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Home My WebLink AboutBLD2022-01501 MFG Home - BLD Inspections - 7/29/2024 t MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 SHELTON:360 a27-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Buitdlnry Plennirtg,Fnvironmenwl Heslth,Community Healih 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 BLD2022-01501 Date Issued 01/12/2023 Issued By Project INSTALLATION OF MFG HOME Site Address 128 E Strong Rd Applicant ELLIOTT MACK D&LINDA A Contractor Contractor Phone Primary Code UPC 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 Deparnning tment Site Inspection 5 Fire Marshall Fire Apparatus Access Fire Sprinkler o Auto Fire Alarm Hood and Duct Other Final Building 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 Manufactured Setbacks Setu c Home �p'�`Z3 �EG p Concrete Foot/Runners Z Final 2 2 Other Mez3 Scz s� , �2 V.;\ 11 I e I Z3 5k �- h1e'uc 4 MASON COUNTY 360-427-9670 Shelton ext.352 360-2754467 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: j6LD ZOZZ-- n1501 ADDRESS OCATION: 12,a E . s4ywXX4 fU 6VA,, 6^ FINDIN 1 s ty 5(- Facr }O ► 2A C'FlZ or M4.►,.4AWC ScI uo fA&nU6rLt. . ASP ar6atr ►njj0Aj4haoe P4,,- LevML ck- AWriacK u)aVl pt44 s art- 94_A U.*4 4o I&_ in a► Itte"t or;e_n-4� �v g -� Ar�.� O vt.r r�L~ '1�.1:a�iri o� r��c.o3c— Le.uul (►,.►,r�...�.r .►.•n6! �orh.cf— ► UAr- G`rr,.Ss�f,,.�r�u� - Sl�alil 3�_ SuSfk..d�el 31k &6mm_ l�rnr,Cc PLC Corwal— �- SWJa Qu1-- avyl -SupOV4 AJOLsu Iq 1- r L `On v ------------------- 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 I Date: 9�8/�3 ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: �'� "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 ' 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: 13 7-n22-n 1 Sal ADDRESS/LOCATION: _S4-C6,&A RJ 11 44on FINDINGS• z T►a wlrej_I,u, ,a on (f s. IV S G lel,01 .d ar, DC) ,j4' S ILi�r�- Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE IN _ ❑ This structure has been inspected by Mason County Building De ro /I/i��Z3 above are in VIOLATION of Mason County laws and/or ordinal E(/;o Call for re-inspection when corrections are made before proceed QED 2-62z _0 5-61 ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: w ,QJ23 ❑ Please conta( Department: BLA? structural dama Inspector: "natural/man m CORRECTION N( DO NOT REMOVE Tl MCC14.12 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 CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: i�LD 2vzz - So ADDRESS/LOCATION: FINDINGS: Pr�v,b�s �.� },v., t�,, l 9 Za l z-g T �, S s 6 o n up [J Attso^ Gnu 1�tI,- •Ci,o,/ Items listed above must be corrected to lain 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�d �, V-Aos ( L%,.n Cur at A-r d Date: y /s),�,q ❑ Please contact our office regarding possible Department: Nz> structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: �(Q CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Page Department of Community Development COMMUNITY MASON 615 W Alder St,Shelton,WA 98584 COMMUNITY SERVICES E (360)427-9670 Application# BLD2022-01501 A/pppecation MANUFACTURED HOME Application# BLD2022-01501 Parcel# 221337800020 Site Address 128 E Strong Rd Shelton,WA 98584 7- -24-JQ install 30 gravel landing at the base of the front steps and Joshua Quarders BLD-FINAL INSPECTION FAIL 1 st step riser shall be no greater than 7-3/4"rise Project will pass when photo is received ok to send photos when complete juarders@masoncountywa.gov GENERAL OBSERVATIONS AWAITING INSPECTION i � Descrlptlon Status Status Date .......... o ..... .......... � I XJ ___ Ground Foundation Sy stem Installation Instructions for Wind Zone 1, 11 & 111 Except Florida and California PROF By Tie Down v��NG1NE�Ss/Dy 15391PE pr 'rZ FOREGO N�` J <</ Ry30 113 G>'r FP4� X2 Ground System EXPIRATION t)ATE:12 31-21_J (For Block) r=`':' - Jan 10,2020 Xi2 Ground System S.. with Longitudinal Stabilization ay (One Longitudinal Strut for Wind Zone 1 Xi2 F a Two Longitudinal Struts for Ground System 1k Wind Zones 11&III,[Shown Above]) (For Steel Pier) REQUIREMENTS • Install in any type soil, 413 (175—275 lbs.) or better. • Main Rail spacing must be 75.5" —99.5", 112" exception with proper strut. Jan 10,2020 • Maximum pier height at System is 48",for all other piers use 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 in conjunction with each other must be placed as evenly as possible. Measuring from the center of block/pier on the Ground Pad. Systems must be placed a minimum of 2' and a maximum of 1/4 the length of the unit, from the end of home as shown on pier placement drawings. Components of the Xi2 system such as the longitudinal strut and connecting hardware may extend beyond the pier location. Additional systems per instructions, see page 4. • 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. 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. Instruction#08108-D975,Rev.5/20/2019 TIE DOWN 404-344-0000 • tiedown.com 605 Stonehill Drive SW, Atlanta, GA 30336 MANUFACTURING INGENUITY Installation of Lateral System 1. Identify the number of systems to be used on the home using the chart above. 2. Identify the location where the lateral systems will be installed. 3. Clear all organic matter and debris from the pad site. Approx. 2" below grade or frost line. 4. Place u-bolt though holes provided. Attach lock washers on u-bolt, on the top side of pad. If installing lateral and longitudinal together, install u-bolt for longitudinal in pad during this step. 5. Place pad centered under beam with the lateral strut bracket towards the inside of the home. 6. Press or drive pad into ground until top is level and flush with prepared surface. 7. Build pier according to State, Local or Home Manufacturers guidelines.(Figure 1) 8. Attach the end of the smaller tube to the inside of pad using U-bolt&nuts provided 9. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I-beam with the nut&washer provided. (Figure 2) 10. Install a minimum of four(#14 x 1"tek screws)self-tapping screws into the holes provided in the lateral start so that the two tubes are connected together with a minimum overlap of 4"to 6" (Figure 1). 1-3/4"Tube Lateral Struts J-B01t Nut&WJasher Figure 1 I l 1-1/2"Tube Strut r (flag end) 4-#14 x 1" Ground Pad 7ek Screws Stamped 2 per side Part#59305 U-Bolt&mounting Bracket Note: Longer struts and hardware available for wider beams. Figure 2 ................................................................................................................................................. • Xi2 Lateral Stabilization Approved Anchor* with strap from 45 to 90 degrees • • I • • I I I Xi2 Pier • I I Placement I I I I I 3rd System • • I I for Placement I I Single Section Home Double Section Home Triple Section Home Wind Zones 0-76' Box 2 Xi2 Systems 0-76' Box 2 Xi2 Systems 0-76' Box 2 Xi2 Systems &II 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. o 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. o ((' REVTEWED FOR Table 21`0'PY5FJ0-0D 7xlV-VNi@LRr Blocking/Perimeter Blocking Required MA SOU Maxi ' ' ca COAAk Location Load(lbs.) PAD Frame 1,400 4 ft. 0 in. 2 ---- -, Perimeter 1,900 Mating 3,200 Frame 1,400 4 ft. 0 in. 30 abdirneter ,300 16c16� Mating 3,800 A"< Frame 1,400 1W 16„ 4 ft. 0 in. 40 Perimeter 2,600 Mating 4,400 Frame 1,900 6 ft. 0 in. 20 Perimeter 2,700 Mating 4,700 Frame 1,900 rYt�� 6e elk 6 ft. 0 in. 30 /onI aS Pads pte,,l Mating 5,600 erpac:•l•-( rf-tvi/v 'f Frame 1,900 II„t164 J 6 ft. 0 in. 40 Perimeter 3,700 Mating 6,500 Frame 2,400 8 ft. 0 in. 20 Perimeter 3,500 Mating 6,100 :n5 ;S Frame 2,400 qS wit 'ts aj two 8 ft. 0 in. 30 Reaeter 4;200 ayuJy Mating 7,300 ,2�';��4'` '^ w��at, a�•t ca'aorS Frame 2,400 16,c IC, 8 ft. 0 in. 40 Perimeter 4,800 Mating 8,500 Frame 2,900 �00TIA) 10 ft. 0 in. 20 Perimeter 4,300 Mating 7,600 T/)SP EGTi CA) Frame 2,900 10 ft. 0 in. 30 Perimeter 5,100 �EQ1�1 RED Mating 9,100 I Frame 2,900 'EO 10 ft. 0 in. 40 Perimeter 6,000 T( � Mating 10,600 �¢� ��c..�•,S P�LJY� 7e�/` rea�l��Ge'�l✓Cl'j SPec�{�c4-lonS. !,./�' G21 I (� Ph. 951-674-4011 • Fax 951-674-5720 I www.SedcoPier.com • sedcopier@verizon.net l — _ _ _ _ _ — —I 0 33320 Mission Trail • Wildomar, CA 92595 Base Pad 16x16xl �ii—T�—TIt--�iTTiTiTf--�f-1�-�ii i .090 Model# BP1616 i Max Pier Loads PSF Soil Capacity(psf) Design Load (lb) 1000 1778 1500 2667 2000 3556 3000 5333 d Can be used with concrete blocks or steel piers.The pier is to be either a single open cell concrete block configuration,a .20 - double stacked open cell concrete block application,or a steel pier aplication(to be consistent with the RADCO Listing 11G #1355, 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# BP1616 2) Smooth Side Down 16.080 3) Installer responsible for determining soil bearing loads and capacities 4) Manufactured by Sedco Pier Inc. 5) W Listing#1355 6) It is permissible to double stack thel 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 IM.^ DE smooth side down. Secure the pads together =� Grade Composites *USA* with 44141-1/2"screws or 4410x1-1/2" screws approximately 2" from the corners. For more information go to www.P65Warnings.CA.Gov ENGINEER APPROVAL STATE APPROVAL REQ PROF!' 14 52 J 1 Y ;., ' -A ED PACIFIC CONSULTING ENGINEERS SON COUNTY 9739 North Vista Dr.-Kingman,AZ 86401 r. �nC�Nr DEPART ME`` s www.sedcopier.com • 951 .674.4011 Rev.2/21 --. .y'ID Ph. 951-674-4011 • Fax 951-674-5720 ' www.SedcoPiencom • sedcopier@verizon.net 33320 Mission Trail • Wildomar, CA 92595 Base Pad 18x18x1 Model# BP1818 " --- .218 Max Pier Loads PSF .9 1 50101 Soil Capacity(psf) Design Load(lb) 1000 2377 1500 3565 37; 2000 4753 20E,'0.-----.-206--._... ;s. _ 3000 7130 Can be used with concrete blocks or steel piers Secure metal piers to pad with: 1.r31 a a V' //Z�' 4-#14 x 1.112"screws or 4-#10 x 1-11Z screws F' '" Label Molded in Pad -- 18.375 1) Model#BP1818 2) Smooth Side Down 3) Installer responsible for determining soil bearing lords and capacities a {, ,j D 4) Manufactured by Sedco Pier Inc. 5) `; Listing#1355 6) It is permissible to double stack the C _ o under the concrete block or steel piers used for support of manufactured homes or commercial modular buildings. Both pads are to be placed smooth side down. Secure the pads together 1t��% Premium ' nq .ElE with 4-#14x1-112"screws or 4-#10x1-1/2" Grade Composites *USA* ___....__.. . _.._.. screws approximately 2"from the corners. For more information go to www.P65Warni ngs.CA.Gov ENGINEER APPROVAL STATE' c A D MASON COUNTY M -Stiff r was R i J115 .,v1 rti { 2 A, -t7--Z3 PACIFIC CONSULTING ENGINEERS 9739 North Vista Dr.•Kingman,AZ 86401 WWW.sedcopiencom • 951 .674.4011 Rev.2121 I� _ Ph. 951-674-4011 Fax 951-674-5720 I www.SedcoPier.com • sedcopier@verizon.net 33320 Mission Trail • Wildomar, CA 92595 REVIEOMPL4 ONCt CODE C Base Pad 24x24x1 MASON COUNTY Model# BP2424 BUILDING DEPARTPv1�' Max Pier Loads PSF - - -—24.125 Soil Capacity (psf) Design Load (lb) 1000 4000 i- 1500 6000 1J{ 2000 8000 3000 12000 Can be used with concrete blocks or steel piers Secure metal piers to pad with: 1Roo' z.000 4-#t14 x 1-1/2"screws I or 4-#10 x 1-112"screws i Label Molded in Pad i 24.125 1) Model# BP2424 j 2) Smooth Side Down L-- �a o 3) Installer responsible for determining soil bearing loads and capacities D �D 4) Manufactured by Sedco Pier Inc. aSpl e 5) Listing#1355 6) It is permissible to double stack thel 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 A4ADE smooth side down. Secure the pads together -� Grade Composites 1--s*USA*_ with 4-#14x1-1/2"screws or 4410x1-1/2" screws approximately 2"from the corners. For more information go to www.P65Warnings.CA.Gov ENG1NELRA.QPR0VAL Y STATE APPROVAL ROrt- ME ,Q5� PACIFIC CONSULTING ENGINEERS 9739 North Vista Dr.•Kingman,AZ 86401 www.sedcopier.com • 951 .674.4011 Rev.2121 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 ). RV PRo N EFL, s�o 1462 / y14' REV IEW ED 1-O prr� 1z� 3 CODE ,COMPLIANCE MAON COUNT` BUILDING DEPAR' BEN Continental Supply NW, LLC ENGINEERS APPROVAL `CIE DOWNS OR 1;D PRpF£� ENGINEERED TIE DOWN SYSTEM l ��v� ��G'N .z GENERAL NOTES � HIM l y 14, 1� DESIGN LOADS; REV I EVV EP ` WIND— — --- — COMPLIES WITH COGU, 2018 IBC Vitt=115 MPH Exp ,VI S C D FOR OMPLI WA ' SOIL BEARING— -- i000 PSF ON COUNTY E `TIE DOWN STRAP—— 3160#WOR!gW.'LOAD ON DEPARNENT SEISMIC ZONE 201 B ISC Sg-jAEa=1.4 So.1.41 Site Oass °TIE DOWN STRAPS TO BE MIN.1 1/4"WIDE x 0.035 THICKNESS ZINC PLATED AND MEET ,! ASTM D-3953-97'ALT,STRAP;1 1/4"WIDE X 0.029"THICK ZINC PLATED Pult'=5400 LBS 11c 14176 , '4 ° EARTH AUGERS — 2962#(TESTED TO 4760/#MIN.) Gil, 1GIS1'EliC' yaw ' CROSS DRIVES — -----2.962#(TESTED TO 47504 MIN.) SSIONAL ° CONCRETE SLAB ANCHORS 2902#(CALCULATED) _- �:p "7-R z �a.P�o>" 17 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ENDS OF THE MANUFACTURED HOME, 2- COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED, 2541 S. FOR ALL TIE DOWN INSTALLATIONS,THE MANUFACTURED HOME CHASSIS MEMBER ARE SHOWN AS"I"BEAMS,(FOR ILLUSTRATION PURPOSE ONLY)CHASSIS BEAMS ��9TF OL`QP�O 4. SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS.END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE �y/p A. pp � MANUFACTURED!-TOME, 5. END TIE DOWNS CAN BE LOCATFD WITHIN 18"OF EITHEP,c'DF OF CHASSIS BEAM UT C��+�� '_ (pyE l�DT1E00VAi1WttUlOftY AT EN:H f11D OTY� 6, THE SIZES,TYPES,LENGTHS,ECT,OF MATERIALS SHOWN HEREOt- ARE MINIMUM, LARGER,LONGER,HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES,INC.MAY li BE USED AT THE SAME SPACING AND LOCATION SHOWN, 7. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER STATE A P P I� � Contincntal Supply NW,LLC I AZOVAL 1570 Bishap Road Chchalis,WA 98532 888-26S-8981 CA NV PACIFIC CONSULTING ENGINEERS 9739 North Vista Drivc Kingman,AZ 86401 11H 916-296-7376 Y/} STABIL-X DRIVE TIE DOWN ANCHORS #6005 #6013 002 b7 00 #7601 #4p05 CLw5S4 --� f=" #TonD or 700z ,woos rua ��- 7'ST£FL 001.7--ON TOP STRAP \ "'`+ ' '`�� i. d10Uz ��,.�,;,, 1 17000 7'STEEL 16005 SPLII� 7' STEEL 5TRAPw/6UCKLE 0011 do NUT STNM rv/ I LOLL ,faoos S%uT 0 1—sot r& vur /rota S1AWu x- d. /RIVE M?CI40R N6( a.o 0. cs::uNn LINE . . :.. " ... In DETAIL "A" o_ o STABIL-X DRIVE TIE DOWN SEE DETAIL"A" INSTALLATION INSTRUCTIONS 1. CONTRACTORS WARNING' CHECK FIRST FOR UNDERGROUND UTILITIES, 2, DRIVE STABILIZER PLATE INTO GROUND. 3, DRIVE CROSS RODS THROUGH IIEAD TUBES INTO SOIL AS SHOWN. 4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 5. IF ANGLE OF SIDE STRAP IS GREATER THEN 60°, STRAP CONNECTION CAN OF 0 '' MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 9 44 6. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP 1S SUSE 7, 1t6D11 ANCHOR CAN 8E USED WHERE HARD OR ROCKY SOIL OCCURS.IF THE t GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM 2"ASPHALT,USE �I STABIL-X ANCHOR OR ENCASE ANCI IOR WITI 112"02"x12"CUBE OF CONCRETE. /.• #6011 B. WHEN#6011 ANCHOR IS USED FOR ANY REQUIRED ANCHOR—(2)ANCHORS SEE NOTE#7 MUST DE USED AT T1IAT LOCATION, AND NOTE 48 EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS MAX.LENO1NbF 38' 541 72' MAXAENOTHOF 38' 64' 72' MAX.LENOTlor �' 64' 72' _ IIFO'O HOME kAFO'OPOME gF6'O FWME MIN',N0,OF BIDE 1 ..NO.OF 810E MI".N0.OF 8t0E nFoawus 2 , 3 4 71EOOKNS 2 3 4 I tIE00VM9--- 2 3 1 4 NOTE: SIDE TIE—DOWNS: MUST 13E WITHIN 24" OF THE END OF THE CHASSIS BEAM. END TIE—DOWNS: CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM ONE TIE—DOWN IS MANDATORY AT EACH END OF "I"BEAM (SEE PACE #1 GENERAL. NOTE #5). IF SIDE WALL TIE—DOWN GROUND ANCHOR LOCATION IS SUCH THAT THE ANGLE BETWEEN THE GROUND AND STRAP EXCEEDS 00, CONNECT THE TIE STRAP TO THE INSIDE CHASSIS 9rM 0 DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. f VI _OUBLU FOR CODE COMPLIANCE MASON COUNTY BUILDING DEPARTMENT CONCRETE TEE DOWN ANCHORS CHASSIS-- �!F c 6 4LO05 f IEIt �2Aa2 T STEEL STRAP Wi)H HOLE --- 1 s' k7000 %' STEEL �7002 >�7000 �/1001 �/G005 TRAP w1 oucxLr ,e NGODs SPLIT A�LT .f '.111 \OR #6004 CONCRETE TIE-DOWN _ INSTALLATION INSTRUCTIONS ALTERNATE CONNECTION NEW CONCRETE-#6004 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPERLY CURE. 2.;ALTERNATE CONNECTION REQUIRES#5 REBAR PROPERLY EMBEDDED IN CONCRETE 1EXSIISTTINRGCOONMCURETTgE-#600�1�0�MtJ TH }�q G 2.:MINIMUMTSIAB ARE OF EACH ANG21 iORi I5 28NSQIUAROQDEE CONDITION. 3. DRILL PROPER SIZE HOLE IN SLAB,A MINIMUM OF 12"FROM ANY SIDE, 4. EXPANSION BOLT IS 5/e'x Vi'WITH MINIMUM 23/4'EMBEDMENT AND 6,180 POUNDS PULLOUT,7,160POUNDS SHEAR. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN, 2. IF ANGLE OF SIDE STRAP IS GREATER THAN 60°,STRAP CONNECTION CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 3. INSERT STRAP THROUGH SPLIT BOLT,CUT OFF EXCESS STRAP AND TIGI[TEN BOLT UNTIL STRAP IS SNUG, NOTE:SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION O FR MANUFACTURED HOME. NOTE:A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED. DRILL %a" HOLE AT MID h:E(CW OF 0£M4 AND iNSTALI. I alb _k",A]0% VOLT p wICA _ N% hAA V SIDE VIEW ENO knLW END TEE DOWN S VIE'N SLOE VIEW NOTE: FN'O TIC DOWN MN BE "C" BEAM CHASSIS "RFC"BEAM CHASSIS SEE GENERAL NOTE 03 SEE GENERAL NOTE 43 LOCATEOVNTHIN IB'OF EITHER SIDE(3FCMSSI BEAMAXIS. CONTRACTORS CERTIFICATION I CERTIFY THAT I HAVE INSTALLED THE ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR THE BUILDING STRUCTURE. COMPANY NAME: CONTRACTORS LIE.# REVIEWED t- C ; CODE COMPLANCE MASON COUNTY BUILDING DEPARTMENII-i' �313 Mason County Mason County - Division of Community Development 615 W. Alder St. 44 Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2022-01501 MANUFACTURED HOME PROJECT DESCRIPTION: INSTALLATION OF MFG HOME ISSUED: 01/12/2023 SITE ADDRESS: 128 E STRONG RD SHELTON EXPIRES: 07/11/2023 PARCEL: 221337800020 APPLICANT: ELLIOTT MACK D&LINDA A OWNER: ELLIOTT MACK D&LINDA A 130 E STRONG RD 130 E STRONG RD SHELTON,WA 98584 SHELTON,WA98584 360-427-8017 FEES: Paid Due Modular/Manufactured Home $275.00 $0.00 Fee- 1st half collected at submittal Technology Surcharge $11.00 $0.00 Planning Review Fee $240.00 $0.00 State Fee-Residential $6.50 $0.00 Modular/Manufactured Home $275.00 $0.00 Fee-2nd half collected at ready to issue Building Plan Review/Change of $125.00 $0.00 Use-Onsite Sewage Totals : $932.50 $0.00 REQUIRED INSPECTIONS Setback Inspection Connection has been verified by Health or Utilities Footing Inspection BLD-Final Inspection Set-Up Inspection CONDITIONS Printed by:Genie Mcfarland on:01/12/2023 09:50 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.masoncountywa.gov MANUFACTURED HOME BLD2022-01501 * 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. * 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 * 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). * 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). * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * 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. * 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 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. * 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. Printed by:Genie Mcfarland on:01/12/2023 09:50 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 BLD2022-01501 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. 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. 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. " 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. 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. ' 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) * 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. Printed by:Genie Mcfarland on:01/12/2023 09:50 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.masoncountywa.gov MANUFACTURED HOME BLD2022-01501 * 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 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. * 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. * 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. * 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. * 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. * 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. * 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. * All property lines shall be clearly identified at the time of foundation inspection. * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained * 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 over45 degrees)within 50ft, down gradient of Drainfield/Reserve area. Printed by:Genie Mcfarland on:01/12/2023 09:50 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 BLD2022-01501 * PLANNING SETBACKS: Front: 25' (from Access Road Easement) Side: 5'ADV2022-00168 (W prop. line) Side: 20' (E prop. line) Seasonal Non-Fish Stream to S: 90' OHWM *No clearing of native vegetation or impervious surfaces within the stream buffer(75' OHWM) *Subject to EH setbacks *Measured from furthest projection of building * FOOTING INSPECTION REQUIRED PRIOR TO HOME DELIVERY 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 Authorize 'Agent: ✓ Date: -, Printed by:Genie Mcfarland on:01/12/2023 09:50 AM Page 5 of 5