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HomeMy WebLinkAboutBLD2022-00754 MFG Home - BLD Inspections - 1/10/2025 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 �F Buildincy P1..ing,Emirs—tn3 H—RK Co unity 14-1th 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 BLD2022-00754 Date Issued 10/09/2023 Issued By /�p�S 1 yl'n f Project INSTALLATION OF NEW MFG HOME Site Address 607 E Inspiration Way Applicant EMPIRE HOME CONSTRUCTION LLC 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 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 /O/It 23 3—& 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 Home 7 2. Concrete Foot/Runners Final Other J'T' — gdT`" a -Poo 3-4-2-q J,� Ste. A-t4 - �-�� s-Z?-zq �Zze .W I1 tLi lZq Su.140- 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: 54-D U Z,2 —DQ7 ADDRESS/LOCATION: 1,001 E- jv,S?jrra 4g-o GJa.4 FIN INGS: Agqk-r5i v -l' 14g1K / 4dr tSS LL K to tit Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: "�'L� _ ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: gym— "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Y MASON COUNTY 360-427-9670 Shelton ext.352 UD 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 CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: DZOz2-GY�7�`r� ADDRESS/LOCATION: 60-7 - us If•� � FINDINGS: �kS&,-e- er- ✓eu erml".14 fo 6 >wct• ,ems �L'e CT �us�,FC �,Gr .Zusvl,��t Gy.��e✓'% e C o bv� '- sjki s e hp 1/l Ce t le - - l er5 T. 1" o k r bw 1-1 kc o r4- arvss oyerdw4lu-f O 05 ,A- 7� ►��•� ss o�c � Items listed above must be correcte jIltagain com lia ce. THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ?Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to Date: F1 Please contact our office regarding possible Department: D structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a � 0 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 CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: '3LD2 pWZ — 00-7Sy ADDRESS/LOCATION: (Q l7"1 Lg FINDINGS: Q wag i c;qtwu_ lr.� - ly Zyt hq (^� =..M,. �) Nub- Cvrv►e4 w' k CAu_e l.. &A-- ;:Ni %*J 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 f,",,y.- Date: (./7/2 y ❑ Please contact our office regarding possible Department: 50 structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Pagel MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Peamit Assistance Center,Building,Glancing (360) 427-9670 ext. 352 Application # BLD2022-00754 Application Type MANUFACTURED HOME Owner EMPIRE HOME CONSTRUCTION LLC Parcel# 120303190084 Site Address 607 E Inspiration Way Shelton, WA 98584 Inspector Inspection Type Date Status Comments 11-4-24-JQ Joshua SPOKE TO ALLAN KIRK 11/4/24 7:15 AM NOT READY FOR FINAL Quarders BLD-FINAL INSPECTION 11/04/2024 FAIL SEPTIC IS NOT CLOSED PLEASE CONTACT EH AND HAVE SEPTIC CLOSED THIS IS NOT A COMPLETE INSPECTION CALL WHEN READY Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov BLD2022-00754 MANUFACTURED HOME PROJECT DESCRIPTION: INSTALLATION OF NEW MFG HOME ISSUED: 10/09/2023 SITE ADDRESS: 607 E INSPIRATION WAY SHELTON EXPIRES: 04/06/2024 PARCEL: 120303190084 APPLICANT: EMPIRE HOME CONSTRUCTION LLC OWNER: EMPIRE HOME CONSTRUCTION LLC P O BOX 241 P O BOX 241 KELSO,WA 98626 KELSO,WA 98626 1.360.751.8062 FEES: Paid Due State Fee-Residential $6.50 $0.00 Technology Surcharge $12.60 $0.00 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 Planning Review Fee $240.00 $0.00 Building Plan Review/Change of $125.00 $0.00 Use-Onsite Sewage Building Plan Review Revisions $80.00 $0.00 Totals : $1,014.10 $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:Cassidy Perkins on:10/09/2023 11:24 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 BLD2022-00754 * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * 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 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. * 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). * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * All 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. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. Printed by:Cassidy Perkins on:10/09/2023 11:24 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 BLD2022-00754 * 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. * 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. * All property lines shall be clearly identified at the time of foundation inspection. * 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. * 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). * 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 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. * 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. * 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 Printed by:Cassidy Perkins on:10/09/2023 11:24 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 BLD2022-00754 * 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. * 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 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. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M. Support configuration shall be clearly marked in the installation instructions. * 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 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. * The bottom of all footings must be a min. 12" below existing grade. Any gravel used to level the site must be compacted to 95%. Mason County Building Department requires a site inspection prior to placing the home to ensure the minimum requirements have been achieved. Printed by:Cassidy Perkins on:10/09/2023 11:24 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 BLD2022-00754 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: r 0 Contractor or Authorized Agent: Date: (U -9 �'3 Printed by:Cassidy Perkins on:10/09/2023 11:24 AM Page 5 of 5 �ktijold'e f okz can RAM wmwmi o�t�slrt� •� �re�� 1r1t 1Cl�,t.�' APPRM M C- .0am= REVIEWED-FOR, CODE COMPLIANCE MASON COUNTY �L 9-7-2z BUDDING DEPARTMENT S E �� �k�chcti�O�p�raue�I plaa�� Cm"^py • N�m�r aI!Is �� REVISED 4 , o f �_�L- _DATE 7-Z 5 23 fia;*ofimssr MA SITE REVIEWED FOR CODE COMPLIANCE COPY SFAeJ&tj -ferF( MASON COUNTY BUILDING DEPARTMENT13--fl- CARPET LAYOUT STANDARD CARPET 0 A UNIT LL4LL flea I L T19 i80 3920 1 Q380 204 11 18Q 3m 60 80 " TV 5440 6880 I'll 3. -5 3'-3 V2' -1. Y-V ARPET REVISEDf 20 40 E C --'Z- 2920 5800 so 80 960 10120 B LHT THE-SE PLANS MUST BE ON THE JOB SITE FOR INSPECTION See p6te 7b 10/w5 P'J&L� not Manufacturing West,Inc. Albany ONW.,-PI-1 1972 2445 S.W. PACIFIC BLVD. L-1+0 v x C ALBANY 5O4 997 2362- L PhoneEG)1) 1 86 31 F.x(8491-6a47 9J '4-9e' 4py e�-nwe( INL colttp,"�g CARPET & PIER olua lve f149 ZXSIWe,&d loy LOG. =EWA 1* 6' WALLS FOR QUESTIONS REGARDING FOUNDATIONS OR SETUP OF HOME CONTACT SITECOMPLLTONQ&A@CLAYTONHOMES-CC)M RR-OT -1- SET-UK NOTES: TEMPO 4Z-2458-3A LEGEND CEIMUNE PIERS RM BE LOCATE)UNDER RIDGE 2-THE STANDARD CONFIGURATION OF MS HOME MY NAVE BEEN 1,325 ■ I'M", MANUAL B*EAM SUPPORT POSTS. MODIFIED A CUSTOM PRINT SHOULD SEE PROVIDE, IF NOT, PIERS PER TABLE 5 THROUGH SET-UP CONTRACTOR SHALL CALL CMH AANUFAMiiING WTI'FOER -A,' ........ 5C OFINSrALIATICN MANUALI FOR SPACING AND LOADING A CUSTOM PIER PRINT. Pia. 951-,674-4911 a Fax 9!;'i-ra74-5720 1 www.SedcoPler.com m sedcopier'@veri�a�f>�,r9+�# -.-— �� ---320 Mission Trail ©Wildomar, CA 92595 — 11 M2X Pier Leads PSF n'n Snil Capactly(PSI) Dasign Load Qb) 1000 2377 1500 8565 .2rra 2000 .2�U —---- 4753 4 3000 7'130 :.a1y a Can be used%NRh concrete blacks or steel piers RS.i27••-�.. 1s.3rs tLa�e9 M®Wed In Pad I) Model#BPI 8$18 2) Smooth Side Down Q ` S) Installer responsible for detet'inining r2•s° soil bearing loads and capacities 4) MaDufactured by Sedco Pier Inc. _ . 0 5 Ak Listing#JaSS A. pF WA s� � 1417'$ l I ERF'� v SStoNAL.GAG —1 C :�� Ph. 951-074-4011 a Fax 951-574-5720 tt wWw.SedcoPler,cor" sod copter@veri dn.net -- _ . _� _ _ M32i1 Mission Trail Wiidomar, CA 92595 Base Pad 16x16x1 .,ol Model# BP1616 111 111 117 illimill 111 111 111 _f;o Maz PiQr Loads PSF 2�)I Soil Capacity(psf) Design Load(lb) 1000 177$ 1500 2667 _..._.. 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ENGINEER APPROVAL W -STTAT-E APPROVAL o (,-?,vz O Digitally signed F WAsy�q�� by Lorenzo Cruz Dimalanta --, � Date: �oFFSs/o TQ�- \��w 2019-10-18 16: NAL 02:21 www.sedCopler.com 951 .674.4011 Ph.951-674-4011 © Fax 951-674-5720 1 WWWAedcoMencom a sedcopler@verizon.net __.. _ _ 1 33320 Miss!011*rraiig-Wildernary CA 92s95 aNBass Pad 24X24xi Max Mer iLoa t.:PST: t n; Soil Capac'dy(ps6j Design Load(lb) DN.. 1000 4000 i 2000 Beau ts,00c 3000 12000 ��a,ceo j Can be used Milli concrete blacks or stew}piers 24.925 Labell M05ded in Mad 1) Model*-BP2424 j 2) Smooth.Side®own 3) Installer responsible for determiriing soil bearing loads and capacities 4) Manufaotured by Sedco Pier Inc. 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''m '1 H N N N M N ry Q I M N .-I M' t!1 N m w N lD I ~ M o o; o, o o P o o P' o 0 o �' V N N O Q Q m Gl O O N Q O VI Ot i W. m N N 6 C -j-- N m � N N M1 N T �I N C �Mfl m m � < n t�D .0•1 i b N w' V1 N M N( Q Q N N M tp N fn O1 M r ,y Q J tIl M Q Q Q m lD I z O O O N I m r M Q Q. r N W C, to O M r N O O O w O O O O O O O O O O 1-- P ry r a� Q Q I '+ •-r vl ry rl ei rl' N i N I N M N N .-1 N Q .-1 M tD N Kl r N I m m nl m ml — 3i m E E 3 � E 3 m E 3 m E O 1L � Z LL V � ry 'C a G yy � �` Y. •� tL J N q N ip N 'ry � J N� to W H ICCp h A v "v 't ;o io io eo m' co i o py e e a o o is co b� zo' b `m .a n a a a a a I a': io io �o i `m a a a e, o 'v ;o ;o io '� > > n n Al n n n �I n n n n n n i Insiall • TABLE 7c.LOAD ON FRAME AND PERIMTER PIER FOOTINGS FOR HOMES REQUIRING PERIMEI ER BLOCKING(LBS) Root Load Zone and Max.Home Width(24"Max.Sidewall Eave Overhang) Pler South(20 psi) Middle(30 psf) North(40 ps()- North(60 psf) Spacing Location 20 ft 24/36 ft 28/4 32/48 ft 20 ft 24/36 ft 28/42 ft 32/48 ft 20 ft 24/36 ft 28/42 ft 32/48 it 20 ft 24/36 ft 28/42 It 32/48 ft Up to 4' Frame 1420 1624 1828 81 1420 1624 1828 1981 1420 1624 1828 1981 1420 1624 1829 1981 Up to 4' Sidewall' 1400 1520 1640 1730 1680 1840 20M 2120 1980 2160 60 2510 2520 2860 3080 3290 Up to 4' Marriagewall 1760 2000 2240 2420 2 0 2480 28M 3040 2560 29 3360 3660 3360 3920 4480 4900 >A,to 6' Frame 1930 2236 2542 2772 1930 2236 2542 2772 1930/ 236 2542 2772 1930 2236 2542 2772 >4'to 6' Sidewall I 1900 2080 2260 2395 2320 2 0 Z800 2980 27 t) 3040 3340 3565 3580 4000 4420 4735 >4'to6' Marriagewall 2440 1800 316o 3430 3040 3520 4000 4360 37MO 4240 4840 5206 4840 5680 6520 7150 >6'to 8' Frame 2440 2848 3256 3562 2440 2848 % 35 2440 2848 3256 3562 2440 2848 3256 3562 >6'to 8' Sidewall 2400 2640 2880 3660 2960 3280 360N, 3840 3520 3920 4320 4620 4640 5200 5760 6180 >6'to 8' Marriagewall 3120 3600 4080 4440 3920 4560 52 680 4720 5520 6320 6920 6320 7440 8560 9400 >8'to 10' Frame 2950 3460 3970 4353 2.950 3460 970 43 2950 3460 3670 4353 2950 3460 3970 4353 rN North(86 psf) N h(160 psf) North(120 psf) Location 20 ft 24 ft 29/42 ft 32/48 ft 20 ft 4 k 29/42 ft 32/48 It 20 k 24 ft 28/42 ft 32/48 ft ' Frame 1420 1624 1828 1981 14 1624 1828 1981 1420 1 4 1828 1981 ' Sidewall 3080 3440 3800 4070 640 4080 4520 4850 4200 4720 5240 5630 ' Marriagewall 4160 4880 5600 614 4960 5840 6720 7380 5760 6800 —7840 8620 ' Frame 1930 2236 2542 2 2 1930 2236 2542 2772 1930 2236 2542 2772 6' Sidewall 4420 4960 5500 S90S 5260 592.0 6580 7075 6100 6880 7660 8245 6' Marriagewall 6040 7120 �7200 9010 7240 8560 9880 10870 8440 10600 11S60 12730 8' Frame 2440 2848 3562 2440 2848 3256 3562 2440 2848 3256 3562 >6'to 8' Sidewall 5760 6480 7740 6880 7760 8640 9300 8000 9040 10080 10a60 >6'to S' Marriagewall 7920 9360 1080D 11880 9520 11280 13040 14360 1112.0 13200 15280 16840 >9,to 10' Frame 1 2950 3460 3970 4353 2950 3410 3970 4353 T 2950 3460 3970 4353 LC .�c. UVE At;iuc f Z t STEP 4. SELECT FOOTING MATERIAL '�ir�,9'••0O'1 0``�,�•�r ��`� Select one of the products and materials from Table 8 for the footings. �i�!'C OF TABLE 8.FOOTING MATERIALS Material Appropriate Use Specification Minimum 6"thick poured-in-place concrete pads,slabs,or ribbons with at least a Poured concrete All soil types 28 day compressive strength of 3,000 psi.Cast-In-place concrete footings may also require reinforcing steel based on acceptable engineering practice,the design loads,and site specific soil conditions. Minimum 4"thick nominal precast concrete pads meeting or exceeding ASTM C Pre-cast concrete All soil types 90-02a,Standard Specification for Load Hearing Concrete Masonry Units,without reinforcement,with at least a 28 day compressive strength of 1,200 psi �^ Use in accordance with the pad manufacturers Instructions.Must be certified for AB plastic Per Pad Manufacturer's use In the soil classification at the site,listed or labeled for the required load capac- Instructions ity.May be placed directly on soil or concrete. Consult system manufac- Consults stem manufacturer Proprietary systems turer y Install Footin Will footingsbe concr ee to STEP 5, SIZE FOOTING, • STEP 5. SIZE FOOTINGS Once the load on the footing and the soil bearing capacity are known,calculate the size of each footing as follows: 1. From Table 9 determine if the pier is to be of single stack blocks(8 inch x16 inch)or double stack blocks(16 inch x 16 inch). 2. Locate the group of columns in Table 10 with the soil bearing capacity deter- mined in Prepare the Site,STEP 5.DETERMINE SOIL BEARING CAPACITY AND FROST LINE(p. 17).Use the next lowest value if the exact value does not appear. 3. Find the row corresponding to the pier capacity required by Tables 5,6 or 7. Then,read across the table to determine the minimum required footing area for the corresponding pier capacity and soil bearing capacity. 4. The required footing size and pier capacity may be changed by selecting differ- ent support spacing. j TABLE 9.PIER CONFIGURATION Maximum load(lbs) Pier Con- Height. Configuration Without With figuration Mortar Mortar �'-- Single stack blocks with long side Single Less than 36 in` perpendicular to frame I-beam or 6,500 7,680 Stack parallel to perimeter rail(rim joist) Double 67"Max. Double,interlocked blocks 13,000 15,360 Stack ' Triple 67"Max. Triple,interlocked blocks 19,500 23,034 Stack Double 108"Max." Double,interlocked blocks NA 39,500. Reinforced Single stack piers may be constructed up to 54"rnax.height only when installed as p rimeter and marria e line support piers. _r —-------- erenco maximum allowable pier height with maximum floor height listed in frame tiedown charts.If maximum height listed in frame tiedown charts is exceeded then designs must be provided by a registered professional engineer or registered architect. `,�ttittltllf///!!! IN•ly, l,,� .�.•• D ••.,fi '%. AGAlC E r .•0 31 install Footings each of the label locations.Additionally,perimeter support locations may be identified by a pier located near the end white stripe or mark beneath the hot-no on the bottom board material.Perimeter blocking of each I-beam such that supports must be placed no further than 8 feet on-center. there is no more than 24 inches If required,perimeter supports are only needed on bearing walls.For 20 psf roof live load, the outside edge of the perimeter support is only required at exterior doors and other openings 48"and larger, un- floor to the center of the less noted otherwise.Supports may be added at each corner of each endwali for leveling pier. purposes,but are not required.Bearing walls are those walls that support the ends of roof trusses or rafters(typically sidewalls and marriage walls but not end walls of main units or sidewalis of tag units). To minimize the number of required perimeter supports,space them evenly between point load supports as shown in Figure 9 and Figure 10(but not under open spans).These fig- ures Identify typical support locations for homes requiring perimeter supports. PERIMETER DOOR PIERS Figure 9. Typical support lo- BLOCKING PIERS- _ _t BEAM cations for homes requiring FRAME perimeter supports MEMBERS OPTIONAL— > MARRIAGE CORNER $ $ $ +3 -PJ- WALL PIERS PIERS 19 ---FRAME PIERS 4OR/C - I-BEAM FRAME-PERIMETER [.-BEAMPORCH POST PIE FRAME BLOCKING PIERS MEMBERS DOOR PIERS Figure 10. Typical marriage DOOR OR OPENING LESS line support locations for THAN 48 IN.IN WIDTH _COMBINED SPAN(A+B) homes requiring perimeter -- — -- supports J RIDGEBEAM --- (i COLUMN POST OR WALL It SPAN ` P LESS THAN 16 IN.IN WIDTH C — p I - --� �IN B-- _.. SPAN A r --- AMAIN - ---- 7� I-BEAM FOOTING FOOTING FOOTING FOOTING FOOTING FOOTING SIZED AND SIZED FOR SIZED AND SIZED FOR SIZED FOR SIZED FOR SPACED PER SPAN C PER SPACED PER SPAN B PER SPAN A+B SPAN A PER TABLE 7 TABLE 5 TABLE 7 TABLE 5 PER TABLE 5 TABLE 5 CALCULATE LOADS , �/ Use Tables 7-7c to determine the loads on frame and perimeter supports for homes requir- ing perimeter blocking. Find the chart with the appropriate sidewall eave overhang.Then, A perimeter su ort must be find the column with the appropriate roof load and section width.Find the group of rows cor installed within 4pfeet of col- responding to the selected support spacing.The values in the intersecting cells are the umn supports and the comer loads for the frame,perimeter and marriage line supports respectively. of the home when the home is Loads on supports of a given type(frame,perimeter or marriage)can be assumed to be designated for perimeter equal if support spacing is equal.However,if different support spacings are used then each blocking.The loads listed in support with a different spacing should be calculated separately. Tables 5 for homes greater Loads for piers installed at 5,7 and 9 feet on-center can be estimated by adding the loads than 20 psf roof load include ---- 26 s•zAerr,A rnmv t I --- .— —.----- •FAecutmv 4•NB.ILWn 1� �! PER WEB SITE 4•HB.(5XV ?I j DELETE WHEN NOT ORDERED iOPT.4•N9(BODT)AID ACCENT FEN] CPT.4•HG(BMY)AND AaSrr j dDNG(BOOT) ' IDI W i I E7 N FRONT ENDWALL ELEVATION REAR ENDWALL ELEVATION ao FRONT SIDEWALL ELEVATION __________ _III _____ Manufacturing West,Ina Albany Dir'm—PIan1#972 2445 S.W. PACIFIC BLVD. ® B Ah—(41 9 26— Phone(541) 1-6-86J1 Fox(866)/91—6817 D.—G a me EXTERIOR ELEVATION REAR SIDEWALL ELEVATION smcwAw�•oz a• 8• WALLS --T YODEL ND. TEMPO TM-2458-3A so,'T. GA7E 1,326 - fMCR Ac-. 2-A - &103oaa-oc�-�s 0w 17 A 56: s•-1• b'.T' v,'-6' V-2' 1511-2• LEGEND SHEAR WALL R -15 AMP -1�- 20ANPRECEPTACLE g 6 6 6 6 m 6 I'`6D PER ' -70 PT �/ ��/ 2 1 _w. o_WyjpW Q fQOPDISE 7C7 uTl.rrr 7[] - \n ©- J —_-- wDOOR SUED. $ _WFA1 sMICN "FAIALY ROOM BATH ----r----- �/_ )[]\ 3 FT ) 164(9�4 FT. J A -UNT �W -ll MET -NEAT TAPE RE W Ik+l 1 �l' R Hf CFl fFPU4E 2 N P� m I KrrC EN / 1 +FT.`: ( 3 0 7 �C -Gl5 NIEf R II EWK11 ' EEAa / 3 Q5 -SEWER OVU7 R W COYBO 4I/(C07 W/Nc1 7Y{`F'� �. &1%BRC APPL u UTAOC eaR PA.GO !K Qp -wra VENT R W GNOME DISPOSAL �3W m • - 7 k_=-- ds --- -- ------------- ----- E -EGRESS wNDOW 7T -GR RECEPTACLE nl Im aY•w (15 09 10 AMP) n>.•.vim'..ewe• ni Mai.se•A•w / OPNO CTR N❑Rr -CA RECEPTACLE �FO.PER LING.4.4 nt w.aoN•.A. nr>.A,v'e w2 (20 AMP) WCANDMCENT A RENRN AIR PER _—_—_71 14 LIGHT FWI REDUIRELDnS SIO.CO�T I••, 5 { { Q -E10EWSf FAN 4'a10'IOI. TI ROOM , u tlN�R09E 0 -DDWK REA2SRA 6 y 30 PY`.Ba FT. ® 4 4_� Till UUM 8-"N E EMRIX DOWNFIDY to " j SW. PANEL au ® CLE26'ARANCE 9 2 REDIARED �*242 7a I. ` �oR.[A�y\ / \` LOCATED PER CODE �—.•.-FLUOF S@7T PRIMARY BEDROOM ,�,/ 1 -A-f3v7 -LIGHT/FAN 140 8a FT. 116 BEDROOM W3 4 BEDROOM#2 C,7YBJ 7{ 9 6a'PT. m 2 B B S '�4 { 40" m 12g. m L la 4 ®� W W W E � 9 73 b Model w TM-2456JA My Gid Minimwn but"Pacing N• a.Wdlh• t42• Doohle Nid. No Ohl B. D oe UVI, 56 t. 99.510-MN BEAM No Clerctory No styl9Ms No Oripami Donner No P-h. No S.k.Floor bul Ske• AQ h12.6 U90 SMe3' No Parepel Rccl Version R13.20 NSTd Z..13YMAN F—F �•ehstlhin ad wW.16 OD-held-aB R , 9o,5'e6T,0• PAenufrCtwing Wore,Ina (107 PAT DmNe:h46PF13 Top Am A Albany Division-Plon1#977 0la0wNmOm1=d0n: 1M Rei EbA Iced W 12• eNo& 2445 S.W. PACIFIC BLVD. "hearxall nl/Htc La141,1 PLF �Dflifll Las notes ALBANY,OR 97321 o' m• 725 3 vl Ph866)one(541)926-8631 B D• 02' 716 1 In Fax( 491-6847 �' 9e• 22s 2 v1 o TLECTRICAL SCHEMATIC & APPROVAL FLOOR PLAN ORIGINAL DIUWIMD eY SrOEWAII:4'W W' 8• WALLS PRD{MlDT MlNlE1 N0. STRUCTURAL N T TH RMAL H T NOTES GENERAL NOTES �� TEMPO TM-2456-3A L ROOF DESIGN LOAD 20 P.S.F.70 PO AND 40 . 4.INTERIOR BEARING WAILS PER 9L04 CARALTA lY AA COOIIW SIMPIY DUCT SYSTEM RECaSTEfl SPIJi: - TOTAL D.TD)L - L FLOOR PLAN MAY BE CONSTRUCTED h'A SHOE TO SIDE REVERSE ,,ANY ABOW STU 30.R. DATE 2 MA%DIVY RDGE BEAM SPAN:FOR 20,70,40 PJ:F. 1 10 2•]AT 70 PSF;J)I ie]Ai]O llP PSF. MERE 2�E TO PUT SW WN ROOFS SHALL BE PER STRUCTDW4 00D11 THERMAL ZONE■ WT BE SNOMN OASNm 1,326 — N 2e4 AT 20 L 30 F.SF;Dl 144 Ai 40 P.SF. 2.If OR 96•NOMNAL SDEWALL leGHT UNLESS NOTED OT'"IMSE NO Tw R AS CPT. RE T LUO EDr AT All PASSAIL DOnR CAE19N'GS NEAT LDS$mN N0.=INK GLAZING - HEAT LOSS RUN ND=MAK CLAINlG - 1 CENT.LADIES,SETBAL NWDERS.ETG TO BE RELOOAT60 PER 2.ww"CA=MD R 1—A 3 RLVIE(D 1 ROOF gTgl 4:4 OR 1E55,UNLESS NOTED OP&AWSE A7 IGVGffID01AL CFNTEALNE WALL NEAT LOSS IDaI N0. MAX GlA7D1& HEAT 1053 RUN XD=YAK(LAZIN& - CODE REOUREMENTS. PER EIEC FE-43 - A