HomeMy WebLinkAboutB17-0017 040-290-041UJ S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
�. Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance 'Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages.of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company and (i) buildin owner
SECTION A --PROPERTY INFORMATION
9
FOR INSURANCE`.COMPANY USE
A!. Building Owner's Name.
Policy Number:
Karnmi. Properties, LLC 1_16-180
A2.. B.uilding.StreetAddress (including Apt., Unit; Suite, and/or Bldg. No.).or P.Q. Route and
Box No.
Company NAIC.Number:
9.1.8.2 Stanford Lane
City. State ZIP Code
Durham California 95938 "
A3. Property "D6kription (Lot and Block Numbers, Tax Parcel. Number, Legal Description; etc:)
Butte. County APN: 040-290-041; Parcel.2 per Book 49 of -Parcel Maps at Page 50.
;A4: Building Use (e.g.; Residential,.Non-Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 39'3:8'08..99"N Long. 121°46'55.47"1N Horizontal Datum: E] NAD 1,927 NAD 1983
A6,. Attach at least photographs of the building if the:CertificatOsbeing used to d insurance. C3
AT, Building Diagram Number 8 BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
A8. For a.budding. with a crawlspace or enclosure(s): CODE COMPLIANCE
a) Square footage of crawlspace or enclosure(s) 975 sq ft DATE ��_BY.
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot "above adjacent grade 10
c). Total net area.of flood oPenings in A8.b 1,062 sq in
d) Engineered flood openings? El Yes No
i
I N4. )(a]
A9. For a building with an attached garage: iti{f'i. `.fFl i �� !! t=��iI i -, ;' t?- , ; ! 0a1
i
a) Square footage of attached garage sq ft
b) Number of permanent flood openings in the. attached garage within 1.0 foot above adjacent grade
c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑ Yes ❑ No
SECTION B _ FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1:. NFIP Community Name & Community Number
B2. County Name
63. State
Buffe County / 060017
Butte County
California
B4: Map/Panel
Number
B5. Suffix
86. FIRM Index
Date
B7. FIRM Panel
138,.Flood Zone(s)
B9. B"ase Flood Elevation(§)
Effective!
(Zone A0, use Base
Revised Date
Flood Depth).
060070 / 0520
E
01/06/2011
01/06/2011
AE
156
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile Z.FIRM ❑ Community Determined ❑ Other/Source:
1311. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 NAVD. 1988 ❑ Other/Source:
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected.Area (OPA)? [].Yes No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date• Nove b 30 20
IM;PORTANT:.In tFiese,spaces,.eopy the corresponding information from Section A.
mer 18
FOR INSURANCE COMPANY USE
Bulldmg;Sfreet Address (including Apt., Unit, Suite,and/or Bldg. No.).or P.O. Route and Box No.
Policy Number:
9182 Stanford Lane
.City State ZIP Code
Durham California
Company NAIC Number
95938
SECTION .0 — BUILDING ELEVATION INFORMATION (:SURVEY REQUIRED)
Cl.. Building elevations, are based on: Construction Drawings` Building Under Construction* Finished Construction
"A new Elevation Certificate will be required when construction of:the building, is complete.
C2. Elevations _ Zones.A1—A30, AE, AH,, A.(with BFE), VE, V1 -V30; V (.with BEE), AR, AR/A, AR/AE; AR/A1=A30, AR/AH;,AR/AO.
Complete Items C2.a—h below according to the building diagram in Item A7. In Puerto
specified
Rico only, enter meters.
Benchmark.Utilized: DL9156 Vertical Datum:.NAVD88
Indicate elevation datum used for the elevations in items a) through h) below.
NGVD 1929 Z NAVD 1988 Other/Source:
Datum .used for building elevations must be the same as that used for the BFE..
Check the measurement used.
a) 'Top of bottom floor (including basement, crawlspace, or enclosure floor).154. 0
feet meters
b) Top of the next higher floor 157 S
®feet meters
c:) .Bottom of the lowest horizontalstructural member (V Zones:only). N/.A
E] feet Ej meters,
d') Attached garage ,(top of slab) N/Afeet
0 meters
Q) Lowest elevation of machinery or equipment servicing the building 157 5
,.(Describe type of.equipment.and location in Comments)
feet meters
f) .Lowest adjacent (finished) grade next to building (LAG) 153. 5
feet meters
g) Highest adjacent (finished):grade next to building (HAG) 153. 9
JZ feet meters .
h) Lowest adjacent grade at lo.West elevation of.deck or stairs, including 153.9
structural support
feet meters
SECTION D = SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION.
This .certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information on this Certificate represents.my best to interpret 'false
efforts the data available.
statement may be punishable.by fine'or imprisonment under 18 U.S.: Code, Section .1001. .
I understand that any
Were latitude and longitude in Section A provided by a.l•icensed land. surveyor? X Yes El No
❑ Check here if attachments.
Certifie'r's NameLicense Number
Gerald W: White LS3653
..... ._............._.._
i 9
Title
Professional'Land
1
/�C Q !V.
Surveyor
,
Company Name
California Engineering .Company, Inc., Landon Division
Address
9070 Voest Wood Stresf, Suite D
s� z^cam
City State ZIP Code���
.Willows. California 95988
EJF w_'1,
Signature Date Telephone
12/16/2016
(530) 934-7055
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agen0corripany, and, (3)' kiu'ilding owner.
Comments (including type of equipment and location, per C2(e), if applicable)
EIVIA r. orm 086-0-153(ii15) Replaces all previous editions. Form Page 2 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
G..
'
IMPORTANT In fhese.spaces, copy the corresponding information from Section.A..
^1+vpiG.I.vV V CI I IUCI .Ju'. Lu10
Building StreetAddress (including Apt., Unit, Suite, and/or Bldg No. or P.O: Route and Box No.
FOR. .INSURANCE COMPANY USE
Policy Number:
9182 Stanford Lane
City State ZIP'Code
Durham California
Company NAIC Number
95938
SECTION E.= BUILDING ELEVATION INFORMATION. (SURVEY NOT REQUIRED)
FOR'ZONE AO.'AND ZONE,.A (WITHOU.T'BFE)
For Zones. AO and A (without B'FE), complete Items E1—E5. If.the :Certificate, is:intended to supporta LOMA or LOMR-F request,
complete Sections:. A, B;and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1.. Provide elevationinformation for the following and check the appropriate. boxes to show .whether the elevation is above or below
the.highest:adjacent grade (HAG)'.and;the lowest adjacent grade.(LAG).
P) Top of bottom floor.(including,basement,
crawlspace or'enclosure:) is N/A ❑ feet ❑ meters ❑above or ❑ below the 'HAG-.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is N/A ❑ feet. ❑ meters ❑ above or- ❑ below the LAG.
E2. For. Building Diagrams:6-9 with, permanent flood openings provided in:Section'A Items 8 and/or 9.(see pages 1-2 of Iristructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is N/A ❑ feet. ❑ meters ❑ above or ❑ below the HAG.
E-3. ;Attached garage (top:of slab) is N/A ❑ feet ❑ meters above or ❑ below the HAG
E4. Top:of platform of Machinery,and/or equipment
servicingahe'building is N/A ❑feet ❑meters ❑.above or ❑ below'the HAG.
E5 'Zone AO only.: If no flood depth number is available, is the top;ofthe bottom floor elevated in accordance with the community's'
floodplain management.ordinance? ❑ Yes ❑ No ❑ Unknown. The local
official must certify this information in Section,G.
SECTION F—PROPERTY:OWNER (OR OWNER'S'REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Secfions'A, B, and E for Zone A (withouta FEMA -issued or
community -issued BFE) or Zone AO -must -sign here. The statements in Sections
A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
N/A
:Address City. State ZIP Code'
Signature Date Telephone
Comments
❑ Check here if attachments.
Llvlr.% rulIn y0U7V-,),3 ti'/.1o/ Replacesall previous editions. Form Page 3 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
v
IMPORTANT: In these spaces, copy the corresponding information from Section A.
:stree4'Address(
FOR INSURANCE COMFIANY USE
Building including Apt., Unit, Suite, and/or Bldg. No.) -or P.O. Route and Box No.
Policy Number:
9:1;82 Stanford Lane
City` State ZIP Code
Durham California
Company NAIC Number
95938,
SECTION G — COMMUNITY INFORMATION (OPTIONAL).
The local
cal offi- tial who is authorized by law or ordinance'to administer the community's floodplain management ordinance can complete
Sections 8, C (,Or E), and G of this Elevation.Certificate. Complete', the
'A,
applicable item(s) -and sign below. Check the measurement
used. in Items G8—G10. In Puert6 Rico only, enter meters.
G1. ❑ The, information in Section C was taken -from other documentation that has, been signed and sealed bylicensed surveyor,
.a
engineer; or architect who is authorized by law:to.cbrtify,oZIe.vation-infor'mation. (Indicate the source and -elevation
data in,the Comments area' below.) date of'the.
G2.m
.A,c6rn unity official ial corrfplet6d Section. E fora building located in Zone A (without:a FEMA -issued
orZone'AO. orcommunity-issued BFE)
G3. ❑ The ifollow'i.ng information (items G4—G10) is provided. for community floodplain, managementpurposes'.'
Q4. Permit Number
G5. Date Permit Issued
Certificate:f.
G6. Date o
Compliance/Occup'ancy;Issued
'G7. This .permit has been issued for: ❑ New Construction ❑ Sbbstantial-lmprovement
.G8. Elevgti6n1of as -built lowest floor (including -basement)
of th d
q : building; ❑ feet ❑ -meters Datum
G9.: BF.E of (in Zone AQ) depth of flooding at the building site: ❑ feet ❑ meters Datum
'610. Community's design flood elevation: feet E-] meters Datum
Local -Official's Name Title
'Community. Name Telephone
Signature Date
Comments. (including type of equiprhbht'and location, per C2(e), -if applicable)'
n Check here if attachments.
F-1VI/A r0F m you-U-6,3'(fil b) Replaces all previOLIS.editions.
Form Page 4 of 6
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DEPARTMENT OF BUILDING AND SAFETY
TYPICAL UNCOVERED LANDING DETAIL:
A covered landing requires a permit. Minimum size: 3'x3'/Maximum size: 4'x4'
An uncovered landing larger than 4'x4' and more than 30 inches above grade requires a permit. All uncovered
framing lumber and decking exposed to weather is required to be naturally durable or pressure treated wood.
Decking may be redwood, pressure treated or composite material. .
*LANDINGS ARE REQUIRED AT ALL MOBILE HOME EXITS
4"
max
42" min
PT r
4x4with
PC44 or equal .
3/8" x 4" PT
lag screw
4 or more riser's: handrail required
34." to 38" off nose of
tread ... � BUTTE �✓�i�V�� `"�
BUILDINGDIVIS-1 N
6 inch APPRO I:u
2x decking- redwood, pressure created or composite
Rise/run cannot vary more than 3/8" from
landing to grade
2x12
7 3/4" max. rise
run
— o I �� PT pressure treated / redwood plate
f-- PB 44 ore ual J
12" square by 12" * -
deep footings I concrete footing (may be level with grade) Level pad of
concrete or pavers
min. 1x4 cross bracing required ---2 directions: see below. width of steps X
36" min. run
Permanent foundation mobile home landings require footings as detailed above.
Redwood, Pressure Treated or Manufactured
2 x decking
Acceptable handrail shapes
Must extend from top riser to bottom
2 6 riser
x
1 ''/A.to 2"
?ssace
pressure treated not acceptable
2x6
other shapes may be acceptable
Soft Set mobile home landings do not require footings and must use pressure treated wood or redwood.
NOTE: 7 % " maximum step down to landing, provided, door does nowing out over landing. /f door swims out maximum
step down to landing is I" 'A YYti 1 Q D tr i� S -RTU
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X,® ®ate .&ZDew
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for Ground : to
410,
t�/end :oft l,:
15 Wan; Load'
.y Tim mown n ee art BUTTE COUNTY
BUILDING DIVIOCNI .
APPROVE
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GJ�p' f q
Z.0.0U-6d system;
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gihe
6A9, meet
evenly as possible, when 4 system's.are i
er,iwfrom .'.each Mdofithe.,bb,.
1=poSntgf the home Components ,,ofahe
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ept 99,.5 fior
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pler:
facturers
f NO";_
,tapji- 4 rin page jn resist TIATnTinn
CLoads:'
4npl �.Q.,.pfovi elesis a co.- p MI ry, f6dqdake
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Additional
Requirements for Goncrete�System, s.
Poured concrete rihuhl, at.2
`is-qu,a-,r,�e'concrete ;pads i,.. --.m- ir.-Jimumis wide : Round concreted-minimp -4s:wide,
i m"Ums
ong
*eP-..:--Stdojo6tIno9- iMh 8": W"d6 b .1 4' deep; -
Full:. m
Page ,:Zbf8
ENGINE
Ifighillatidn. of. M Ground Systems
Iden be -Use, onIhe�'h
tify. number systemstta d the; chart' provided.:
I
Identify .y dda.61: t %.:0ti0h.— Mire. tk'sy§te will Instal ed..
I.I
Clear all
c IeAr.'all o(q4niQ: matter And debris is. i the pad � site.
je
4. Plate
U bo.it.s through holes. in pan provided.
5. PlaGe,paO'contered und gr' beam with the lat6taUstru
t bracket tbward&,the inside of the home.
Press or drive pan .]nto,.,ground-:6rfilevel. and flush with pr
dredsurfAce,.
7. Build Oj,&Accor iiJo.State, Local o Manufacturers gutdetines:(F,gure 1.)
8. AtUch smaller tube to the inside of pwU8ino,U=
bdlt&ftft provided
Attach the flagend tfthe larger tube to
thPo9itel'beam
-Opp 'using the "J" b'o'lt* over the top of 4116 a=beam.
!
with the .-nu. -,Vas erprovidedi (Figure
10 install a Iin.imuM.of
four (#12 x,l,'-tokscrb.*Ws).:s61f-tapping ,:screws -irrtglhe,hol*es,:p 'Ad d"
rQvi. e in the laterAlsttut,,so.
at. connd-Id...
'00the, e t her. -
e qget (Figure i):
!=3/4" Tubie
,#12-i' V_ -I
U-.Obli &,mountihg
t
Fig
5rqljcke�t
AMM
W
fflae. �nd)
11 Install frame bracket camps,to-l'b" ".�n�
eam. in:-
ts at this time.:
itd'ifia .'t t,-,ta;Ur,bqI` t -i - n pail
112. Attach 104gu
'-' I 'I"u
s
.' - - -
using;
nuts OMMded_
13 insert strut=in ;the frame .bracket '66
c Oclamo attach
:nut :and .-bolt --:.''Do not -Ii tighten ime,-,
4. 61q"Ini!P,W`fth the .-4 §f6rie&
s#rut outward bzremove tany sack-,
15 A6ken! All nuts and.bofts 66`the `.Wff 9 And;
clamps."
&21-6..
Ground Parts Betail
Xi2 Gr P#d'
.a
d: Lateral
PaIrt" UMIler. 59306-
IhOudosi; '5.' Strut;.. pad & hardware kit
(#59024=4 ihOludet°AII nuts And bolts ).'
Ungii.hidifial. Har, Are Kit,
Part Number 59331
'g, -PP a o
Includes 21 beam br
ackets4
2- U:.bdlts,:vvith al,Vnufs:4nd bQlts.
0 o
n
LaUthl,41fid; Ld git A
Part :Number S'9'3'33 oro" ' d Longitudinal.
oneitUd
Includes 5' Strut,. Pad;:Lnngitudrnal Strut-', Hardware Kitt`#59331. ° °� '
4ai'i 6h -6nPu"dihAW&dvVAte
�!i
Kituurth all.;ut�.'
A andb'd Its.
s riu
t Systems
Part Sfrut- Pier Height`
Upj&z
45933
59330 44 444:.Blocks .:Or 32"
5.9330765 65" '6..BIdck§;?'or,48"
Latera! & LongJudlnat
n ..USe* CombinaVan
59352 a Double, Bean Longitud';':
Mal Bracket
293,293"TOu.ke b'' Beam
%Oral Grodhd, kit
C 130o 5
rn racket'Kitz
F6t,,
Beams use.
59618 G -136A m; Bracket Kit
laceiY Or ce,
X, 2
Stabi i ,,a. iowpior,p
O'k, fou _0 on
WRY, e-1
A
-4th
�4th
Single SectEon°:Horne: Dq6le Section HOMe. Triple-SOc-tion, Home,
0"=80' 0 -621 2 �-S
.4 A2, '62'
4 MASyst&fts
Systems 63'-.80' 4XiZSote'M7S'� 4$"
.MS: 63! -'8Q"
*2 M2 be placed at ei&r�qrdoftNhome.
P
Offset Placement
Attach -the end of
enc
am w -t—
nminimum I �
a'I
. . . . . .
providedm tlie.late
nstiii frame fai
9: Insert strut iii an
to A' wrack
,.P,ulaAhe4 nfe
11 Tighten all :nuts;
ar 16sh
On _h tighten Wh Wbdw6ctfor bolt' secb`ngbracket
'
on,jh 6. pad; uihj 140
qrad6, w..
ro the: opposite 1 beam 'the., of he
d (Figure 1 next page)
u' 'Rg: )0v
screws} self tapping screws
S1
top
into ;,the 7holes
two tulles ed:together'
),e-an.W.,the,� Mside,of
'.''
nd &AchlwitWnut ,�bbltAttac :opp:
' 'i
. .....
o, remove;ar�y slack:
double and'
Totaldetermined
by"th"ff'. le:i�Wdf.,6n if:blus.
offset:,
. The
..,,number of systems
I I
J
1.
'o d- d e . ,Would be;based!
the%bottom: of page 4
-'-,ftt9JI:6ti6_ tzbf*.,%2
SY'Sfi
1:: Identify the 0b
1-0-:01 systems tote u -sed on,
the hgme using the r(provided
2: Identify thO-*,16caiion`vvh'erethe. syAems:
wtll be -a' d"
k r _r., 1� glo:�tijatej L ocd[or
'
,Ho
_q_rs.gp!6.
eep oes"Kh" concrete
Attach 'd
.bracket....... using 3/8"x,
w6dge,anc ors-proVi
.3 1/2",2""" - ;64.:Pl)�ce
r.o h
wastfle e.,enoug ;room
OF"
threads s -
hammer, tap the wedge. h -6,16
Attach -the end of
enc
am w -t—
nminimum I �
a'I
. . . . . .
providedm tlie.late
nstiii frame fai
9: Insert strut iii an
to A' wrack
,.P,ulaAhe4 nfe
11 Tighten all :nuts;
ar 16sh
On _h tighten Wh Wbdw6ctfor bolt' secb`ngbracket
'
on,jh 6. pad; uihj 140
qrad6, w..
ro the: opposite 1 beam 'the., of he
d (Figure 1 next page)
u' 'Rg: )0v
screws} self tapping screws
S1
top
into ;,the 7holes
two tulles ed:together'
),e-an.W.,the,� Mside,of
'.''
nd &AchlwitWnut ,�bbltAttac :opp:
' 'i
. .....
o, remove;ar�y slack:
W
Xi2 Lateral Concrete Parts Detail
Part #59307
Includes: T Strut, Bracket, & Hardware Kit #59315-1
with all nuts and bolt.
Longitudinal Struts for
"concrete Systems" , J
Part No. Length Pier Height
45901121 4411 up to 4 Blocks
#59015 65" do. to 6'Blocks
Longitudinil-Mardware Kit
Part. #59.263
(Inclu'de§ 2sets per kit: 1-bearn bracket, nuts,
bolts and Washers)
'Lateral and.Longiitud'Oal Combination
Part -#59332
lncludes::5'. -Strut, Longitudinal Strut (#-59364),
Lateral and Longitudinal Hardware
Kit with all nuts and bolts.
For Double I beam Attachment use:
59352. Double Beam Longitudinal Bracket
50320-4 Double Beam Lateral Concrete kit
0
Longitudinal
Nut & Waoher
Figure . 1 Beam Clamp
Bracket
J -5011t
I Lateral
Longitudinal
Xii2 Installation Placement
v
X2 Concrete
Oy5tekn
gK
Con&eteLoh9'itudInal:
Hardware
Kit -
e
nd of HOM
�,age .o 8
v a ;cv-v vinanova mrive *w e Atlanta., aA 30336 �t/F
Wn.COM (4041344.0000 Fax (404) 349-0401 D0 iIIV
ENGINEERING
�l1A :Flo®d Zonis Af AE & AH
Anchpr placement ta; be the same<on>single
or mulfiplese'cttons; Evenly.•spacod'from hio
6ndIO' f unrt,. t Ween Xi2 placements:
When using concrete anchors in Lieu. of ground auger anchors, the Mass of Concrete
Perk nchor from chart would 6e 27.1 Cu:, Ft.
(Example 3'x' 3'w)(2.5" = 22 5Cu.. Ft:, 2' dia. x 3.5'= 22' _Cu. `Ft:)
To Reduce ttie Mass of Concrete;:increase the:number of tie >downsproportionally;
Ta Reduce concrete to 11 cu. #t (Example 2:25':x-
dotiti'le the:re'quired number.'of tie: downs::
Concrete Anchors x ��
Concrete must be 2b0U PSI mmtmurri slab)with a 4" rrimtmum thickness and must f.
i
allotiv4725 lbs ,of veitical tension on.anchor `WlthoUt lifting Minimum distance -�
from the anchor stiaf t to'one edge�of the slabas 4" from one edge and 6'Sfrom:any a
othe'..r edge MIJ2 anchor is designed'to be,installetl into the,concr t " ,
e e. at the time it
is being poared Slab must be 8" minimum thtcknessat location under anchor to
allovu 5r' embedtment of rod anchor MICS2 anchor is designed to be installed,
indry concrete Drt{I a 5/8" x'3" hole;in the slab place,expansion bolt in hole, place;
washerand nuc Duel. bolt and tighten.until maximum expansion is achieved
Remove nut -and washer and;place anchor head aver expos6d bo{tantl place '
washer and nut back on threaded.bo,lt and fihten. nut.
fargiund Anchors ' "J" Anchor; , MICS,2
All Frame tie ground anchors mustbe stabi6ied to;prevent hori htalslicin. g. '
through #tie soil _ - •
1Position anchor at a slight back angle so that uuhen Fully installed anchor
will be inside skirting wall
�2 For vertical or stabilized (Deepset) anc�iors, fully drive anchor into the `- ;
' ,ground' Horizontal (Frame Tie) anchors instal! 2/3 of way m ground and
install stabilizer plate vertically within 3" 4" of;the shaft, parallel to home
3:., Drive'anchor full into grOuhd until heatl rests'on plate 'and attach strap
r, t
Pretension strapto pull anchor againstplate, With_head shghtly;over top`..
�..
Frame Tie,uvvd6a! f�nckte r ��`��
'y Installstrap by pushing the entlbetween the inside 'of 'The frame'• '
«I,7 beam rand,floor t:
`2 Position the buckl% at the upper end othe;`l"beam frame Wrap the end of
the strap around the f`I" beam Thread the,end of the strap through the slott .
in the -.buckle as shovun Rd ft the end'i f the strap m` tietweenahe "I"beam t
and floor - S#abthzer; Deepset
3 Pull the scrap, making,certain the buckle stays`in posit'on Thread loose'` Plate' Anchor.
end ofi strap through the slotted tensioning bolt attached to the tension
head ofianchor Tighten slotted bol# a°minimum of 4.5:tums=until all slack;: - - '- - - " .
in strap is removed
-7 le ;
Page l`a 4.-
D07 li
;."
-U
C. 10556
Tek Screw
::Ld
Soil. Clas.sification.. chart
uf,',,.
"Push N'V2i
R qcqrome,n d
Class"
a
Model #:STK#1
.10640 P,
�U
Descriptio
Sedimentary andFoliated Rock'
M12255/8
-Og'
593291" la
30"X,54'rod/ 4" helix
-59272 1, ',,;.B'
M223314.
,59095.80fIx
3/4".r ''12 4": helix
.71 C&
�P926
5.,2772-,; 1
59202,
.0d
Stabilizer
Sandy Gravel v
or Gravel
(GWand Gl?
M.121-1518
5 9.080,
481- x, helix
-5/8"rodl 1 .4
.10640', R4
M12H3/4
.5.9085.
4.8'!--x,3/4!!I.rod 1:
Q:
e
0 Otet
�59091 -
36"' 4" helix With.stabilizer'eo-.
50292:
Stabilizer
4'.. .14Y
y,,S4ffd;'C -0*0; ,
Silty ,
M! 2H5 8
,late.
0 6" helix;
MIN3/4
59.4
A8Px---3/4",rddI 1�1_ 6.11 'helix
Deepsefi
59092
3fi" .xrod 4" &A 6,.he . lix,With,
M*
MOW
- 41,:rodT 2 x
:
MI42
5.
.91M.
:42; -1:4 3/4" ibij 1`21411�`Wik
92
zer
Hrgh.(of a,§§I'nch_[QrS::ca.n.bezmd W ower-P 1�OssoilsEx9m,p
h o-rs._QaR:heused in tla,s's:As6ils
The required flotation oWhjh,the able areadritron to any pr,anch"ors or qvvn,devices Te-
d th
-o%maruAA"tU(OnK'S
. reqqirerf6h
et 5e:2 6f 6
-U
C. 10556
Tek Screw
::Ld
10640
uf,',,.
"Push N'V2i
1 12107
Flat ..a$ er,-192"�S&
.10640 P,
�U
19519i
1kek.-Nift
41
59272=2` "Bb
::Ld
2
1Q801,
2_0
.-a
:.,84533Z', U'd
.10640 P,
�U
4
4-16.51 J16'.
459329.Har"Iar',e,
593291" la
1Q530
-59272 1, ',,;.B'
2
59272-2 96�
-4
.71 C&
�P926
5.,2772-,; 1
'-BE
'
1
10. Aii': Lai
t
'4533Z
1Q926
.10640', R4
No
040493VO;
Mat...' a -,f
dl 7314 zinc..
It:I72 t2'kz.*1I4/4f-ulI:Thre:ad
13 grade 5
0t' -874
tzih'c
3 lateral j
and .Lb- � Rum' id , n
inal P*WA
p Base:
p Top Flange
MR thread.
It 1'!2 121.2412',Grq e;5 zinc:
13 x 2 63 x.219 &1-3l4 line
J.
9'16f3-184`3,5' 0
�P, ._Asp
0 Top
Full
re ne.
,.-zinc.
Page 8 of 8'
y
81349-6461-4FDOWNAM
592,72 2 Bi
.09-26.,'
12
1:0646Y
_lAi
77�7-77"777.7.
#59364,H6fd%Wan
59264,L
2:
1Q530
W
159315,
1'-11La
5.,2772-,; 1
'-BE
'
2
592'71,2.
,bi
1Q926
Cr
Q:
10646Y
ail
9'16f3-184`3,5' 0
�P, ._Asp
0 Top
Full
re ne.
,.-zinc.
Page 8 of 8'
y
81349-6461-4FDOWNAM
t
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