HomeMy WebLinkAbout2005 - 10x16 Shed TOWN OF MONTVILLE
Building Department
310 NORWICH-NEW LONDON TURNPIKE
UNCASVILLE, CT 06382-2599
TEL. (860) 848-3030 X382 FAX. (860) 848-7231
BUILDING PERMIT
Permit Number: B2005-0559 Date: 23-Sep-05 Map/Lot: 028/005-074 Owner ID: 5370000
Project Location: 30 PARTRIDGE HOLLOW Unit:
Job Description: Shed 10'x 16'
Owner Name: Christopher and Jean Sullivan Tenant Name: N/A
Careof:
30 Partridge Hollow
Oakdale CT 06370- Telephone:
Contractor Name: Property Owner Telephone: (860)848-9733
DBA: Lic/Reg Type:
Lic/Reg No: 0
Exp Date:
Construction Value Permit Fees Construction Information
Building Value: $4,200.00 Building Fee: $40.00 Use Group: R-4
Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code
Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment
Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B
Total Value: $4,200.00 Penalty Fee: $0.00 Permit Code: R9
C of 0 Fee: $10.00 Comments:
Plan Review Fee: $4.00
State Ed Fee: $0.67
Total Fee: $54.67
It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance:
Field set of approved construction documents shall be available onsite during all inspections.
BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL, ELECTRICAL PERMIT INSPECTIONS
❑ Footing - Prior to pouring concrete ❑ R Plumbing and leak test
❑ Deck Piers ❑ R Electrical
❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed
❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding
❑ Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0
❑ Framing ❑ R HVAC
❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test
❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION
❑ Insulation El Certificate of Approval
Certificate of Occupancy
Building Official's Approval:.
• Town of Montville
•
Building Department
310 Norwich-New London Tpke.
Tel. 848-3030,Ext 382 Uncasville,CT 06382 Fax. 848-7231
Residential Building Permit Application Form
Permit# .A9e3 b ✓ J-
New Construction []Addition ❑Alteration ❑Accessory Structure
Single'Family [] 'Two-cFami(y [] 'Townhouse
Job Address 3 0 pQ} -I'l C _e h6 �� O�••-
(Number) (Street) (Unit)
Job Description / 0 >( /C ' S he ci
chi-is-bphPY - S41 hwug //
Owner 5 eq h L_ S L///1 vet Mailing Address 3 0 pc/J-74 / +�pQ ,46 /AL.-
City OR kca (-a State C -f- zip 063 70 Tel 8Col 8Lf8/ ? 733
Contractor Mailing Address
City State Zip Tel
Contractor's License/Registration Type&Number Exp.Date
I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the
State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee
and that I am authorized to make application for a permit for such work as described above.
Separate applications are required for electrical,plumbing,mechanical, etc.
Owner/Agent Signature !r Date ' / 9 / O.S
Construction Value Fee
Building $ $ 6 50 . OD
Plumbing $ $
Mechanical $ $
Electrical $ $ —
Work commencing before the issuance of a permit $
Certificate of Occupancy $ —
Plan Review $
State Education $
Total $ $
(See averse side for additional requirements)
wisedFe6nrary 25 2005
Town of Montville
Building Department
310 Norwich-New London Tpke.
Uncasville, CT 06382
Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231
CONSTRUCTION PERMIT APPROVAL
3 0 /QQL�"'� l �p -Qp 1/b L—
v Property Address
/d X- / C SC
Job Description
The applicant is responsible for obtaining all of the required approvals checked off on this form. No
building permit will be issued until all of the required signatures have been obtained.
Required Department Permit Issuance Approval
Approval
Tax Collector 0 o Nv .i
Signature: to
tg WPCA ` " )9k
Signal, -el date
Planning &Zoning '1
-_. (2o S- ► Signature/date
❑ Health Department
Signature/date
❑ Department of Public Works
—— Siltttratui e/Mate
❑ State Dept. of Transportation
Signature/date
❑ Fire Marshal
Signature/ date
Comments/Conditions:
r?fviretseptem6er9,2004
54.09' 156.33 e,6°' 98.66'
462..
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468 - i I _ - _1- __ __ _-m -�
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� _' SHED OR POOL AREA _ A
- c, (5-‘
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-472-- -_.- - .__. -- - LOT 74
38,362 sq.ft. J �o O� P"(
- \ .I
�b 0.881 acres �� .
17 -1I
ao
- 474---. _ .-- - NI
LOT 73
LOT 75 SF L�
I 10' X I I \D ' \ 1;
,`°1 ,
\ 48.0`
PROPOSED HOUSE ,,, I 472
I
I N FF m478.0' O
Io GAR. 476.0 -
nrRi i• o PORCH
. 1
I %I 4,
40 FEET 0 20 40 co
_ __ .- - 474
55_56' _ 393.09'
SCALE: 1"=40'
48 00' L=64.44' -- N06'58'47"W 448.65 '(TOTAL)
0=12'53'04" PARTRIDGE - HOLLOW
R=500.00' Nib`
T=56.46' ---
L=112.44' -
- - - - _ -
LEGEND ——
-- PROPERTY/STREET LINE
— YARD/SETBACK LINE
. - --432 EXISTING CONTOUR
-- 32) PROPOSED CONTOUR DATA ACCUMULATION PLAN
SF SILT FENCE PLOT PLAN
LOT 74 ROBIN HILL ESTATES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #30 PARTRIDGE HOLLOW
IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT
,/ /1� E: 1 "=40' DATE: MAR. 08, 2000
_____ _ ` ��� BY: BENNETT & SMILAS ENGINEERING, INC.
ICHAEL J. BENNE R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT
ZONING PERMIT
IT IS THE OWNS,'. +/AZE TS RESPO44I1LITY TO FURNISH ME FOLLOWING INFORMATION:
PROPERTY LOCATION 30 I /! 0 MAP ' LOT S - -144-
PROPERTY OWNER - S L. h-')- 1). + lean L S' / /1 L141'` PHONE# 8 L?3 - 9 7 3 3
CONTRACTOR PHONE#
CONTACT ADDRESS
ZONE (Z%AO LOT AREA .4'P STRUCTURE AREA HEIGHT
NATURE OF REQUEST/PROPOSED USE / 0 X 1 6 ' S 7 2(�
PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST F'=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA,AND
LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER
SUPPLY, PARKING FACILITIES, AND ADJACENT STREETS; DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES AND
WETLANDS. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED
ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMIVIISSION OR ITS
APPOINTED AGENTS.
Office use only
YES N/A
El
SITE PLAN
frj
WETLANDS PERMIT
HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY E
HAS BOND BEEN FILED
FEE $ /C CASH/CHECK#
ZONING PERMIT NUMBER ,3c_S - I`V`1 OR nNIA EXPIRATION DATE CTI/G/C.)
THE OWNER/AGENT IS RESPONSIBLE FOR AND AGREES TO:
1. FURNISH ALL NECESSARY INFORMATION AND DOCUMENTATION TO PROCESS APPLICATION.
2. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS.
3. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS.
4. CONTACT THE ZONING OFFICER (848-8549 x-379) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS AND UPON
COMPLETION OF PROJECT TO ALLOW ZONING OFFICER TO INSPECT LOCATION.
5. AN E&S BOND MAY BE REQUIRED PRIOR TO COMPLIANCE SIGN OFF AND HELD UNTIL ONE YEAR FROM THIS DATE
I HEREBY CERTIFY THAT THE INFORMATION PROVIDED IS TRUE AND CORRECT AND FURTHER ATTEST THAT THE PROPOSED WORK IS
AUTHORIZED BY THE OWNER IN FEE AND THAT I AM AUTHORIZED TO MAKE APPLICATION FOR A PERMIT FOR SUCH DESCRIBED WORK
62— •
CWNER/AGENTS SIGNATURE / C - _=/� DATE: $ -
?eta l
.-ccDATE DATE
COMMISSION AGENT CERTIFICATE OF COMPLIANCE(COC)
THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS
THE SIGNED CERTIFICATE OF COMPLIANCE IS NEEDED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED BY THE BUILDING INSPECTOR
REV05/24/2005
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FOOTING DRAIN ' -
Z • OUTLET 466.6' - w _/p �%% as c k cw- Q✓
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- A��
_`}- SHED OR POOL AREA I i,,
' � ` I
472._-_ - A. ...-. ._ LOT 74
38,362 sq.ft. I J �o�y-t 0-Fpeo�
Co 0.881 acres ��
•
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474-- Ic i
LOT 75 1 I 0 SF
L--. I I LOT 73
II
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IDECK AND STEPS J`. I;
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\
48.0` I
I PROPOSED HOUSE ,,, I 472
1 fcl FF = 478.0' o
I o GAR- = 476.0' -
26.0' U1
PAR Nor,�P-u , ,' o PORCH tt
. 1
1 I
-P. % \
40 FEET 0 20 40 co
474
55_56' _ 393.09'
SCALE: 1"=40' 48.00' L=64.44 - - N06'58'47"W 448.65 '(TOTAL)
,
0=12'53'04" PARTRIDGE , HOLLOW
R=500.00' JON.
T=56.46'
L=112.44' -_ --
LEGEND ----
- PROPERTY/STREET LINE
— — — YARD/SETBACK LINE
432----- EXISTING CONTOUR
ate PROPOSED CONTOUR DATA ACCUMULATION PLAN
SF SILT FENCE PLOT PLAN
LOT 74 ROBIN HILL ESTATES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #30 PARTRIDGE HOLLOW
IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT
.,/ X
_ _ a E: 1 "=40' DATE: MAR. 08, 2000
BY: BENNETT ,Sc SMILAS ENGINEERING, INC.
ICHAEL J. BENNE R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT
Permit Fee Calculation Spreadsheet
MISCELLANEOUS PERMIT CALCULATION
Address: 30 Partridge Hollow
Pools & Spas
Above Ground Round EA $ 3,200.00 $
Above Ground Oval EA $ 6,000.00 $ -
Inflatable Pools EA $ 1,000.00 $ -
In-Ground EA $ 20,700.00 $ -
Heater EA $ 3,465.00 $
Hot Tub EA $ 5,250.00 $ -
Roofing
Strip & Reroof SQ $ 350.00 $
Overlay SQ $ 250.00 $ -
Plywood SQ $ 125.00 $
Plumbing
Full Bath EA $ 5,000.00 $ -
Half Bath EA $ 3,500.00 $
Garages
Attached, 1 car EA $ 10,775.00 $ -
Attached, 2 car EA $ 18,600.00 $
Attached, 3 car EA $ 25,810.00 $ -
Detached, 1 car EA $ 13,850.00 $ -
Detached, 2 car EA $ 21,100.00 $ -
Detached, 3 car EA $ 28,350.00 $ -
Sheds 160 SF $ 26.25 $ 4,200.00
Sheds with Electrical SF $ 26.25 $ -
Electrical Service
100 Amp EA $ 825.00 $ -
200 Amp EA $ 1,500.00 $ -
Siding SQ $ 600.00 $ -
Windows EA $ 445.00 $ -
Doors EA $ 625.00 $ -
Decks/Porches/Sunrooms
Open SF $ 22.31 $ -
Covered SF $ 62.69 $ -
Enclosed SF $ 123.90 $ -
TOTAL BUILDING CONSTRUCTION COST $ 4,200.00
PERMIT FEE CALCULATIONS
Fee
Building $ 4,200 $ 40.00
Plumbing $ - $ -
Mechanical $ - $ -
Electrical S - $ -
n Work Commenced before permit issuance $ -
CO Fee $ 10.00
Plan Review $ 4.00
State Ed Fee $ 4,200 0.67
Total Fees $ 54.67
Based on 2003 RS Means Residential Cost Data
9/22/2005
It
9/15/2005 14:01 CLA ENGINEERS, INC. - 860 267 1018 NO.648 D03
ft till:::Fiirk=ti,
C.
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1 0 FOOT
-:"..t1„:,;;.-il..7-1,654/1-01-, -47 TM CAPE MODEL
"E3 ul1r To 1..a rt/S lJfuffrnN,. . S9DEWA Lt.,, ELEVATION,
•
•I.r• v��r..r..ItiM1++-.Y w.w.Y ,
�.�. , _". 2 x 4 Trusses
I (16"on center)
..._,...J
,...,,..._._ .____,:....i,.„„„„..„...,.... .____Lizz— .,- INN'
,--�1°su �«:��,� .
Double 2 Xa
Header•
er
" ti p �
lo 'i0 ; ° ' •--1:
G,� , :.,.v_q.):,;,....,,4% . . 1 .., [ ,
2xaJackStud
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`-' i 4`�, ^ � 1 11 2 x 6 _T Floor,foists
v. : �`'.;. �,, ' ! (12' on center)
HIGH•WINt7 FtEVII„VI► __. ,.:.1,
. Per IRC 2003 __ --
1_,..
l.."'.." Prepared for -
Chris Sullivan • • F M)WALL ELEVATION
30 Partridge Hollow i. r .,
Oakdale. CT ---'�__. 112"CDX Plyscore
1
Asphalt Srung'e: �---- __ fe • 1,-,,,,- -,,, s,.,tT�..�.- —Metal Truss Plate
,7J =A
f ; z�, Aluminum Dripedge
Wood Rake -._..�-_— 0.7 � ,.-, _-_-7,77.1`.:-,,'" ., Wood Fascia Trim
Trim wM?',rte ,..,.��_•_
`„y,
T1-11 Alurninurn,.� �•. •-•,4i
J-Cep , I •
II2X3Sof~tt
,/' �I 2 x 4 Top Plate
12 x 12 ! i; 2 x 4 Wall Studs
Wood Louver , : (16°on center')
Corner Trin'i
' • ,: /// 2 x 4 Bottom Plate
5/8” ; -� 4
Texture 1-11 + 1 3/4'PTS Exterior
Siding I t 1 —_� �� � , Plywood Decking
1' 2 x 6 PT Floor Band
'`: 4 x 4 PT Foundation Runner
"- 85 V" Center to Cert r .--4
l�-.._____ _ — 10$ J
CROSS SECTIONS CM10-1195
EFRGNV:k
F0
►���� - IIIIIIII I 10 FOOT
;-=_
:,;� aunununuta, -
OTM CAPE MODEL
SMALL BUILDINGS
"Built To Last A Lifetime"
SIDEWALL ELEVATION
. l
2 x 4 Trusses
(16"on center)
' �li II II
Double 2 x 4 Header
2 x 4 Jack Stud
•l
2 x 6 PT Floor Joists
(12" on center)
ENDWALL ELEVATION
/a
240 LB 1/2" CDX Plyscore
Asphalt Shingles
Metal Truss Plate
Wood Aluminum Dripedge
Rake Trim � \ Wood Fascia Trim
000e-
T1-11
/ -
T1-11 Aluminum =4
J - Cap 2 X 3 Soffit
12 x 12Plate
Wood Louver 2 x 4 Wall Studs
Wood �� (16"on center)
Corner Trim
5/8„ 2 x 4 Bottom Plate
Texture 1-11 3/4" PTS Exterior
Siding
Plywood Decking
2 x 6 PT Floor Band
4 x 4 PT Foundation Runner
85 1/2" Center to Center
10'
CROSS SECTIONS CM10-1/95
,
ACORD., CERTIFICATE OF LIABILITY INSURANCED /DD/YYYY)
PRODUCER l 06/04/0504/05
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
PAWSON INSURANCE GROUP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
31 BUSINESS PARK DRIVE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
BRANFORD, CT. 06405
INSURERS AFFORDING COVERAGE NAIC#
INSURED
INSURER A. PENN LUMBERMENS 090
CAREFREE BUILDING CO., INC. INSURER B
48 WESTCHESTER ROAD
INSURER C
COLCHESTER, CT. 06415
INSURER D ZURICH
Z47
INSURER E WESTPORT INSURANCE 309
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADD'_
LTR INSRE TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION
DATE(MM/DD/YY! DATE(MM/DD/YY) LIMITS
�GENERAL LIABILITY
EACH OCCURRENCEA X I COMMERCIAL GENERAL LIABILITY 06CO2001 DAMAGE TO RENTED $10'000
07/01/05 07/01/06 PREMISES(Ea occurence) $30000,,000
CLAIMS MADE X OCCUR
MED EXP(Any one person) $5,000
PERSONAL&ADV INJURY $1,000,000
GENERAL AGGREGATE $2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000
POLICY n JER�n LOC
AUTOMOBILE LIABILITY
B X ANY AUTO BA06CO2002 07/01/05 07/01/06 (OMBINEDSINGLELIMIT $1,000,000
Ea accident)
ALL OWNED AUTOS
SCHEDULED AUTOS BODILY INJURY $
(Per person)
X HIRED AUTOS
X NON-OWNED AUTOS BODILY INJURY $
(Per accident)
PROPERTY MAGE
(Per accident)DA $
GARAGE LIABILITY
I ANY AUTO AUTO ONLY-EA ACCIDENT $
OTHER THAN EA ACC $
AUTO ONLY: AGO $
EXCESS/UMBRELLA LIABILITY
D X I OCCUR CLAIMS MADE AU C532746600 EACH OCCURRENCE $10,000,000
07/01/05 07/01/06 AGGREGATE $10,000,000
DEDUCTIBLE $
X RETENTION $10,000 $
WORKERS COMPENSATION AND A $
EMPLOYERS'LIABILITY WC S A I U- iv-
E ANY PROPRIETOR/PARTNER/EXECUTIVE WCX0006Q59 01/08/05 01/08/06 I TORY I_IMID I X ( ER
OFFICER/MEMBER EXCLUDED? E.L.EACH ACCIDENT $500,000
If yes,describe under E.L.DISEASE-EA EMPLOYEE $500,000
SPECIAL PROVISIONS below
OTHER E.L.DISEASE-POLICY LIMIT $500,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL
PROVISIONS
WOOD MANUFACTURING
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HO DER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
IMPOSE NO OB GATION OR LI ILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
REPRESENTA V
AUTHORIZED R P S E —
ACORD 25(2001/08) MICHAEL ARZECHA
ACORD CORPORATION 1988
.
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09/23/2005 08:59 860-267-1018
CAREFREE BI_IILUING5 ^AGE 07./02
01%4.
Phone 860.267.7600
Fax 860.267.1018
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ink• • • _I' •.•
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SMALL BUILDINGS
"Built To Last A Lifetime"
t.80D.326.SHED
Fax Transmittal
Number of pages including cover :2 Date:9.23.05
To: Town of Montville
Attention:
Fax#:860.848.7231
From: Brian
Here is the information on the anchors for Chris Sullivan's storage building at 30
Partridge Hollow.
Thank you
Brian
This communication,including attachments, is for the exclusive use of addressee and may
contain proprietary, confidential or privileged information. If you are not the intended recipient,
any use, copying, disclosure, dissemination or distribution is strictly prohibited.If you are not the
intended recipient,please notify the sender immediately at 1.800.326.7433 and destroy this
communication .
09/23/2005 03:59 360-267-1019 CAREFREE BUILDINGS
PAGE 02/02
DUCKBILL PERFORMANCE
REVOLUTIONIZES
ANCHORING TECHNOLOGY
is • f`
THE DUCKBILL PRINCIPLE:
1 DUCKBILL anchors, a patented labor and time saving device, work like a
toggle bolt in soil. DUCKBILLS are driven Into the ground (with no holes, no
digging and no concrete),providing a safe and environmentally sensitive
installation.An upward pull on the anchor tendon rotates the DUCKBILL into
f"^{ a perpendicular"anchor lock"position In undisturbed soil.The result,superb
- holding capacities. DUCKBILL anchor systems offer the most effective,
DUCKBILL Anchors lightweight and economical solutions to any anchoring application,large or
small.
•',i
1.DRIVE ANCHOR TO DESIRED DEPTH: thiE
DUCKBILL anchors are driven into the soil
4+ using a hammer and drive steel.As the d"
anchor is being driven, it is actually
i t ,off
the soil around the anchor „
• !t head. ,.1"q(
2.SETTING ANCHORS IN THE SOIL:
To set the anchor in normal soil,wrap the ,• ,•• •fa
Driving the DUCKBILL Anchorwire rope around the drive steel or insert ;,
rod through loop in wire rope and pull -, ,X'\,ti'.`' \L``.z'
•upward a distance slightly longer than the * \ '`• ',> ;`'.
I length of the anchor body.The upward pull - � , \ � '�;
on the wire rope rotates the anchor i �,` . \ti`
ntoa . � �,.
'S, perpendicular anchor lockin �``•-i.+ `�' ' `,
position in ``•�-`�`=rt, ,��`�\��ti,`.,�,
undisturbed soil.
3.LARGER DUCKBILL ANCHORS: Ati
..,./!.. To set larger anchors,use he fulcrum ' "�`
� k:;.
(lever)principle,manual or hydraulic jack, :- y._ , �
winch or post puller. �`�ti
• ;The DUCKBILL anchor
arks like 4a toggfwhroed
n undisturbed soil.
ANCHOR MODEL ANCHOR WIRE ROPE GALVANIZED WIRE ROPE ANCHOR STANDARD
NUMBER HOLDING BREAKING WIRE ROPE LENGTH WEIGHT PAK AND
POWER IN STRENGTH WEIGHT
NORMAL SOIL BOX
Model 404OBI 300 fbs 480 Lbs 05"t6'7 x 7 GAC 20 inches f oz. 50/box
(135 kg) (220 kg) (t.6 mm) (0.51 m) (28 gm) 3.7 Ls(1.7
kg)
Model 68-DB1 1,100 lbs 1,700 Ihs 115"7 x 7 GAC 2 112 feet 4.5 oz. 24/box
(500 kg) (770 kg) (3.2 mm) (0-76 m) (128 gm) 7 Lbs(5.0 kg)