HomeMy WebLinkAbout125 GIBRALTAR RD NE GARAGE ADDITION DOCUMENTS CERTIFICATE OF SURVEY
(MEASUREMENTS SHOWN IN FEET AND DECIMALS OF A FOOT)
FOR Richard Snell KURTH SURVEYING, INC. DATE: May 28, 2022
4002 JEFFERSON ST. N.E.
I HEREBY CERTIFY THAT THIS SURVEY. PLAN OR REPORT COLUMBIA HEIGHTS, MN 55421 0 = IRON PIPE MONUMENT SET
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION PHONE(763) 788-9769
AND THAT I AMA ULY IC L D SURVEYOR UNDER E-MAIL: ksi®kurthsurveyinginc.com. • = IRON PIPE MONUMENT FOUND
�g�!y
TAT O M NN A. X = 60D SPIKE SET
0 20
BEARINGS ARE ASSUMED
Randy L. Kurth, L.L.S. No. 20270
Russell J. Kurth, L.L.S. No. 16113 SCALE IN FEET
S 89.49100 'E 63 .01 '
5' DRAINAGE 8,UTLITY EASEMENT I SET SPIKE 1.0' SOUTH
_= - - - - - - - - OF TRUE CORNER
NOTE: �� 5��A 26
THIS IS NOT A FULL BOUNDARY Q` -
SURVEY. THE SURVEY WAS DONE <CO
�1
TO DETERMINE THE EAST LINE 10 Q�
AND BUILDING LOCATIONS IN VF4
RELATION TO IT FOR A GARAGE
ADDITION TO THE FRONT.
PROPOSED
o GARAGE
ADDITION
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1 r I'
^v `� 163
10 V
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25 15.6
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f , N 89051 ' 27"W
19" ROAD
PROPERTY DESCRIPTION (per, county auditor web site)
Lot 14, Block 2, CARLSONS SUMMIT MANOR SOUTH ADDITION, Anoka County, MN.
rlk....clty of Fridley\carlsons summit manor plawM25 9brWtar cart$xd 26-30-24-23-0030 plat Folder
QUOTE
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Masonry Plus of Minnesota INVOICE#336
DATE: MARCH 19, 2021
Concrete/masonry specialists
5377 Highland Trail
Big Lake, Mn 55309
Phone 763-657-6301 Fax[fax]
mtienter@yahoo.com
iu RiLk 31leil
SALESPERSON
JOB PAYMENT TERMS DUE DATE
4 garage L Due on receipt I p
Matt 300 s ft ara a extension On Receipt —
QTY
DESCRIPTION UNIT PRICE LINE TOTAL
Remove and dispose of current section of
1 concrete driveway. 30'x10'
2- Form garage slab with 12"x12"thickened edge
Grade and compact 4-5" of recycled base
3- material under all concrete to be poured. _
Install 3' on center'h" rebar reinforcement grid
4- throughout concrete.
Pour 5" Cemstones engineer recommended X-
5- drive mix design with trowel finish —
6- Sawn control joints no more than 6' on center _
Seal all concrete with prosoco single step sealer.
7-
Install 1 course of 6" cmu around perimeter.
Optional _-
SUBTOTAL $3,900.00
SALES TAX 0
TOTAL $3,900•00
HURRICANE TIES
NEW!The H2.5A is symetrically designed for easy installation,with MATERIAL:See table
higher uplift loads to meet new code requirements.A placemoni mark FINISH:Galvanized;H10-2,H11Z-Z-MAX.Other models available in stainless
allows easy installation on double top plates. steel or Z-MAX;see Corrosion-Resistance,page 5.
NEW!The 115A has an installed cost hanefit,as it only requires 6 nails, INSTALLATION:•Use all specified fasteners.See General Notes.
to meet lower uplift requirements. •H1 can be installed with flanges facing outwards(reverse of drawing .!
The H connector series provides wind and seismic ties for trusses and rafters. number 1).When installed inside a wall,a birdsmouth cut is required.
I - •H2-5,H3,H4,H5 and H6 ties are shipped in equal quantities of
Allowable loads for more than one direction for a single connection cannot rights and lefts.
be added together.A design load which can be divided into components in •Bend the H7 over the top of the truss.Install a minimum of four 8d
the directions given must be evaluated as follows: nails into the truss,including two into the truss side.
Design Shear/Allowable Shear+Design Tension/Allowable Tension<1.0. •Hurricane Ties do not replace solid blocking.
CODES:BOCA,ICBO,SBCCI NER-422,NER-393,NER-432;NER-499;
'K lrhd iy�r City of L.A RR 24818;Dade Co,FL 00-0512.11 (F110);
�, ••` 11V 00-0926.01 (111,H2.5, H3,H4, 145).
k , 6
2 SYr Sr/+• a I• 4W
1 2
' o � e
H1 10 . H2.5 0 �$rt'� 2 40
H2 H4
H2.5A H5
1 •' - U.S.Patent
H$ 4,714,372 U.S.Patent
t�"� 4,714,372
r- _ 11yy
Rai
He
He • , '
• � ,i i ° �
LL`*r• I 1' � � TJ
N_ HID
H5A a, o• —s'-- — - (H10R similar)
U.S.Patent ` �- H9
U.S.Patents
4,714,372 r H7 -4 rn 4 4a0 941-
I:snada Patent
1,193,418
Doep•Fir Lareh/So.Pine Uplift Sprute-Pine-Fir Uplift
Fasteners Uplift Allocable Lads12 Load wt01 Allocable Loads'-2 Load with
Model Go I TO Arg Lebral �� Lateral
No. Batters/ To To Ult OplfR 11r1'dJ1g11) Nall& Uplift (13teral Nails
Plates Studs 1133 a (133 8 •
Truss (1133) (1N) F, F= 160) (133) (160) F, I Iz 150)
H1 18 6-8dx1Yx 4-8d — 1958 490 585 485 165 455 400 400 415 140 370 '
H2 18 5-W — 5-8d 1040 335 335 1 — — 335 230 230 — — 230 ` .� • __
H2.5 18 5-8d 5-8d — 1300 415 415 1150 150 415 365 3651 130 130 365 '
� a
H2.5A 18 5-8d 5-8tl — 1793 600 600 1 80 75 480 390 390 80 75 290 `
H3 18 4-8d 4-8d — 1433 455 455 125 160 415 320 320 105 140 290 r _
H4 20 4-8d 4-8d — 1144 360 360 165 1601 360 235 235 140 135 235 H10-2
H5 18 4-8d 4-8d — 1485 465 465 115 200 455 265 265 100 170 265
r H5A 18 3-8d 3-8tl — 1500 350 1420 115 180 290 245 245 100 120 170
H6 16 — 8-8d 8-8d 3983 915 950 650 — — 785 820 560 — — -
H7 is 4 8d 2 8d 8 Sd 2991 930 985 400 — — 800 845 345 — —
3'
H8 18 5-10dx1y 5-10dx1Y — 2422 620 745 — — — 530 565 — — — •� �I
H9KT 18 4-SDSy4x1y 5-SDSyax1}z — 2812 875 875 660 125 — 755 755 680 125 — • • l
H10 18 8-8dx1y 8-8dxl �— 3135 9 990 585 525 -- 780 850 505 450 — " • •
H10R 18 8 8dx1 8 SdxiJ� — 3135 905 990 585 525 — 780 850 505 450 — •
H10-2 1B 6-10d 6-10d — 2447 7eO 760 455 395 1655 655 390 340
H11Z 18 6-16dx2X 6-16dx2J¢ — 5097 830 1 830 525 L 760 715 715 450 655 H11Z
1.Loads have been Increased 33%and 60%for earthquake or wind loading with no further increase allowed. 4.The H9Kr is sold in 20 piece packs will)screws.
2.Allowable loads are for one anchor.A minimum ratter thickness of 21N must be used when Gaming 5.When cross-grain bending or cross-grain tension cannot be avci
anchors are installed on each side of the Joist and on the same side of the plate. mechanical reinforcement to resist such forces should be consine c
3.Allowable uplift load for stud to bottom plate installation is 400 Ibs(H2 5);390 Ibs(H2.5A); 6.Hurricane Ties are shown installed on the outside of the wall fo:=:�.
360 Ibs(1-14)and 310 Ibs(118). Installation on the inside of the wall is acceptable.For a Con+inm_z-:;w
136 Path,connections must be on same side of the wall.
•
HURRICANE TIES
f� T
o ' I
H2.5 Installation
H1 Installation — (Nails into both top plates) H2.5A Installation
(can eliminate 042 Installation
costly rafter notch
' Fj • ���
I to
H4• 0
C5 Ir.istallation H4 Installation
= 5 similar (Nails iota upper lop plate)
) H5 Installation
H3 Instattatcr see footnote 3,page 136) (Nails into both tap plates)
l{�a rsenmum
OWWW
_ al h+o Bd riah�
__ 11 vn:�dtms
H6 Stud to � a10
jj Band Joist ° 1
1`-`- - _ �► Installation =-
t Fi -sY
it -•� 1n
Cl
I _
H6 Skid � - F't
to Top Two ad rsift
�; _ ••; plate da p aWs.
Installation
•� luk sic
i2 H7Installation
T6
H9 attaching
C � Ha attaching T5 attaching O truss to top plates
14 is tits stud to sill I-joist to double top plates
(4-8d into plate,
5-8d into stud)
U
@ ___ Hurricane Tie Installations to
N achieve Twice the load(Top View)
t
' \ watt TOP PLATE
°I TOP PLATE
M
RM
T6 H1a2 Installation Install diagonally Nailing into both
`.Am -'.v positive angle (HI 1Z similar) across from each sides of a single ply
.c., - WON, _:_Iting t0 rafter. other for minimum 2x truss may cause
:.allows 2x truss. the wood to spkL
"_r_ - _ _:to 27'at 0.73
:=7d one time only. 137
HURRICANE•TIESIraizar - ►
MILUI!Till,CH 6-2 saris s lj8o a presloped P(Ni4 cf%1z,for rlotii)Ic iai,ssos.
The H connector series provides wind and seismic ties for trusses and rafters.
The presloped V12 seat of the H16 provides for a tight fit and reduced deflection. i
The strap length provides for various truss height up to a maximum of 131/;"(H16 series). tto o_1i
1z
Minimum heel height for H16 series is 411.
The HGA10 attaches to gable trusses and provides good lateral wind resistance.
The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 I
to double 2x4 top plates.Double shear nailing allows for higher lateral resistance.
MATERIAL:See table •• 2py"' '
FINISH:Galvanized.Some models available in stainless sleet or Z-MAX;see .•:
Corrosion-Resistance,page 5_
INSTALLATION:•Use all specified fasteners.See General Notes. H15 His
•The HGA10 can be installed into wood.Screws are provided. ` ( (H15-2 Installation
•HS24 requires slant nailing only when bottom chord of truss or I similar)
rafter has no slope. • ' •'
•Hurricane Ties do not replace solid blocking.
CODES:BOCA,ICBO,SBCCI NER-422,NER-393,
NER-432;NER-499;City of LA.RR 24818. '�' •
H16 • HS24
H16
'•' U.S.Pall"its q
1 4
Depending on heft ,;% i H16S • ' andd55.603.5S8
height.strapmay
wrap to bac of Plate. . id'"'� a .•• 5 Y opetd at ';�,
• • 1.193.418 HS24
' / " '• 512 to Pitch
I • Installation
'• ®® is acceptable
01
HGA10
hisiall4-1 NY,116io Install f•10dx91/. '••
iw ido eddc of 2x to incc of 2x 3'
tic F
H16-2 i
t
Depending an
;.I heel height,
scrap may 780 lbs.
H16-2 m wrap to hack/ •.. HGA10
and n m of plate. ' Installation to
H16-2S cy Double Top Plates
� .
Aesloped at �� �- • ••
Pitch of - -_ •
3:12to712 G lG,A10 c
is acceptable
• Install A10[I?;1�/z fo �'
,.'•• inside of 2x Ins9�,ll 6 11Idx1�Fz 4')Hirn Jois? ))
to fans,of lx
2
c
Do°a�� La-Flr rch/So.Ping Sprece-Piae-Fir
Fasteners Uplift Allowable Loads' Allotrable Coatis'
Model r3a Avg Lateral
-
No. To To To Ult Upliftl (133/ItiO) Uplift 33/160) `
Rafters/Truss Plates Studs
(133) (160)1 F, I F2 (133)(160)' ti
HGAID 14 4-SDS/4x11/2 4-SDS1/ax3 — 1523 435 *5 11165 940 375 375 870 815
843dxllh HS24 18 &2-8d slant 8-8d — 2205 6W 605' 6&102e 520 520 555 880
H15 16 4-111dxl1/2 4-10dx11/2 12-10dx1'h 6070 1300 1300 480 — 1120 112 410 —
H15-2 16 4-10dx1112 4-10dx11h 12-1Odx11h 6070 1300 1300 480 — 1120 1120 410 —
H16 ,18 2-10dx11h ,10-10dx1'fi = 14582 1470 1470 — — 1265 1265 — _
H16S 18 2-1Odx1'h 10-10dx11h 4582 1470 1470 — — 1265 1265 —
r� fl'fc-2 f8 2--fo(N'I'/a 'I0-10dx1'i?. 4582 14%0 1,170 — — 1265 126b — —
19 t11G-23 18 2-1OCIX'1'/ 10.10dxV/2 4502 — I — 1265 '1265 — —
1.Loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowed.
2.When cross-grain bending or cross-grain tension cannot be avoided,mechanical reinforcement to resist
such forces should he considered.
3.HS24 allowable loads without slant nailing are 625 Ibs(uplift),590lbs(F1),640 lbs(1`2).
4.For HI G-2S,S=short.
138