2014-431 , r�� TOWN OF QUEENSBURY
` rS 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20140431 Date Issued: Wednesday, October 08, 2014
This is to certify that work requested to be done as shown by Permit Number P20140431
has been completed.
Location: 200 LUZERNE Rd
Tax Map Number: 523400-309-009-0002-001-000-0000
Owner: HOMESTEAD VILLAGE L P
Applicant: BRIAN & KELLY BATEASE
This structure may be occupied as a:
Mobile Home In Park By Order of Town Board
TOWN OF QUEENSBURY
54 Windsong Dr. /�
Issuance of this Certificate of Occupancy DOES NOT relieve the property (.. 4.9
/ / /J /
owner of the responsibility for compliance with Site Plan, Variance, or \ �,L/✓) ,r_�(/ f�
other issues and conditions as a result of approvals by the Planning Board
Director of Building& Code nforcement
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
` Y 742 Bay Road,Queensbury,N 12804-5902 (518)761-8201
IOW
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140431 Application Number: A20140431
Tax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: BRIAN & KELLY BATEASE
For property located at: 200 LUZERNE Rd
in the Town of Queensbury-,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: HOMESTEAD VILLAGE L P
4294 ROUTE 5 Mobile Home In Park $40,000.00
CALEDONIA,NY 14423 Total Value $40,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2014-431 54 WINDSONG Dr.
Mobile Home on new foundation
5145.92 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 24,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of ueen ury; }lj'ed' • i . , Se i tember 24,2014
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
'
Office Use Only
MOBILE HOME APPLICATION
9 1 I Received
DATE Ey Tax Map ID `/
TAX MAP ID Permit No. /4t 7 3 I
1Permit Fee
1
PROPERTY LOCATION: -1' ohne sqccid v;e/a m a p
NAME OF MOBILE HOME PARK: 1407-Ploattici Vil)a(e 11i#P
(
PROPOSED DATE OF PLACEMENT: .91 as-1-i-7
APPLICANT fa-L. 4-1n{ylos' OWNER )rii'- �
ari -I- eC)_11(ki 0 -k�5�
C
ADDRESS ' 7 Li LO I n son° o ADDRESS S-f w1‘nC& nn / ,t
01:1(201S-6 try ) AlY . I2.R0(1t Otwensbt -y1 NI' 1aW0y.
PHONE _ES -aae -G,) So )( 3Do PHONE
NAME OF INSTALLER OR MOBILE HOME DEALER pi C-Po rdab I e Cron I- L 0034-inn
ADDRESS: 436 5 44 von ) Cal orlon ja kd
C.fl liNPAiesiA kr' . /IN 2-3
PHONE cgs -aa6-&,) 5o X Soy ^
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE G reg £cerQ CC PHONE: 4g S 3D3 - S1Qgj
COMPLETE INFORMATION BELOW FOUND ON A"PLATE"OR"STICKER"WHICH IS AFFIXED TO THE MOBILE HOME
Insignia serial number 1...21,1111 An S pa
Name of Manufacturer (1 la 94-cm I
Place Approval Number
Model or Component Designation 2wcp 1',-a a-'pn (New home only)
Date of Manufacture: . .o (3
MOBILE HOME INFORMATION ZONING INFORMATION
Approximate Value of Home $ /4 Q j MQ Zoning
New Home or Replacement ova) 14 a YYl p Size of property LI O ft.by ft.
Size of Mobile Home 1 A ft.by 'I(7 ft. Existing buildings
Singlewide or Doublewide Sincj IP Accessory buildings
Number of rooms(exclude bath) S Storage buildings
Number of Bedrooms _3 Detached Garage1 _2 _3
Number of Bathrooms Z Attached Garage p/ 1 _2 _3
Gas Fireplace;Woodstove or Wood Fireplace Setbacks Front yard: a 5 ft.
Q N Q Rear yard: as ft.
Side yard: / S ft.
Foundation Support Size Depth Water Supply Well:
Piers ai-i trtMunicipal: ,)('
Runners
Slab Septic Permit Required? _Yes X No
1
Town of Queensbury Building&Codes Mobile Home Application July 2014
Procedure for placing and occupying a mobile home or modular home:
1. Application is submitted and review: 2 copies of plot plan and layout must accompany application along with
septic application (if needed) and fee.
2. Permit is issued- Permit card is placed on property
3. Footing forms are inspected before pouring concrete: Home is placed on foundation or piers
4. Arrange for electrical inspection-see"Certified Electrical form" on Town website
5. Septic Inspection, if needed
6. Final electrical Inspection
7. Stairs & platform covering door width and door swing with handrails on both sides of platform and stairs are
required for all exterior doors.
8. Final inspection by Building &Codes Department
9. All mobile/manufactured housing must be anchored to the ground upon which they are site per
manufacturer requirements.
10. Installer Warranty seal must be provided at the time of Certificate of Occupancy
11. If anchoring is not possible due to weather conditions or any other item, a Temporary Certificate of Occupancy
will be issued; Fee-$10; Deposit$100.00 (refunded when all items are complete)
DECLARATION: I swear that to the best of my knowledge and belief the statements contained in this application,
together with the plans and specifications submitted, are a true and complete statement of all proposed work to be
done on the described premises and that all provisions of the Building Code, the Zoning Ordinance, and all other laws
pertaining to the proposed work shall be completed with,whether specified or not, and that such work is authorized by
the owner. Installer Warranty will be provided at time of Certificate of Occupancy. 1
Print Name: a r� 19�t^Q c l Date: ci ( 1g f /171
Owner, Agent, Contractor
Signature: 1 Date: -I Ui /y
Special Conditions of Permit:
Row-,-, chi o_ 14 Orin dt'S Fon-I-e.r 2p — 5th bton-, e
and �-irg4-R11
By: Code Enforcement Officer
2
Town of Queensbury Building&Codes Mobile Home Application July 2014
11111 A' . itl o n JQ_3
Queensbury Building & Code Enforcement— Manufactured / Modular inal Inspection
Office No. (518)761-8256 Arrive: 2...°41Ca .� Fri 7
Date Inspection request received: Inspector's Initials: 'e,& -f
NAME: h" -%4-Q J PERMIT J</ '131
LOCATION: ‘5.(1 VAS 7)pci DATE: SI
Manufactured Home 0 re-5 Hom r 5 S O x30 3- 5 a✓c99
Footings / Foundation / Backfill_ Framing_ D
Comments:
Yes No WA
Foundation support,pier spacing,
Per manufacturer
Anchoring per manufacturer 7 from ends
Water fine shut off
Sewer line support @ 4 feet
Heating Crossover[doublewide}off grd.
Dryer vented outside
Skirting ventilated 1 sq.ft.per 1,500 sq.ft.
Hot water relief valve piping outside
Deck,porches,steps,railing /
FumaceRrot water operating v Garage Fire proofing _
V///
Fire Door/Door closers
Plumbing Fixture/3'Vent through roof[Modular] J
Foundation insulation[d applicable]
Smoke!Carbon Monoxide Detectors/Interconnected
Final Electrical
Variance required
Data Plate okay r/
Manufactured HUD seal okay /)‘)
\��
Warranty Seal after January 1,2006 p
Installers Warranty Seal D�^
18'x 24'access or 22'x 30'attic access
Vapor retarder under home 6 mil poly or other
911 Street number
Okay to issue C/C or CIO[Temp.!Perm.]
Model# Serial#
Manufacturer
Date of Manufacturer
LPam Whding12010\Buddirg Codes Forms\Manufadured Modular Final Inspection_03 04 10.doc
hTALL NO. 21253 STATE OF NEW YORK
DEPARTMENT OF STATE
'. - .�. ONE COMMERCE PLAZA
99 WASHINGTON AVENUE
ALBANY,NY 12231
INSTALLER'S WARRANTY SEAL
THIS SEAL REMAINS THE PROPERTY OFTHE DEPARTMENT OF STATE
cick NEW MANUFACTURED/ (HUD CODE) ❑ RELOCATED MANUFACTURED(HUD CODE) _
A. Manufacturers'4tame: C-144-1011.—)
B. HUD label number. NTA ILO 5 3 C I Serial number: Lew 111305 ('4
C. Retailer's name: Arrorekihle G'-rcL+ 4.Ora-Non S'
D. Retailer's address: 4?OS 11 Co sedan'Q 2c2
E. Retailer's certification#:.f ems' COo9 SCo l-0 Telephone#: 5S 5- 6-6/3001 X 32 C3
F. Installer's name: Pif Fart:kW e C-t f.02-} I O CGL4-t 4 vns'
G Installer's address: H.365 I Von C A 1 e don: G( k cl . _ _
H. Installer's certification#: 1 tNTOO ZVI !-ODTelephone#: 58S—aaG— GI50 .K3ao
L Date installed: (C2/0 6/ IL/ Municipality issuing building permit Q a ea 56-t.
BP
(City,Town, Village)
J. Customer name and physical address (911)where home is installed: P se cif_ yv i nd cnn 5
F ' a f- ,New York
By attaching this SEAL to this manufactured home,the undersigned Installer of this manufactured home warrants as follows:
1. That the installation of this manufactured home meets the standards of the New York State Uniform Fire Prevention and Building
Code.
2. That the Installer is certified as an installer by the New York State Department of State.
The foregoing warranties are in addition to and not in derogation of all other rights and privileges which the consumer may have under any
other law or instrument The foregoing warranties are in addition to,and not in limitation of or substitution for,any and all other warran-
ties,express or implied,given or made by the Installer,whether contractually or by operation of law.
Printed Name of Person Signing Seal. r4t3 Get- Q c
Signature of Installer or J
Limited Installer.
If you have a problem with your home, should first contact your installer or retailer.If the problem is not resolved by the Installer or
Retailer you can contact the Department of State at(518)474-4073.
005-1680(Rev.03/09)
Yellow Copy—Department of State White Copy—Retain forYour Records Goldenrod Copy—Permitting Agency Seal—Affix to Home
Queensbury Building & Code Enforcement -. Manufactured / Mod i inspection
Office No. 518 761-8256Arrive: o /, ;
( ) s ( VE a �1 -It
Date Inspection request received: Inspector's Initials:
NAME: PERM or P9- 41 3 i
LOCATION: 544 () I fle:ds nn DATE 1 -Z9
Manufactured Home
Modular Home
Footings—_ Foundation Bacaakfill_ Framing_
2 % EA21
$E —ki219E- Comments:
Yes No FIA
Foundation support,pier spacing, J EiFo'i)C (-1 F�
Per manufacturer id C.To L /I<
— N l� �oP�
Anchoring per manufacturer 2'from ends v3 1J\ \ E Fo�.\ t f�L 00,,.
Water fine shut off // —
Sewer line support @ 4 feet si✓/ CG euzca %A ?— \
Heating Crossover[doublewide}off grd.
Dryer vented outside
Skirting ventilated 1 sq.ft.per 1,500 sq.ft.
Hot water relief valve piping outside
Deck,porches,steps,railing
Furnace/hot water operating T. /
Garage Fire proofing
Fire Door/Door closers J/ GAS Fogs F1AtiJQF_C\\OpJ
JJJ O►3GE 000-Ws
Plumbing Fixture 13'Vent through roof[Modular]
Foundation insulation[if applicable]
Smoke/Carbon Monoxide Detectors/Interconnected —
Final Electrical
Variance required
Data Plate okay
Manufactured HUD seal okay
Warranty Seal after January 1,2006
Installers Warranty Seal —
8'x 24'access or 22'x 30'attic access 9 —
Vapor retarder under home 6 mil poly or other
911 Street number
Okay to issue C/C or CIO[Temp.I Penn.]
Model# Serial
Manufacturer
Date of Manufacturer
L:1Pam Whiting\20101Bulding Codes Forms\Manufadured_Modular Final Inspection_03 04 10.doc
:D >-Z.DD
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection req } i
Queensbury Building&Code Enforcement Arrive: i=tom : • m
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-. S.
NAME: ACL Idoa-iE5l1\bME TEc\O) A. 1 #: I4-43
LOCATION: tri 4 t,3tp Obn1J6 DQ INSPECT ON: C(-24 iL1.
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
-2-11:1% Ao °ED Z ‘D-t " CE.ATEt.To C-StS'V
' Monolithic SlabLE_5
Reinforcement in Place
The contractor is responsible for Q
providing protection from freezing 1% '7 ,ft2-5
for 48 hours following the placement
of the concrete. 'RJ e6E- t.c5:_
Materials for this purpose on site.
Foundation/Wallpour Qt"- -k—
Reinforcement
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Buliding&Codes Forrns\Building&Codes\Inspedion Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
)JOn1ESTE, •_L.'AGE - g COPY
TOWN OF QUEENSBURY - ;1.' 4,
BUILDING DEPARTMENT
•
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' t Construct
Foundation ``'
Construct Foundation •JO
(FOR HOMES WITH LOAD BEARING PERIMETER WALL) tiff
This chapter provides guidelines and recommendations for the design and construction of a basement or crawlspace `
foundation using a load bearing perimeter wall.A load bearing perimeter wall foundation system uses a wall along the
outer edge of the home to support the home's outside walls.This perimeter support works with interior supports such as
piers,columns and cross beams that support the home's frame and, if multi-section, marriage line. --illi
Follow the Steps below: .
•
,`ST-C:STEP] O_BTAIN A FOUNDATION DESIGN(p:35) - - - _ - -
It
,1/40- STEP 2�`EXC�AVA�T`E(p 35) - - _ -
.--q� n ,,i _ 4Ei`' U. - - X 4 1 •- - - ;
i 2 V STEP 3' CONSTRUCT THE FOOTiING OR SLAB(p 35) - s ----: ' - i`
'STEP CONSTRUCTTHEPERIMETERWALL(p 35) N_:*, , `-_ Y� "� `
`.t. - L 4 s' t-' 'S' E s
} .vim` i-. x '�' . x#a'> °��- ,, c - �` ' � `..-
+ yS.STEPS NSTALL INTERIOR SUPPORTS(p--37)t. - tit IX r l ;
g,: S
ntSTEP 6 WATERPROOF FOUNDATION WALL(p.37) x' v sT - - L
I .: tt.STEP-7 BACKFILL AND GRADE(p 37) - -
Cti -.. kt-*sa zs_....--_ . _ . . -
IFSTEPVIOBTAIN A FOUNDATION DESI >N
t If a load bearing perimeter wall foundation design has not been provided by the homefr
?
I manufacturer,it is the responsibility of the retailer and/or home owner to provide a de- / / A .
sign approved by an engineer or architect,licensed in the state where the home will be
? installed.The approved design must comply with the LAI-IJ regulations for foundation Using engineered designs.
design,waterproofing and drainage,and the following. This section is NOT in •
-
I tended to provide a com-
• The foundation perimeter bearing wall must be supported with a concrete slab plete design for a buildable .
e or continuous strip footing around the pe ' eter of the home.Interior_piers foundation. A complete de-
I must be supported by a slab or footing if footings are used under interior sign must be obtained that is
pie they.may be designed as in Design-Frame and-Perimeter Supports, suitable for the local area rr
I 1P725. and sealed by a professional •
t • Slabs must extend to the edges of the home.IMPORTANT:Verify the di- engineer or registered archi-
1 mensions of the actual floor width(eg.a 28'wide home does not meas- tett,licensed in the state. }
ure 28 feet in width). Altemate foundation designs
! must be approved by the -x,.
• Footings and slabs must be protected from the effects of frost heave by ex- mit
tending the footings to or below the frost line or by using a frost protected manufactururer and DAPIA.
shallow foundation design. The Alternate Foundation
Approval form(Appendix A)
must be completed and ;
STEP 2. EXCAVATE submitted with the proposed '
Excavate for the foundation,properly disposing of the earth that is not needed for foundation design.The
backfill or site grading purposes. manufacturer is capable of
1 providing limited model spe- -
STEP 3. CONSTRUCT THE FOOTINGS OR SLAB cificfoundation designs
j Construct the foundation according to the approved design,including the perimeter upon request.
j foundation wall,drainage system,footing(s)and/or slab. .a
Foundation ready home.
STEP 4. CONSTRUCT THE PERIMETER WALL Make sure that homes to be 4t
Unless the approved design requires otherwise,construct the perimeter wall with mor- installed on a basement or a o,,
tared and reinforced concrete blocks or reinforced poured-in-place concrete.Install crawlspace have been or-
reinforcement according to the approved design or LAHJ.Install ventilation and access dered with a recessed frame
Popenings according to the approved design,or if not specified,according to the re- or as a basement-ready
quirements in Complete Under the Home,STEP 3 INSTALL SKIRTING(p. 113). frame system,where the yA.
frame is designed to avoid
f :t
35
r
I 3 V.
so --1-0 Insta oo in i E„
i
TABLE
yE 66.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS c4
.y .)
x4 t
Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang) North(40 psf)
Middle(30 psf)
South(20 psf)
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 102/200ft 12/243ft 14/84 282 ft 16/32/4832/1ft ; :
Up to 4' 2300 2624 2948 3191 2540 2904 3268 3970 4576 3182 5637 �`A
5757 1r 4680 5408 6136 111
6682
>6'to 8' 4200 4848 5496 ` 8370 9128 7378 5 ! —6660 7570 8253 6350 7360 .
>8'to SO' 5150 5960 6770 _
TABLE 6c.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS) .:�
Roof Load Zone and Max.Home Width(24"Max.Sidewall Eave Overhang) North(40 psf)
Middle(30 psf) "
South(20 psf) 3t`
Pier Spacing 20 ft 24 ft 28/42 ft 32/48 ft 20 ft 24 ft 28/42 ft 32/48k 20.ft 24ft 28/42 ft 32/48 ft 7{
�.: 2700 3064 3428
3701 2980 3384 3788 4091
Up4'to 4' ' 4876 5482 5937
4402 4767 3850 4396 4942 5352 4270
>4'to 6' 3430 3916 , ,; : g
>6'to 8' 4440 5088 5736 6222
5000 5728 6456 7002 •' -,.
>Seto 10; 5450
6260 7070 7678 6150 7060 7970 8653 6850 7860 8870 9628
Calculate ds
Use Table 6d to determine the loads on supports below openings in the sidewall when peri-
meter blocking is not required.Find the row with the appropriate opening span.Then,find 'y;
r in the intersectin. cell is the
the column with thea"TABLE te floor wid .The 6d.LOAD ON PIER FO GS AT OPENINGS ALONG THE SIDEWALL(LBS) 'E£ _
Roof Load Zone and Max.Home Width(24"Max.Sidewall Eave Overhang) South(20 psf)
South(20 psf) _
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/483250 ft 1850ft 1' r
>5'to 6' 1400 1520 1640
1175 1244 1306 2213 I
Up3'to 3' 1025 1100 1650 1800 1950 2088
1330 1413 1488 >6 to 8'
>4'to 4' 1150 1240 2425 2575
1581 1669 >8'[a 10' 1900 2080 2260 I
1 IS
>4'to 5' 1275 1380 1485 Middle(30 psf)
Middle(30 psf) .
,-
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18.ft Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/21878 ft 2280 �•
>5'to 6' 1680 1840 2000
Up to 3' 1200 1300 1400 1492 1575 2583 2750
1710 1810 >6'to 8' 2000
2200 2400
>3'to 4' 1360 1480 1600 2800 3020 3220 I ,g§
>4'to 5' 1520 1660 1800 1928 2045 >8'to 10' 2320 2560 Northpsf)
North(40 psf) I '
Up
>3''to 3' 1375 1500 to 4' 1570 1720
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing 10/20 ft 12/24 ft 14/23602543 2710 2 ft 16/32/48 ft 18 i I
'
1625 1740 1844 >5'to 6' 1960 2160
C
1670 2008 2133 >6'to 8' 2350 2600
2850 3079 3288 I '
2115 2275
2421 >8_to 10' 3340 3615 3865 I
. 2740 3040 I
>4.to 5' 1765 1940 I _-.
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go to STEP 4.SELECTiOOTINMATERIALS p.30)
Nowlin/4"/ I
STEP 3. DESIGN FRAME AND PERIMETER S1/41P1 D FN,_�c •
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(Homes With Perimeter Blocking) r �i A fQ® ll
DETERMINE LOCATIONS q .,
Depending on design and location,some homes require re rr , n .they rt pacing frame supports.
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supports along all of the sidewalls and marriage walls in adeon0 r. !- There must be a support
means. and marriage wallg requires wilt be yaoindicated by pnoted
.
means.Perimeter blocking requirements may also be noted eyl ttiP,data-.2,. ` 'Y
/./7� •1€4.,, �
'77/fit11'11"•,,•''GGt
g.
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' ' - Prepare the Bite
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- , ; i; ./special training or expertise.An engineer or building code official may be able
to assist in classifying the soil found on the site.
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• li^ �4E 4.SOIL BEARING CAPACITY BY SOIL TYPE
-IA' - Soil Classification
41 ,i4, ASTM D 2487-00 or
Blow Torque Probe3
j; Classification D 2488-00(incorpo- Allowable Soil Bear- Count Value' inch-
- Number rated byreference, Soil Description
^'I see 3285.4) ing Pressure(psf)' ASTM D pounds)
IP z- 1586-99
p�. -. .Y.` --a' S &n-4.` 'l -f,. `7.'ra sr1 . iri "e.:-`.sem
-4 'II:
, ‘,,,-,.-'t--�4 ''-' -;4-•,4 Rx-4-„ - an te's _ 4;00+-9g c="� A5 +- ... ', „m VW
GW GP SW SP Sandy gravel and gravel-verydense and/or _ -0+ More than 550
1 1 l GM'SM cemented sands course gravel/cobbles pre 2,000
i. loaded silts,clays and coral
' �r" ",f 2 '- -`._ Sand sl and clayey ud si grave 34 ,r '.0„:14.,_ 9 d X35 550. ,,A-I f 3 GC- C.ML C $* -medmmdensecq evsarrdsi`sandygravel; ''''150...0':„ sir ..;isr '
giq 'k-i:5 -i .,3..._ ' ;a d ery stiff sandFcla -agt t-ti -.:a.�.i .ry �� `«s'x'c '' `'�r
i. 4A CG,MHS Loose to medium dense sands;firm to stiff 1,000 18-23 276-350
clays and silts;alluvial fills
�'' �CfIwH3' T `--'11b esns s sfil
$ � 0 � „c 1_
.7"s . ?2V:-. arii* aarrL ; a -...6knn a lo- I _s _ - -n:5,
-cr.
_ ' 5 OL,OH,PT Uncompacted fill;peat;organic clays
Refer to 3285202(e) 0-11 Less than175
Notes
•
i'., 'The values provided,n this table have not been adjusted for overburden pressure,embedment depth,
water table height or settlement problems.
x?- - ,t 2 For soils classified as CH or MH,without either torque probe values or blow count test results,se-
ws
lected anchors must be rated for a 4B soil.
>'- �,'y 3 The torque test probe is a device for measuring the torque value of soils to assist in evaluating the
I holding capacity of the soil in which the ground anchor is placed.The shaft must be of suitable length
41I for the full depth of the ground anchor.
' 'il 'The torque value is a measure of the load resistance provided by the soil when subject to the turning
' '1 1 or twisting force of the probe.
q '1 • Use default capacity. Use an allowable pressure of 1,500 psf,unless site-
specific information requires the use of lower values based on soil classifica-
' ' tion and type according to Table 4
�: Note that soil types may vary across a home site. In this case,the soil with the lowest bear-
1.-1.. ing capacity should be assumed when designing the support system.Keep a record of the
soil bearing capacity value;it will be used later to design the home's support system.
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FROST LINE
. -+ Shown below is a map with recommended average depths of frost penetration.However,it
is also recommended to consult the LAHJ,a registered engineer or registered architect to
determine the depth of the frost line when possible.Keep a record of the frost depth;it will
'? I be used later to design the home's support system.
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Install Footings
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TABLE 10.FOOTING DIMENSIONS Note:
Soil Bearing rapacity(P59 To calculate a square or rectan-
ReqAredFooting Area(square'mhos) Gluier footer. I
Pier Capacity(Lbs) 1000 1500 2000 2500 3000 4000
1000 144 • 128 128 128 128 Length(in)x Width(in)=Area
1200 173 128 128 128 128 128 _ "4
1400 202 134 128 128 128 128 Example:
1600 230 154 128 128 128 128
1800 259 173 130 128 128 128 16 in x 20 in=320 sq. inches
2000 288 192 144 128 128 128 -
2200 317 211 158 128 128 128
2400 346 230 173 138 128 128 To calculate a round footer:
2600 374 250 187 150 128 128 4
2800 403 269 202 161 134 128 3 14 x.25 x Diameter(in)x Di- :4
3000 432 288 216 173 144 128 ameter(in)= A -:
3100 446 298 223 179 149 128
3200 461 307 230 184 154 128 s ple: For a 22 diameter
3300 475 317 238 190 158 128 toting 76,
3400 490 326 245 196 163 128 ay ,� yJ�
3500 504 336 252 202 168 128 3.14 x`25 X 22in X 221n. 380—
3600 518 346 259 207 173 130 .q.inches
3700 533 355 266 213 178 133 .
3800 547 365 274 219 182 137
3900 562 374 281 225 187 140 _4000 576 3288 230 192 144 41%.
bir
_Oil"
s (�
4100 590 394 295 236 197 148 VZyS
, TA 7
4200 605 403 302 242 202 151 -�.4
4300 619 413 310 248 206 155 � �
4400 634 422 317 253 211 158
4500 648 432 324 259 216 162 4 �^r��,-�`►
4600 662 *42—- 331 265 221 166 {/,�� �-i'
4700 11677 U&451rj t.lG338 271 226 169 V� �
� rep
- 4800 =691st X461 1346 276 230 173 _
4900 706 470 353 282 235 176 4
5000 720 480 360 288 240 180 4
5200 749 499 374 300 250 187
5400 778 518 389 311 259 194
5600 x'806-.1.X538 Ma'1r40314..__. 323 269 202
5800 . 18357♦ l 4557-s thy S 334 278 209
1. 6000 864 ' 576 — 346 288 216
6200 893 595 446 357 298 223
6400 922 614 461 369 307 230
6600 950 634 475 380 317 238
6800 979 653 490 392 326 245
7000 1008 672 504 403 336 252
7200 1037 691 518 415 346 259
7400 1066 710 533 426 355 266 1
7600 1094 730 547 438 365 274
7800 1123 749 562 449 374 281
8000 1152 768 576 461 384 288
8500 1224 816 612 490 408 306
9000 1296 864 648 518 432 324 `
9500 1368 912 684 547 456 342
10000 1440 960 720 576 480 360 .tttt111111////
10500 1512 1008 756 605 504 378 �3\ MIN N 1.. / '
11000 1584 1056 792 634 528 396 %5.P%
f` �s7 /
11500 1656 1104 828 662 552 414 3 RED //,
12000 1728 1152 864 691 576 432 •i •• • ��
12500 1800 1200 900 720 600 450 �(j• J .._;".I' •'P`� i
13000 1872 1248 936 749 624 468 • CC'i�i ' ` 4:4,.1
'� 9• r
13500 1944 1296 972 778 648 486 .u AG' r E F
14000 2016 1344 1008 806 672 504 — I 1 �( ry i•�
14500 2088 1392 1044 835 696 522 ▪ : Vy
15000 2160 1440 1080 864 720 540 i1� 14:".
` �
15500 2232 1488 1116 893 744 558 '�i/"l� . Q CJ�.:`
.100 2304 1536 1152 922 768 576 </Ri ./M.'...;i`\```‘\z.
32 "r