HomeMy WebLinkAbout152 Bedford Ct�.SAj4tORD
FIRE CITY OF
MAY 21 2011 f". j Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 8,100.00
Job Address: 152 BEDFORD CT Historic District: Yes❑No ✓❑
Parcel ID: 12-20-30-300-0130-0000 Residential ✓❑ Commercials
Type of Work: New ✓I Addition[] Alteration Repair ❑ Demo ❑ Change of Use❑ Move
Description of Work: NEW MOBILE HOME SETUP REPLACEMENT
Plan Review Contact Person: AMY COLLINS
Phone: 386-427-6355 Fax: 800-866-1857
Title:PERMIT MGR
Email: Permits@colIinsservice.com
Property Owner Information
Name SUN COMMUNITIES
Street: 27777 FRANKLIN RD STE 200
City, State Zip: SOUTHFIELD, MI. 48034
Phone: 248-208-2500
Resident of property? : NO
Contractor Information
Name CHARLES R COLLINS Phone: 386-427-6355
Street: P.O. BOX 1101 Fax: 800-866-1857
City, State Zip: NSB, FL. 32170
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
State License No.: IH-1025191
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6 h Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Print Owner/Agent's Name
uilua ,w HALL a MV
MY COMMISSION tt GG 020864
EXPIRES: August 14, 2020
Bonded Thru Nouq Public Underwriters
Signature of Contractor/Agent Date
n ho rl-e-.s 0 .
PrinIE-entractor/Agent's Name _
•:e ti.: '• AMY HALL
?*; MY COMMISSION.tl.GG 020864
EXPIRES: August 14, 2020
Bonded Thru "ry Public llnd **M
Owner/Agent is personally Known to Me or Contractor/Agent is v Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: - 30 • i t9 UTILITIES:
ENGINEERING:
IC_
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 6 l4'IFj
COMMENTS: U/,e ,�fio 51&y, 17-ew /x4wae nVIA,, nai ceoz- Gr,. -ex
K Plan
Revised: January 1, 2018 Permit Application
l llflf l 11f111
THIS INSTRUMENT PREPARED BY: 111111111111111111111111111
Name: E GRANT MALOYr SEMINOLE COUNTY
' Address: CLERK OF CIRCUIT COURT & COMPTROLLER
BY, 9136 Ps 438 (iPss)
CLERK'S a 2018057129
NOTICE OF COMMENCEMENT RECORDED ►j5/21/2018 10:49:56 rfl'I
RECORDING FEES `l10.00
State of Florida RECORDED BY hdevare
County of Seminole
Permit Number: Parcel ID Number: 12-20-30-0130-0000
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
MOBILE HOME SETUP REPLACEMENT
OWNER INFORMATION:
Name: SUN COMMUNITIES
Address: 27777 FRANKLIN RD STE 200 SOUTHFIELD, MI.48034
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: CHARLES R COLLINS
Address: P.O. BOX 1101 NEW SMYRNA BCH., FL. 32170
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER. THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the est f my knowledge and ief.
TIFFANY NAJERA
s igna Owners Printed Name
Florida Statute 713.1 (g : owner must sign the once of mencement and no one else may be permitted to sign in his or her stead."
State of County of NICALAS i 0—
The foregoing instrument was acknowledged before me thijday of ,2
y eY �_ Who is personally known to me
-. a
Name or n making statement
OR who has produced identification ❑ type of identification produced:
MN�� Nr.
a!_*+ i�j.9} � /4�17 HALL "01
• "" MY COMMISSION S GG 020864
g! a F. ZORES: Atugust 14, 2020
Bonded Thru Notary Public UndertNlters Notary e e
ay`
aC',.
,III U—IIII IIII,
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:— / 9- j
I hereby name and appoint: A (y) v { f i n 9-
g • /» 1-4 .. S .I- n
an agent of: � �_
(Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The fcpeit andplatfr work located at:iiZ%-73
(Street Address) �—
Expiration Date for This Limited Power of Attorney: — 1 �3 __ / 9
License Holder Name: C-ho-ri es., d— cy I I Os_
State License Number: 0 251 q
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 10LI S I A
The foregoing instrument was acknowledged before me this eday o, �,
20 f &_, by C-hcr ( � r 5 iL Co I I -S who is 'personally k_nown
to me or ❑ who has produced
identification and who did (did nol)-take an oath. _
Signature
N�HMAW
Mr COMM iSs, oi� GG 020864 Print or typ name
+ b ? EXPIRES: August 14, P20
B°"a� T"" "�`�'''""� �"" Notary Public - State of
} Commission No. &G- 0W SCo
My Commission Expires:
(Rev. 08.12)
as
RFCORD COPY
-
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REVIEWED R CODE COMPLIANCE
-
X
P NS EXAMINER
DATE
opo5
_ ANFORD -UILDINC DIVISION
A P IT ISSUED HALL BE CONSTRUED TO BE A
LICEP WIT SE TO PROCE D WITH THE WORK AND NOT AS
-
AU HORITY TO VI LATE; CANCEL, ALTER OR SET
ASID ANY OF THE ROVISIONS OF -THE TECHNICAL
COD NOR SHALL ISSUANCE OF A PERMIT PREVENT
E BUILDING FFICJAL FROM THEREAFTER
RE (RING A CO ECTION OF ERRORS IN PLANS,
C NSTRUCTION. R VIOLATIONS OF TH]q Mnl
I
I -BEAM
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22'-9"
14'-6"
14'-9"
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I -BEAM
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2'
8'
8'
8'
8'
8'
8'
2'
52'
1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED
COLUMN BLOCKING
SIDEWALLS AND EXTERIOR WALL
OPENINGS 48" OR
SEE SOIL BEARING CAPACITY CHARTS FOR PAD SIZE
GREATER. WILL REQUIRE BLOCKING ON EACH SIDE.
BLOCKING
TTI-
Redmal�
DAPIA SEAL
MODIFICATIONS
MODEL 261-RH3523A
SHEET+
TITLE
S-20
Homes
PIER FOUNDATION
H O M E SO
F
THESE
PROPRIETARY AND CONFIDENTIAL
DRAWINGS SPECIFICATIONS
DRAWN BY: BOB
DATE: 08-06-15
MERIT"
PROPRIETARY
AND ARE ORIGINAL,
AND CONFIDENTIAL MATERIALS OF CHAMPION.
COPYRIGHT 1976-2007 BY CHAMPION
J
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COXW00
P.O. BOX 2097 HWY
100 EAST LAKE CITY FL 32056
o
C?
4'-611 21-911 1 317-411
1 A 1 91-411 1
•:
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0. •.
SEES■
Eli
Master
Bedroom
0 Fan Prep Opt
Living
Room
0 Fan Prep Opt
0 Fan Prep Opt
..
lip,
IL
mol
0 Fan Prep Opt
II
Bedroom-3
i OPT OPT
I DRY WASH
Jw
MEMENEEMENEEMEN
MIM'INME
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■■■■■■■■■■■■■■■■■,
11,090—mu■.
Illi,
Morning
Room
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MODEL 261-RH3523A
3 BEDROOM, 2 BATH
ACTUAL SIZE: 23'-4" x 52'-0"
TOTAL AREA: 1,214 SQ. FT.
Redman
HOMES OFO Homes
MERITTIM
No Fum No Fum
Ceiling Dud Floor Dud
a S� l� as a I l� nc
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MODIFICATIONS
MODEL
—RH3523A
SHEET:
SHEET:
ised Refer Location
GCK
11-30-15
L-101
TITLE:
Blackline
PROPRIETARY AND CONFIDENTIAL
DRAWN BY: BOB
DATE: 08-06-15
I
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
/• A
REV.
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION,
ReVer'Sed
FQ)(WOOCJ
COPYRIGHT 01976-2007 BY CHAMPION
I' I.VH.I DA
Installer : CHARLES R COLLINS
Address of home.
being installed Ir-t, �
Mobilejftm�ePe�rrmWitWorksheet Permit Number: Date:
New Home 0 Used Home ❑
License # IH-1025191
Manufacturer CHAMPION Length x width 52 X 23
NOTE: if home is a single wide fill out one half of the blocking plan
if home is a triple or quad wide sketch in remainder of home
I understand Lateral Arm Systems cannot be used on any home (new or used)
where the sidewall ties exceed 5 It 4 in. Installer's initials L -
Typical pier spacing
:/ lateral
2' of r nr,rritiiriinal and Lateral Systems
Department of Growth Management
Building Division
Horne installed to the Manufacturer's Installation Manual
Home is installed in accordance with Rule 15-C
Single wide
Double wide
Triple/Quad
IN
Wind Zone li M
Installation Decal #
Serial #
Wind Zone III
PIER SPACING TABLE FOR USED HOMES
Load Footer
16" x 16"
18 1/2" x 18
20" x 20"
22" x 22"
24" X 24"
26" x 26"
bearing size
(256)
1/2" (342)
(400)
(484)'
(576)'
(676)
capacity (sq In)
1000 sf
3
4'
5'
7
6'
8
7'
8
8'
8
1500 s
6'
6
8'
8'
8
8
8
2000 s
2500 sf
7' 6'
8'
884
8
8
8
8
3000 s
8
8
8
500 s
8
imerpolatrau nu- Wino i.,.+- . r— -1 -_. . -__.--
I PIER PAD SIZES
I-beam pier pad size 17.5" X 25.5"
Perimeter pier pad size 16 X 18
Other pier pad sizes
(required by the mfq.)
Draw the approximate locations of marriage
wall openings 4 foot or greater. Use this
symbol to show the piers.
List all marriage wall openings greater than 4 foot
and their pier pad sizes below.
Opening Pier pad size
TIEDOWN COMPONENTS
Longitudinal Stabilizing Device (LSD)
Manufacturer OLIVER
Longitudinal Stabilizing Device w/ Lateral Arms
Manufacturer OLIVER
F—POP LAR PA SIZES_A
n
2t363
04x6
20 x 20
400
17 3 x 25 Or
441
x 25
24 24
576
x 2
67
ANCHORS
4ft 5ft 4"
FRAME TIES
within 2' of end of home
spaced at 5' 4" oc
OTHER TIES
Number
Sidewall
Longitudinal
Marriage wall
Shearwall
�a4a 1 of 2 BF27 MH Permit Worksheet
Revised November 04, 2010
-ft- AA6 tV9obile Home Permit Uilorksheet
LAKE COUNTY
P G C7r
OC ET PENETROMETER TEST
The pocket penetrometer tests are rounded dowi{pout testing, psf
or check here to declare 1000 lb. soil . _�._�
X
X
POCKET PENETROMETER TESTING METHOD
1. Test the perimeter of the home at 6 locations.
2. Take the reading at the depth of the Tooter.
3. Using 500 lb. increments, take the lowest
reading and round down to that increment.
X X ikel X
TORQUE PROBE TEST
The results of the torque probe test Is 29a __ inch poundsor check
here if you are declaring 5' anchors witho6t testing
showing 275 inch pounds or less will require 5 foot anchors.
sing sed and 4 ft.
Note: anchors are all oved wed at the sidewallateral arm l locations. I understand 5 ft
anchors are required at all centerline tie points where the torque test
reading is.275 or less and where the mobile home manufacturer may
requires anchors with 4000 h Iding caPnstaller's initials
ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER
Installer Name
Date Tested
Electrical
Connect electrical conductors between multi -wide units, but not to the r�,ain power
source. This includes the bonding wire between mutt -wide units. Pg.-
Plumbing
Connect all sewer drains to an existing sewer tap or septic tank. Pg
Connect all potable water supply piping to an ting water meter, water tap, or other
independent water supply systems. Pg• __� pan
Permit Number:
Site Preparation
Date: 911 /17
Debris and organic material removed _YES�.__��_.
Water drainage: Natural X Swale Pad Other
Fastening multi wide units
Floor: Type Fastener: 3/8" LAGS Length: 6" Spacing:
S
Walls: Type Fastener: SCREWLength: 5" Spacing: 8"
Roof: Type Fastener: 3/8 LAGS Length: _ 6"__ Spacing: 12 =_
For used homes a min. 40 gauge, 8" wide, galvanized metal strip
will be centered over the peak of the roof and fastened with gals.
roofing nails at 2" on center on both sides of the centerline.
Gasket (weethorproofing rogulm ant)
I understand a properly installed gasket Is a requirement of all new and used
homes and that condensation, mold, meldew and buckled marriage walls are
a result of a poorly installed or no gasket being installed. I understand a strip
of tape will not serve as a gasket.
Installer's initials
Type gasket FACTORY Installed:
Pg. Between Floors Yes X
Between Walls Yes X
Bottom of ridgebeam Yes X
Weatherproofing _
The bottomboard will be repaired and/or taped. Yes X Pg.
Siding on units is installed to manufacturer's specifications. Yes,X_____
Fireplace chimney installed so as not to allow intrusion of rain water. Yes
Miscellaneous
Skirting to be installed. Yes X No
Dryer vent installed outside of skirting. Yes X _ N/A _.
Range downflow vent installed outside of skirting. Yes N/A
Drain lines supported at 4 foot intervals. Yes X
Electrical crossovers protected. Yes X--
Other:
Installer verifies all information given with this permit worksheet
is accurate and true based on the
manufacturer's installation Instructions and or Rule 15C-1 & 2
Installer Signature
Date 5 -..2 G'---1 �y
Revised September 28, 2010
Building Division
7 Swan Ave a Hohenwald, TN 38462 ® itsuul ta4-i�r�� www.ohvertechnologies_com ®Fax (931) 796-88
Installation Instructions for ABS Pads
For use on all Mobile and Manufactured Homes, including
HUD approved Homes and Modular Building
Patent #5503500 and other patents pending
3ENERAL INSTRUCTIONS:
1. All pads are to be installed flat side down, ribbed side up.
2. The ground under the pads should be leveled as smooth as possible with all vegetation removed. Pads to be placed on fully compacted or
undisturbed soil, at or below the frost -line or otherwise protected from the effects of frost.Refer to NCSBCS/ANSI A225.1
3. Pier & pad spacing will be determined by the manufactured homes' written set-up instructions or any local or state codes.
4. The open cells between the ribbing on the upper side of the pads may be filled with soil or sand after installation to prevent any accumulation of
stagnant water in the pads.
5. A pocket penetrometer may be used to determine the actual soil bearing value. If no soil testing equipment is available -use an assumed soil
value of 1000 lbs_ / square foot.
6. All pad sizes shown are nominal dimensions and may vary up to 1/8
7. The maximum deflection in a single pad is 5/8" measured from the highest point to the lowest point of the top face.
(NOTE: Actual test results were less than 518")
8. Pad loads are the same when using single stack or double stack blocks.
9. The maximum load at any intermediate soil value may be determined as the average of the next lower and next higher soil value given in the
table below.
10. if the home manufacturer shows soil densities greater than 3000 lbs. When using ABS pads, do not exceed 3000 lbs. soil pier spacings per se
up manual. 2000 PSF SOIL 3000 PSF SOIL
PAD SIZE ID N0. PAD AREA 1000 PSF SOIL 4000 lbs. 6000 Ibs.
I T o6 1000 1 288 so. in. 2000 lbs. I
+ 1b 7500Ibs
Oval 16" x 18.5"
1055-231A{ - -
1055-16/AIT 06 1001
360 s • in -___
2500 lbs.
I 5000 s.
8000 Ibs_
8000 Ibs.
Oval 17' x 22° j
17.51' x 22.5" 1
1055-21
384 s . in.
. in.
2667 Ibs.
3000 lbs.
i 6000 lbs.
9000 lbs. *
Oval
Ova! 17.5" x 25:5"
1055-17/AIT 06-1002
221AIT 06-1003
432 s
576 sq. in.
4000 lbs.
8000 S.
9388 lbs. *
12000 lbs.
9388 lbs.
Oval 21" x 29"
Oval 2325" x 31:25"
1055
1055-20/AIT-06-1004
675 5q• in.
, 4694 I s.
2000 PSF SOIL
3000 PSF SOIL
ID N0.
PAD AREA
100() PSF SOIL
3560 Ibs.
5333 lbs.
PAD SIZE
1055 14/AIT-061005
256 sq. in.
1785 lbs.
2375 lbs.
i
4750 lbs.
7100 lbs.
8250 Ibs.
Square 16' x 16"
Square 18.5 ° x 18.51,
1055-9/AIT-06-1006 !
-.- — I
342 s - in•
400 s • In.
2750 lbs.
i 5500 lbs.
8000 lbs.
8000 lbs.
S uare 20" x 20.
1055 06-1007
!
576 s : in.
4000 lbs.
24° x 24"
1055-131AIT-06-1008
S uare
* Concrete blocKS are required to be double blocked.
nfi iration may be used to replace a home t anufact be edrin the State of Alabama.te ore ails onacorse pect installation in Alabama.
11. Any ABS pad co 9
12 Fo�Be StatAMA e of Alabama all ABS pads
IDall not a may
ads shalt not have more than 3/8" deflection. See chart below or
EXAMPLE: 16' x 80' section pSFabama only) PSF
PAD SIZE 1000
Oval 16" x 18 5" `
29"�
3,0„
_5'6„
6'0"
!vat'17" x �' -
val 17 5' 2 5'
3,g„
T6"x
810
Oval 17.5" x 25.5
4,0,=
4 5
a,0„
Oval
„
page 1,
Revised 04.29.71
7-
MA>s+E
fflm 4
467 Swan Ave a Hohenwald, TN 38462 9 (800) 284-7437 e www.olivertechnologies.com o Fax (931) 796-881
13. TEXAS ONLY: 17.5" x 22.5" ID #1055-21 and 23.25" x 31.25" ID #1055-20 may not be installed in the State of Texas.
14. Steel Piers: All pads are tested with steel piers on 1000 PSF soil density unless otherwise noted. (See 15) If required, attach with (04) 2" #12 x IN' hex
tech screws. Minimum Pier Base 7 1A inches. The Mulit-Pad configuration 35" x 25.5" ID #AIT-06-1002 (03) requires minimum 9 Ya" pier base.
15. Available pads tested on 2000 PSF soil density using steel piers are: ID #1055-14, 1055-% 1055-7 and 1055-13.
16. CALIFORNIA: Use an assumed value of 1000 lb/sq. ft. unless engineering and calculations are provided.
INSTRUCTIONS for Mulit-Pad Configurations
ABS Pad Types
Oval 16" x 18.5" Pad
2.00 Square Feet I ID # 1055-23/AIT-06-1000
Oval 32"x 18.5" Pad Confi uration 03
4:00 S uare Feet
Oval 17" x 22" Pad
2.50 Square Feet ; ID # 1055-16-AIT-06-1001
Oval 34 x 22" Pad Configuration (03)
5.00 Square Feet
Oval 17.5" x 25.5" Pad
3.00 Square Feet j ID # 1055-17/AIT-06-1002
Oval 35" x 25.5' Pad Configuralion (03) '
'? 6.00 Square Feet -1
MAXIMUM PIER LOAD IN POUNDS:
Soil Bearing Maximum
8" Cell Block Value Load
32"x 15.5"
Pad Configuration
Single Stack
1.000 lbs. /sq it
4000 lbs.
Double Stack I 2000 lbs. / s% ft. I
8000 lbs.
34"x 22-
Pad Configuration
Single Stack
I 1000 lbs. sq. ft.
5000 lbs.
Double Stack ! 2000 lbs. / s . ft. i
10000 lbs. x
35" 25.5"
Pad Configuration
Single Stack
1000 lbs. f sq. ft.- !
6000lbs.
Double Stack 1 2000 lbs. / sq. ft.
12000 lbs. aE
'Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked.
STEP 1 - 17" x 22" ABS Pad
(Note: Use 2 blocks side by side for soils
rated at more than 1,000 lbs !sq. foot!
ate'
aw-
-
OMM
STEP 3 - Complete Assembly
34" x 22" Multi -pad Configuration
1. General instructions (on reverse) apply to all multi - pad configurations.
2. The 32" x 18.5" pad configuration is formed by using (3) 16" x 18.5" ABS Pads. Place (2) 16" x 18.5" side by side, and place (1) 16" x 18.5" on top, laid in the
opposite direction to the bottom pads.
3. The 34" x 22" pad configuration is formed by using (3) 17" x 22" ABS Pads. Place (2) 17" x 22" pads side by side, and (1) 17" x 22" pad on top. The top pad
is laid in the opposite direction to the bottom pads_
4. The 35" x 25.5" pad configuration is formed by using (3) 17.5" x 25.5" ABS Pads. Place (2) 17.5" x 25.5" pads side by side, and (1) 17.5" x 25.5" pad on top.
The top pad is laid in the opposite direction to the bottom pads.
Revised 0429.11 Page 212
REQUIRED ENSFECTION SEQUENCE
lBpff / Q� _ --2 2 9 -4
Min Max Inspection I<Descn n tion.
Footer / Setback
Siemwall
Foundation / Form Board. Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls
Sheathing- — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building (Other)
Address:
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Minn
Max.
Inspection I[Desc>ri2tnon
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min
Max
IInn2ection IDescri2flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
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MaxI[ns
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Mechanical Rough
Mechanical Final,
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Min
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Gas Underground
Gas Rough
Gas Final
REVISED: June 2014