HomeMy WebLinkAboutBLD2022-0752 MFG Home - BLD Inspections - 8/14/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
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COMMUNITY SERVICES SHELTON:360-427-9670, EXT 352
BELFAIR:360-275-4467,EXT 352
Building,Planning.Environmental ila lth,Community Health ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY`*
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php
Permit Number BLD2022-00752 Date Issued 08/03/2023 Issued By
Project NEW MFG HOME
Site Address 603 E INSPIRATION WAY
Applicant EMPIRE HOME CONSTRUCTION LLC
Contractor AMERICAN HOME CENTER
Contractor Phone 1.253.841.3600
Primary Code 20P1C8 IBC,IRC,IFC,IEC,IMC,& Type
Permit Type MANUFACTURED HOME Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
"THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.—
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final U (�
Building ) g
Department Building Official: Community Services Designee
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building
ManufacturedHome Setbacks /�S/�3 �� Setup I
l / L
Concrete Foot/Runners Final (Z q
Other C-,ravw>` C,," 212312�{ _-Z
�u ok - Gas ►`N1
MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: &7-> 2Q z2-- Qn 7Sz
ADDRESS/LOCATION: (go' E Trtis(J�roc�lun ljan
FINDINGS:
d I n-� D6e r- ott- Loos.,?- A-(4 "�)6ry,-L W-C- 100F
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W, AV—
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Items listed above must be corrected to gain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
Call for re-inspection when corrections are made before proceeding with any further work.
�❑ Make corrections, items will be checked on the next inspection.
❑ OK to
Date: 3 f 2-1 /2 q ❑ Please contact our office regarding possible
Department:—L-) structural damage incurred by recent
Inspector: '�G� "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BLD2022-00752 MANUFACTURED HOME
PROJECT DESCRIPTION: NEW MFG HOME ISSUED: 08/03/2023
SITE ADDRESS: 603 E INSPIRATION WAY SHELTON
EXPIRES: 01/30/2024
PARCEL: 120303190082
APPLICANT: EMPIRE HOME CONSTRUCTION LLC OWNER: EMPIRE HOME CONSTRUCTION LLC
P0 BOX 241 P0 BOX 241
KELSO,WA 98626 KELSO,WA 98626
1.360.751.8062
GENERAL CONTRACTOR'S LICENSE: AMERICAN HOME CENTER License: AMERIHC9780C
406 108TH ST S Expires: 09/03/2023
TACOMA,WA 98444
1.253.841.3600
FEES: Paid Due
Planning Review Fee $240.00 $0.00
Technology Surcharge $12.60 $0.00
State Fee-Residential $6.50 $0.00
Modular/Manufactured Home $275.00 $0.00
Fee- 1st half collected at
submittal
Building Plan Review/Change of $130.00 $0.00
Use-Onsite Sewage
Modular/Manufactured Home $275.00 $0.00
Fee-2nd half collected at ready
to issue
Building Plan Review Revisions $80.00 $0.00
Totals : $1,019.10 $0.00
REQUIRED INSPECTIONS
Setback Inspection Connection has been verified by Health or Utilities
Footing Inspection BLD-Final Inspection
Printed by:Genie Mcfarland on:08/03/2023 08:12 AM
Page 1 of 5
Mason County
Mason County - Division of Community Development
615 W.Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncoun"a.gov
MANUFACTURED HOME BLD2022-00752
Set-Up Inspection
CONDITIONS
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked
"APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is
responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
* OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit
revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s)for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any
construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that
office to review future planned work which may affect your project.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
Printed by:Genie Mcfadand on:08/03/2023 08:12 AM
Page 2 of 5
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncoun"a.gov
MANUFACTURED HOME BLD2022-00752
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the
instructions of the American National Standards Institute (NCSBCS/ANSI A225.1).
* The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext. 450 or
100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the
access permit from Public Works has been finaled and approved.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* All property lines shall be clearly identified at the time of foundation inspection.
* Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* This permit is for the placement and installation of the manufactured home only and does not imply approval or review for
any other items indicated on the plot plan.
* REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to
skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required
inspections. If the required inspections are not requested, inspected and signed off(approved)by the inspector in the
prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by
the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable
practices or problems that have been discovered. Until resolution of any/all problems no occupancy(Final Inspection)will be
granted for the residence.
OWNER/CONTRACTOR(indicate which)
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* The installation permit shall be displayed in clear view of the site access road. The approved site plan and other
applicable instructions, including installation instructions, shall be available in this location OR placed in the location
specified by WAC 296-150M. Support configuration shall be clearly marked in the installation instructions.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
Printed by:Genie Mcfarland on:08/03/2023 08:12 AM
Page 3 of 5
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncoun"a.gov
MANUFACTURED HOME BLD2022-00752
Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
* Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is
installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work
shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An
Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for
each major part of the installation. RCW43-63B.090
An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD
certification tag or temporarily located in plain site within three feet of the home's front entry. There shall be one certification
tag for each certified installer accounting for the work that each installer performed or installed. Certification number and
signature of the certified installer responsible for each major part of the installation. WAC365-210
* Setbacks are twenty-five feet from front,twenty feet from sides and rear.
* On-site Septic System final installation approval required prior to temporary/final occupancy of the residence.
* Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered.
A.) Drainfield/Reserve requires a 1Oft setback from all footing/foundations.
B.) Septic tank(s) requires 5ft setback from all footing/foundations.
C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area.
D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area.
* The bottom of all footings must be a min. 12" below existing grade. Any gravel used to level the site must be compacted to
95%.
Mason County Building Department requires a site inspection prior to placing the home to ensure the minimum requirements
have been achieved.
Printed by:Genie Mcfarland on:08/03/2023 08:12 AM
Page 4 of 5
Mason County
Mason County - Division of Community Development
615 W. Alder St.
C Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
MANUFACTURED HOME BLD2022-00752
hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions of any other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agent: Date:
Printed by:Genie Mcfarland on:08/03/2023 08:12 AM
Page 5 of 5
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FOR QUESTIONS REGARDING FOUNDATIONS OR SETUP OF HOME CONTACT SITECOMPLETIONW@CLAYTO m -
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PIERS REG' BODE&HIGH CENTERLINE PIERS RM BE LOCATED UNDER RIDGE I THE STANDARD CONFIGURATION OF THIS HOME MAY HAVE BEEN
go I I O� MODIFIED' A CUSTOM PRINT SHOULD BE PROVIDED. IF NOT,THE
PIERS PER TABLE THROUGH SEE TAKE lmq INSTALLATION BEAM SUPPORT Posn. sEr-up CONTRACTOR sHALL CALL CMP.MANUFACTURING WEST FOR I—A 9
■ 5C OF INSTALAT105N MANUAL FOR SPACING AND LOADINS A CUSTOM PIER PRINT.
Install Footings
each of the label locations.Additionally,perimeter support locations may be identified by a pier located near the end
white stripe or mark beneath the home on the bottom board material.Perimeter blocking of eacthere is no more such
tha that
supports must be placed no further than 8 feet on center. 24
inches as measured from
If required,perimeter supports are only needed on bearing walls.For 20 psf roof live load, the outside edge of the
perimeter support is only required at exterior doors and other openings 4B"and larger,un- floor to the center of the
less noted otherwise.Supports may be added at each corner of each endwall for leveling pier.
purposes,but are not required.Bearing walls are those walls that support the ends of roof
trusses or rafters(typically sidewalls and marriage walls but not end walls of main units or
sidewalls of tag units).
To minimize the number of required perimeter supports,space them evenly between point
load Supports as shown in Figure 9 and Figure 10(but not under open spans).These fig-
ures identify typical support locations for homes requiring perimeter supports.
PERIMETER DOORPIERS Figure 9. Typical support lo-
BLOCKING PIERS' -_I_B� cations for homes requiring
FRAME perimeter supports
MEMBERS
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I-B�MFRAME_4____
0- ElOPTIONAL MARRIAGE
CORNERB- -_B- �- -aH WALL PIERS
PIERS _9 _� -8- � FRAME PIERS
-C-J- $- -e- -C:1 -i3-
PERIMETER 1BEAh1PORCH PO BLOCKING FRAME
MEMBERS
PIERS
DOOR PIERS-
Figure 10. Typical marriage
DOOR OR OPENING LESS line support locations for
THAN 48 IN.IN WIDTH COMBINED SPAN(A+B) homes requiring perimeter
_ - — supports
RIDGEBEAM
COLUMN POST OR WALL
LESS THAN 16 IN.IN WIDTH
SPAN J P N B SPAN A
_ -
--_-- TMAIN
I-BEAM t
FOOTING FOOTING FOOTING FOOTING FOOTING FOOTING
SIZED AND SIZED FOR SIZED AND SIZED FOR SIZED FOR SIZED FOR
SPACED TABLE 7ER SPAN C TAB E 5 R SPACED PER7 SPAN TABEPS R SPAN A+B PER TABLE 5 SPAN
R ABLE 5
CALCULATE LOADS r
Use Tables 7-7c to determine the loads on frame and perimeter supports for homes requir-
in &**VZ
g perimeter blocking.Find the chart with the appropriate sidewall eave overhang.Then, A perimeter support must be
find the column with the appropriate roof load and section width.Find the group of rows cor- installed within 4 feet of col-
responding to the selected support spacing.The values in the intersecting cells are the umn supports and the corner
loads for the frame,perimeter and marriage line supports respectively. of the home when the home is
Loads on supports Of a given type(frame,perimeter or marriage)can be assumed to be designated for perimeter
equal if support spacing is equal.However,if different support spacings are used then each blocking.The loads listed in
support with a different spacing should be calculated separately. Tables
20 for
or hornes roof load realer
Loads for piers installed at 5,7 and 9 feet on-center can be estimated by adding the loads
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TABLE 7c.LOAD ON FRAME AND PERIMTER PIER FOOTINGS FOR HOMES REQUIRING PERIMETER BLOCKING(LBS)
Roof Load Zone and Max.Home Width(24"Max.Sidewail Eave Overhang)
Pier South(20 psf) Middle(30 psf) North(40 psf) North(60 psf)
Spacing Location 20 ft 24/36 it 2a/4ZA 32148 ft 20 ft 24/36 ft 28/42 ft 32148 ft 20 ft 24/36 ft 28/42 ft 32148 It 20 ft 24/36 ft 28/42 ft 1 32/48 ft
Up to 4' Frame 1420 1624 182.8 81 1420 1624 1828 1981 1420 1624 182m, 1981 1420 1624 1829 1981
Up to 4' Sidewall 1400 1520 1640 1730 1680 1840 2000 2120 1960 2160 60 2510 2520 2800 3080 3290
Up to 4' Marriagewall 1760 2000 2240 2420 2 0 2480 2800 3040 2560 29 3360 3660 3360 —3920 4480 4900
>4'to6' Frame 1930 2236 2542 2772 1930 2236 2542 2772 1930 2236 2542 2772 1990 2236 2542 2772
>4'to 6' Sidewall 1900 2080 2260 2395 2320 2 0 2800 2980 27 3040 3340 3565 3560 4000 4420 4735
>4'to6' Marriagewall 2440 2800 3160 3430 3040 3520 4000 4360 3640 4240 4840 5290 4840 5680 6520 7150
>6'to 8' Frame 2440 2848 3256 3562 2440 2848 .56 3W 2440 2848 3256 3562 2440 2848 3256 3562
>6'to 8' Sidewall 2400 2640 2880 3060 2960 3280 360 3840 3520 3920 4320 4620 4640 5200 5760 6180
>6'to 8' Marriagewall 3120 3600 4080 4440 3920 4560 52 680 4720 5520 6320 6920 6320 7440 8560 9400
>8'to10' Frame 2950 3460 3970 4353 2950 3460 3970 43 2950 3460 3970 4353 295 33460 3970 4353
Pier North(80 psf) N h(100 psf) North(120 psf)
Spacing Location 20 ft 24 ft 29/42 ft 32148 ft 20 ft 4 ft 28/42 ft 32148 It 20 ft 24 It 28/42 ft 32/46 ft
Upto4' Frame 1420 1624 1829 1981 14 1624 1828 1981 1420 1 4 1828 1981
Up to Sidewall 3080 3440 3800 4070 640 4080 4520 485U 4200 4720 5240 5630
Up to 4' Marriagewall 4160 4880 5600 614� 4960 5840 6720 7380 5760 6800 7840 _BG20
>4'to 6' Frame 1930 2236 2542 2 2 1930 2236 2542 2772 1930 2236 2542 2772
>4'to 6' Sidewall 4420 4960 5500 590S 5260 5920 6580 7075 G100 6880 76G0 8245 - -
>4'to 6' Marriagewall G040 7120 8200 9010 7240 8560 9880 10870 9440 10000 11S60 12730 -'--
>6'to 8' Frame 2440 2848 325 3562 2440 2848 3256 3562 2440 2848 3256 3562
>6'to 8' Sidewall 5760 6480 720 7740 6880 7760 8640 9300 8000 9040 10080 10860
>6'to8' Marriagewall 7920 9360 10800 11880 9520 11280 13040 14360 11120 13200 1S280 16840
>6'to 10' Frame 2950 3460 3970 4353 2950 3460 3970 4353 2950 3460 3970 4353
AGAG PRE '7t
AIC �
S '•.; 9'•.• ,�
STEP 4. SELECT FOOTING MATERIAL '.,��,y�0 0'f 0 •. \,�
Select one of the products and materials from Table 8 for the footings.
/�/I11111t11�11
TABLE 8.FOOTING MATERIALS
Material Appropriate Use Specification
Minimum 6"thick poured-in-place concrete pads,slabs,or ribbons with at least a
Poured concrete All soil types 28 day compressive strength of 3,000 psi.Cast-in-place concrete footings may also
require reinforcing steel based on acceptable engineering practice,the design
loads,and site specific soil conditions.
Minimum 4"thick nominal precast concrete pads meeting or exceeding ASTM C
Pre-cast concrete All soil types 90-02a,Standard Specification for Load Bearing Concrete Masonry Units,without
reinforcement,with at least a 26 day compressive strength of 1,200 psi
�^ Use in accordance with the pad manufacturer's instructions.Must be certified for
AB plastic Per Pad Manufacturer's use In the soil classification at the site,listed or labeled for the required load capac-
Instructions ity.May be placed directly on soil or concrete.
Propdetary systems Consult system manufac- Consult system manufacturer
turer
--...___. 30
Install Footings
owfootings be Concrb'te?
1111. YES, •• toFOOTING, •
00- • •• to Set
the o
STEP 5. SIZE FOOTINGS
Once the load on the footing and the soil bearing capacity are known,calculate the size
of each footing as follows:
1. From Table 9 determine if the pier is to be of single stack blocks(8 inch x16
inch)or double stack blocks(16 inch x 16 inch).
2. Locate the group of columns in Table 10 with the soil bearing capacity deter-
mined in Prepare the Site,STEP 5.DETERMINE SOIL BEARING CAPACITY
AND FROST LINE(p. 17).Use the next lowest value if the exact value does
not appear.
3. Find the row corresponding to the pier capacity required by Tables 5,6 or 7.
Then,read across the table to determine the minimum required footing area for
the corresponding pier capacity and soil bearing capacity.
4. The required footing size and pier capacity may be changed by selecting differ-
ent support spacing.
TABLE 9.PIER CONFIGURATION
Maximum load(Ibs)
Pier Con- Height Configuration Without With
figuration Mortar Mortar
Single stack blocks with long side
Single Less than 36 in' perpendicular to frame I-beam or 6,500 7,680
Stack parallel to perimeter rail(rim joist)
Double 67"Max. Double,interlocked blocks 13.000 15,360
Stack
Triple 67"Max. Triple,interlocked blocks 19,500 23,034
Stack
Double 108"Max." Double,Interlocked blocks NA 39,500
Reinforced
Single stack piers may be constructed up to 54"max.height only when installed as p
rimeter and rnardaq�e line support piers.
erence maximum allowable pier height with maximum floor height listed in
frame tiedown charts.If maximum height listed in frame tiedown charts is exceeded then
designs must be provided by a registered professional engineer or registered architect.
<VIIN
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AGRIC E
001.0 9•
31
Ph. 951-674-4oll - Fax 951-674�720
www.SedcoPier.com -sedcoPler@verizon.not
33320 Mission Trail-Wildomar, CA 92595
Max Pier Leads PSF
lilt 1 8011 Capacity(Psi) Design Load Ob)
2377
3565
2000 4753
7130
;.�,}� Q Can be used with concrete blacks or steel piers
i8.376 ab*5 MoWed in Pad
Model#BP1818
2) Smooth Side Down
3) Installer responsible for determining
soli bearing loads and capacities
4) Mant,rfactured bySedco Pier Inc.
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PlcrTiK
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Graf-Ia Con,"DDSH19S *U—SA*
Listing#1165
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14171?
SSt�NAL
4-40 147-41
I r' Ph. 951-674,4011 a Fax 951-674-5720
www-SedcoPier,corn a sedcopier@verizon.net
-- :_ .I 33320 Mission Trail -Wiidomar, CA 92595
Base Pad l ftlftl
'01 Model# BP1616
9. O I IIII IN JU ) W&01er Loads PSF
i
Soil Capacity(pso Design Load (lb)
1000 1778
1500 2667
.. _........... - I6.080 2000 3556
' 3000 5333
I
Can be used with concrete blocks or steel piers.
The pier is to be either a single open cell concrete
block configuration,a double stacked open cell
concrete block application,or a steel pier aplicatlon
(to be consistent with tho RADCO Listing#1355,
i section 5,d)
Secure metal piers to pad with:(CA only)
4•#.14 x 1.112'screws
or 4-##10 x 1-112"screws
Label Molded In Pad
1) Model#BPI 616
2) Smooth Side Down
p Q 3) Installer responsible for determining
soil bearing loads and capacities
4) Manufactured by
_i Sedco Pier Inc,
_. o
�dco Plr/n<.
5) ` Listing 41355
* S '100% Pr'erniurn -- M A D E ' Install per RADCO listing#1355 or manufacturer's
Grade Composites �� +USA*
ty p published installation instructions.
ENGINEER APPROVAL ._ STAVE APPROVAL
o 1�?'uz D Digitally signed
4�1 °F wAsti�yq�9 by Lorenzo Cruz
y Dimalanta
Date:
GIs 1� � 2019-10-18 16:
NAL 02:21
www.sedcopier,.com ® 95 i .674-4011
Plea 951-674 4011 d Far,9510674.5720
WNW.8edcoPiencom a sedcopler@verizon.net
33320laslioB3 rd'a9g Wifcioinar, CA:3295
Base Pad 24x24xj
t5J .
Max Pter Loa is FSF
i SDU Capacity(pao Design Load(lb)
D1000 4000
f
1500 6000
2000 8Q£t0
ts:,oac 3000
12000
Rj Can be used wMi concrete blacks or.steal piers
1 _ '
(� (Label itliallded in Pad
1) Model t BP242=1
2) Smooth Side Dovvn
3) installer responsible for determining'
soil bearing loads and capacities
4) Manufactured by Sedoo Pier Inc,
Y
8{Ra14'
Prey-Muni jrlri�� Q a
c] 7 Grado 4'Omposltea = ""
5) Listing nsm
A
ENGI ! APPROVAL STATE APPROVAL
co
t
141
fONAL Gti
PACIFIC CONSULTING ENGINEERS
2150 Bell Ave.Suite 145•Sacramento,CA 35838
i
PH.(916)664-6625