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HomeMy WebLinkAboutBLD2024-00637 MFG Home - BLD Application - 5/21/2024 MASON COUNTY Permit No:Pilo RUA-oo(Q� COMMUNITY DEVELOPMER C E IV E D Permit Assistance Center, Building,Planning MAY 21 2024 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFO @t NAME:EMPIRE HOME CONSTRUCTION,LLC NAME:MASON COUNTY EXCAVATING,INC MAILING ADDRESS:P.O.BOX 241, MAILING ADDRESS:30 E WILLCHAR BLVD, CITY:KELSO STATE:WA ZIP:98626 CITY:SHELTON STATE:WA ZIP:98584 PHONE#1:LOREN 360-751-1745 PHONE:360-490-3144 CELL: 360-490-3144 PHONE#2:DAVID 360-751-8062 EMAIL:MASONCOUNTYEXCAVATING@YAHOO.COM EMAIL:LORENDUVALL@GMAIL.COM L&I REG#MASONE915PM Exp. 3 Ti 8/26 PRIMARY CONTACT: OWNER p CONTRACTOR❑ OTHER❑ NAME DAVID DUVALL EMAIL DAVIDLDUVALL80@GMAIL.COM t� MAILING ADDRESS PO BOX 241 CITY KELSO STATE WA ZIP 98626 PHONE 360-751-8062 CELL SAME ((,� PARCEL INFORMATION: _ \� PARCEL NUMBER(12 Digit Number) 32021-53-04034 ZONING RR LEGAL DESCRIPTION(Abbreviated) SHORECREST ADD REPLAT BLK:4 LOT:34 FIRE DISTRICT FD5 SITE ADDRESS 220 E BRIDGER LN CITY SHELTON DIRECTIONS TO SITE ADDRESS Follow WA-3 N,E Agate Rd and E Crestview Dr to E Bridger Ln IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:30 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW 0 ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)RESIDENTIAL IS USE: PRIMARY❑ SEASONAL[I NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES(Whole Bldg)I] YES(Part(sl of Bldg)❑ NO❑ DESCRIBE WORK NEW MFH SOUARE FOOTAGE: (proposed) 1ST FLOOR 1296 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK 32 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE CLAYTON MODEL UNDER PRESSURE yEAR2024 LENGTH 48FT WIDTH 27FT BEDROOMS 3 BATHS 2 SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC 0 SEWER❑ / NEW(] EXISTING❑ PLUMBING IN STRUCTURE? YES I] NO❑ Ifj,es,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOE] EXISTING SQ.FT. EXISTING BEDROOMS 3 PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 OWNER acknowledges that 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 and 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 legal representative,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 pernittapplication becomes null 8 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X - ZLi Signature of OWNER(M6st "igned by the OWNER) Date DEPARTMENTAL REVIEW t APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 30 40 PLN SETBACKS N m Front(E):15' V < Sides:7' nm r ( 1 ' Rear:20' r t ii �' U��,J f l� 'all setbacks measured from the farthest D m i�2 projection of the building --I Z ` 'subject to EH setbacks z E _ateAq ; C) I `� �U� � - ccti t�cn�StiGccaN o ? tAN��� M 1�; �i'k j.. 3-102t-53'C4C34 . m � �U�2� Ft2 t�ti. o 1071V �e- Say � � v 10 r / SIM)s Z CD � o m n W AUdio-VisUal fl�21 3 NM ; / I Cleanout CD c N o CD y o / / / O3 1200 Gallon Septic Tank 10 R < .� 2-Compartment with 3 Q- w Effluent Filter ./ 'y O 10/00 Gallon Ftiuip Chairtbe Valve Control Box EH APPROVED 1 r��`l D F. TR�� G� v Rhonda Thompson 06/21/2024 ' ISON fVI EH Setbacks " A.) Drainfield/Reserve requires 10'setback from footing/foundations B.)Septic tank(s)requires 5'setback from all footing/foundations C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area 5/20/24, 1:03 PM , 27x48 4Jnder Pressure.gif TEMPO SERIES 27x48 Under Pressure 2 7 WIDE 3 BEDROOM,2 BATH-1,280 SQ. FT. --,EIVED MAY 21 2024 n 15 W. Alder Street Waa W-18 W-63 m WASH DRY u�W --_ _ PRIMARY \- -UTILITY _ KITCHEN - — FLEX 3 BEDROOM -8'-0'x 12'-5' 3 10'-9"x 12'-6' wo BEDROOM 3 BEDROOM 2 LIVING ROOM 9'-0'x 12'd' 60'Tuo/Shower 9'-0'x 12'-6' 16'-2"x 12'-5' 3 \ =w� W&3 1 RELOCATE OPTION WA3 W-w REV.Yf7lL0Y3 DS https://drive.google.com/drive/folders/1 zg220skoOR9wxvbgpTWvUXA514Xbkk3K 1/2 �)LJO Ro U-M(_e5l Mason County Building Division RECEIVED y�® MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS 13 ®� MAY 21 2024 UNIT INFORMATION: *****Snow Load 30psf Make CLAYTON Model UNDER PRESSURE Year 2023 O 1 5 W. Alder Street Square feet 1296 Width 27FT Length 48FT Single/Double/triple-wide(indicate) NEW or Replacement(indicate) All footings must be min. 12" below natural grade within 24"of the skirting when perimeter blocking is required. When a relocated unit AND the manufactures specification are not available the HUD 24 CFR 3285 must be used for required pier plan standards and set-up Allowable Pressure(Pound Per Square Foot)No Allowances made for overburden pressure,embedment depth,water table height,or settlement problems Soil bearing is assumed at 1500 psi If set-up is using a greater soil bearing capacity a soil report from a design professional is required Fill(compact or uncompacted) Compaction Report required through Special analysis Peat or organic clays Compaction Report required through Special analysis SET UP SPECIFICATIONS: ® Manufacturer's Pier Plan O HUD24 CFR part 3285 FOUNDATION: Check the type of foundation and attach detail plans from manufacturer's or the ANSI A225.1/ HUD24 CFR part 3285 ® Pads O Concrete(pre-cast) ® ABS Pads (Poly) provide manufactures specification with capacities. O Continuous concrete footing(runners) O Slab ANCHORING: ® Ground O Magnum O Concrete-2500 PSI O 1-bolt O Expansion bolt For new units,this information can be obtained from the home retailer or contractor. Previously owned units,which manufacture's instruction are not available must utilize the HUD24 CFR part 3285 code for installation. Washington State law requires that a certified installer install manufactured homes. The undersigned I hereby acknowledge he/she does understand that the Mason County submittal and review processes will be based on the information provided herein and will be verified at time of inspection. X Applicant/Dealer/Installer(indicate) Date - �� t Name EMPIRE HOME CONSTRUCTION, LLC Parcel# 32021-53-04034 BLD# ±-O BUILDING Mason County Department of Community Development RECEIVED Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code, Title 14, Chapter 14.48 a stormwater site plan is required whenever a buildin appn,�lii'c�tion 's made for residential development, or redevelopment', with more than 2,000 square feet of impervious fa ?er Street 'Redevelopment means,on an already developed site, the creation or addition of impervious surfaces,structural development including construction, installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios, driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area All dimensions in feet Buildings 49 X 28 = 1372 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways 30 X 15 = 450 X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks 4 X 4 = 16 4 X 4 = 16 Any paved, gravel or packed area per definition X above table = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 1854 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read, acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor. I further acknowledge that tbe,information provided is accurate and employees of Mason County are granted access to the above- described property fo revi nd inspection as may be required. X Owner/Agent/Contractor(circle one)Date: fj 61 If the Total Impervious(Furface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name EMPIRE HOME CONSTRUCTION LLC Parcel# 32021-53-04034 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: httv//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions, guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail: P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact 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. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one) Date: Page 2 of 2 Ground Foundation System Installation Instructions for Wind Zone 1, 11 & III Except Florida and California p PR©FF �.. By Tie Down Q �NGINCF9 Sip9 I � iY 15391 PE _ r �OREGON ACJ car Xi2 l EXPIHATIUNDATE:12-31-25 Ground System _ �-� '`� �� _ � .._.— i (For Block) v - Jan 02,2024 PTdy C.FAR., ' y WA, sy Xi2 Ground System ��oV AS l G with Longitudinal 5tabilizaj E IV E D � (One Longitudinal Strut for Wind 261je IG Xi2 \ Two Longitudinal Struts for V..' Ground System �(For Steel Pier) Wind Zones II&111, (shown AboveJMAY 21 2024 ��O p�26688 E� �,%" s'S��NAL��G • Install in any type soil, 4B (175—275 lbs.)or better. REQUIREMENTS 615 W. Alder Street • Main Rail spacing must be 75.5"—99.5", 112"exception with proper strut. Jan 02,2024 • Maximum Pier height at system 48",with 6" maximum rise from the location of the system to the end of home. For all other piers use the manufacturers set up instructions. • Wind zones II&III (100+mph)require vertical sidewall anchorage for uplift, check local regulatory agency or manufacturer's instructions for requirements. • Maximum vertical projection at sidewall is 9' wall and roof rim (9' wall and 12" eave). Higher walls may be used, when possible for design loads to be adjusted accordingly. • Longitudinal strut angles need to be no more than 50 degrees and no less than 25 degrees. See page 4. • The Xi2 ground pad is installed under, and serves as the footer for one of the piers required by the home manufacturer installations instructions. No other pad needed at this location. • Two systems designed to work with each other must be place as evenly as possible. Measuring from the center of the block/pier on ground pad, systems are to be placed a minimum of 2' and a recommended maximum of 10'(when needed may be a maximum of the length of the home)from each end of the home as shown on pier placement chart.Additional systems per instructions, see page 4. Components of the Xi2 System such as the longitudinal strut and connecting hardware, may extend beyond pier location and can face in or out as long as both systems are facing the same direction. • For roof slopes greater than 20 degrees, (4.37"in 12" Pitch)see page 4. • This System only replaces normal lateral frame tie and or longitudinal end tie anchorage.The home manufacturer may require additional vertical anchor ties that are unique to a home's design.These locations may include shear walls, marriage line ridge beam supports, and rim plates. Check the manufacturer's installation instructions for set-up requirements. • Although soil is the recommended base for the Xi2 footing, properly selected and installed gravel may also be used.The gravel must be smooth (not crushed rock), clean, 3/8"diameter maximum, installed and compacted as necessary. Installing the incorrect gravel may not allow the system to obtain full design capacity. Xi2 components exceed HUD code 3280.306 g "Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coated."The Xi2 System complies with 24 CFR Part 3285 when installed in accordance with instructions provided by Tie Down. LL WARNING:This product can expose you to chemicals including Nickel,which is known to the State of California to cause cancer.For more information go to:www.P65Warnings.ca.gov Instruction#08108-D975,Rev.10/18/23 TIE DAWN 404-344-0000 • www.tiedown.com 605 Stonehill Drive SW, Atlanta, GA 30336 MANUFACTURING INGENUITY sales@tiedown.com Xi2 Ground System Installation 1. Identify the number of systems to be used on the home using the chart provided. 2. Identify the location where the systems will be installed. 3. Clear all organic matter and debris from pad site. Approx. 2" below grade or frost line. 4. A. For Zone I, Place u-bolt for lateral strut through holes in pad facing under home and perpendicular to the I beam, attach lock washers on u-bolt on top side of pad. Install longitudinal u-bolt in the same manner so it is facing parallel to the I beam. B. For Zones II & III, Place u-bolt for lateral strut through holes in pad facing under home and perpendicular to the I-beam, attach lock washers to top side of pad. Install double longitudinal placing u-bolts on both sides of pad facing parallel to the I beam. 5. Place pad centered under beam with the lateral strut bracket towards the inside of home. 6. Press or drive pad into the ground until top is level and flush with prepared surface, holes in the center of pan let you see if it is flush with ground. 7. Build pier according to State, local or manufacturer guidelines. (Figure 1) 8. Attach the telescoping lateral tube with the smaller and foot bracket to the u-bolt in the pad with nuts provided, then attach the larger flag end to the opposite I-beam using the "J" bolt over the top of the I-beam with nut& washer provided. (Figure 2) 9. Install a minimum of four(#14 x 1" tek screws) self-tapping screws into the holes provided in the lateral strut so that the two tubes are connected together with a minimum overlap of 4" to 6" (Figure 1) 1-314" Tube J-Bolt Nut & Washer Lateral Struts Strut (flag end) r.001-112" Tube 4-#12x1" Tek Screws 1-Beam Figure 2 U-Bolt&mounting Figure I Bracket Nome A Installation of Longitudinal System d ofwvc Ch �f' 10. Install frame bracket clamps to I-beam on inside of block/ pier. Do not tighten nuts at this time. 11. A. For Zone I, Attach longitudinal strut to u-bolt with ,. � foot against pad using nuts and bolts provided. B.For Zones II & III, Attach longitudinal Struts to u-bolts with foot against pad using nuts and bolts provided. ®� 12. Insert square end of strut in frame bracket clamp and attach with nut and bolt provided. Do not tighten at this time. 13. Pull the frame bracket clamp with fastened strut ® outward to remove any slack. N 14. Tighten all nuts and bolts on struts and beam clamps. Xi2 Ground Parts Detail Xi2 Ground System Part#59306 Includes: 5' Strut, pad & hardware. Longer struts available. 00 Longitudinal Stabilization Hardware Kit Part#59031 Includes: 1 I-beam bracket& 1 U-bolt Xi2 Ground System I with all nuts and bolts. Part#59306 • Struts for Longitudinal Stabilization Part No.Strut Length Pier Height Up To: 59330-30 30" 2 Blocks or 18" Strut Sold Separately 59330-39 39" 3 Blocks or 24" o o 59330-44 44" 4 Blocks or 32" ®�gill 59330-53 53" 5 Blocks or 40" 59330-65 65" 6 Blocks or 48" Longitudinal Stabilization® Hardware Kit Part#59031 Longer lateral struts and double beam hardware also available. Xi2 Lateral Stabilization Approved Anchor* with strap from i 45 to 90 degrees • • I ---[• I g I I � Xi2 Pier Placement I I I � I I 3rd System I If for Placement I I Wind Zones Single Section Home Double Section Home Triple Section Home &II 0 - 76' Box 2 Xi2 Systems 0-76' Box 2 Xi2 Systems 0-76' Box 2 Xi2 Systems Over 76' Box 3 Xi2 Systems Over 76' Box 3 Xi2 Systems Over 76' Box 3 Xi2 Systems Wind Zones Single Section Home Double Section Home Triple Section Home III 0-64' Box 2 Xi2 Systems 0-64' Box 2 Xi2 Systems 0-64' Box 2 Xi2 Systems Over 64' Box 3 Xi2 Systems Over 64' Box 3 Xi2 Systems Over 64' Box 3 Xi2 Systems For additional systems see the last page. *For Wind Zone I-approved uplift anchor and strap from 45 to 90 degrees, within 10'of end of home on single sections. NOTE: Diagram represents single section up to 16' width, double section up to 32'width, and triple section homes up to 48'width. o Page 3 0 Xi2 Longitudinal Stabilization for Wind Zone I, II & III When using longitudinal stabilization only, systems must be as evenly spaced as possible, no more than 10' from the end of the home. Longitudinal struts do not replace anchors on single section homes. �? =r � NOTE: On triple section homes in WZII &III an additional longitudinal system is required. It should be installed on the center section. Use One Strut (per end) Use Two Struts (per end) For WZI For WZ11 & III Xi2 System Requirements for Roof Pitches Higher than 20 degrees Module Wind Zone I Wind Zone II Wind Zone III Length Additional Systems: (Feet) 5:12 6:12 7:12 9:12 5:12 6:12 7:12 9:12 5:12 6:12 7:12 9:12 On a single section home the 3rd 34 2 2 2 2 2 2 2 2 2 2 3 3 system is placed in the middle of the 36 2 2 2 2 - 2 2 2 3 2 2 3 3 home. When using 3 or 4 systems 38 2 2 2 3 2 2 2 ---3---- 2 3 3 3 (double and triple sections) install 42 2 40 2_ 2 3 3 2 2—._._3__._ 3 3 3 3 3 2 2 3 2 2 2 3 3 3 3 3 on opposite corners, if needed, a 5th _.. 44 2 2 3 3 2 2 3 3 3^ 3 3 3 system would be in the center of the 46 2 3 _ 3 3 2 3 - 3 _. 3 3 3 3 4. . unit On either side. ----48 2 3-- 3 3 _ 3 3_ 3_ 3 3 _.3 4 50 3 3 3 3 3 3 3 3 3 3 3 4 52 3 3 3 3 3 3 _ 3 3 3 3 4 4 54 3 - 3 _ 3 3 3 3 3 —3 3�_�3 4 4 _ Strut Angles: 56 3 3 3 3 3 3— 3 3 3 3 4 4 Need to be no more than 58 3 3 3 3 3 3 3 3 3 3 4 4 50 degrees and not less than 60 3 3 3_ 3 3 3 3 3 3 3 4 5 25 degrees. If needed, tube 62 3 3 _ 3 3 �.3 3 3 3 4 __ 4 4 5 can be cut to proper length 64 3 —3 4 4 _� 3 3 4 4 4 _ 4_ 4 5 and a new hole drilled 66 3 3 4 4 3 3 4 4 4 4 4 _ 5 68_ 3 4_ 4 4 3 4 4 4 4 4 5 5 according to chart on below. _ 70 3 4 4 4 3 4 4 4 4 4 _5 5 1 17132„ 72 3 4 4 4 4 4 4 5 4 4 5 5 Strut --;- 74 4 4 4 -—5 -4 4_. 4 5 4 5 5 5 76 4--. 4 -.._ 4 5 4 _4 4 5 4 _.. 5 5 ---6 78 4 4 4 5 4 5 6 3/4";f-from end 80 4 4 4 5 —4- 4 - 4 - 5 4 .- 5 5. 6 TIE DAWN TIE DOWN, Inc. Manufactured Housing Division • Atlanta, Georgia 30336 www.tiedown.com • 800-241-1806 • 404-344-0000 ISO 9001:2015 Certification • ©2018 TIE DOWN, Inc. MANUFACTURING INGENUITY Part #08108 (D975) Rev. 10/18/23 Mq INX R PE!R.OVAI w- ADJUSTABLE STEEL PIERS & TOPS ✓G Q�EQQN '�`�,� GE1v MAL NOTES \ � !y 14, DESIGN LOADS: >k STEEL PIERS----------- 6,000 LB, RATED LOAD CAPACITY Z � lr2 18,DOO LB. MINIMUM TESTED LOAD CAPACITY STEEL PIERS SHALL BE COATED WITH RUST RESISTANT COATING AND SHALL PRO, BE LISTED AND LABELED FOR THE FOLLOWING LOAD: VERTICAL=6,000 POUNDS MAXIMUM RECEIVED, �� L �. 2541 MAY 2 1 2024 615 W. Alder Street A. ID OF WAgh � A �14176 i 0 �� �G751'E1Z� 4 a o StONAL EEO �J E) Continental Supply NW LLC 1570 Bishop Road STATE APPROVAL Chohalis,WA 98532 360-736-6424 / � l ' I � PACIFIC CONSULTING ENGINEERS \ / 9739 North Vista Drive Kingman,AZ 86401 PH 916.296-7376 Page 1 /4 JUST"LE STEEL PIES .CHASSIS BEAM MATING I&E SUPPQ$T SFP(TYPICAL) '=^":~ (TYPICAL) _,,..�µ -:;.�y�9� •. "'•rI•.'rPIM ,._•rL-'= '"� .• BASi PADS ARE SHOWN FOR or EA REA•I$ NOT CAVA ! CNwc at .ILLUSTRATION ONLY AND ARE ,.i USE Cc Er �oo NOT A PART OF THE PIER AP POST. 4 r, .... - PROVAL *��4QF N'15H•f7 I'4176 INSTALLATION INSTRUCTIONS ZIP%/ T 1. PREPARE A LEVEL SURFACE AT THE LOCATION OF EACH .PIER TO INSURE A FULL CONTAG'>=4R THE FOOTING PAD. USE THE APPROPRIATE SIZE PAD FOR THE LOAD REQUIRED. REFER TO THE MANUFACTURERS SET UP MANUAL FOR SPECIFIC LOAD$ AND FOOTING SIZES. 2. SELECT THE APPROPRIATE SIZE PIERS FOR THE INSTALLATION BY DETERMINING THE PIER HEIGHT AT EACH SUPPORT LOCATION. MEASURE FROM T14E TOP OF THE PAD TO THE BOTTOM OF THE CHASSIS BEAM TO INSURE. THAT HEIGHT IS NO GREATER THAN 32". 3, SELECT THE APPROPRIATE TOP FOR THE CHASSIS BEAM OR MATING LINE, THE MAXIMUM ADJUSTMENT ON THE THREADED ROD ADJUSTER FOR CHASSIS BEAM SUPPORT IS 2. WHEN MORE HEIGHT IS NEEDED USE THE NEXT TALLER SIZE SUPPORT'PIER. 4. PLACE THE PIER SUPPORT IN THE CENTER OF THE SUPPORT PAD. WHERE REQUIRED BY LOCAL CODE, ATTATCH THE SUPPORT PIER TO THE PAD USING APPROPRIATE FASTENERS. CAREFULLY ALIGN THE SUPPORT PIER AND TOP UNDER THE CHASSIS BEAM OR MATING LINE AND TIGHTEN UNTIL SNUG PLUS 1/2 TURN. 5. REPEAT THIS INSTALLATION PROCEDURE WITH EACH SUPPORT PIER. AFTER. ALL THE SUPPORT PIERS HAVE BEEN INSTALLED, AND THE HOME SET UP HAS. BEEN COMPLETED PER THE MANUFACTURERS SET UP INSTRUCTIONS, YOU MAY THEN REMOVE THE SAFTEY BLOCKING OF OTHER DEVICES USED TO LEVEL THE CHASSIS. Laboratory Testing Report PEER IDENTIFICATION Part No. Stand Sixe..Samaple#1 Sample#2 Sample#3 TA P 30M 8" 23;100 24,600 23,200 CSNW Chehalis,WA SERIES 3000-M H PIER 3010 10" 25,130 25,950 24,320 RIOTED 6.000 LBS. 3012 12" 27,200 26,500 26,300 TESTED 13.000 LBS.C.T.C. LIST No. 0123 3014 14" 27,700 28,175 26,175 3016 16" 28,250 27,700 23,400 �<,Vo PRO , 3018 18" 26,400 33,300 25,500 ��`S acA\N£F,p 3020 20" 24,950 25,000 23,225 4 1462 yr 3022 22" 20,500 22,400 24,200 3024 24" 22,225 21,650 23,000 �� OWN 3026 26" 22,250 21,500 1%700. �Y 14, 1'.4 rf 3028 28" 20,550 23,720 21,310 3030 30" 22,950 26,5SO 21,S00 3032 32" 21,200 22,000 21,900 QED PROFIc 3034 34" 20,900. 21,200 21,000 3036 36" 201500 19,900 19,800 4 p99rf OF 10a��� Page 2 14 A. D��� Adjustable Steel Tops (40 EFL; a 1462 Q ✓G DRE6UN suit oq TOP r screw on Tap Y. 44006 140 D t� - �p PROP } sir uVTop 5"LockTop.511der \c,O ��GI.NL�, #4003 a4004 417r� PSI. D Of die Top #4002 i A 1417 �pl�,f�jf'1ST 3��Sw i S'5W)NAL Installation ji-istruct10115 n4002-Place saddle top flush against main chassis beam and or mating line-iv1axiirum height adjustment of top is Z #4003-Place"C top flush against main beam-alternate'L:top direction every other pier-Maximum height adjustment of top is 2". #4004-5"lack top sliderattach bolt on top to"I"beam with(2)3/8"bolts and nuts,with 2nd 3/4"not, . attach bolt on top to pier-Maximum height of top'is 2". it4005-Attach bolt on top to,"I"beam with(4)3/8'bolts and nuts-With 2nd%"nut,attach bolt on top to pier-Maximum height adjustment of top is 2" #4006-Attach screw on top.to main chassis beam with(4)#12 SMS TEK Screws.When used at mating line,attach with nails:or screws.Maximum height adjustment oPtop is 2" Base pads are shown for illustration only and:are not a part of the pier approval. Residential F.IoorJoiht , ,. Support . Deck Support Page 3/4 SYSTEM SET BOLT-ON TOP (TYPICAL) NOTES STEEL PIER CHECK MANUFACTURED HOME SET UP INSTRUCTIONS (6,000 LB RAPED) FOR LOADS AND LOCATIONS. A :i �1 W A, v,tcD PROP, ss� 2541 .e 141 yP, �� 1tS2 �9j ° a� Of�LCISTL1t� OF 14� �� -. yam, SSIONAL LT` p Ililill , �a `®a lip LZ . 19 • \r r\a:o .. \a\�A. •� ♦� \v\r \�. \s\"" \v \ I , "\ e STATE APPROVED \\\\yS S Tested—Listed—Labeled \+ Stamped in Base Plate D \� �— frir \� Tin rl I , *.8,000 I.B. RATED 3-1 Safety Factor •HOLES PRE—PUNCHED In base ,for easy attachment to pad or footing rim BASE PADS ARE SHOWN FOR ILLUSTRATION ONLY AND ARE CHASSIS BEAM NOT A PART OF THE PIER APPROVAL SUPPORT MATING LINE MATING LINE SUPPORT SUPPORT Page 4/4 64 aba� oa I Zip Ph. 951-674-4011 • Fax 951-674-5720 I .r i www.SedcoPier.com • sedcopier@verizon.net L _ _ _ _ _ _ _ _ _ 0 33320 Mission Trail • Wildomar, CA 92595 .201 Base Pad 16x16x1 .930 Model# BPI 616 T 201- - Max Pier Loads PSF L®' G MAY 11 2024 Soil Capacity (psf) Design Load (lb) 1`3 U I 1000 1778 615 W. Alder Street 1500 2667 �-- - 16.080 — 2000 3556 3000 5333 Can be used with concrete blocks or steel piers.The pier is to be either a single open cell concrete block configuration,a �O l- double stacked open cell concrete block application,or a steel pier aplication(to be consistent with the RADCO Listing �1.6� Q #1355,section 5,d)Secure metal piers to pad with:(CA only) 4-#14 x 1-1/2"screws or 4-#10 x 1-1/2"screws Label Molded in Pad 1) Model # BP1616 2) Smooth Side Down 16.080 3) Installer responsible for determining soil bearing loads and capacities , 4) Manufactured by Sedco Pier Inc. 5) ' ` 3 Listing#1355 ,.9 6) It is permissible to double stack the o under the concrete block or steel piers used for support of manufactured homes or commercial .� o modular buildings. Both pads are to be placed =� 100/o Premium MADE smooth side down. Secure the pads together Grade Composites �--- *USA* with 4-#14x1-1/2"screws or4-#10x1-1/2" For more information go to www.P65Warnings.CA.Gov screws approximately 2"from the corners. ra `� 5s\� I ER APPROV D P�Op,' oR �oLr tg,%vonaI Erto �y-� Rf 79196 4 e 8 —t C� C9 r1 C' nr <U YURIANTO Q 94342PE YURIA[4TO 18147 O OREGON '�] S6776 TAT P1 O G ✓q °� � l OF NA USA �'11V TOYUR\P\J Pi /V)'o U�\PrySfO_ .L y Yuri at 9:01:53 PM,8/22/2023 By Yuri at 9:07:15 PM, 8/22/2023 G=01EE1r:Qb1V CO y Yuri at 9:19:48 PM 812212023 NO 0 LICE YURIANT0 � S\ONAC E i at 9:26:17 PM,8/ 20: 0 YU'-;rFo v', YURIANTo J\ • tit! Exp,JUNE A 2024 Z .� 0048658us CIVILr No.s7i3so1 2202 STRUCTURAL p YURIANTO YURIANTO; /ONAtE www.sedcopi .674.4 TE OF VKP Rev 8/23 INSTALLATION INSTRUCTIONS FOR BASE PADS 1. Base Pads are to be installed with the smooth side down and grid side up for both concrete and metal pier use. Both concrete pier ( single and double stacked ) and metal pier must be centered on pad. 2. Space piers per home manufactures installation instructions or local or state requirements. 3. The ground under the Base Pad must be leveled, evenly compacted, and free of any vegetation or objects that interfere with leveling. 4. To determine proper size Base Pad to install test the soil bearing capacity. A pocket penetrometer may be utilized to determine the soil bearing value. General Notes 1. The maximum load of any intermediate soil value may be determined by the average of the next lowest and next higher soil values shown on cart. 2. Pad measurements are shown in nominal dimensions and may slightly vary. 3. In areas susceptible to frost heave, the Base Pad must be installed at the specified frost line or protected from the effects of frost by an alternate approved method ( Frost Free Foundation and / or Frost Protected Shallow Foundation ). ENGINEER APPROVAL l*Ono� q AZ CO EE, �p,Da L/C \ONAL FCC ID r� SE R S, NV `« 74196 ��f C�\•A��O Y(%9��F0 Ott NS� i2� 4 YURIANTO :o YURIANTO a •2 �2: a YURIANTO YURIA TO i}0048658 18147 w .Wink 30,2024 m GMU �c 0" �p STRUCTURAL F O 2`ONA L3 ON7 E 9igNT0 YUR\P� A►0. 2`5 By Yuri at 9:01:55 PM,8/22/2023 By Yuri at 9:03:43 PM, 8/22/2023 By Yuri at 9:07:19 PM, 812212023 � By Yuri at 9:13:18 PM, 8/22/2023 Ep PROFFS OR SS�0NALF,v UT , WA ►N FF Of WAS 94342PE No.9713901-2202 ) 0 C7 } Digitally signed by ---- YURIANTO YURIANTO Il YUrlanlo Yurianto Yunento C_OREGON ►—�� DN cn=Yurianto Yurianto c=Us o=Unaffiliated 56776 � Yurianto oiceFzs woon�n212se 9� N 8, Reason:I am the author '1/�/ uZP �i` �F r$sc8t of thisdocument T O Y U(� �.\C} Location: t Date:2023-08-22 By Yuri at 9:19:44 PM, 8/22/2023 By Yuri at 9:21:52 PM, 812212023 21:32-0e:00 � By Yuri at 9:23:16 PM, 8/22/2023 Ph. 951-674-4011 • Fax 951-674-5720 www.SedcoPier.com • sedcopier@verizon.net _`_ _ _ _ - v 33320 Mission Trail • Wildomar, CA 92595 Base Pad 18x18x1 Model# BP1818 .218 Max Pier Loads PSF 218 9 0 Soil Capacity (psf) Design Load (lb) 1000 2377 1500 3565 18.375 2000 4753 .206 —.206 _ 3000 7130 .230 Can be used with concrete blocks or steel piers a D Secure metal piers to pad with: 01.818 4-#14 x 1-1/2"screws or 4-#10 x 1-1/2"screws R1.127 _ Label Molded in Pad 18.375 1) Model# BP1818 2) Smooth Side Down 3) Installer responsible for determining soil bearing loads and capacities a13.593 D 4) Manufactured by Sedco Pier Inc. spj® 5) Listing#1355 7,777 -0 6) It is permissible to double stack the[;. „ o under the concrete block or steel piers used for support of manufactured homes or commercial modular buildings. Both pads are to be placed 16 Grad Premium MADE smooth side down. Secure the pads together _0 Grade Composites *USA* with 4-#14xl-1/2"screws or 4-#10xl-1/2" For more information go to www.P65Warnings.CA.Gov screws approximately 2"from the corners. «A NAZ �S\°N E E R AP P R LROFFS oR 79196 Q -- �� O\ ��G 94342PE��� /O2 `•' of > 'tr YURIANTO a v� �� �' % m r� YURIo 18147 OREGON 6aeD OF SOP �O G ✓qN 1°� �O S6176 P /q/VT0 YUR\P� 8 2� �p� 0,�� �Fss,1a<v By uri at 9:02:08 PM,812212023 By Yuri at 9:07:26 PM, 8122120 3%N.EER- NV NT° Y UR t���' CO Yuri at 9:19:55 P 2023 -- ` �p,DO LIB YURIANTO SS\ONAL �0•.••••••.•F�/s G Yuri at 9:26:35 PM, 812212 23 moo.:��o Yu Fo r YURIANTO o� Q i9•� ExP_IUNE A 2024 Z .0, 2• CIVIU j No.9713901-2202 }0048658 u; STRUCTUIRAL Q YURIANTO YURIANTO= - ,cry'-.. .:•� ko_ 253 /ONat E www.s e d c opkmr, 1 .67 . � Rev 8/23 INSTALLATION INSTRUCTIONS FOR BASE PADS 1 . Base Pads are to be installed with the smooth side down and grid side up for both concrete and metal pier use. Both concrete pier ( single and double stacked ) and metal pier must be centered on pad. 2. Space piers per home manufactures installation instructions or local or state requirements. 3. The ground under the Base Pad must be leveled, evenly compacted, and free of any vegetation or objects that interfere with leveling. 4. To determine proper size Base Pad to install test the soil bearing capacity. A pocket penetrometer may be utilized to determine the soil bearing value. General Notes 1 . The maximum load of any intermediate soil value may be determined by the average of the next lowest and next higher soil values shown on cart. 2. Pad measurements are shown in nominal dimensions and may slightly vary. 3. In areas susceptible to frost heave, the Base Pad must be installed at the specified frost line or protected from the effects of frost by an alternate approved method ( Frost Free Foundation and / or Frost Protected Shallow Foundation ). ENGINEER APPROVAL lasps�n�IlFng��e AZDO Ll CO S�ONAL F ID ,tit4r-E NV �Qco�� if Icar�ca®�`�� OQ`a.....CF�ji�, �GENSF VCi ti, �9,'• 79296 �:���D Y�q;;moo o - 2� YURIANTt7 YURIAwTo ;Q �2: a YLJRIANTO Q YURIA TIO :}0048658 u 18147 ,.ru�ae moo.z�24 rn CIVIL.! �c STRUCTURAL ::Z OF DMA U P �ONA�E ��\� LG�/ _ TO YUR\ a. T5 y Yuri at 9:02:10 PM, 812212023 By Yuri at 9:03:56 PM, 812212023 By Yuri at 9:07:30 PM, 8/22/2023 �EG pN FF$So OR ��55\ONAC ENG� UT WAS By Yuri at 9:13:35 PM, 8/22/2023 !.� �=�. f t Digitally signed by 94342PE �' 9 Yurianto Yurianto No.97139Di 2202 T Yurianto DN:cn=Yurianto YURIANTO YURIANTO• Yuriantoc=us �' � r� �' Yurianto o=na141i10D000001766 OREGON S6776 f+ ?4 07CBF2500 O0000 (/ ✓,9 �j ,`� ,• ( `� !� Reason:I am the author of this document OF V�P� Qi f i �3L> Location: �', e :•' 1 Date:2023-08-22 O Y .,r., *�""�"}"— 21:33-05:00 By Yuri at 9:19:52 PM, 812212023 By Yuri at 9:22:17 PM, 812212023 By Yuri at 9:23:04 PM, 8/22/2023 low Ph. 951-674-4011 Fax 951-674-5720 www.SedcoPier.com • sedcopier@verizon.net _ _ _ _ - 0 33320 Mission Trail • Wildomar, CA 92595 Base Pad 24x24x1 Model# BP2424 Max Pier Loads PSF 24.125 - Soil Capacity (psf) Design Load (lb) 19- 2 - 1000 4000 1500 6000 15O '5R7, 2000 8000 D a 3000 12000 V/ 11 /0 1 Can be used with concrete blocks or steel piers Secure metal piers to pad with: 1s.00 4-#14 x 1-1/2"screws 12.000 or 4-#10 x 1-1/2"screws 10.000 Label Molded in Pad 24.125 1) Model# BP2424 2) Smooth Side Down o3) Installer responsible for determining D aD soil bearing loads and capacities . . 4) Manufactured by Sedco Pier Inc. SPI. 5) . Listing#1355 . 6) It is permissible to double stack the f ' � under the concrete block or steel piers used for support of manufactured homes or commercial .� modular buildings. Both pads are to be placed � . 100% Premium ��.._.R. MADE smooth side down. Secure the pads together Grade Composites ,..-- --- *USA* with 44141-1/2" screws or 4-#10x1-1/2" For more information go to www.P65Warnings.CA.Gov screws approximately 2"from thec Wer Ian i F,� AZ �5 ,\oE N E E R A P P R O D PR OF�SS/ +veyc 79196 YURIANTO 44342PE 18147 _ _ YURIANTO 56776 !4111 OREGON �0 fs- O F\OP �O qN 8 2p1� 'A, .p 0 L . `oaEf> /q/V7-0 YUR\P� N TO YV�\P� By Yuri at 9:06:09 PM, 8/22/202 8uri of 8:59:23 PM,8/22/2023 P� YURIANM ri at 9:08:56 PM, 8/22/202,hy Yuri at 9:09:56 PM, 8/ 20; Q"� NO C/ CO YURIA!TT -^ UT o��� •�F2s u Exp-Ju E 202a cgs\ONAL�iVci 9%y: STRUCTURAL Z i>-0048658u= No.s»aso1 2202 251y ;YURIANTO YURIANTO; ANAL Ets Xurt arIPM1773 P T E OF u P www.sedco{�ier.com • 4.4011 qT � Rev 8/23 INSTALLATION INSTRUCTIONS FOR BASE PADS 1 . Base Pads are to be installed with the smooth side down and grid side up for both concrete and metal pier use. Both concrete pier ( single and double stacked ) and metal pier must be centered on pad. 2. Space piers per home manufactures installation instructions or local or state requirements. 3. The ground under the Base Pad must be leveled, evenly compacted, and free of any vegetation or objects that interfere with leveling. 4. To determine proper size Base Pad to install test the soil bearing capacity. A pocket penetrometer may be utilized to determine the soil bearing value. General Notes 1. The maximum load of any intermediate soil value may be determined by the average of the next lowest and next higher soil values shown on cart. 2. Pad measurements are shown in nominal dimensions and may slightly vary. 3. In areas susceptible to frost heave, the Base Pad must be installed at the specified frost line or protected from the effects of frost by an alternate approved method ( Frost Free Foundation and / or Frost Protected Shallow Foundation ). ENGINEER APPROVAL � AZ ID �;� 6oa .10 �5 i, 00- LIC CO \ONAL Fti °ya� �! Ihey �4�` p�• \ y-'S1` !� G E N SOy/ c- � Dig:i ally signedby t 79196 anto Vunanoto : Yuriant V =VunanDN YURIAN Vo=Unanto c=US naffiliated YURI 658 0 ou=A01410D000 0 0176A —C 807CBF250000A7A2 Yuriant Reason:l am the •� - --�-• �- author of this document C�. '• �� L y S•� � �TA P�O ae 20Q D : 23-0 e-22 Ea TFOFVD 21:33-05:00 A ONA NTQ YUR\P� By Yuri at 8:59:28 PM, 812212023 By Yuri at 9:03:15 PM, 8/22/2023 By Yuri at 9:05:52 PM, 8/22/2023 NV �,tiNE�R 4 � ?,ED PROF OR S s\pNAL F UT � U WA YURIANTO YURUINTO 'R 94342PE G9 M00f3%2024 � '�` No.9713901-2202 '* CMIJ — YURIANTO YURIANTO; STRU ✓OREGON O ----�— 55776 � G�i qN 8 2oti� �'� ••. •' �s'D�'�r�1fa�° Gti� Ham. 2r—'-N""� qNT0 YU�\P `S�C)NAL By Yuri at 9:11:02 PM, 8/22/2023 By Yuri at 9:11:10 PM, 812212023 By Yuri at 9:10:48 PM, 8/22/2023 By Yuri at 9:11:28 PM, 81221202