENTS PER CODE
_ 2400 ASPHALT SHINGLE&
150 ASPHALT FELT
Zn N ZQ 1/16 OXBOARD SHEATHING
I3 U 3 I 12 12 W/CLIPS
O 0 I�- IV 0 GAR AG
o O 5 5 ROOF TRUSSES 24" o.c.
N.
4" CONCRETE FLOOR } I o �' ALUMINUM SOFFIT 4 FACIA
WX roX�o 10/10 WWM I W/ CONT. VENTS
ROOF TRUSSES 24" O.C.
•--------------------------, ------------------------------------ ---------- _ SIDING PER ELEVATIONS
' I HOUSE WRAP AS REGi'D
OSB SHEATHING
CIA
2x4 STUDS 16" O.C.
— BRACING PER CODE
IL I I Q- 2x4 TRT'D. SILL PLATE
4" CONCRETE FLOOR W/ SILL SEALER
2-1 3/4"xll '1/S" I 1/2 ANCHOR BOLTS 6-O O.C.
L — 22-2x12 HDR — — — — — — — J c� W/ roX6 10/10 WWM
U � — — � ~ — T — - -LVL1Di2- - — T U
. . .. . . .. . .. . . .. . . . . . ..
1 -O FROM PLATE ENDS
CS-G C�-G CS-G
X 1' sT EEL PANEL 1ro' X -1' S EEL PANEL �lc (o"x5" GONG BLOCK
ARAGE DOOR GARAGE DOOR Min. 6" clearance from Anchor bolts: min 7" embedded in concrete, 12"X12" PERIMIITER FOOTING
-------- framing/siding to ground. min 2 per sill, min. 12" from plate ends, min.
-9" 15'-O" 6 ' O.C.
32'-0"
CROSS SECTION
Header calculations: 9'x13.5' x 50 Ibs= 6075 Ibs
Note; header is undersized. Provide (2) 1 3/4 x 9 1/2" LVL's or equal.
PLAN NUMBER: 2311 4
NOTE: CONTRACTOR TO VERIFY ALL
DIMENSIONS AND CONDITIONS IN THE FIELD SHEET 2 OF 3
AND BE RESPONSIBLE FOR SAME
4'—OII
Outside Elevation Side Elevation
Extent of header (two braced wall segments)
Min. 1000 lb
Extent of header (one braced wall segment) tension strap I• "
Strap shall be
Fasten sheathingto header with ad ny ""f""'#"""'""' - '
wall centered at "
common nails in 3-in, grid pattern as177T 11height( bottom f 0
shown and 3 in, o.c. in all framing0 (I header. I "
(studs and sills) typ. ^ Min. 3" x 11-1/4" net header !! ° ° = Sheathing II '
I " °= MAXIMUM STUD SP�ACINCa 16 O.C.
° ° ° °
lo filler if needed
Header shall be Top plate �� _
121 I �� - 6d sinker „
fastened to the continuity is i i _ „
Max, - nails in 2 rows
total king stud with required per I II _ 6 3" O.G.
wall
s I'o-16D sinker nails Is Rro02.3.2 ,I i i _ FASTENERS PER 1
height �► Minimum 1000 lb header-to- "
i Wood Structural TABLE R�o02.3(3�
L ack-stud strap shall be cen erect __ ;= panel must be „ „ "
II 6 EDCxES 12 FIELD "
N at bottom of header and installed I I I __ continuous from
10 on backside as shown on I I i i _' _ top of wall to
Max, side elevation .......
: .o.....o........
a' I I _ bottom of wall, 8 min.
height For a panel splice(if needed),panel (I __ e 3/ m
edges shall occur over and be nailed I I = _ or from top Of QCJB I
to common blocking and occur I I __ wall t0 permitted
Min, length based on 6:1 g 2 to IS (finishe I*fdth � _ p
within the middle 24 in. of wall __ __ splice area
height-to-width ratio. For height. One row of 3 In. o.c.
example- 16 in, min. for 8 ft• nalling is required at each panel „
p edge. Braced wall line wit I I I i _ Full-length 0
height. Min, number of continuous sheathinc ;; I; king studs
Per table R602.10.4.1.1 s shown ��Jack stu CONTINUOUSLY SHEATHED WOOD 6TURCTUIRAL FANEL (CS—WSi=)
Full-length per table R502.5042) II
3/8 min. 3/4 OSB SPEC.
kincl stud -�- thickness wood
structural panel
sheathing
2 Anchor bolts per R403.1.6 Foundation per code
Not to scale
required
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Extent of header (two braced wall segments)
Side Elevation
Extent of header (one braced wall se ment)
Framing anchors Nail sole plate _ _ Nail sole plate e e Min. 3" x 11-1/4" net header — e e
610 ,fb to Joist per _ __ _ to Joist per Header shall occur at top of wa
!' Table R602.3CUa all
6�0 Flo table R602.3(1) " _� ".wk::.
L
_= Header shall be a e I
fastened to he Top t I _ 6d sinker
Approved kin stud with continuft is !I
pp d) g y I i nails in 2 rows
band joist x 6-Irod sinker nails required per 3'I o.c.
Fasten sheathing to header with ed common nalls In 3 In.grid R602.3.2
S p—rn as shown and 3 In.o. In all framing(studs and sills) i
�' yp 1000 lb header-
C1 Minimum 1000 lb header-to- to-jack-stud strap
OVER RAISED WOOD FLOORS OR SECOND FLOOR - FRAMING ANCHOR OPTION I I I
Not to scale ! ack-stud strap on both si es of _ on both sides 0
€cn opening per Table R602.10.4•L1 of opening
Max. (install on backside as shown
height on Side Elevation)
Wood structural panel 10Fore panel splice Or needed),panel edges shall be blocked and
occur withln 24 In.of NO height.One r o of typ.
ea I i
sheathin over a roved shthing-to-framing nalling is required ne i,—1,pal.
g pp 2' to 181 (finished width) i ii Z/16" min.
band joist thickness wood
Nail sole plate _ helghao_Isngmratio.For Braced wall segmen structural panel
Min,len th based on 4:1
ad Common example:24 In.min.for B per R602.10.3,4 !I !I g
to joist per _ eight. I i
nails 3" o.c, top to joist per - r
i „ „ table R602.30) _ Min. (2) 2x4 t
and bottom table R602.3C1 I I1 _ ; yp' !) !! _ Anchor bolts per
r
;: No, of Jack stu s r . ...........�_.= R403.1.6 Typ.
®.® Approved _
Min• per Table R502 S(1e2)
over(a ° ° ° ° ° ° ° ° band joist
OVER RAISED WOOD FLOORS OR SECOND FLOOR - WOOD STRUCTURAL PANEL OVERLAP OPTION
Min 2-1/2" x 2-1/2" x 3/16" plate washer Not to scale
Nail sole plate
Wood structural panel sheathing over approved band joist
Not to scale CONTiNUOUSLY SHEATHED WSF ADJACENT TO GAIRA E (CS—G)
CONTINUOUSLY SHEATHED FORTAL FRAME (CS-1=F)
PLAN NUMBER: 23114
NOTE: CONTRACTOR TO VERIFY ALL
DIMENSIONS AND CONDITIONS IN THE FIELD SHEET 3 OF 3
AND BE RESPONSIBLE FOR SAME