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HomeMy WebLinkAboutBLD2024-00861 MFG Home - BLD Inspections - 4/9/2025 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 SHELTON:360 427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building,Planning,Enviraimental Healtlw 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 BLD2024-00861 Date Issued 0 8/1 612 0 24 Issued By Project REMOVE EXISTING MFG HOME AND REPLACE WITH NEW Site Address 60 E LANSKY DR Applicant WILSTON ET AL AARON&NICHOLE Contractor Contractor Phone Prima Code 2018 IBC,IRC,IFC,IEC,IMC,& Type Primary UPC YP 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 Building Building Official: Community Services Designee Department 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 Manufactured Setbacks Setup p 3u�7, Home .J1211.a.0\M,� p `rn1 /IO 2-5— _ Concrete Foot/Runners' Final 2 Other ( G ZS <14 126- -'YL S."��- MASON COUNTY INSPECTION RESULTS Pagel Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St,Shelton,WA 98584 Ppma nss,�t—Center,&uddinL Pi,,,,„a (360)427-9670 ext 352 Application# BLD2024-00861 Application Type MANUFACTURED HOME Owner WILSTON ET AL AARON& NICHOLE Parcel# 220245000003 Site Address 60 E LANSKY DR SHELTON,WA 98584 '. tC �iQIRlBilt s Is �_.-�.f�,.�,, t :.%�:_a 3�,x.x_<-<>s �,+.r,� ...-Y ,..f� ✓ :�e'`...'� ... q,c, a,-.. ®... ..-A iXw.,.4. L �....�.. .. .<> .. -,. N ",�`.a ", 12/13/24 NN 1.ABS PADS HAVE BEEN USED TO SET THE HOME.PLEASE SUBMIT ALL LOAD INFORMATION FOR THE USE OF PADS INSTEAD OF CONCRETE. 2.METAL JACK STANDS HAVE BEEN INSTALLED ALONG THE ENTIRE Nicole Norris FOOTING INSPECTION 12/13/2024 FAIL MARRIAGE LINE AT 6'O.C.WITH 16"PADS.PLEASE SUBMIT ALL METAL JACK STAND LOAD INFORMATION. 3.SOME BLOCKS ARE LOOSE AND EASILY MOVABLE.PLEASE ENSURE ALL BLOCKS ARE SNUG TIGHT. CALL FOR REINSPECTION. �S Ct%A Jatlt 5 �� tv+�o Q-it'!''�iC bt L . �1C4� ✓Cfh t t..J O N�s/'�'t . Ph. 951-674-4011 • Fax 951-674-5720 www.SedcoPier.com • sedcopier@verizon.net 33320 Mission Trail • Wildomar, CA 92595 201 i Base Pad 16x16x1 --E- Model# BP1616 .930 .090 20 Max Pier Loads PSF Soil Capacity (psf) Design Load (lb) 1000 1778 1500 2667 1 --- 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 201 double stacked open cell concrete block application,or a steel 226 pier aplication(to be consistent with the RADCO Listing #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 Ad 3) Installer responsible for determining soil bearing loads and capacities 4) Manufactured by Sedco Pier Inc. 5) .i Listing #1355 6) It is permissible to double stack the _ Jo 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 f I ' =•" 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. o,e,�,onAi€� AZ 55�0E I ER APPRO / 0 PRO OR A �a GAP 79196 YURIANTO m a 94342PE YURIANTO 18147 __-may ,; ►' ORE ON " 56776 �► qR� `GNeo OF 10PP��� G.p��✓qN 8 5 ��ti S 2�NA +� ' NTOYUR NV PTO YV�\ w ' 1NEER{"{ T y Yuri at 9:01:53 PM, 8/22/2023 By Yuriat 9:07:15 PM, 81 212023 NG $T9 y Yuri at 9:19:48 PM /22/2023 �ND0 LlC 2v YURIANTO ���� (�`� S�ONAL F at 9:26:17 PM, 8/ /2023 ono .........F2 �o o �5.•• ''•�G,,y o YU9;SFo ,�� YURIANTO Q /� W Ezp 1UNt 30.2024 Z Q� �� i}00486580: 0 CIVIU �c No.9713901-22d2 �_•� �� STRUCTURAL �O ;YURIANTO YURIANTO: i /�NALE www.sedcopi Rev8/23 By Yuri at 9:03:49 PM, 8/22/2023 By Yuri at 9:13:10 PM,8/22/2023 By Yuri at 9:21:48 PM, 8/22/2023 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 y,onal Er, AZ COIS, I D >�Oj{��ER_ { NV ��p{® ,r,�, NOD LlC S\ONAL - tiN ST�'�w ....... NCB, 79196 '0 v�:P��O Y�Ri9,rc�0 0�� �YGENS � i,L� f,=� YURIANTO 0, YURIANTO ;Q 2. m ��lv, YURIANTO 11 It Yva o z}0048658�s a w Exp)UK 3U,ao2 rn 18147 crviU •' STRUCTt3RAt �4 f ,� �Ur1Ea _�lp., G'`FS•' ....•• v��� �G T�TFOF{DPI�� h 7�QfVA t9 S/DNALE� h'�gNTOYUR\P� r r.!�a. 35 By Yuri at 9:01:55 PM,812212023 By Yuri at 9:03:43 PM,8/22/2023 By Yuri at 9:07:19 PM, 8/22/2023 _ OR UT By Yuri at 9:13:18 PM, 8/22/2023 QED PROFF S�ONAL E WA 94342PE N0.9713901-2202 I i Digitally signed by YURIANTO YURIANTO i Yurianto Yurianto unanto Duso uri ntoYuna°to S6776 '�' ou=A01410D00000176B �. / Yurianto 07CBF250000A7A2 GL ✓�N$ 'Z,�1� �O •..-- Q Reason:l am the author �TgT�OF�(P� (C ��Gtg+Efi Q �l� of this document Location: N r O Y u R S'1C AL Date:2023-06-22 By Yuri at 9:19:44 PM,8/22/2023 By Yuri at 9:21:52 PM, 8/22/2023 * '_ 21:32-0500 By Yuri at 9:23:16 PM,8/22/2023 Continental Suppler Northwest LLC di PerimiLler Jack .accessory Structural Support GENERAL NOTES DESIGN LOADS: 2541 ,r- NThis plan is designed to be used with all standard chassis buildings. d�y��OF'1o �r�@ Perimeter jacks shall be listed and labeled for the following loads: A. OP o Vertical Load 6,000 lb. rated load capacity lexP .., 15,000 lb. min. tested load capacity Ri✓0 pRO. o Floor live load 40 PSF, 50 PSF o Roof live load 20 PSF, 40 PSF, 80 PSFWo Perimeter jacks sliall be manufactured from 1"x 1"x .109 tubing with a Y x l.0 5.5"x 10ga. base structural steel fabricated according to 1986 RISC specs and o ✓G! G2E�$4 1`�'� ` welded according to 1990 AWS specs. \Maximum length to be 36"tall Support pads for perimeter jacks shall be located and sized for the loads as shov:n in the manufactured home installation instructions. 7 j Carry all footings doNvn to firm,undisturbed soil. Footings shall extend below oe ti� sr�ll prevailing frost line where required by local and/or state ordinances and codes. Footings are designed for 1,000 PSF total soil beating pressure and shall be y compatible with local soil conditions. L � ya,7a O Concrete= 2,000 PSF @ 28 days ° €c1STCRti�ol�,w�� Perimeter jacks shall be coated with a rust resistant coating. ;y in areas where differential settlement(D.S.) can occur,perimeter jack can be c..3 re-adjusted. > Notice to contractors: It is the contractor's responsibility to verify all dimensions, loads and locations of perimeter support jacks. pLi li ETXr R 7AICK Sj7�nr�,�T Rim JOIST ) I C •X<OR 2 2XJ'S ON EDGE (NAILEO TOGETHER)spaU O FLOOR JOIST MINIMUM 2 FLOOR JOIST& OREGON-USE-X6 OR 2 2x68 ON EDGE(WAILED TOGETHER)SPA,N,G MINIFAUTA 2 FLOOR JOISTS JOIST _ 1• 10'U..IXIMJM ' .t. SFTB.C<FROu ENT? ViFW TACK Rr-CESS n RAci< CEO EOF FLOOR STI1F.VTP'W � - J` (TYF-:,;AL) (TYPICAL) FROM EDGF- (7F FI' (_)(-) (OPTIONAL) NQTL -� CONSULT WANUFACTURES SET-UP INSTRUCTIONS FOR LOADS ANO LOCATIO,JS OF PERIMETER JACK SUPPORTS.I.E.UNDER WINDOWS AND DOORS, PERIMETER JACK SPACING AND SUPPORT SCHEDULE 20-30 PSF ROOF LL 40-60 I'SIt'HOOF LL 80 PSF ROOF LA_ 1000 PSF SOIL BEARING 1000 PSF SOIL HEARING 1000 PSF SOIL BEARING SPACING 8'._ O.C• SPACING X-O-O.C. SPACING a'-O-O.C. PEIUwIETER ENCLO SURD FOOTING PERII.IETER ENCLOSURE FOOTIwO n¢gI:.IETHq L'rICIOSV RE fCOitI:6 CK OSIST T.ECOO P LUV CONSIST OF EITACR_- 3.tAV CONSIST OF 11THE2 1,O aEQUA'PT.PL0 0 PAD 1,Z R EQU2 s'P.T,\4OOD P^0 1,Z'alTX2a'P,T,WOO)►nO OR EQUAL 1 P CONC..PAD OR EQUAL Ya'PLY'lo.PAO OR EOU�U.3/�•PL`/`10.►+J].12r12'aa-DEEP CONC.PAD 2_2s'X24'YITUttH CONC.PAL) OR EOUI._c'lT 2.2a'a24':IZ�GCr 00—r�0 1 W.12'MOE 2. CO.�I .UOUS J. v.TDC CONTIrRJOUJ 6'tn CO FUOYIO',�S CCNCq ETC vCOO CONCRE It!FOOTWo CONCRR ETE FOOTING �.- „�.a' 0 `1 r-�-`• m i ET4GINEER .APPROVAL STEEL PIER ZEl ADJUSTABLE STEEL PIERS &TOPS `{ GENERAL NOTES DESIGN LOADS': y •STEEL PIERS----------- 6,000 LB, RATED LOAD CAPACITY 18.000 LB- MINIMUM TESTED LOAD CAPACITY PROS •STEEL PIERS SHALL BE COATED WITH RUST RESISTANT COATING AND SHALL BE LISTED AND. LABELED FOR THE FOLLOWING LOAD. c� d P1E VERTICAL=6.00GF POUNDS MAXIMUM 2541 p a�OF1QP �. i PL D 14176 � SfflNt1L EKO CK 0 � Continental Supply NW LLC 1570 Bishop Road STATE APPROVAL Chehalis,1NA98532 / \ 360 7365424 1 i 1 t } PACIFIC CONSULTING ENGINEERS \ 9739 North Vista Drive Kingman,AZ 96401 PH 916-296-7376 .Page 114 ADJUSTABLE STEEL PIERS _ _ J MATING LINE SUPPOR CHASSIS BEAM SUP (TYPICAL) l IP PEII t5 HOT `CAP f �.ID•.ds`'' - 1 Df RrACF6RC RID KJ _ �.EV43E,PADSARESriOWNF�OR Zj s ILLUSTRATION ONLY AND ARE PMt x d t D o NOTA PART OF THE PIER APPROVAL n 14176 �t'c FGISI'ERF'���� TONAL�TF INSTALLATIQN INr;jMQTI0NS ge4 I. PREPARE A LEVEL SURFACE AT THE LOCATION OF EACH PIER TO INSURE A FULL CONTAit 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- NG PIER Ww AT EACH 2. SELECT SUPPORT THE APPROPRI MEASU FIRO TIiE, OP QFPERS FOR THE TTHE PAD TBO THEEBOTTtOM OFETHE CHASSIS BEAM TO INSURE.THAT HEIGHT IS NO GREATER THAR 32:. MAXINUU 3. MENT ON THE THREADED ROD ADJAUSTER FORTOPOCHASSIS BEAM SUPPORT IS f-THE CHASSIS BEAM OR WHEN MORE HEI HT IS HF�DFSI USE THE NEXT TALLER SIZE SUPPORT PIER- RE 4 PLACE THE P H THE IER SUP T PRIER L CODE, IT0 THE PAD USING APPROPRIATE N T14E CENTER OF THE 1FASTENERS�E CAREFULLYEAUGN THED Bf ASUPPOR7 PIER -AND TOP UNDER THE CHASSIS SEAM OR MATING UNE AND TIGHTEN UNTIL 5NUG PLUS 9 J2 TURN. SUPPORT S 14AYE: 5. REPEAT T1 BEEN INSTIALLEO AND THE HOME ON PROCEDURE SETwrM UP HAS1BEEN COMPILETED AFTER PEit THE M.§ USED TO MANUFACTURERS BEEN INSTALLED, MAT THEN REMOVE THE SAFTEY BLOCKING OF OTHER DEVICEIN�MS USED TO LEVEL THE CHASSIS, PIER IDENTIT<ICATION Laboratory Testing Report STA, P Part No. Stand Size Samaple#1 Sample 42 Sample#3 CSNW Chehalis,WA 3008 8° 23,100 24,600 23,200 SERIES .3009-M H PIER RATED 6.000 LBS- 3010 10" 25,130 75,950 24,320 TESTED ta,000 L85 3012 12" 17,200 26,500 26,300 .0 T.C. LI57 N0. 0123 3014 .14" 27,700 28,175 26,17S ��t~D PRn 3016 16" 28,250 27,700 23,400 3018 18" 26,400 33,300 25,500 4 �C3452f� y 3020 70" 24,950 25,000 23,225 3022 22" 20,500 22,400 24,200 JG� 3024 24" 22,225 21,650 23,000 �y 14, loy r 3026 26" 22,250 21,500 19,700. 3028 28" 20,550 23,720 21,310 3030 30" 22,950 26,550 21,500 0 PROF 3032 32" 21,200 22,000 21,900 3034 34" 20,900 21,200 21,000 3036 36" 20,500 19,900 19,800 r Page 214 Adjustable Steel Tops R,U PROFF N EFL �. t3ok On lop Saew On rop Q✓G` DHEG6N �v x uus rnoa 9L Y 14, 1 — -- A. DpRo AH `cticc �DG NEr�sr xtooa too rop.sl der anros 541 A. D A.D. �- 44002 Top 1 A y4176� k1 y 5 OIVAL LAG Installation Instructions 4002-Place saddle top flush against main chassis beam and or mating line-Nia)dm um height adjustment of top is 2"_ U4003-Place"1'Top fiush against male beam-alternate'r top direction every other pier-TMaximurn he ght adjustment of top is 2'_ #4004-5"lock top slider attacP bolt on top to"I"beam with(2)3/8"bolts and nuts-with 2n'13/4"nut, attach bolt on top to pier-Maximum height oftopas 2". 84005•Attach bolt on top to"I'beam with(4)3/8'bolts and nuts-With 2nd Y"nut,attach bolt on top to pler-Maximum height adjustment of top is 2" #4006-Attach screw on topto main Chassis beam with,(4)412 SMS TfK Screws.When used at mating line,attach with nail^or screws.Nlaxlmum height adjustment of_topis 2" Base pads are shown for —� illustration only and are nota part of the pier approval. Residential FloorJoint Support Deck Support Page 3/4 SYSTEM SET BOLT-ON TOP (TYPICAL) NOTES STEEL PIER CHECK MANUFACTURED HOME SET UP INSTRUCTIONS (6,000 LB RATED) FOR LOADS AND LOCATIONS. p, D� W AS,- CO�`4F r:, �D PQpFs 2541 14176 0 �r �;�%rCz1NF�9 s✓ (P o �o• ��ctsls�1' G`�, 't:� 9 Q 9TF of 9\ C`` .tom-s" DNAL GCS I4,. pp��`� il;iill • \:\\`CIO.\ �� I5r 6Z sv1.el. \N"\> a STATE APPROVED Tested-Listed-Laheled _ � �n Stamped in Rase Plate L 6,000 LB. RATED 3-1 Safety Factor �� •HOLES PRE-PUNCHED _I In.base for e—y attachment to pad or footing C_ BASE PADS ARE SHOWN FOR ILLUSTRATION ONLY AND ARE CHASSIS BEAM NOTA PART OF THE PIER APPROVAL SUPPORT MATING LINE MATING I.INC 59TPQRT SUPPORT Page 4/4 INSPECTION RESULTS Pagel MASON COUNTY INSPECTION of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton,WA 98584 Felmit Assistance Center,budding,Plafming (360)427-9670 ext. 352 Application# BLD2024-00861 Application Type MANUFACTURED HOME Owner WILSTON ET AL AARON & NICHOLE Parcel# 220245000003 Site Address 60 E LANSKY DR SHELTON, WA 98584 mot: Inspector Inspection Type Date Status Comments,, ` \ Wow r .. e r ��,;w.,, ,� � , 12-20-24-JQ 1. No change since last inspection on 12/13/24 2. 16 x16 poly pads are across the entire marriage line 16x16 abs pads are rated for up to 2667 Ibs in a 1500 psf soil barring location and are too small for ALL MARRAGE LINE LOAD POINTS PLEASE REMOVE AND REPLACE WITH PROPERLY SIZED BASE PADS 3. Marriage line steel piers are rated for 6000 Ibs, remove and add double stack interlocked CMU block at B/C 9600 lb location 4. Marriage line steel piers located at D/E shall also be removed and replaced with single stack CMU block 7700 lb location 5. Setup manual not on site please have all paperwork and documentation on site at scheduled inspection Joshua FOOTING INSPECTION 12/20/2024 FAIL DO NOT SKIRT Quarders Call for reinspection when corrections are made before proceeding with any further work 12/13/24 NN 1. ABS PADS HAVE BEEN USED TO SET THE HOME. PLEASE SUBMIT ALL LOAD INFORMATION FOR THE USE OF PADS INSTEAD OF CONCRETE. 2. METAL JACK STANDS HAVE BEEN INSTALLED ALONG THE ENTIRE MARRIAGE LINE AT 6' O.C. WITH 16" PADS. PLEASE SUBMIT ALL METAL JACK STAND LOAD INFORMATION. 3. SOME BLOCKS ARE LOOSE AND EASILY MOVABLE. PLEASE ENSURE ALL BLOCKS ARE SNUG TIGHT. CALL FOR REINSPECTION. MASON COUNTY INSPECTION RESULTS Page Department of Community Development COMMUNITY DEVELOPMEW 615 W Alder St, Shelton, WA 98584 Permit Assatjme Center,auddmg,Plat, ing (360) 427-9670 ext. 352 Application# BLD2024-00861 Application Type MANUFACTURED HOME Owner WILSTON ET AL AARON & NICHOLE Parcel# 220245000003 Site Address 60 E LANSKY DR SHELTON, WA 98584 Inspector„ Inspection Type.:.. Date Status Comments 1-6-25-J Q 1. perimeter piers shall not have a span greater then 8' please correct(1) perimeter pier on north side of dwelling measurement is 9'4" please correct. 2. All single stacked marriage line piers are in a horizontal orientation to the marriage line please correct. Marriage line piers shall be perpendicular to the marriage line please address see setup manual for proper installation. Joshua 3. Frame piers shall have a continuous top cap to cover the entire CMU block (1) Quarders SET-UP INSPECTION 12/20/2024 FAIL frame pier has 1/2 a top cap please remove and replace with a new top cap and resecure wedges. pier is marked with a black x 4. Install Address on dwelling visible from the road prior to final inspection CALL FOR RE-INSPECTION WHEN CORRECTIONS ARE MADE BEFORE PROCEEDING WITH ANY FURTHER WORK. 12-20-24-J Q SEE FOOTING NOTES Ground Foundation System Installation Instructions for Wind Zone I, 11 & III Except Florida and California ID PROF By 'die Down �S���NG1NeF9ss/Qy Q� 15391 PE yr MA /z ORE ON �q)30 �4 c. f+aa Xi2 Ground System `• �• EXPIRAT{DN DATE 12 31-25 _ Mr (For Block) ° Jan 02,2024 GPM C.FIR�S ^' Xi2 Ground System ✓ � �°F WASH��c� with Longitudinal Stabilization IL (One Longitudinal Strut for Wind Zone I t. Xi N Two Longitudinal Struts for Ground System � Wind Zones 11&III, Shown Above]) K (For Steel Pier /ONAL�NG`� REQUIREMENTS • Install in any type soil, 46(175—275 lbs.)or better. Jan 02,2024 • Main Rail spacing must be 75.5"—99.5", 112"exception with proper strut. • 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/o 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. 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 DOWN 404-344-0000 • www.tiedown.com 605 Stonehill Drive SW, Atlanta, GA 3033,1 MANUFACTURING INGENUITY sales@tiedown.com w 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 la� Lateral Struts Strut (flag end) 1-112"Tube 4-#12x l' Tek Screws I-Beam Figure 2 U-Bolt&mounting Figure 1 Bracket Horne Installation of Longitudinal System End °f N° 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 t e u-bolts with foot against pad using nuts and bolts provided. 12. Insert square end of strut in frame bracket clamp :'fir?"`^' and attach with nut and bolt provided. Do not •. ,;:Y'y .: tighten at this time. 13. Pull the frame bracket clamp with fastened strut outward to remove any slack. N o' 14. Tighten all nuts and bolts on struts and beam clamps. 0 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 with all nuts and bolts. Part#59306 Struts for Longitudinal Stabilization Part No.Strut Length Pier Height Up To: i 59330-30 30" 2 Blocks or 18" Strut Sold Separately 59330-39 39" 3 Blocks or 24" 40 Co � 59330-44 44" 4 Blocks or 32" m 59330-53 53" 5 Blocks or 40" 59330-65 65" 6 Blocks or 48" Longitudinal Stabilization - 6;! Hardware Kit Part#59031 Longer lateral struts and double beam hardware also available. Xi2 Lateral Stabilization Approved Anchor' with strap from 45 to 90 degrees • • I • • I I I I I Xi2 Pier I I Placement I I I I I I I I 3rd System . • I I 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 111 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. N N *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 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. NOTE:On triple section homes in WZII 171r7 &III an additional longitudinal system 7r 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 LengthAdditional systems: 5:12 6:12 7:12 9:12 5:12 6:12 7:12 9:12 5:12 6:12 7:12 9:12 (Feet) 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 40 2 2 2 3 2 2 2 3 3 3 - 3 3 42 _2 2 3 3 2 2 3 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 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 according to chart on below. 68 3 4 4 4 3.__ 4 4 __ 4 4 _ 4 _..5_. 5 70 3 4 4 4 3 4 4 4 4 4 5 5 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 4 4 5 4 5 5 6 3/4",: -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 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 B DD2024-00861 MANUFACTURED]HOMEPROJECT DESCRIPTION: REMOVE EXISTING MFG HOME AND ISSUED: 08/1REPLACE WITH NEWSITE ADDRESS: 60 E LANSKY DR SHELTON EXPIRES: 02/1 PARCEL: 220245000003 APPLICANT: WILSTON ET AL AARON &NICHOLE OWNER: WILSTON ET AL AARON&NICHOLE MARGERY WILSTON MARGERY WILSTON SHELTON,WA 98584 SHELTON,WA 98584 1.360.507.6586 FEES: Paid Due Technology Surcharge $11.00 $0.00 Building Plan Review/Change of $135.00 $0.00 Use-Onsite Sewage State Fee-Residential $6.50 $0.00 Planning Residential Review $240.00 $0.00 Fee Modular/Manufactured Home $275.00 $0.00 Fee- 1st half collected at submittal Modular/Manufactured Home $275.00 $0.00 Fee-2nd half collected at ready to issue Totals : $942.50 $0.00 REQUIRED INSPECTIONS Setback Inspection Connection is to be verified by Health or Utilities Footing Inspection BLD-Final Inspection Set-Up Inspection CONDITIONS Printed by:Anna Schaffran on:08/16/2024 11:33 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 BLD2024-00861 * Any retailer, manufacturer or contractor who installs a manufactured structure warrants that the manufactured structure is installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured structure 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 certification 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 * 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. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620, ext. 630. * 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. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. * 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. * 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. 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. * 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 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. 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. * 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. Printed by:Anna Schaffran on:08/16/2024 11:33 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.masoncountywa.gov MANUFACTURED HOME BLD2024-00861 * 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. * 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) * 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. * 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. * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Code 14.28 and 14.17. * If you are installing a manufactured structure and no longer have the installation manual, you must use the instructions of the most current 24 CFR. * 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. * All other necessary permits from Mason County, Washington State, Federal Agencies, and/or other agencies/groups that are required for this proposed development and construction must be obtained PRIOR TO DEVELOPMENT AND CONSTRUCTION. Printed by:Anna Schaffran on:08/16/2024 11:33 AM Page 3of5 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 MANUFACTURED HOME BLD2024-00861 * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth, minimum 12 inches, shall be observed below grade in undisturbed soils. * 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 UNLESS OTHERWISE 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. * 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 contact the Mason County Public Works Department prior to construction at Ext 450 * All property lines shall be clearly identified at the time of foundation inspection. * PLN SETBACKS Front(S): 25' Sides: 20' Rear: 20' *all setbacks measured from the farthest projection of the building *subject to EH setbacks *ALL CHANGES ARE SUBJECT TO REVIEW AND APPROVAL * 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. Printed by:Anna Schaffran on:08/16/2024 11:33 AM Page 4 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.masoncountywa.gov MANUFACTURED HOME BLD2024-00861 I 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: V Date: g/lazzV Printed by:Anna Schaffran on:08/16/2024 11:33 AM Page 5 of 5