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BLD2014-00286
• BLD14-00286 Review Type: MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00286 Received Date: 8/7/2014 SITE ADDRESS: 426 PORT HADLOCK HEIGHTS RD PORT HADLOCK, 98339 APPLICANT: BRODERS INC PHONE: 360-460-9656 4503 OLD GARDINER RD PORT TOWNSEND WA 98368-9778 SUBDIVISION: 9895 Block: Lot: 1-45 PARCEL NUMBER: 989500001 Section: 11 Township: 29 N Range: 1W CONTRACTOR/ COACH CORRAL INC PHONE: 360-424-8448 DEALER: 3906 CEDARDALE RD MOUNT VERNON WA 98274 3W-4N-7646 Contractor's License COACH*254MJ Expires 7/23/2015 REPRESENTATIVE: COACH CORRAL INC PHONE: 360-424-S646 PO BOX 2101 SEQUIM WA 98368 PROJECT DESCRIPTION: New Manufacture Home TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE: TYPE OF IMP NEW MAKE: KIT WEST SETBACK: VALUATION 165,000.00 YEAR: 2015 LABOR& INDUSTRIES APPROVAL? SIZE: 60x40 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: APPROVED rove a Manufactured Homes $532.00 SRE 08/06/14 151367 Add. Manufactured Home: $40.00 SRE 08/06/14 151367 SEP 1 8 2014 State Building Code $4.50 SRE 08/06/14 151367 Total: $576.50 Jefferwr t DC. . .,1-`1°N c 6 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment , 'e. E-mail:dcdn,co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00286 APPLICANT: BRODERS INC PHONE: 360-460-9656 4503 OLD GARDINER RD PORT TOWNSEND WA 98368-9778 SITE ADDRESS: 426 PORT HADLOCK HEIGHTS RD Issue Date: 09/18/2014 PORT HADLOCK, 98339 Final Date: 12/16/2014 SUBDIVISION: 9895 Block: Lot: 1-45 PARCEL NUMBER: 989500001 Section: 11 Township: 29 N Range: 1w PROJECT DESCRIPTION: New Manufacture Home THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 12/16/2014 RTTN Fa)t.ett 1/4c() --1-U-4(4, \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/16/2014 r SON `'°o JERSON COUNTY P)if H -745CD ti DEPARTMENT OF COMMUNITY DEVELOPMENT . o. 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment '9SXIN6C Tel:360.379.4450(Fax:360.379.4451 I Email:dcda.co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning( Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): F.I pI ce 6)(V/n P'i i! rte / it/EW Parcel Number: M ,‘ pt,,,,- i j% j . , . _ Property Size: Z2 1/v S) Cf (acres/square feet) oc i Site Address and/or {Directions to Property:Ct e q -5-00 H? YL - lith ui /- I cbc-J f -l1 1— 1*/ice iz wig 6/g37 J Property Owner(s)of Record: D I(K. &Y((1 e'S Telephone: 31PO 4(i2O q("-y Fax: �J email: Mailing Address: r7(COLI Ole - hGi 11)? (• f2 Pt7(f ±VtV JSivO LUG q'3&4-' Applicant/Agent(if different from owner): C)I R .1iltn— I;V OW,i�t ti-K4 �'V PUC-i4 0012-2A-L.. i AJC Telephone: 736,0 Lt24 Le g Fax: f62O 4 Z y-7Lo`-ltc email: Qerq VEriet_e ea&ci(Ie ricer s 1_,) -1 Mailing Mailing Address: 3(jO(® ('Mal/kite, ea MAN- Veal ovl WIT CyL 74 What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** Xt Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑ Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: n ��� ' DESIGNATION OF AGENT I hereby designate I�r-�ri 'f rte?%(., L) (�6�(L1/ to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE L Mora `C+ /P-P, L1?kte.A. Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and ari equired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the•time of the app jc a she wants prior�oti Signature: that l i L an A_ UJrr 'lC r Date: 1[ —H`7 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even' you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe .b- respon p ibir y for adhering to a co plying with the A. Thh/e�Applicant has read this disclaimer and signs and dates it below. Signature: 1 J r l��/!1/ ��( C YIJJ"u- Date: ^7 -1"( 07/24/2013 j 7 . 1..ct. „ , ran t- 0/4.:, � 1 1 I ° te-'1'4'7'"'-_ r •V 1111 `~ b, A "i// -m ha o ' '' 1 i "II CI 1C) ..c.T.,::;uNtalt.,t• • ."2-111:1 $1 t: -1) t ^- , Z 0 awe' 1 a awl• -,, l Yf ..c1 ^> &739 t! w ! 151.A: — — ---t> .?3 r, 1 151 w 0 \ t t= / ` ` p `,�t `I t �7 J ���t�` t t t ‘1; a w {s .• . % t t t t t it.,,,L.N.) t1 • (';') ' ' ,, r,,,..‘Z' •"...01. ‘ 1 % ‘ %\ 1.425A, 2,-; F___:: i : .,,,vi /4.'. ..„ V-spi A A / ., "=5' , = s•- (-< - '' 1 ! LS\z_......\7/ ;:".. :c3cz.„ '0.1`° n o Buz \q N' co-1 ?. - 4.. .- -'.f, !i;! r-- ,4! \N.,.: . ., Rig _ : . i g i rn . ,. ‘ ' / i , i N'i d ( % i� * z 1\.z.. T . (2, _:.,\,,,.. .,,, ,,.,..„ ....., .. .. r J co 1,.. ,,, .-.....z \ , . ,c- . .. / / '.' I \--c. .".... Ty v, z 0 tri r Cp�� y? t>)/ / uuJJ 1C35r y' p w d t /` D ....s. h • / Rtea � K c/ " s`,s>-g- m g ®y ` a y ''5'.pa ,.3,/ / ® • j r, • °C) - �lJ 4 a ' C^ V r- ij 0 N2 4It m C' 4 d 0 cry Z SD' N 02 D7 rid E-- 3 b ,) ,, cry ro CD NA '•F NI x - 4-4 o t llfl `_' ° ° �° _ ,, 90-.03,....., ,o, m Wi ICROU Ct i 1 1 vut% bw, t \ _ 2et40 . . . .. _„......„.....„...____ ..._„_____ ____. , ._ . , .. _ _____. .._____ ,_ .. .. ________ ____„ .. .......... . „... _. • Standard Conditions for Residential Development in Jefferson County 1. '•LIGHTING: Lighting fixtures shall be designed and hooded to prevent the halt source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade; excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR StdConditions 3/7/2013 1 yr 41Ir Fish..':S Service can levy penalties. Portions of Je`ier Son County, includina marine waters, are included as "critical ha b li t' for a listed species. Development of property along nG any marine Salo'elir:e, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_SFR_StdConditions 9/6/2013 2 • 7/31/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12. Mulch your garden as well as isolated plants, trees and shrubs. 13. Use shade and windbreaks to assist in water conservation. 14. Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18. Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots) for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:THIS LIST IS A WORK IN PROGRESSAND MAY HAVE ADDITIONS/ DELETIONS MADE AT ANY TIME. USE CURRENT LIST. • • .. . .. •,, , II rir_t_i:;E: sr;- : ratch B,a3in ; f KIW Dri.)...Mpcia. --z-..-- _ - ---='---:-- . 1 , 1 i 1:1-3 i DRY WELL 4:3 Imil Dia Fete; I Hole Filled with 11 PLAN VIEW Drain Rode, WS oaf Dovn3Rcid. 1., fr„i ,----Maih CI:11er of Hole 1 l 1 wit -1-*''Carriai PVC H 1,1 ,,-0\er111.3,11 I or ii:4i1Pr rer —,7-4-1a!=i1-,Bloch t-- --., / - - ' TOP3cii_ I „ . . \ 1 i F-1 0.4:4-0,v Oil Surtacp ------- ------ ,,,,-,•,...,, f,,jsp,,,hiij,4•If-\j Iii;irkk KA•,.,._. _ i 1 I 0.,11.Xxri.,1 ---), f i • ' - r- ■ = , .1-• '-7- f if..1-4Y ----'-- 1 Fine MeSh Saeal----- 2.-,3, .- .°-a-,st-, • • , -; Cateh B;1.5-in •-f-4-, 1,,c•-•. 1-V,' 043rd Drain) -3 -„, --??3! 4)TriTi ,1, Side cd,Hole— 4 Hoe Filiedwilfi Lined with * 1112-,•:. (1.4,1-= ---4 Fifter Fabril'i P--, Drain P,or* ,3 • i_•, . 1 ;•-t -is In ". !.---- -Fi..s. 1 I DRY WELL H h c.irc.luc-rthvatr 7...i.-)1,. _ it SECTION I NTS I i Figure 3.1.4-Typical Downspout Infiltration Drywell 1 Source: King_County oltIli7.e iii-Hydrologic All Cl13'S is and 17011,Control BAIPs-August 201 2 3-9 • Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas. open water features, spring. wells, and seer. k fields_ springs, i t�C tank drain Beds_ Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any stmcture, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of an✓ slope over 40%. This setback may be reduced to 15 feet based on a 2;eotechnical evaluation,but in no instances may it be less than the buffer width. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. T,% oi?.ure 1—trvc,oioQ_c Analysis s and Flow Control BM Ps—Aug i sj 2012 3-10 IP- 410 - for Infiltration These systems are designee as specified below. Drywells General I. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, dry-wells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile) must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. ✓ohu?2e II/—Hydrologic Analysis and Ctov Control BI/IPs—August 2012 3-6 • 2.5 Minimum Requirements This section describes the minimum requirements for storm water management at development and redevelopment sites. Section 2.4 should be consulted to determine which requirements apply to any given project Figures 2.4.1 and 2.4.2 should be consulted to deteimine whether the minimum requirements apply to new surfaces, replaced surfaces, or new and replaced surfaces. Volumes II through V of this manual present Best Management Practices (BMPs) for use in meeting the Minimum Requirements. Throughout this chapter, requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review. Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes, to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent. Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of 3/ acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement. The local government shall deteirnine the process for ensuring proper project review, inspection, and compliance by its own departments and agencies. . o bme —:"ii7 i?urn Tec!7i7ica1 RedoU emeii:s—ALigList 2012 2-16 • • • • 1 2.5.2 Minimum Requirement ,=2: Construction Storm ,ater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP, but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings. All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval) that establishes permitted areas of clearing, grading, cutting, and filling. These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters and 4 of Volume II. Seasonal Work Limitations - From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type and proximity to receiving waters. 01.me "1:7i,,?ii72Lw. Technical Requirements aus:2012 2-17 • • • 2. Limitations on activities and the extent of disturbed areas. Proposed erosion and sediment control measures. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs. 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil. Activities where there is one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Dements Element 1: Preserve Vegetation/Mark Clearing Limits • Before beginning land disturbing activities,including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. • Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. Element 2: Establish Construction Access • Limit construction vehicle access and exit to one route,if possible. • Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking of sediment onto public roads. • Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. • If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. • Conduct street washing only after sediment is removed in accordance with the above bullet. vo'aii% e 1-Mi171:0171 Technical Requirements—August. 2012 ;n • • • Control street wash wastewater by pumping hack on-site. or otherwise prevent it from discharging into systems tributary to waters of the State. Element 3: Control Flow Rates . Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements (e.g. impervious surfaces). • If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Element 4: Install Sediment Controls • Design,install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. • Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. • Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BNIP, but must meet the flow control performance standard in Element#3, bullet#1. • Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. • Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. ,. ... — Technical ec irei e.?%s— :.ic'''sl 2(112 'o • • Element 5: Stabilize Soils Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stormwater volume and velocity within the site to minimize soil erosion. • Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: • During the dry season (May 1 - Sept. 30): 7 days • During the wet season (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. • Stabilize soil stockpiles from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways and drainage channels. • Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. • Minimize soil compaction and, unless infeasible, preserve topsoil. Element 6: Protect Slopes • Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example, track walking). • Divert off-site stormwater (run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. • At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. • Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year, 24-hour frequency Volume I—Mini.—..IM Technical;__cal Requirements—Au ust 2012 2_21 • storm for the developed condition. Alternatively, the 10-v ear and -hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWFINI) to predict flows, bare soil areas should be modeled as "landscaped" area. • Place excavated material on the uphill side of trenches, consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. • Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: • Channels must handle the peak 10-minute velocity of flow from a Type lA, 10- year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside-the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area. • Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. e.c7 777ica Rec o eme i — ,st 2012 2_7i • • Element 9: Control Pollutants . Design, install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. • Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. • Provide cover, containment, and protection from vandalism for all chemicals,liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. . Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. • Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. • Adjust the pH of stormwater if necessary to prevent violations of water quality standards. . Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on-site, except in • designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. voh me I—Minim._;;. Tech n cat Reaz!i1-eme%.ts—,_uglic.201 2_j? • • Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust p.H. Element 10: Control De-Watering • Discharge foundation, vault, and trench de-watering water, which has similar characteristics to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element #8, provided the de- watering flow does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. • Handle highly turbid or otherwise contaminated dewatering water separately from stormwater. • Other treatment or disposal options may include: 1. Infiltration. 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. S. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Element 11: Maintain BMPs • Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BAR specifications. • Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. TecimIcal Re 1°ii' .'J—August 2Q77 • i Element 12: Manage The Project • Phase development projects to the maximum degree practicable and take into account seasonal work limitations. • Inspection and monitoring—Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function. Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. • Maintaining an updated construction SWPPP —Maintain, update, and implement the SWPPP. • Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction, the SWPPP must identify the CESCL or inspector, who must be present on-site or on-call at all times. • The CESCL or inspector(project sites less than one acre) must have the skills to assess the: • Site conditions and construction activities that could impact the quality of stoimwater. • Effectiveness of erosion and sediment control measures used to control the quality of stouniwater discharges. • The CESCL or inspector must examine stoiniwater visually for the presence of suspended sediment, turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and detelnune if it is necessary to install,maintain, or repair BMPs to improve the quality of stoinlwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: • Reviewing the SWTPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. • Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs M�{sV11v saJ soon as possible, addressing the problems not later than within 1 0 days of the inspection. If installation of necessary treatment BI VIPs is not feasible within 10 days, the construction site operator may request an extension within the initial 10-day. response period. Volume — Technical ? q u '2) 2%tS-August 2012 7 • -p , ieme___ Ion an_ r_____ `---:c --: s. .. book (sites - 1 _cr:c) . The CESCT or inspector must inspect all areas clislurbed al: B VIPs, and all .oLli. aL _ uis , -Ce l .n is leas once every calendar week and within hours of any Cischgrge from the site (For 7,111DOSes of this condition, individual d discharge events that last more than one day do not require daily inspections.more �'LJit����tioiiJ. ror example; if a storm-water pond discharges continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized, inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMVIPs to their fully functioning condition if they accumulate sediment during construction. Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements. Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. ,_e 1— - . , . Tech _,_ ti. !:,e :u— ' r usz 2012 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ssumingnnthe responsibility of the General Contractor for the proposed project. Signature: (, �.I',1'I1UirGi /761/1 pie k, r>'IDC ,1S Date: It—I—ill GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: CO INC ( 0 -gLiLi8 ,((�36,, L/� - 7�q� MAILING ADDRESS: 3C/0(0 Ce Ci c(likt tt. M t, (,v'A ggz77EMAIL: D UIMLII-}r. Oval(.0 r✓tLb co 6-1 CONTRACTOR'S LICENSE /1 , ,-7/ WAINS jurors wise- NUMBER: eoctoLL - Z--i �1 S NUMBER W iSr- -`_) * O SS t4_ ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: R- New P ❑ Wood Existing: ❑ Sewer ❑ Addition MI ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: $.Individual System ❑ Repair ❑ Masonry SEP Permit#St=.P'1la-00V0 ❑ Demolition ❑ Other: Bedrooms: 2 Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 3 Public 1, C Total: ..3 Name of System: If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: 1V%' Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: a�ik Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated net) EH Bld App Review: U 2"°Floor Heated Consistency Review: Q U 00 -Other Heated Base fee: S �.u 1 4- 40 n V 3 cki e- - Mezzanine Additional Section: I v a Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL ('}tia so Decks -_1 911/Rd Approach fee: ``�� Other TOTAL: $ goa so Receipt Number: ` 511 .3. Cash/Check Number: 0-7_L1 ESTIMATED COST(REQUIRED) �%„,K Date: (9�� Tr r i •Fair market value of all labor and materials founda on` o ish CVW (�/ '"I Initials: c� 07/24/2013 • • • • s ., o o fa u_ r 130N? cts @ox • Is 0 IL 1 4L 8591 Q .k - 1 I 0 v ►�^ I s E E1 0 p i � + (I_ ill 6 2 •ti? A I p Ai: { 1 • tot ;N'° ll 3 orrc„ I ..'. - \gyp 6 dt i• ::_:1:1;i:.1-1___--it_ it ,o`��� f_I� t ah�0 °�'',l, of _ `'�.1_ I CilEimi ,_ 4P. ,. .:,,i 0"3 • Oi- �� o k's'_,'-., 7.1...:1111::_ii.:.c.... il 1_11). = ri i •""r'-=1-II.1.-..-1- '' 1' '. �y;,I Y� { may � qy� , c,mi Lai•ii:j . - la :14:..1..!_i._.:L.Liii.0. E -. (I ' /4■, .. �,*r ‘ _ SIE , \el/ ,... s, _,,,:,:.,:,,I,j,:.r.t.i N / 1 r: ^ 3 •, £ 0 I t 74 4 tw dJr (0�n p g1. �- ' s +Y 9� `6 G�'rq' .;+14 0 ;....t•- ' 3�l .Q ` " in uJ •� �, 1 DI ypC ;.....ter.}.. ;....;.._;... i - a I849£ 859£ - lN9 it t ■llil Z-d..1. I nP/E 5-16 Y '~ • • Jefferson County Department of Community Development 621 Sheridan St, Port Townsend WA 98368,(360)379-4450 APPLICATION FOR DETERMINATION OF ADEQUATE POTABLE WATER SUPPLY Resolution#99-90 requires building permit applicants to provide evidence of an adequate potable water supply. If initial information submitted is not adequate for approval and additional information or work is needed,an hourly rate will be charged accordingly. Name h(- BYbCt.L(S Phone 2C Lt(9C) Ctl.ps?o Mailing t o OLCt 1 i t2c.\ °� -t'" 1o(k��n(.1 �k_ 6, Address `� Zip Code Parcel gb 002. ? ID# tlfiG00000 ? Subdiv. Pte' Had IdGK t,Ql Y1D9 gtyt-el"C %jack Lot(s) Site (� t Address N20 f f-fl d(U(1,C /4{S i2 Ptif F/t Lo i (,4)fi- Zip Code 1839 Type of Structure Iv I4n ViCkbitlie c J`'Lonie Check all that apply Note:Special conditions may apply within Seawater Intrusion Protection Zones.(SIPZ) Alternative system(provide justification and design per Jefferson County Environmental Health policy 97-01) Valid Water Right Permit(generally applies to springs,attach copy) / Approved Public Water(Submit the attached Water Availability Notification form completed by your water purveyor stating the system is capable of and will supply water.) Individual Well--attach copy of: 1) Well logs (If no well log report is on file,a 1 hr stabilization test may be substituted) 2) Lab analysis for water quality parameters tested within 3 years of application: -Total coliform -Nitrate-N -Chloride Two-party Well—items above AND recorded Operation&Maintenance agreement and recorded Easement. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business ours. Signature Ittbdtailt ktft a l_ ,,(cit &te rf - r FOR OFFICE USE ONLY 1) Water Right Permit# 2) Public Water Supply WS ID# In Compliance Yes No 3) Individual Well Driller Name Date Drilled Depth Production Meets Water Quality Standards Yes No WRIA 17 SIPZ Yes Circle:Coastal Moderate High No Subbasin Based upon information provided by the applicant, it appears that the potable water supply: meets conditionally meets does not meet the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. Application Reviewed by Date Date Fee Receipt# Check# Case#BLD JUL-17-2014 10:30 FROM:BR 360 797 7133 T03604247646 P.1 f Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Commissioners Barney Burke, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District 2 Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System System Operator(s): Eric Storey State ID Number: 05783U Number of existing connections: 2429 (Estimated) Number of permitted connections: 3149 Number of committed connections: 2. 7,t9 This water system is capable of; and will supply potable water to the following location: Assessor's Parcel ID# q j) (a LegalDescription Ph ,r pN*oO.44 M l4 Pi kiL j Lo-r IL, ij Ps Qnl 1 ***Water Connection is available once all fees/charges have been paid*** Site Address: 14 L - k f r 1 A bt-UC r 1- i&i—4 P-D R-T 1AD1-0C‹ , M- S 336 Signature: I . ..l.+r. Title: A y .' t Date: THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY. IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chime= Road/P.O. Box 929, Port Hadlock,WA 06339 PH(360)385-5800 FX(360)386 5946 JUL-17-2014 10:31 FROM:BR Ami, 360 797 7133 TO: 3604247646 P.3 IP Broders, Inc designates Coach Coral to apply for a manufactured home permit for Port hadlok Heights Mobile Home Park, Lot 26 kq. re i �.? Ti1� *)-() ( Lf Page 1 • JACK WESTERMAN III Jelier*Man County Ceurthoare ASSESSOR PO Roo 1220. Port Townoend. W.% 98308 (300)383.9103 MOBILE HOME INFORMATION FORM OWNER'S NAME/MAILING ADDRESS: NAME: K e 1 i 1 jD r1"IV N E 16111 ADDRESS: 1?Ai, T {-�l�r L 141-s �l Pt — HI C!L0 K Imo- d1Yi 33* PHONE NO. Li 7c; -- L3 g 57L-12._ The purpose of this questionnaire is to obtain information regarding either the current location of a mobile home or the previous ownership and location of a mobile home. This will help our office determine whether the mobile home is already on the tax rolls in Jefferson County or if it has been moved to this county from another area. 1►MOBILE HOME DATA: (A)MAKE i(t 1416r (B)MODEL •oo 3 (C)YEAR_ . (D)LENGTH_ (E)WIDTH `7a - (F)SERIAL# T15 1) (G)YOUR PURCHASE PRICE(Do not include sales tax) 1 49 PURCHASE DATE i /i Lt 2)PREVIOUS OWNER/LOCATION OF MOBILE HOME: (IF NEW MOVE TO QUESTION 3) (A) FROM WHOM DID�YOU/PURCHASE MOBILE Git.h eor-ra i- )"tie ADDRESS �''IOhl UL1(4id kilt OP U a g377q (II)WAS MOBILE HOME ASSESSED IN JEFFERSON COUNTY LAST YEAR?Yes No If Yes,Previous address of mobile. If No,What County was Mobile assessed in last year. 3)WHERE MOBILE HOME IS TO BE LOCATED: (A)WILL THE MOBILE HOME BE IN MOBILE HOME PARK? kily No (B)IF LOCATED IN MOBILE HOME P� AR : Part Halhhy is ketip t 1-S NAME &ADDRESS OF PARK "17J Had la_iG N{L�i%LIS � Lei/Space (C) IF NOT LOCATED IN MOBILE HOME PARK: NAME OF LAND OWNER: LOCATION ADDRESS REAL PROPERTY PARCEL#/DESCRIPTION IWV�,JI ( dt Signature of applicant THANK YOU FOR YOUR HELP! Lauralce Memel. Property Technician r • e 1 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ±" . • 621 Sheridan Street•Port Townsend•Washington 98368 360/379-4454.360/379-4451 Fax http:f/www.co.}efferson.wa.usiconandevelqwnent/ Stormwater Calculation Worksheet aMAS PRO,racT1APPUC rr : Kti tTh Leh 11 I Lt r DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This storrnw.tar=Iodation worksheet should be co pleted first to classify the proposal as'small,''medium, or*large." The size determines whether a t brtnwater Sibs Plan is required in conjunction with a stand-alone stormwater management permit application, burg permit appfcapon,or o er land use approval application that involves stormwater review. The basic information will also be helpful for complefing a Stonrnwter Site Plan,If required. PARCEL SIZE fl.E,.SITE) Size of parcel - acres An acre contains 43,580 square feet. Multiply the acreage by this figure. Size of parcel in square feet 72.'110 sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing sod cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities kx,krde, but are not listed to clearing,grading,Clang, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs s such as waow,elderberry,salmonbeny, and salmi;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL 1344 Caicuhite to total area to be cleared,graded,Med, Answer the following two questions related to excaystad,and/or compacted for proposed development conversion of native vegetation: £1LS17nti project. Include kr this calculation the area to be cleared for: r the New Does e project convert%acres or more of Y u Construction site for structures 13i(p El/ft native vegetation to lawn or landscaped areas? ea vW5 Drakdeld,septic tank,etc. t✓X_l t 1 hi 1 rgllt Circle: Yes No Well,Wattles,etc. 6X1STI ivci sq/R toes the project convert 2!+k acres or more of native vegetation b pasture? Driveway,piing,roads,etc. //00 sgnt Circle: Yes No Lawn,landscaping,etc. sq/fl Other compacted surface,etc. , sq/R Indicate Total Volumes of Proposed: Total Land Disturbance i 1 Ip , sq/ft Cut `t( PIN (3(0 (cu/yd) Owl ormrworr sue warire -NEV.21XV2000 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water kilo the soli mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater cpimitties or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include,but are not Nmked to roof tops,walkways, patios,driveways, parking lots or storage areas,concrete or asphalt paving,gravel roads.packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural kfitration of stormwater. FORMWATER CALULATIONS—IMPERVIOUS SURFACE kePieved Structures(ad roof area) 2 1OD sq/N Structures(ate roof was) sqm Sidewalks -q/ft Sidewalks . scyft Patios /DQGK5 144 r�1', sq/R Patios w+ft Solid Decks sq/ft Solid Decks k2aCVeCl y2 sgrR (without infiltration below) (without frditration below) Driveway,parking,roads,etc ei45Ti 1s L sq/ft Driveway,parking,roads,etc l LI 00 sot Other sq/fi Other sg/R Total New .1 sq/ft Total Existing sg/ft TOTAL NEW+TOTAL EXISTING* 3 7 sgfft "This amount w0 be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total milling Impervious surface above by the size of the parcel and convert to a percentage: t70 % Does the site have 35%or more of milks impervious surface? Circle: Yes 0 FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,lie proposal Is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow ChM to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement 02—Construction Stormwater Pollution Prevention--an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construc on phase of the projecrt. Pick up the Construction Stormwater Pollution Prevention(SWPP)Best Management Practices(BMPs) Packet. Proponents of"medium"projects—those that must meet only Minimum Requirements 01 through 05--and for larger projects—those that must meet all 10 Minimum Requirements--are required to submits Stormwater Site Plan. DCD has prepared a submittal template of a Stormwetsr Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stammerer Mana ment Manuel. APPLICANT SIGNATURE By signing the Sto nwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the fug knowledge and consent of all owners of the affected property. � (LANDOWNER AUTHORIZED WOATIVII shel ■TuRE) ATE) Morm/atm Ma wettaheet—REV.200120©0 2 • S Sally Ellis Subject: Deanna Wohlman Location: 426 Port Hadlock Heights Rd Start: Wed 8/6/2014 1:15 PM End: Wed 8/6/2014 2:15 PM Recurrence: Weekly Recurrence Pattern: every Wednesday from 1:00 PM to 2:00 PM Organizer: Mary Blain 426 Port hadlock heights road- New Manufactured home- Parcel 989500001 Sep 96-00080 360-661-4365 1 Parcel Details • Page 1 of 2 Jefferson 0 County Lifi'f,,,'�°era�o �� .� fi T -"i°i 7i . t ,_:a '1 FZ w P,_ ‘ u�'] e j 1, t„„ . ,�.. ' . � : ... Home - County Info 4.-Departments : Searchh Parcel Number: 989506126 : SEARCH,I Parcel Number: 989506126 //�� Printer Friendly Owner Mailing Address: �p i� J oc0 O v INFORMATION ONLY • Site Address: 426 PT HADLOCK HGHTS RD PORT HADLOCK 98339 Section: 11 School District: Chimacum (49) orb ,, , 4 Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Other Exempt 61 d Range: 1W Tax Code: 211 Planning area: Tri-Area (4) 66 Oo j 0 0 Sub Division: PORT HADLOCK HEIGHTS MH PARK Assessor's Land Use Code: 1103 - MOBILE HOMES (improvements only - on leased land) Property Description: PORT HADLOCK HEIGHTS MH PARK I LOT 26 IMPS ONLY Click on photo for larger image. [x; No iii No 2nd Photo Photo Available Available No Assessor No Permit Data Available Data Map Parcel Plats&Surveys Available Tax,A/V, Sales Info Jefferson County HOME I COUNTY INFO 1 DEPARTMENTS 1 SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 5/20/2014 COACH CORRAL INC Page 1 of 2 • • 0 Washington State Department of Labor & industries I COACH CORRAL INC Owner or tradesperson 377 S BURLINGTON BLVD PADGETT, DALE A BURLINGTON, WA 98233 360-848-1260 Principals SKAGIT County PADGETT, DALE A, PRESIDENT PADGETT, KEITH A, SECRETARY Doing business as COACH CORRAL INC WA UBI No. Business type 600 138 950 Corporation Parent company COACH CORRAL MOBILE HOME SALES ILicense Verify the contractor's active registration/license/certification (depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. COACHC*254MJ Effective—expiration 07/11/1975—07/23/2015 Bond WESTERN SURETY CO $12,000.00 Bond account no. 15326214 Received by L&I Effective date 07/09/2009 07/11/2009 Expiration date Until Canceled Bond history Insurance HANOVER INSURANCE CO $1,000,000.00 Policy no. ZDS917103300 Received by L&I Effective date 06/11/2014 06/28/2011 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600138950&LIC=COACHC*254MJ&SAW= 8/7/2014 COACH CORRAL INC Page 2 of 2 • Expiration date . 06/28/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 08-2-07258-2 Closed/Satisfied Complaint filed by Complaint against bond(s)or savings JAMES LIMING &JANA WASICKI 0679278 Complaint date Complaint amount 09/09/2008 $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so, verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 327,943-00 Doing business as COACH CORRAL INC Estimated workers reported Quarter 2 of Year 2014"7 to 10 Workers" L&I account representative T3/THOMAS BOYLE (360)902-4886-Email: BOYT235 @Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Access Washingtono https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600138950&LIC=COACHC*254MJ&SAW= 8/7/2014 • Front Parcel Review L� t _ OO Parcel 989500001 Printed: August 8, 2014 BRODERS INC Site Address(es): 4503 OLD GARDINER RD DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 PORT TOWNSEND,WA 98368-9778 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 ORT HADLOCK HEIGHTS PL PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 JRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 JRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 ORT HADLOCK HEIGHTS PL PORT HADLOCK,WA 98339 JRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 ORT HADLOCK HEIGHTS PL PORT HADLOCK,WA 98339 ORT HADLOCK HEIGHTS PL PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 ORT HADLOCK HEIGHTS PL PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DIRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK, WA 98339 DRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 DIRT HADLOCK HEIGHTS RD PORT HADLOCK,WA 98339 Parcel Number: 989500001 S-T-R: 11-29N-1W Total Acreage 26 Legal Description PORT HADLOCK HEIGHTS MH PARK BINDING SITE Land Use: 1500 PLAN LOTS 1 THRU 45 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 49 Zoning: to v 5 COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans • [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on itted plot plan must match the property lines alOntified on the Assessor's 1/4 map) [ ] Legal Access to Property YES) NO [ ] Parcel Tags or Scanned Documents YES [ ] ESA's: Special Reports Nearby YES [ ] Designated Ag YES l�J [ ] Shoreline Designation: YES [ ] Shoreline Slope Stability: NO -: b/-e ay, /4fi Stream Type:YES FWHCA: YES Wetlands: YES • Rare Plants:YES i Seismic: YES • Landslide: YES t t . .L A,' /r r Flood: YES 41• Erosion: YES Aquifer Recharge Area NO I t iOA •h 't A •Or SIPZ: none At Risk High Risk oasta i n i reel w�; ,_ .. i 110 S i;n lit CMZ: non- High Risk Mod-_ate RiskDisconnected CM Stormwater site plan submitted: taw pr + e i � S e. [ ] Forest Lands: YES Adjoining Forest Lands: Al d CommerciaU Rural/ Inholding [ ] Mineral Lands: YES • i lti 4 v t,�l tkih't 40 r C • Agricultural Lands: o, [ ] Archaeology: YES NO [ ] No Shooting Zone: fili0 NO Q%#7)&Ci1/n -tk /i Clc [ ] Stormwater: New Impervious Surface f1A'S4**and Disturbing Activity /1 7LT s7/1t- ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Re' #1 thru#10 Engineering [ ] Notice Provisions/Disclosure:A irport YES o', MRL E 4) ,ter Forest Land KAM [ ] Landscaping Required: Yes f • 0 v, [ ] Parking Spaces Re' .ired NO Other f 1 Building Height: 4141 UBC Standard [ ] Impervious Surface coverage percentage: `Z -j%c. Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% urea of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: C)' Left Side: 5 Right Side: 5' Rear: 5 Shoreline Setback: Ni f LSHA Setback: N/A [ ] Road Classification: ?-6v at-e-. Road Approach: EXISTING NOT.REQ,D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: NM [ ] Existing Case(s)&C ndition(s): 4-e S Violations: Yes No [ ] Recorded Date of Subdivision: • l l 'it, �Q Crilko Over 5yrs=UDC Plat Conditions: Jp_ cakj j 4.j(J \c ' 3 e, <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictiv Covenant YE`WO submitted: YES NO [ ] UGA No Protest Agreement YES l_0 submitted: YE NO [ ] Site Visit conducted YES [ ] Require Final Zoning Approval YES (c_! SOM99-00289 BRODERS INC F Application Received: 3/30/2000 Per sued/Case closed: Cas aled: BLD00-00040 BROWN F Application Received: 1/14/2000 Permit Issued/Case closed: 1/25/2000 Case Finaled: 3/23/2001 MANUFACTURED HOME INS IALLATION SOM99-00336 BRODERS INC F Application Received: 3/30/2000 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 12 of 12 [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Plit Plan N/A YES • Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 989500001 Review Cases Name Type Status Planner BLD00-00561 BROCKINGTON F Application Received: 8/29/2000 Permit Issued/Case closed: 9/14/2000 Case Finaled: 10/18/2001 MANUFACTURED HOME INSTALLATION BLD00-00686 BROCKINGTON F Application Received: 10/17/2000 Permit Issued/Case closed: 2/5/2001 Case Finaled: 3/29/2002 GARAGE-DO NOT FINAL UN IL WE CHECK WITH KEVIN RUSSELLIIIIIIIWIIIII CAR00-00387 BRODERS INC F Application Received: 8/29/2000 Permit Issued/Case closed: 8/31/2000 Case Finaled: 8/31/2000 Manufactured Home Installation PRJ00-00208 BRODERS INC P Application Received: 8/31/2000 Permit Issued/Case closed: Case Finaled: MANUFACTURED HOME INSTALLATION BLD00-00657 GROW F Application Received: 10/6/2000 Permit Issued/Case closed: 10/31/2000 Case Finaled: 1/11/2001 ATTACHED GARAGE CAR00-00450 BRODERS INC F Application Received: 10/6/2000 Permit Issued/Case closed: 10/10/2000 Case Finaled: 10/10/2000 attached garage PRJ00-00229 BRODERS INC P Application Received: 10/10/2000 Permit Issued/Case closed: Case Finaled: ATTACHED GARAGE BLD02-00421 LOPEZ F Application Received: 7/24/2002 Permit Issued/Case closed: 7/24/2002 Case Finaled: 11/18/2002 ABOVE GROUND PROPANE TANK BLD04-00676 CHASE F Application Received: 10/26/2004 Permit Issued/Case closed: 10/26/2004 Case Finaled: 11/15/2005 250 GALA/G PROPANE TANK BLD11-00251 KLINGER C Application Received: 9/13/2011 Permit Issued/Case closed: 9/13/2011 Case Finaled: HEAT PUMP BLD14-00195 BRODERS INC 1 P David Wayne Johnson Application Received: 6/6/2014 Permit Issued/Case closed: Case Finaled: New Manufacture home BLD14-00286 BRODERS INC P Anna Bausher Application Received: 8/7/2014 Permit Issued/Case closed: Case Finaled: New Manufacture Home BLD98-00300 BRODERS F Application Received: 5/20/1998 Permit Issued/Case closed: 5/28/1998 Case Finaled: 8/4/1998 MOBILE HOME INSTALLATION BLD00-00684 NEWMAN F Application Received: 10/12/2000 Permit Issued/Case closed: 10/17/2000 Case Finaled: 12/7/2000 RV CARPORT BLD00-00181 BRODERS INC F Application Received: 3/21/2000 Permit Issued/Case closed: 4/6/2000 Case Finaled: 5/9/2000 20 X 20 GARAGE SEP99-00336 BRODERS, INC F Application Received: 12/22/1999 Permit Issued/Case closed: 1/11/2000 Case Finaled: 3/30/2000 BLD00-40 Lot 18 TO CUGTIGTONITY SYSTEM"B", SEP95-0291 BLD00-00127 BRODERS F Application Received: 2/23/2000 Permit Issued/Case closed: 2/24/2000 Case Finaled: 2/24/2000 PROPANE TANK INS(ALLATION BSP94-00001 BRODERS F Application Received: 1/5/1994 Permit Issued/Case closed: 1/17/1997 Case Finaled: 4/15/1998 to construct a mobile home park with approximately 45 sites \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 3 of 12 ENV98-00007 BRODERS F J SMITH Application Received: 10/28/1998 Per sued/Case closed: Cas aled: 9/20/2000 Appeal of Denial of SEPA Condition Modification on the school mitigation fee for the Port Hadlock Heights Mobile Home Park, Case#BSP94-0001.The Hearing Examiner will first consider the Department of Community Development request to dismiss the appeal and then the appeal of denial. COM11-00089 BRODERS INC FIN Application Received: 7/7/2011 Permit Issued/Case closed: Case Finaled: 8/29/2011 EXM00-00053 BRODERS INC F Application Received: 12/19/2000 Permit Issued/Case closed: 2/2/2001 Case Finaled: 2/2/2001 Adjust boundary common to lots 8 and 9 of Port Hadlock Heights. Areas of each lot do not change. MLA02-00176 BLD02-00190 MLA02-00176 LOPEZ 1 F Stacie Hoskins Application Received: 4/9/2002 Permit Issued/Case closed: 4/25/2002 Case Finaled: 11/18/2002 MANUFACTURED HOME INSTALLATION PRJ02-00121 MLA02-00176 LOPEZ A Application Received: 7/24/2002 Permit Issued/Case closed: Case Finaled: MANUFACTURED HOME INSTALLATION MLA02-00269 BLD02-00275 MLA02-00269 BRODERS INC 1 F Stacie Hoskins Application Received: 5/10/2002 Permit Issued/Case closed: 6/12/2002 Case Finaled: 5/14/2004 GARAGE MLA02-00386 BLD02-00407 MLA02-00386 LINDSEY I F Michelle Farfan Application Received: 7/16/2002 Permit Issued/Case closed: 7/18/2002 Case Finaled: 5/14/2004 COVERED DECK MLA03-00363 BLD03-00405 MLA03-00363 YOUNG I F Stacie Hoskins Application Received: 6/26/2003 Permit Issued/Case closed: 9/5/2003 Case Finaled: 10/21/2003 NEW POLE BUILDING UN LEASED PROPERTY M LA03-00372 BLD03-00410 MLA03-00372 COXEN I F Stacie Hoskins Application Received: 7/1/2003 Permit Issued/Case closed: 7/31/2003 Case Finaled: 7/12/2004 NEW MANUFACTURED HUME INSTALLATION MLA03-00465 BLD03-00509 MLA03-00465 COXEN I F Michelle Farfan Application Received: 8/12/2003 Permit Issued/Case closed: 9/29/2003 Case Finaled: 11/25/2003 GARAGE AND BREEZEWAY M LA03-00584 BLD03-00661 MLA03-00584 CAREY I F Mo-chi Lindblad Application Received: 10/21/2003 Permit Issued/Case closed: 11/10/2003 Case Finaled: 11/16/2004 NEW MANUFACTURED HOME MLA03-00614 BLD03-00714 MLA03-00614 CAREY I F Mo-chi Lindblad Application Received: 11/14/2003 Permit Issued/Case closed: 12/29/2003 Case Finaled: 8/4/2004 NEW ATTACHED GARAGE M LA04-00008 BLD04-00009 MLA04-00008 KRACK I F Mo-chi Lindblad Application Received: 1/7/2004 Permit Issued/Case closed: 2/3/2004 Case Finaled: 10/29/2004 NEW MANUFACTURED HOME AND 500 GAL UNDERGROUND PROPANE TANK BLD04-00012 MLA04-00008 KRACK I F Mo-chi Lindblad Application Received: 1/9/2004 Permit Issued/Case closed: 2/4/2004 Case Finaled: 10/29/2004 NEW DETACHED GARAGE MLA04-00159 BLD04-00191 MLA04-00159 RONDEAU I F Michelle Farfan Application Received: 3/24/2004 Permit Issued/Case closed: 4/6/2004 Case Finaled: 7/26/2005 NEW MANUFACTURED HOME M LA04-00467 BLD04-00497 MLA04-00467 CHASE I F Mo-chi Lindblad Application Received: 7/26/2004 Permit Issued/Case closed: 8/4/2004 Case Finaled: 11/15/2005 NEW MANUFACTURED HOME \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 4 of 12 MLA04-00566 BLD04-00606 MLA04-00566 • BRODERS INC W Mo-chi Lindblad Application Received: 9/27/2004 Permit Issued/Case closed: Case Finaled: NEW MFH (LOT 33) MLA04-00567 BLD04-00608 MLA04-00567 BRODERS INC I F Mo-chi Lindblad Application Received: 9/27/2004 Permit Issued/Case closed: 11/22/2004 Case Finaled: 10/21/2005 NEW MFH (LOT 11) MLA04-00568 BLD04-00609 MLA04-00568 LARSON 1 F Mo-chi Lindblad Application Received: 9/27/2004 Permit Issued/Case closed: 10/21/2004 Case Finaled: 10/21/2005 NEW MFH MLA05-00088 BLD05-00082 MLA05-00088 BRODER INC I F Z NISWONGER Application Received: 2/11/2005 Permit Issued/Case closed: 3/9/2005 Case Finaled: 3/17/2006 NEW MANUFACTURED HOME(LOT 24) MLA05-00222 BLD05-00226 MLA05-00222 BRODERS INC I F Z NISWONGER Application Received: 4/13/2005 Permit Issued/Case closed: 5/19/2005 Case Finaled: 10/21/2005 DETACHED GARAGE MLA05-00353 BLD05-00379 MLA05-00353 BRODERS I F Michelle Farfan Application Received: 6/9/2005 Permit Issued/Case closed: 7/7/2005 Case Finaled: 8/29/2007 NEW MFH (SERIAL#ORE-473871) MODEL#KS44042 M LA05-00494 BLD05-00533 MLA05-00494 BRODERS INC 1 F Michelle Farfan Application Received: 8/18/2005 Permit Issued/Case closed: 9/8/2005 Case Finaled: 11/8/2005 NEW DETACHED GARAGEUNFIEATED-NO PLUMBING M LA05-00510 BLD05-00548 MLA05-00510 BRODERS INC 1 F Michelle Farfan Application Received: 8/24/2005 Permit Issued/Case closed: 8/31/2005 Case Finaled: 5/21/2007 NEW MAN HOMES W/AI (ACHED COVERED PORCH ALREADY L&I INSPECTED MLA05-00564 BLD05-00606 MLA05-00564 OMBERG I F Z NISWONGER Application Received: 9/20/2005 Permit Issued/Case closed: 10/10/2005 Case Finaled: 4/14/2006 NEW DETACHED GARAGE M LA05-00612 BLD05-00658 MLA05-00612 BRODERS INC I F Greg Ballard Application Received: 10/13/2005 Permit Issued/Case closed: 11/17/2005 Case Finaled: 10/29/2008 MFG HOME INSTALL(MOL)EL#6626-ICK-2B-CATH)ser#ORE489204 William &Karin Blanchand M LA05-00739 BLD05-00782 MLA05-00739 BRODERS INC I F Mo-chi Lindblad Application Received: 12/22/2005 Permit Issued/Case closed: 1/31/2006 Case Finaled: 10/6/2008 NEW MAN HM (Paul and Mary Gardner) Lot 22 SER#ORE4817b8 SEP05-00428 MLA05-00739 BRODERS INC 1 F Application Received: 12/22/2005 Permit Issued/Case closed: 1/16/2006 Case Finaled: 9/10/2008 Lot#22-TANK ONLY I 0 COMMUNITY DF SEP95-290 M LA06-00031 BLD06-00023 MLA06-00031 BRODERS INC I F Zoe Ann Lamp Application Received: 1/20/2006 Permit Issued/Case closed: 3/13/2006 Case Finaled: 10/3/2007 NEW M/F HOME INS TALL(I-OR JOE &JEANNE BATTENBURG) SERIAL#HER0255140RABC M LA06-00114 BLD06-00113 MLA06-00114 BRODERS INC F Michelle Farfan Application Received: 3/14/2006 Permit Issued/Case closed: 4/7/2006 Case Finaled: 9/28/2009 lot 41 NEW M/H INSTALL (Kathy Thomas)ser#ORE-395395 MLA06-00138 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 5 of 12 BLD06-00141 MLA06-00138 BRODERS INC F Michelle Farfan Application Received: 3/28/2006 Per sued/Case closed: 4/21/2006 Cas aled: 10/13/2006 NEW DETATCHED UNH CD GARAGE(Lot 33) MLA06-00238 BLD06-00253 MLA06-00238 BRODERS INC I F Michelle Farfan Application Received: 5/12/2006 Permit Issued/Case closed: 6/5/2006 Case Finaled: 10/27/2006 NEW M/H (FIRST EDI I ION) (GEORGE&LELA WRIGHT) SN 2511 W/08392 MLA06-00381 BLD06-00399 MLA06-00381 BRODERS INC 1 F Mo-chi Lindblad Application Received: 7/12/2006 Permit Issued/Case closed: 8/21/2006 Case Finaled: 7/11/2007 (LOT 43)NEW MANUI-ACI URED HOME INSTALLATION MODEL STARVIEW KS-48052-Serial9U91-0152-V MLA06-00418 BLD06-00428 MLA06-00418 BRODERS INC 1 C Michelle Farfan Application Received: 7/24/2006 Permit Issued/Case closed: 8/15/2006 Case Finaled: NEW DETACHED GARAGE-UNHTD, NO PLMB MLA07-00129 BLD07-00101 MLA07-00129 BRODERS INC I F Mo-chi Lindblad Application Received: 3/14/2007 Permit Issued/Case closed: 4/6/2007 Case Finaled: 12/9/2008 NEW MFH(Steve Holstine)&A/G 250 GAL PROP TANK(ADDED 6/20/01) Lot 30 Model 2826 SERIAL NO.VMHI2826W74964AB MLA07-00148 BLD07-00120 MLA07-00148 BRODERS INC I F Mo-chi Lindblad Application Received: 3/22/2007 Permit Issued/Case closed: 4/12/2007 Case Finaled: 7/8/2011 NEW DETACHED GARAGE (BATTENBURG)LOT 39&40 MLA07-00266 BLD07-00254 MLA07-00266 BRODERS INC I F Michelle Farfan Application Received: 5/23/2007 Permit Issued/Case closed: 6/29/2007 Case Finaled: 10/12/2007 NEW MH HOME(Lot 38)(tor Eldon Marlow) SERIAL NO. 8131801 (ORE-496812) MODEL CHAMPION M LA07-00316 BLD07-00305 MLA07-00316 BRODERS INC 1 F Michelle Farfan Application Received: 6/11/2007 Permit Issued/Case closed: 6/29/2007 Case Finaled: 9/11/2008 LOT 34 NEW MFH (Mr1=115WNER JOE AND JEAN NOEL) MODEL GREENBRIAR 6303CT-SERIAL NO. 2191-0492-V-B&2191 0492-V-A MLA07-00368 BLD07-00352 MLA07-00368 BRODERS INC I F Michelle Farfan Application Received: 6/29/2007 Permit Issued/Case closed: 8/3/2007 Case Finaled: 1/3/2008 NEW M/H (LOT 27) SERIAL#28654 (ZELLER) MLA07-00390 BLD07-00370 MLA07-00390 BRODERS INC 1 F Michelle Farfan Application Received: 7/11/2007 Permit Issued/Case closed: 8/13/2007 Case Finaled: 10/5/2007 NEW DETACHED POLE BUILDING/GARAGE UNHEATED AND NO PLUMBING LOT 4 KLINGER M LA07-00396 BLD07-00374 MLA07-00396 BRODERS INC 1 F Michelle Farfan Application Received: 7/13/2007 Permit Issued/Case closed: 8/29/2007 Case Finaled: 9/3/2008 NEW ATTACHED GAI{AGE I 0 GARAGE READY MFH (STEVEN HOLSTINE)LOT 30 MLA07-00542 BLD07-00509 MLA07-00542 BRODERS INC I F Michelle Farfan Application Received: 9/18/2007 Permit Issued/Case closed: 11/9/2007 Case Finaled: 1/2/2008 NEW GARAGE ATTACHED I 0 EXISTING M/H (Lot 27) MLA07-00602 BLD07-00565 MLA07-00602 BRODERS INC 1 F Michelle Farfan Application Received: 10/31/2007 Permit Issued/Case closed: 11/15/2007 Case Finaled: 1/25/2008 NEW DETACHED GARAGE-UNHTD, NO PLMB (LOT 34) (NOEL, JOE AND JEAN) M LA08-00413 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 6 of 12 BLD08-00402 MLA08-00413 BRODERS INC F Michelle Farfan Application Received: 9/9/2008 Per sued/Case closed: 10/14/2008 Cas aled: 10/12/2009 NEW MANUFACTURED HOME-2008 KARSTEN KB-68083(Lot 45) SER#29290 MLA08-00465 BLD08-00482 MLA08-00465 BRODERS INC I F Michelle Farfan Application Received: 11/13/2008 Permit Issued/Case closed: 12/30/2008 Case Finaled: 2/18/2009 NEW DETACHED GANGS,UNHEATED &NO PLUMBING (Lot 45) BLD98-00040 BRODERS F Application Received: 1/19/1998 Permit Issued/Case closed: 2/11/1998 Case Finaled: 3/19/1998 Manufactured Home Installation BLD98-00560 BRODERS F Application Received: 9/1/1998 Permit Issued/Case closed: 10/6/1998 Case Finaled: 1/26/1999 attached garage BLD98-00561 BRODERS F Application Received: 9/1/1998 Permit Issued/Case closed: 10/6/1998 Case Finaled: 1/26/1999 mobile home installation BLD99-00502 JONES F Application Received: 8/3/1999 Permit Issued/Case closed: 8/30/1999 Case Finaled: 11/1/1999 manufactured home installation BLD99-00521 HANSON F Application Received: 8/11/1999 Permit Issued/Case closed: 8/24/1999 Case Finaled: 8/25/2000 manufactured home installation BLD99-00677 HANSON F Application Received: 10/8/1999 Permit Issued/Case closed: 10/21/1999 Case Finaled: 8/25/2000 garage BLD99-00698 YOUNG F Application Received: 10/12/1999 Permit Issued/Case closed: 10/14/1999 Case Finaled: 10/22/1999 propane tank installation BLD99-00765 HULBERT F Application Received: 11/15/1999 Permit Issued/Case closed: 11/23/1999 Case Finaled: 12/1/2000 manufactured home installation CAR99-00319 BRODERS F Application Received: 8/4/1999 Permit Issued/Case closed: 8/9/1999 Case Finaled: 8/9/1999 new tank CAR99-00337 HANSON F Application Received: 8/11/1999 Permit Issued/Case closed: 10/11/1999 Case Finaled: 10/11/1999 manufactured home installation OTH94-00003 BRODERS F Application Received: 1/7/1994 Permit Issued/Case closed: Case Finaled: 5/15/2006 plat review: binding site plan#BS1'94-0001 SEP96-00073 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: lot 2 SEP96-00074 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: Case Finaled: cancelled, now connected to CMY DF C SEP96-00075 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/10/2002 Case Finaled: Lot 44, reserve area on lot 45 SEP96-00076 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: lot 39(was lot 40 in preliminary) SEP96-00077 BRODERS F Application Received: 3/25/1996 Permit Issued/Case closed: 9/10/2002 Case Finaled: 5/2/2005 lot 42(was lot 43 on preliminary) SEP96-00078 BRODERS Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: info filed to SEP06-226 lot 43,was Lot 34 on preliminary plan \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 7 of 12 SEP96-00080 BRODERS F Application Received: 3/25/1996 Permi sued/Case closed: 5/27/1998 Case aled: 6/9/1998 Lot 26 SEP96-00081 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: filed to SEP06-139, now connecting to Community System "C", SEP95-290. lot 25 SEP96-00082 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: lot 5 SEP96-00083 BRODERS I Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: Lot 6, system and reserve in open space SE of lot SEP96-00084 BRODERS F Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: 1/23/2006 lot 7 SEP96-00085 BRODERS F Application Received: 3/25/1996 Permit Issued/Case closed: 3/22/2000 Case Finaled: 1/8/2001 lot 4 of Port Hadlock Heights EES 8/6/07 SEP96-00086 BRODERS C Application Received: 3/25/1996 Permit Issued/Case closed: 9/9/2002 Case Finaled: Lot 1, reserve in open space across Port Hadlock Heights Rd. SEP96-00087 BRODERS F Application Received: 3/25/1996 Permit Issued/Case closed: 8/13/1999 Case Finaled: 10/22/1999 lot 3 SEP98-00014 BRODERS F Application Received: 1/20/1998 Permit Issued/Case closed: 2/10/1998 Case Finaled: 3/16/1998 lot 15 and 16 tank, DF SEP98-00195 BRODERS F Application Received: 9/9/1998 Permit Issued/Case closed: 10/5/1998 Case Finaled: 6/7/1999 lot 19, DFC SEP99-00227 BRODERS F Application Received: 8/4/1999 Permit Issued/Case closed: 8/27/1999 Case Finaled: 10/18/1999 Lot 32,CMY DF B, BLLS39-502 PRJ00-00044 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: broders mobile home pare PRJ00-00045 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: broders mobile home par ck PRJ00-00046 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: Broders mobile home par ck PRJ00-00047 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: Land review for mobile home park PRJ00-00048 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: Broders mobile home park PRJ00-00049 BRODERS INC P Application Received: 3/23/2000 Permit Issued/Case closed: Case Finaled: Dick Broders Mobile Home Park BLD00-00511 GROW F Application Received: 8/2/2000 Permit Issued/Case closed: 8/29/2000 Case Finaled: 1/11/2001 MANUFACTURED HOME INS FALLATION CAR00-00347 BRODERS INC F Application Received: 8/2/2000 Permit Issued/Case closed: 8/25/2000 Case Finaled: 8/25/2000 290-septic tank to community system CAR00-00379 BRODERS INC F Application Received: 8/2/2000 Permit Issued/Case closed: 8/25/2000 Case Finaled: 8/25/2000 septic \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 8 of 12 PRJ00-00183 BRODERS INC P Application Received: 8/3/2000 Perm ued/Case closed: Case_ aled: SEP00-00191 BRODERS INC F Application Received: 8/2/2000 Permit Issued/Case closed: 8/24/2000 Case Finaled: 1/9/2001 BLD00-511 lot 23 connected to SEP95-290, system "C" SOM00-00191 BRODERS INC F Application Received: 1/9/2001 Permit Issued/Case closed: Case Finaled: SEP02-00011 BRODERS INC F Application Received: 1/14/2002 Permit Issued/Case closed: 1/22/2002 Case Finaled: 10/21/2002 sep99-290 with this file. Tank and pump chamber connected to System C SOM02-00011 BRODERS INC F Application Received: 10/21/2002 Permit Issued/Case closed: Case Finaled: PRJ03-00160 BRODERS INC A Application Received: 8/12/2003 Permit Issued/Case closed: Case Finaled: lot 8 CONNECTED TO COMMUNI TY SYSTEM A-SEP95-289 SEP03-00170 BRODERS INC F Application Received: 6/24/2003 Permit Issued/Case closed: 7/17/2003 Case Finaled: 11/7/2003 lot 8 CONNECTED TO COMMUNI TY SYSTEM A-SEP95-289 SOM03-00170 BRODERS INC F Application Received: 11/7/2003 Permit Issued/Case closed: Case Finaled: PRJ03-00214 BRODERS INC P Application Received: 10/21/2003 Permit Issued/Case closed: Case Finaled: LOT 20 SEP03-00267 BRODERS INC F Application Received: 10/21/2003 Permit Issued/Case closed: 11/6/2003 Case Finaled: 4/7/2004 LOT 20 connected to Sys. "C", SEP95-290 SOM03-00267 BRODERS INC F Application Received: 4/7/2004 Permit Issued/Case closed: Case Finaled: SOM03-00293 BRODERS INC F Application Received: 8/2/2004 Permit Issued/Case closed: Case Finaled: PRJ04-00077 BRODERS INC P Application Received: 3/25/2004 Permit Issued/Case closed: Case Finaled: LOT 37 SEP04-00077 BRODERS INC F Michelle Farfan Application Received: 3/24/2004 Permit Issued/Case closed: 4/5/2004 Case Finaled: 4/15/2005 LOT 37, connected to Community system "A", SEP95-289 SOM04-00077 BRODERS INC F Application Received: 4/15/2005 Permit Issued/Case closed: Case Finaled: SOM04-00168 BRODERS INC F Application Received: 12/28/2004 Permit Issued/Case closed: Case Finaled: SOM04-00245 BRODERS INC F Application Received: 5/2/2007 Permit Issued/Case closed: Case Finaled: SOM04-00246 BRODERS INC F Application Received: 4/4/2005 Permit Issued/Case closed: Case Finaled: SOM05-00043 BRODERS INC F Application Received: 9/14/2005 Permit Issued/Case closed: Case Finaled: SEP05-00342 BRODERS INC F Application Received: 10/7/2005 Permit Issued/Case closed: 11/13/2005 Case Finaled: 12/13/2006 LOT 13 TANK ONLY CONNEC I EU TO SEP95-00291 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 9 of 12 SOM05-00342 BRODERS INC F Application Received: 12/13/2006 Perml ued/Case closed: Case aled: SOM05-00428 BRODERS INC F Application Received: 12/22/2005 Permit Issued/Case closed: Case Finaled: SEP06-00003 BRODERS INC F Application Received: 1/6/2006 Permit Issued/Case closed: 3/12/2006 Case Finaled: 3/29/2007 lots 39&40 TANK ONLY TO SEP95-289, system A SOM06-00003 BRODERS INC F Application Received: 3/29/2007 Permit Issued/Case closed: Case Finaled: SEP06-00073 BRODERS INC F Application Received: 3/10/2006 Permit Issued/Case closed: 4/6/2006 Case Finaled: 9/10/2008 lot 41 Connected to SEP95-289 SOM06-00073 BRODERS INC F Application Received: 3/10/2006 Permit Issued/Case closed: Case Finaled: SEP06-00139 BRODERS INC F Application Received: 5/12/2006 Permit Issued/Case closed: 6/2/2006 Case Finaled: 10/13/2006 lot 25,connected to Community Sys. "C", SEP95-290. info from expired SEP96-81 filed here SOM06-00139 BRODERS INC F Application Received: 10/13/2006 Permit Issued/Case closed: Case Finaled: SEP06-00226 BRODERS INC F Application Received: 7/11/2006 Permit Issued/Case closed: 8/20/2006 Case Finaled: 4/3/2007 lot 43(was lot 34 on orig. plan)into from SEP96-78 filed here. SOM06-00226 BRODERS INC F Application Received: 4/3/2007 Permit Issued/Case closed: Case Finaled: SEP06-00314 BRODERS INC F Application Received: 9/20/2006 Permit Issued/Case closed: 11/2/2006 Case Finaled: 7/23/2007 lot 30, connected to SEP95-290, System "C" SEP07-00153 BRODERS INC F Application Received: 5/15/2007 Permit Issued/Case closed: 9/15/2008 Case Finaled: 10/10/2007 lot 38,this site is connect to Community Drainfield "A"under SEI-fgb-289. SOM07-00153 BRODERS INC F Application Received: 10/10/2007 Permit Issued/Case closed: Case Finaled: SEP07-00172 BRODERS INC F Application Received: 5/23/2007 Permit Issued/Case closed: 6/28/2007 Case Finaled: 9/18/2008 LOT 34.This site is connected to Community Drainfield "A"under SEP95-289 SOM07-00172 BRODERS INC F Application Received: 5/23/2007 Permit Issued/Case closed: Case Finaled: SEP07-00217 BRODERS INC F Application Received: 6/27/2007 Permit Issued/Case closed: 8/2/2007 Case Finaled: 9/18/2008 lot 27 served by community DI- "C"under SEP95-290, BLD07-352 Mill SOM07-00217 BRODERS INC F Application Received: 6/27/2007 Permit Issued/Case closed: Case Finaled: SEP08-00173 BRODERS INC F Application Received: 8/12/2008 Permit Issued/Case closed: 9/23/2008 Case Finaled: 10/7/2009 lot 45,this site is connected to Community Drainfield "A"under SEP95-289 SOM08-00173 BRODERS INC F Application Received: 8/12/2008 Permit Issued/Case closed: Case Finaled: SEP95-00289 BRODERS F Application Received: 9/19/1995 Permit Issued/Case closed: 4/6/1997 Case Finaled: 1/4/2002 DF A serves lots 8, 9, 34, 35, 36, 3l, 38, 40, 41,45. 7-3 bedroom systems and 3-2 bedroom systems \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 10 of 12 SOM95-00289 BRODERS INC F Application Received: 1/4/2002 Permi ued/Case closed: Case aled: SEP03-00293 BRODERS INC F Application Received: 12/3/2003 Permit Issued/Case closed: 12/23/2003 Case Finaled: 8/2/2004 lot 21,this site is connected to community drainfield "C"SEP95-290 SEP04-00168 BRODERS INC F Application Received: 7/13/2004 Permit Issued/Case closed: 8/2/2004 Case Finaled: 12/28/2004 lot 31, connected to Draintield U, SEP95-290 SEP05-00043 BRODER INC F Application Received: 2/11/2005 Permit Issued/Case closed: 3/6/2005 Case Finaled: 9/14/2005 LOT 24, connected to SEP 95-290-drainfield C SEP95-00290 BRODERS F Application Received: 9/19/1995 Permit Issued/Case closed: 5/16/1997 Case Finaled: 1/4/2002 DF C.Serves lots 14, 19, 20, 21, 22, 23, 24, 27, (28, 29 combined), 30, 31, 25 5-3 bedroom and 7-2 bedroom SEP99-00290 BRODERS C Application Received: 10/20/1999 Permit Issued/Case closed: 11/15/1999 Case Finaled: Lot 14, CMY DF C cancelled per Dick Broders 11/7/00 Information trom this file now with sep02-11 sp 1/22/02 SOM95-00290 BRODERS INC F Application Received: 1/4/2002 Permit Issued/Case closed: Case Finaled: SEP04-00245 BRODERS INC F Application Received: 9/27/2004 Permit Issued/Case closed: 11/2/2004 Case Finaled: 5/2/2007 lot 33-connected to SEP95-291, community system 'B' SEP04-00246 BRODERS INC F Application Received: 9/27/2004 Permit Issued/Case closed: 10/20/2004 Case Finaled: 4/4/2005 lot 11-connected to SEP95-00291, community system "B" SEP95-00291 BRODERS F Application Received: 9/19/1995 Permit Issued/Case closed: 4/6/1997 Case Finaled: 1/4/2002 DF B.serves Iots10, 11, 12, 13, 15, 16, 17, 18, 32, 33 7-3 bedrooms and 3-2 bedrooms. SEP99-00289 BRODERS F Application Received: 10/20/1999 Permit Issued/Case closed: 11/15/1999 Case Finaled: 3/30/2000 BLD99-765, lot 17 connected to community drainfield"B"sep95-0291 SOM95-00291 BRODERS INC F Application Received: 1/4/2002 Permit Issued/Case closed: Case Finaled: SOM96-00077 BRODERS INC F Application Received: 5/2/2005 Permit Issued/Case closed: Case Finaled: SOM96-00080 BRODERS INC RCR Application Received: 6/9/1998 Permit Issued/Case closed: 5/2/2014 Case Finaled: lot 26 SOM96-00084 BRODERS INC F Application Received: 1/23/2006 Permit Issued/Case closed: Case Finaled: SOM96-00085 BRODERS INC F Application Received: 1/8/2001 Permit Issued/Case closed: Case Finaled: SOM96-00087 BRODERS INC F Application Received: 10/22/1999 Permit Issued/Case closed: Case Finaled: SOM98-00014 BRODERS INC F Application Received: 3/16/1998 Permit Issued/Case closed: Case Finaled: lot 15 and 16 tank, DF SOM98-00195 BRODERS INC F Application Received: 6/7/1999 Permit Issued/Case closed: Case Finaled: SOM99-00227 BRODERS INC F Application Received: 10/18/1999 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/8/2014 Page 11 of 12 694 cer i qtasri.),,,5) • BLD14 00286 Review Type: MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00286 Received Date: 8/7/2014 SITE ADDRESS: 426 PORT HADLOCK HEIGHTS RD PORT HADLOCK, 98339 APPLICANT: BRODERS INC PHONE: 360-460-9656 4503 OLD GARDINER RD PORT TOWNSEND WA 98368-9778 SUBDIVISION: 9895 Block: Lot: 1-45 PARCEL NUMBER: 989500001 Section: 11 Township: 29 N Range: 1W CONTRACTOR/ COACH CORRAL INC PHONE: 360-424-8448 DEALER: 3906 CEDARDALE RD MOUNT VERNON WA 98274 -4 Contractor's License COACH*254MJ Expires 7/ 2015 24-7646 REPRESENTATIVE: COACH CORRAL INC PHONE: 360-424-8646 PO BOX 2101 SEQUIM WA 98368 PROJECT DESCRIPTION: New Manufacture Home TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE: TYPE OF IMP NEW MAKE: KIT WEST SETBACK: VALUATION 165,000.00 YEAR: 2015 LABOR& INDUSTRIES APPROVAL? SIZE: 60x40 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Manufactured Homes $532.00 SRE 08/06/14 151367 Add. Manufactured Home: $40.00 SRE 08/06/14 151367 State Building Code $4.50 SRE 08/06/14 151367 Total: $576.50 \\tidemark\data\forms\F_BLD_App_Mob.rpt 8/7/2014 • VAOA -I t a, �4�,SON co AP JEFFERSON COUNTY - DEPARTMENT OF COMMUNITY DEVELOPMENT 4 It.rtm, 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment 16,111 vo.co Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(a.co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project D scription(include separate sheets as necessary): e pitu: E,ti.V I)-)( mi---i C U) /' /U/ Tax Parcel Number: ploth,t4 ,,i (y f2,w. _ Property Size: Z //C SI- t (acres/square feet) Site Address and/or Directions to Property: 71 `S «' /Hz,6, Ptv-i- 1--tlalti,i 1-41,L,i,kit 141 Pi'Y.f- ligaii:c t.:. tt i';) is- 3.6.-/ ,j . Property Owner(s)of Record: I)i(K. A",7ri e 5 Telephone: c Lj i, ,Q C j 5 , Fax: email: Mailing Address: e57,101-1 17L 1) bill= [i i)t' ( / Oo"1) NY f au Aa it;=) LL /9- 675',36,e Applicant/Agent(if different from owner): 0U'ri Mitt(4" t j `OIL i�-L t`-1-/�[ C( 1 K-H (`LV2 1a L 'I�'1-C. Telephone: 1(: 2 y t1<S' Fax: �> L(?Lt---7 cc�'(tc% email: ( H Ytr'ttc �`(C{/CGI Crf; C, t%),`1 Mailing Address: t i;)ta ('ct Cc ILkCLL(L .'-t"[ p - re ale-v-1 L.t;41- 93'2. - What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** XManufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach 0 Short Plat** ❑ Home Business El Cottage Industry ❑ Binding Site Plan** ❑Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: ry N DESIGNATION OF AGENT I hereby designate b - 1 f �, LU'L�1 1'1 ibt 1'1 to act as my agent in matters relating to this application for permit(s). atilt Cnrr ./1-1(--• / OWNER SIGNATURE vi e, l .1i-e'U Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and an equired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the :::a t.,L '�ti itcr∎—• ( 'u- l, 1 ! d pi(, Date: L1-7—ill The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even' you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe b responr ibilitv for adhering to and complying with the A.;The Applicant has read this disclaimer and signs and dates it below. Signature: iL,/% 1 ti%rt �LL4'.t, (Ll tt L i'P 1'i'/' r //1(- Date: /4--/- /t-/ 07/24/2013 • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will bersuming the responsibility of the General Contractor for the proposed project. Signature: b 1",i;i,},d Al, , '1 C=)it i( b lLr l "Y., Date: c I. GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: / y 0LAil 'i%k r'''�i tNi(.. ( (` C, -,2.t.i- S'L!LI ( Z:) LiLLI t,�.i q MAILING ADDRESS: °jt�1 C'W I c ii t'i\(4L-t l4`\C.t., Al's ,., r( '7 iEMAIL: .` t \ - �1 L r� CONTRACTOR'S LICENSE / . ,, WAINS ��� �/tP' t I f:�` �� L-U } NUMBER: ( f A ,;(—• , '1'()Li Iva Jf+ ti'u 1s NUMBER 1`�"'cc I J C SS L4 ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: . Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: • New KL i?II"(J''' '"t i Wood Existing: i�'q+� 1 Sewer I Addition = Steel Proposed: Bank 1 Community System • Alteration/Remodel 1 Concrete Total: Height: Individual System I Repair ii Masonry SEP Permit#5LP C l: -00.3'G Demolition = Other: Bedrooms: 2 Water Supply:=-/ Setback: pp y Private well _. Two Party Type of Heat: Proposed: ,-` X Public LUt✓ Total: G.`i Name of System: If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: ANumber of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: 1(�, Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated q 10O EH BId App Review: —ICI (j 26°Floor Heated i Consistency Review: Ur Other Heated Base fee: 52,r •G �; ` i ` ,� Mezzanine / 't ''t'(� ��St..t�'1 c.+�S Additional Section: ICI u a Heated Basement Plan Check fee: . Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL qoa .9) Decks 14 911/Rd Approach fee: Other TOTAL: $ go.) 50 Receipt Number: 151 `'1 _ Cash/Check Number: ' ® _ _) ESTIMATED COST(REQUIRED) //,,c K Date: •Fair market value of all labor and materials foundatfon ['to1lnish V�/ I LI Initials: tS�^ 07/24/2013 • JACK WESTERMAN III Jefferson Count?Courthouse ASSESSOR PO Box 1220, Port Tonnsend. WA 98308 (360)385.0105 MOBILE HOME INFORMATION FORM OWNER'S NAME/MAILING ADDRESS: NAME: ?,(t-`hh Li-1 i ► ie -7v r'E 2,6.1 ADDRESS: `-j?_ , PT 14o(I 'L pc., 141-: = f i- 1-(Pc-11,a i< u.,y9- '1 52339 PRONE NO. 97c; -- Z3??- 52142_ The purpose of this questionnaire is to obtain information regarding either the current Iocation of a mobile home or the previous ownership and location of a mobile home. This will help our office determine whether the mobile home is already on the tax rolls in Jefferson County or if it has been moved to this county from another area. 1►MOBILE ROME DATA: (A)MAHE KU-I- 14/ r (II)MODEL 300 5?)7l �' / / (C)YEAR W�.�� (D) LENGTH .L* (E) WIDTH ` (F)SERIAL# b (G)YOUR PURCHASE PRICE(Do not include sales tax) l 49 K- PURCHASE DATE 2) PREVIOUS OWNER/LOCATION OF MOBILE HOME: (IF NEW M1 OVE TO QUESTION 3) (A) FROM WHOM DII)YOU PURCHASE MOBILE (1-11(-11 LL�1`/�Ci(� /itj ADDRESS 'dCHIC tedctitic ., . 1LL 1,1L) q z7q (B) WAS MOBILE HOME ASSESSED IN JEFFERSON COUNTY LAST YEAR?Yes No) If Yes, Previous address of mobile. If No,What County was Mobile assessed in last year. 3)WHERE MOBILE HOME IS TO BE LOCATED: (A)WILL THE MOBILE HOME BE IN MOBILE HOME PARK? op No (D)IF LOCATED IN MOBILE HOME PAR 15: f ri- _atii'fiG lie r9 / l l NAME do ADDRESS OF PARK 97,ir P1" Hod list. i-{ qd-s. 72.C1 Lot/Space # (C) IF NOT LOCATED IN MOBILE HOME PARK: NAME OF LAND OWNER: LOCATION ADDRESS REAL PROPERTY PARCEL#/DESCRIPTION f z t, f fnii 1J(t /L ( ri4c- Signalure of applicant THANK YOU FOR YOUR HELP! Lauralee Memel, Property Technician III • 4 , , 011°INT eG4 JEFFERSON COUNTY teritilli4 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend•Washington 98368 4.4f Thr 360/379-4450.360/379-4451 Fax http://www.cojefferson.wa.usicommdevelopmenti Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: I�-L;i rh t..e. I n /cJ oi t t I DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as'small;'medium,"or large' The size determines whether a Stormwater Site Plan is required In conjunction with a stand-alone stormwater management permit application,building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,If required. PARCEL SIZE II.E..SITE Size of parcel -)acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 721-1-1 I 0 sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are Indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. )..AND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL '3i i Calculate the total area to be deared,graded,filled, Answer the following two questions related to �1 excavated,and/or compacted for proposed development conversion of native vegetation: ctSTII 1 project. Include in this calculation the area to be cleared for. rr A Ne�' Does the project convert%acres or more of `I v,� Construction site for structures 1,37�v sq/ft native vegetation to lawn or landscaped areas? l+V n c 41 Drainfield,septic tank,etc. C X.iStt N sq/ft Circle: Yes No Wen,utilities,etc. C kIST.1 lAICI sq/ft Does the project convert 216 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. /100 sq/ft Circle: Yes No Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes olumes of Proposed: Total Land Disturbance I "1 7 % sq/ft Cut Li t W Fill //G (cu/yd) [over) stormwater oak worksheet-REV.2120/2008 t • • r Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios,driveways, parking lots or storage areas,concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2 .IQO sq/ft Structures(all roof area) sq/ft Sidewalks „q/ft Sidewalks sq/ft Patios K 5y sq/ft Patios Solid Decks sq/ft Solid Decks k e r;tCve S 3 { (without Infiltration below) (without infiltration below) Driveway,parking,roads,etc 54∎5 i ni( sq/ft Driveway,parking,roads,etc /Li ?°sg/ft Other sq/ft Other sq/ft Total New ' sq/ft Total Existing /900 sq/ft TOTAL NEW+TOTAL EXISTING* 7 sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: I S Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: if the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of 'small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices(BMPs) Packet. Proponents of'medium"projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance In the Stonnwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 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't , =d-'( AL 1.20 �� .936500007 948902401_948901401 - 03(i$pOD4t ! 9017149130 '401123422 UGA Urban Conxrmcal 90111 [(( � i 90-'114022 9811/ 028/ f UGA-Urban Llghl 9Cu Anal Maspwirkd M JadfeFnm Casty Centel Sender GIS 4r..+ 7---. �800ft UGA-MDR UGA II DR UGA Pubic UGA LDS }} UGA Vsnar Chanted Commerc.. 1.1PR-8RN Bremen CF 801,1 RLO Commove.Fore. • M metal Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. 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Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:45:13 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/15/2014 6' R DRAW' MBER Pio J ' S;tb DRAWIh __ BER E N.,...J VL / RJ2 naN N • m, JM1L �.. . • P„N.CALKOMI.4 PION GI IPOIt T RDLO K HEIGHTS MOIi71ILE HOME PARK 1>liWariVG S PLAN It SP94-#(14 )1 SECTION 11, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON 112/CS ASZNIZIEQS1212(1 I. PPS BNDNG SITE PLAN IS SUBJECT 70 THE ROAD MNNITPMNCE AGREEMENT RECORDED STATE OF WASHINGTON J UNDER JEFFERSON COUNTY AUDITOR'S FILE NUMBER 404261. COUNTY •� 0 nr�aiNL•. _2 2. THIS BINDING SITE PLAN IS SUBJECT TO THE WATER AGREEMENT AND AMENDMENT TO EASEMENT ASSIGNMENT PER AUDITOR'S FILE NO 394370 AND EASEMENT FOR POLE LINE PER VOLUME BI DE DEEDS PAGE 399. 1 CERTIFY THAT I KNOW OR FIVE SATISFACTORY EVIDENCE THAT/660400 BROOM IS THE 3. THE DEDICATED OPEN SPACE FOR THIS MOBILE HOME PARK IS ALL OF THE PLATTED PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED TINT HE SIGNED PROPERTY EXCEPT THOSE PORTIONS LYING WITHIN THE EASEMENT FOR INGRESS.EGRESS THIS INSTRUMENT.ON 04TH STATED TENT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND UTILITY PURPOSES,LOTS 1 TORO AS THE SELF STORAGE AREA AND THE AREA FOR AND ACKNOWLEDGED IT AS THE PRESIDENT OF 60000777 NC..A WASHINGTON CORPORATION, FUTURE USE/PRIVATE PARK/RECREATIONAL FACILITIES OPEN SPACE WILL REMAIN TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES DEDICATED FOR DAT USE AS LONG AS THIS PROPERTY RENMNS N USE AS A MOBILE MENTIONED INS THE INSTRUMENT. HOME PARK. UPON VACATION OF THIS PUT.DEDICATED OPEN SPACE AREAS SHALL DATED: S�RMI fVUAb IMMEDIATELY REVERT 70 THE OWNER OF INC VACATED PUT. ALL AREAS O'UNDISIRUBEO A./• r NATURAL VEGETAIX/N WNHN THE OPEN SPACE DEDICATION SHALL REMAIN UNDISTURBED. L� LOT LEA-SEES AND/OR OWNERS SHALL HAVE LEGAL ACCESS AND TIE RIGHT ICI USE if pRWA b LOT OPEN SPACE AREAS. 'l 4. FOR DISTURBNK'E O'VEGETATION IN ANY AREA WITH A COMB/FATON O'SLOPES GREATER /ICI+A R`I•, TAN 15 PERCENT WITH IMPERMEABLE OR SLOWLY PERMEABLE SOILS.GROUND WATER fief 1 SEEPAGE OR POTENTIALLY UNSTABLE SLOPES THE FOLLOWING CONDITIONS APPLY 115 NY APPOINTMENT A WHENEVER FEASIBLE EXISTING VEGETATION IN TPESE AREAS SHOULD REMAIN IN AN "---�^ UNDISTURBED CONDITION. IF THE AREA IS UNVEGETATED DUE 70 A PREVIOUS DISTURBANCE,IMMEDIATE EFFORTS SMALL BE REWIRED 70 PROVIDE A PERSISTENT NATIVE YEGETAITYE COVER TO PREVENT EROSION OR WARD. B. IN ORDER TO AKNMIZE IMPACTS TO ENORO MENTALLY SENSITIVE AREAS AND ON-SITE G4Al AW VEGETATION.AUTHORIZED CLEARING SHALL BE REQUIRED TO BE DESIGNED 70 MINAWME IMPACTS TO SOIL AND UNDERSTORY VEGETATION BY PROVIDING FOR SEQUENCING AND STAGING WHERE APPROPRIATE r10`• • 5. THIS BINDING SITE PLAN IS SUBJECT TO THE STORM WATER FACILITY MAINTENANCE AGREEMENT RECORDED UNDER JEFFERSON COUNTY AUDITOR'S FILE NUMBER 406240. IL THE 25.-FOOT WIDE BUFFER SHALL REMAIN N ITS NATURALLY VEGETATED CWOTON. NO CONSTRUCTED OR ERECTED FACILITIES SHALL BE PLACED WITH THIS BUFFER WITH TIE EXCEPTION OF UTILITY LINES.FENCING OR SECURITY POSTS. THIS INCLUDES ME EXTERIOR OF LOTS I-6.14-26 AND 43-45. NW.i'E HOTS THIS BINDING SITE PLAN IS BASED ON A SURVEY ON THE WASHINGTON COORDINATE SYSTEM GRID OF 1927.NORTH ZONE. ALL BEARINGS ARE RELATIVE TO SAID GRID. ALL DISTANCES ARE REDUCED TO SAID GRID. THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHODS USING A 7-SECOND AND/OR 5-SECOND THEODOLITE AND AN INFRARED DISTANCE MEASURING DEVICE WITH SOME DISTANCES MEASURED WITH A STEEL TAPE. NOTICE D PDRYIIARFRS FRENTERST WARNING TO PNRYWANFRS leEMNALS APPROVED WITH RESPECT TO COMPLIANCE NMI THE MOBILE HOME PARK REQUIREMENTS DIE LOTS.PARCELS OR TRACTS CONTAINED W1MN THIS SUBDIVISION WERE APPROVED OF THE JEFFERSON COUNTY SUBDIVISION ORDINANCE,AND THE CONDITIONS OF FRILL EASED ON DESIGN STANDARDS AND REGULATORY REQUIREMENTS IN EFFECT AT THE THE BINDING SITE PLAN APPROVAL. 1 O FINAL APPROVAL. SEWAGE DISPOSAL SYSTEMS HAVE NOT BEEN APPROVED FOR THE LOTS.PARCELS OR TRACTS CONTAINED WITHIN THE SUBDIVISION. ORATE SEWAGE %C•AA•MMl'P J %'• DISPOSAL SYSTEMS SHALL MEET DESIGN STANDARDS AND REGULATORY REQUIREMENTS IN DIRECTOR,JEFFERSON COUNTY HEALTH ✓ EFFECT AT THE TIME OF APPLNCATION FOR A SEWAGE DISPOSAL PERMIT. PURCHASER �p5PARTMENT SHOULD CONTACT THE JEr/LNSON COUNTY HEALTH DEPARTMENT FOR PROCEDURES �—/Ol CONCERNING PERMIT APPLICATIONS. ANY REMOVAL OF OR MAJOR DISTRUB4NCES O' SOIL WITHIN 7HE PROPOSED DRAINFIELD AREAS AMY CREATE ATE CONDITIONS THAT ARE pREC10R/1-'J[r/'LIY�ON C01/MY PUBIIG UNACCEPTABLE FOR THE INSTALLATION OF SEWAGE DISPOSAL 5'Y5/EMS. l WORKS DEPARTMENT ,.:r O/tEC JurvMW 1 DEVELOPMENT DIVISION THE EAST HALF OF THE NORTHEAST QUARTER OF we NORTHEAST QUARTER,AND THE SOUTH HALF APPROVED 7F/E ION CO�yT'BOARD Of COMA MIS Y DE OF TNE NORTHEAST OF THE SOUTH QUARTER.SECTION II,or THE TOWNS N29 ORM,ME RANGE WEST.WUAM.R,IN JEFFERSON COUNTY, 1d�n.> 19$04. /I WASHINGTON. CFNL.-K. DE JOINERS SITUATE IN THE COUNTY OF JET HLNSON,STATE OF WASHINGTON. ATTEST CLERK OF THE BOARD//O�F COMMISSIONERS RNRIFYPTRI CERTIFICATE ()(,p 62V10. k.QY LTM2F L BARRAT G.SCOTT PIS.23400,OF NORTHWESTERN TERRITORIES N K ••\T INC.HEREBY COUNT THAT I AM LAND SURVEYOR BY SI 1THE STATE OvA N WASHINGTON(ARVEY DECLARE TH EE ..e ' E/� 1 JuaFnr r-NIPARJS, THIS LAND iA77�� TREASURER OF JEFFERSON COUNTY.WASHINGTON. LAND DESCRIBED HEREIN,CONDUCTED BY ME OR UNDER MY 0 A SUPERVISION.TAT THE DISTANCES COURSES AND ANGLES ARE , '� HEREBY CERTIFY THAT ALL TAXES DUE AND OR DEPOSITS REQUIRED TO COVER SHOWN THEREON CORRECTLY,ANO RAT MONUMENTS OTHER THAN L�. �.J�S THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE HAVE _ SI G� ANTICIPATED TAXES ON ME PROPERTY EMBRACED IN THIS BINDING SHE PLAN HAVE BEEN SET AND LOT CORNERS STAKED W THE GROUND AS DEPICTED r a.������� ON ME BNDING SITE PLAN. % AfG2S7M%IIEO BEEN PAID,UP N AND INCLUDING THE YEAR 19lJjL. sl4097)16 JEFFERSON COUNTY TREASURER EmRFS T7/D/99- -s/�NAk F6.NC RFILWO E4 1 706 O 7A\ N.\ I FILED FOR RECORD AT THE REQUEST OF I 7` MIS 1 LAY DE &/i-N , 19 AIR AD AT '40 MINUTE'S C sinthato PAST.�LOCLOCK_P_.M.AND RECORDED N VOLUME—.1.--OF BINDING SITE I1 KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED OWNERS IN INTEREST &.3� OF THE LAND HEREIN DESCRIBED DECLARE THIS SUBDIVISION TO BE CREATED BY OUR PUNS PAGED RECORDS or JEFFERSON COUNTY,WWSHINGTOH FREE ERTTLATCE SHOWN�EAATD TO THE LOT RENTERS WM1N THIS PLAT THE TO EASEMENTS AS GRANT UNTO DONNA M.GASIFIED G� 1 ll -- 1 RS COUNTY AUDITOR WOOERS.INC.. CORPORATION RICHIARD BRODER&PRESIDENT W PLOTTED or/s\2/20/98 0 0!\SHEET-S.OWG SHEET 5 OF 5 N ® NORTHWESTERN TERRITORIES,NC. 1998 SCALE: AS SHOWN !DAM B" ' PORT HADLOCK HEIGHTS �j� NORTHWESTERN TERRITORIES, INC. DRAWN BY: DJF&RCC U. r AT CHECKED BY: DR- MOBILE HOME PARK ■■ Van - «TGdM M. B9 `HEE RENEW D L BGS BINDING SITE PLAN BSP94-0001 NT l TT SOUTH REABODY.FORT ARBBES WAMPUM PIM DIET 441-9.91 FRAIL 5 A7 E 5 1xPF-lwT 409 • 0 Q I DRAWINe BER " f'81S $, DRAWING R D AF0.00 9.NUMBER COW. POIt TIHIADILOCK HEIGHTS MOzILE HalVIE PARK 1;711V13INCA SEE'PLAN I: "1'44-###1 SECTION 11, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON S 87'58'08" E 1 1'yr./ 143. . 6 0.63 ,', -'1 - - �- - -1___l7 _ _ °8-1 .._ _��� -�- - /6' 1N0.O.F. TO]IM 50.FT. W 10.109 SQ ir. 25 661650.�� 22 21 W ,. `g= �° 4 24 as 23 .o a .4� o:y�, F. 22410 SO rT. 4srHy a.7 4 ��` N o i g ',SA = 4�.�' „' by6 I a 10499 50.FT. 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QO aSrb y4P. 7 ea f 'T_1.7.5 p 10- 1 //f'I L.. 5.00 - \ - E ° / � Q,PS G"SCO i f Q- T i o n SEE SHEET I FOR LEGEND 1 er T % 13 DETAIL B = r • JN O $ = . n n all r - m • • N En.- o m z a r . ■ r ■n W LIJ O rn Z U1 I— a N (ML -N6Z-ZL '/L MN) :i` .KZfcl .99*99L MOON 0 N QC F $ I e I - w.. lip % `p I 41* Ct 1.m z ' J1 ° I k d % d r � L / / I I I rd by 0o 3 I —wwoc 1-1 1 S l / L. I�_ 111 v, m 3 z , AVM H11V3 c J —�I i Y 6 Z N „8 .two r- ,1 I2 W 1 LOOL IIO6 L J J $ O aC7� nvu 1 any r_ e.as ,BL'iC£ 0 N 1 �. J� .CC9CCL e O 2 °z j p r-N F40i pO\ j Oaf N minU 111" � 0O O JJ O U m ,i Jijs? o c ermo �j 0? oby p „ at. pW °o Z x N cow U 6- 1 O,q mznoo. if :40 K a J� — 1.1.20 6 3 3n g�ss 6o" I�I�nI �x" W ° Z 'gym :3 a �i=gX g=b6m W �o I�I-�I` n=ix °pa of a. gin?-, I nl c,' o � eh '�a 855 t ti w3z6t N. M a� .ze. . [,, (tZ Witt g��1�b`1P .- °tpa sOZ99Z (Mt-N6Z - LL VI MN) Z9 XV1 ZLOZ11106 °m 888 __ 3 3 w =- c i c rc 3 bl w 3 o mR oro m 8$ ga. 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Fri Aug 15 16:44:06 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 901023002 90102401-0 vl 901024126 90`C240/ 999400303 r�- .001024028 901024072 901024056901o2441- ga94 J 901024067__ 901024006 r 51,969400106 901023001901024074 SR 1 ig 4`,',.`-5.,=,=„931024409 901024063 CO*may 90'1013016 ,I '1",_ 901024433 904024486 -- .-„ ` i "~ 943700033_____ 901024034:. ✓i 904024if?901024064 901024Q°w9 1`!_. 904013414' 'S = __..._..901024061`. 901043013 }:_ f CI {rid 9tT1024 W2� 901024435 9310130'` ' - i �\ 907ar300d 901024003„7/,';901024047 i �� 979900157 979900500 I _ 901024457 a " I. '. \ i • r-979900100 ! 901024004 901024492 ; J 979900157 r .A f _.024023 `� ,,1'<..•04 < 5 9?2 t �--` 901024048 c 901023006 1-L 901024tti `4- 901024045 901024L c 9010240 v" `t I� ~" 907424075 ` 901024061 t� Bien he Ao 1``� 024060 907024003 9>1iX10024 9735041208 '-- ^:_„r 0* 973500204 901024087 97200 022 T MOTnS ey.Av 901024102 941t19t912 Legend 1 90111.302' �"hoq, 9724JQE)G`_ Selected Features 901111020 / ,( 4F.-._s \ - 901112001 901111015 o i-.r--° I / JC_Roads 1 90t 111004 _ /' ' ° 995900001 9ottttof� 901111007 y r Parcels-H j Lopeman Rd--t I it, 1, 995900002 �i 901122002 - 901112002 . 901111049 i g,.• . .901111019 i' -- ._I . 969500001 Powe"Rd 901122004 m -_ ( ,• 901122001 9071720,2 " 907111009 '�► ,�•_ r tea i —?-L 9417 2072 / 90111100$- 4 it a"fF e 1 i 901112040;;' F ��p', 901112440 _-q ? 90,1„009 y C744191 901122443 1117009 943132043 �901t12046 1 901112013 901112013 901113006 I 942504``;'948901501+= ----- I, 901114007 90` 140143 948901601 948900604 901113001. --a -4-- �... -a f 93+9000+ -____I 948902401 948901401 90112302' 901113002 J{�'� 1 901114030 I 901123022 . 936500002 901114022 90111402.. \6E,;;rmvdnd tn'_e v, ,i:urr,tin r.1&r:cc,GtS ®N1}.dt FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:48:32 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma• •,i 90 023(X2 904024024 W ;k t 1 901024126 " .. 901024071 989400303. ..., , 1 .4'"` _ 0901024028 90102 .r 901024055 .999400304 i 1 901024067 901024008 961024036' "989400181 90Nf2300'9010240190,024488 i t 001024110®931024063 u ' t 10,30,6 3700033 .90102 ■ �_ 90ttl2411,�0162 t `,901024053 `90,013101 +Px rt_ "Y i 10,3413 •.4•1 11 1 �l ,, 001024002 d ' ,102901024045 94141301 . 90`023006 .. 1.►� 1.7 • 90102404 ` I + 979904157 © p• ,' r 9p . i f979900,00 901024004 C 1024092 ,101309799001ST 5 901024023• 11 9 ,024044 90102, •, 90.023..06 ', Of 901024148 90102, 'J 90"024075 901024011 / •04.. 901021081 •4.. 9ti14130,eh k 97356220.a:"che Ay, 901024060 ;:..1024005 972000024,. 973500,17 q 501,. .F 972000022 ;" 901013011 9135f70204 ''40,02 t a' or. ° 9010241+r 972000020 904¢22c06' Selected Features Legend 1 tr lifi •"'� r.' • _ Selected Fe ti f 90-11019 ' '`q'.... t 90„11075 _ a' SC Roads . 90t "004 491590001 + '.1111007, 3”! 1 901122W5 —? Parcels-H 90111101, ... ` r,,;, 2013 Aerial Photos .'2002 11111008 ..srt ' 901122002 ,901f22{ . 989500001- ' 90',2204" 9011220D' ' 901122003 901,22003 '2� r�o * 4122 w 40 M xr..u u.<k.J a.,c_,11_w r,_u r...Sc,......,grit:, FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:48:20 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map r .... ''0'023002 9g2g244 4 to 901024126_/•-� 1i r .eYO.O24o1 a 1•:. lt'f�•1�j,• C9fi1024628.9010240z it I J _,405Y ' *1'.• .+..7 t t .l 7 `III, r .4 901024{} S t di 9gg023g0<9g1ty21022A ' S_h r 86.,ri._,..; ! 1A..`i r�� ..11. •�f6 9010�24004+JOt024O637. !,5.._.. 901024633 9°'°24098 +•�}' p,. 9010241 -"' 9 0 7 024 05 3 ,g01:;300;3,4.,�►-� 943700033 .`�90�O2A4 1 •,.� � S• _Y4064�`90 '`�k w r ;�U t f d r 1 ,y ?j. 90102400k 4'J`.,YQSYL �♦ 4g1g24035 + 90101,i�'.s4 ! 3 901023006 ! 1 90,524003S?4.i.901g24047 l P i`sl, 9795{:fi h r r 'r . 024457 . (f o • Si} T901oSty:t .Cr 9:'_'":16 i"_ ff , ei.. 1' _ ,C. cl lh/f _ '_L1 - '','.744 : �a +a^ L 7 f 7 �s Blancfie Av , r. { 73500004 -.„y �0`-'sz -L _L1 _Ll1;y 1Y620O(Xi • 97 JSDOQ04 1 972000C'•� +• S _ --k^--'+ .. msseyAv~ r,uYi 2Lt'ii2 9/203 0034 -.I” Pil . Legend _ r I_ 9gt1t'.i025 - 910_ Selected Features b I tures 4 901112001 1 901111020 .,/d �'h trr /t ,: 1 f . / 4 t4 JC_Roads ra I 901111000 '� �hL i r i•• 44 `t fr a � '�"" � { :•r � °, �.� 5� i ��� E,2,?G5 ;• Parcels-H • 1, i I 90...,r r r• i 1 ..� Looeman Rd _ .;414.7 7 1 USGS To Y 2 li M __`11t(Y09~ ty3y, t .2' '' it <r}..L2ivic ! 1 77.....±0.`.:., s. r" f S4. i2rr 251-1 1 ' i ---. 7- u ....�7 1 m..:. ` ' t may,'901112012i 90111*4x; T' k i .7 .` It t if �,� 1 _ t fl ` }t(-u09 t` ;� ! 90111201$ ti_ , h 901112013 4ir J (1;;C9.7".•--..'-"••.,\. ,i't it ti ee.901112013. r. .1} f` \:::t to [4,1';�'ti ,} ti 909113006 '1{ _�. a 7 f F r✓ 9489;-,25.3" iHv. �;>. t V j 't 7 k, 9{yt'*4O(70 9011`44'4, Stil_ ' 7 .7811 ri(:' �4,n �._;{-j ...1 . 901113001 J t; 3'71`'' , / ` 1 901113002'. tiJ3fie5pOC}f?f I d ( ( L.A. } � 4Yi"2_L Z2 + ' 936500002 i "''` 7 LZ u .1.28 ti�\tiy1� um ' S1*r a-.7.-4c14�r_C -:r.:w r .: r..!,x.<z:.,.. '45�� { "..1."'y -', ` FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:47:45 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 M»» Output ���y�NN� Puuclofl ��� • - ArcIMS HTML Viewer Ma 001023002 got02,402,41 allir97077'271114111,54 W-„7:9O'0240/1 0594003"2•3 lila.7;i: (,106 soldmie 4- / ^ ��•' ` �y r ~ � ' • '� . :0"024075 931324°" ,b/90102408. -4'64: • •A ... 1 er Legend nu�rns"/A" ~` ~ 97200002o �'�s ~ r Selected Features � ,�*^..4.,,, i \ / JC_Roads �"°^= p"="/,* Transitional Rural Zoning ma«Ru 001122002 �sr—sv 90112200'� „_,,* x"=,es°en.=5 ^�"^�°��, m ' *�mxmo � ' � --' mn,z�a v==x�m�=.``m *� / — �u�' ��"~v��"= ur-xoy — , - ----- - �mn,,xx���� ~' r-- --- U�U «~~*^�~^�° • �� ' III Crossroads CC ^~' ~~~ 1/ «y ~ mx�m� 0 �_�o . 901122003 \°°``=� -- -- __' | _ _ ..i.,,.. II— C7::::—4---±!1 w�m���*womwo | mnmma^ mn, \ | mn'~xmo | »z"A�� �wmummx� / 901114022 90115402e u=,°v�"^�.�C~=c~"°�,~.GO 4,1 Maas FOR INFORMATIONAL PURPOSES ONLY- Joffemon County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:47:14 2014 --. hnn://gixocrvor/uervlet/coon.cori.eoriruop.Bsrinuop?ServiccNumc~~ovozap&Clicu1\Jcroioo=4.... 8/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Mai ..2:Y.trc x01024024 N 901024°28 - .p901024028 901024022 901024989 ` 989400.104 `=8"� `1' i 901024067. 90'024808 r 901024016 989400'0 / \ 'r 't+i\901023001 901024014 Sk d 901024009 901024063 1;U6S; 9010131' . -ti�4 -?! 901024033 `S'-'o-,i-'"de 917702417' - ` 901024053 r',907013014 .. l '',4. 943700033— 9010240.1 c� 901024080 901073013 t 0 s I fI I. 9017{124002-- .,- 90102907024035 4 901013&. �� _ ti i II ik 901023005 I �', m I 9010240113 . ,9010240471:,r yI,J t w �L_ 979®00157 9799001U::-g. 901024457 1' L. 979900106 t r 9c ",� ti, 979900157' 909024004 ,9,,„*,901024092 f r -_ '' (, '\l, I '_r 1_23 901024048, L972000305 ' ' ;' �_� 4010240",, 901024091 901023006 9002406 5 c �_ 907024075 90102401 ` 901024061 # S 97,3600208 Menthe Av ,,,x' .024060 901024005 972000024 ‹--903- 973500204 ;9735001,1 0.` f 972000022 \ 9'°'°''3:. 901024082 7 � y'Av „ 907024702 9720001134 Legend 97200002. I 901113025 ir, Selected Features 901712001 901111020' 5 fi'i(9 1-i \'\ 9011110'5 i / JC_Roads d 9959000Ut til 901111004" -„�/ 1 -- -• Parcels-H I -7 1 oPet 1 901111017 901111007 007___ (; i/ 995900002 9011120 ;i 9011710tH 901121002 02 901122000 ,_; At Rat31PZ -_M1-J 901111019 ` ' t 9$9500001 iogn en*SWZ ,( ppnMlee Rd t 901122004 I Uavamm ss,onod Sin- I 9071220.:. 901711009 '— I I coats sum 90"126'2 ' ----.__.... ."`-'- �, 2- 4t 907111008-- � e' .3. t 901112040,; m 9011120411 - 901111009/l.::._i/b 901922Lk 01111009 901112048 901112013 -----901112013 901113006 948902501 948901501 —,---- 9011130011.wu 901114014 a� 946901601 948900601 i 9366003D7 i I 96902401,948901401 901123021 901113002 t 1 N 901174030 ` 901123022 936500002 901714072 901114028` Mar,au.•dedtr,.e unCwriCcvaSa ...asGCS 0®6..0M, FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:47:02 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output Page 1 of 1 •ArcIMS HTML Viewer Ma . .. - . 101024074 ica.fl a+� SO r r c 00.51, ..:-.1.,.;' /7 {1 L 52401 k3 w rt14 ' ••,_[I -. ''.I ...------1 1, r�, t Pf _.. ci ._ .: 1 5 1 Si 1 Legend .l.- MD rrissey., ' "' Selected Features ..! ■ JC Reads , I r Parcels-H f No Shooting Zones Laoeman Rd Chimacum-Hadlock Breve, -::...:.... _._ [...' _.. [[ I I L3 re van-Black Poet Li re non *mole Canai Tram•, = I Onnnon•Tilton Cove .. _._ ..__ -._ •.. I I Chnnacom Creak r. I I Kai.,Poet -SQL ` Part Ludlow � n Sstn Coo°Penezula�+ ; C . r: :T Q n Partti e Bay ^..''i.[.. `I I Cam ecv 11adktck "4'..,i t! ?. - [ r -y(� 1 1 Taa,Shorc 948902501 .'•'948901501 4 4 1::'I g4egono194&9C06C' : 113001';n - s7Z yn 93650000/ 9,4890240` 1144 936500001 ..•.,. 1.:3 � `�-` -:::'"[i:,: 936503002 __ 1-__ _. ,:z_ ',Lim ee.dad,:_•:nrst iCerr...::• i , .., i, r••t ,WWI FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:46:55 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output • . Page 1 of 1 ArcIMS HTML Viewer Ma• 9010230302 901024024 v) - 9ti';"4''' r;2:1;;r^ _ '7. i .^_:`.__ –,,, 00102402E e c l ),_ 4 r 1 , .;3 1 �,:i. c•'4 t s.y s s 901023001901024074 T u SP ~ r.0'116 S' n 4" 901024033 901024088 76 ct ? �� 90102411 ti '-G 1 '1 t1• 943700033._.�901024039 i0 , 9c c.,t 1 �'- i, �1 I ...._._ ; 901 - 4..'' 4N 901023005 '• 901 JG 1:'_ -4,1:',1, 1 e Ii 979900t5T9799t10tOD "4 >,-,.,.).5.:^:.‘... \ [A O --I,-9,' 17990ot00 r ti� ails 2'1• c ° _ !' I E ( _9°1024c,4: J 'L. f i 9ntc1z4oz, G" il L r 90,0234os ,�'901�024�Ot �� 1 __ ' `' `s 901024075 1)°1°24°11 ('` -: '-' , 973540208 G, c i•_'. G 973500204 35405 ? 0* E 2E' 1�� hk�msse•A• G, �2 +.e .., Legend _ .. , ,- Selected Features 901111020 ,z'„+L 901112001 9011110'5 1 ► f 4C Roads 0311110041L___/ ° ” = ! I 901111017 90t117o07 k I, ="'\ (' Parcels-H jLOPQnla Rd 1 1 � + Shoreline Slope Stability I i I y- '2G _2 901712002 /+ 901111009 !195900002 90"22•.:•.:' GG States I 901111019; -----,,,,,..,,,,,,A. H J n stable Recent LandstAc 901111005:�i-� l 901 0 12012 11 \ u n Stable eel Landslide 901112012 i 901111008–=il, fi 901112040 y 0 I Madded 901112040 b 901111009 �v\al 077 901111009 -- 2---- "901112048'' • 901112013 �' _- ._9011t20t3�_ , 901113006 - . 948902501�99890750t+— --____. 1901114000,901114014 I 948901601 948900601 1' 901113001„_ i �t-- -,, °0j;9365000107 ----1 908802401-908901401 901123021 901113002'j,936500001 1 1 901114030 9:'-"2:4'22 ll�'936500002 901114022 901114028'. Uaas•ra.•.Jat a:_e?Yrsm Casty Cava c•.ces guts FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:46:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma '11+•+4++r 9 0 1 024 024 Co' ',j9f1024176 90`.024t`t7" :983100303 --1.0,$01024028. 901024022 901024055 ' 989400A04 `M`Jqt"` '' 1 901074061 901024008 60102 + Y St 98'940010' t 901024014 01901024061 .Sf:. '&uA ... 9010130'6 '� 901024066 4 9010240091Otar .------,-..- 024033 90102411* "` 901024053 101301 i .901024034 9 90,024064; 90101301 „" `,._'_'3,..,..," 1 f J I,f 901014061:: ' 901024002 11iY#024035 90101"9012 s, 901024003 1024041 0 '. 1S7 979900100 ' �, `•+1074057 979900100 �y, 901024092:f 901013008 �'I _�'S7' 901024044 ''s•1 90101'++1 A ,, ' il)S -- 901024023, 97 901074093 1024045 �y c qv 901023006 _' a. 901024045 001044091 `' 901024075 g010240t e -001024081+10240tlS +101301+• 973500208 81anche Av 901+. •+:, 97200 02 �� 90101301' "973500117 ... , 9m,. ,, 9/2020034 97 20a 22 9 MD0i000YAv ,, 9010241,, g v fi+ .� x,. Le end 90'113025 xU Selected Features :c,.*11020' ti4 111200 901111015'; �7 J Roads :1Ji1 t1a i x111 9012 x� Parcels-H 301111011 � I' "`3•1 c 1 Critical Aquifer Recharge . -"';941111x+'1 ++# ! �1,"� .* Areas 9011220ir .;•1 _ {1 '' ..tiw x.'1: "-tea: I I `sU SC'U N K . 901122004 1 I `a0.RPA•SUSC 9011220 + :01112411 307111000 -------1 SARPA ■ + C� j I SARPA.UNK J'"1Y:•l_ '+. =``11009 / a �� ?049 tl 901122003 901122003 ''204: 1.421112013 e U `' / ---901112013 _._ 901113006 948902501-=948001501+-- - 901114000 901114014 1 IL 998901601 94 ti 6900601 ...1901113001 I __ —-,_ t' _, tJ 6500001 948902401.946901401 f'f 901123021 901113002'7+9355001101 I 901114030 ! 9-i 123022 9365 02 1114022 901114028 Mar saeded a,...e..c—,o4 Case.Ceea .cc:,,,t5 0®&XI', FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:46:23 2014 - - http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/15/2014 Map Output 41 • Page ArcIMS HTML Viewer Ma 901024024 omwom&:'' 90102300.901024074 901024033 90'024099 ,' ;1111 943100333 I 001023006 | \ r �15 --1. ''.'' , I).901013005 i,:j. "" "40"90--~.,� 901024081""=°` ` '' ,. 9010130'' ,m -- °""== ���— Legend °,`^ouu —�~ �7 ` Selected Features 1 901111020 umo ^ ,' �� | V / / �c� � �� Parcels-H ^~~."",= Landslide o"�m 1 901112002 901111019 1// 9°1111639 1 | / / "m" 901122004 Moderate --- &Kw ==""' --7, ----- " L901111009 1 901111009 ---3 901122003�� \ "`� | 901114000 901114014 ! ------ ..,936500007 \ mx,wo� | 901123023 | vm��z om„mmu�~~~~~` \ 901114022 901114028 � --- "=.~vod,~e'd",Cum,c.lra&ro..tie; 0 IIIIMMNImMIIIMMEN"x0:x . FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attes to the accuracy of the data contained herein and makes no warranty with respec to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:46:09 2014 _ htt»://»ioacrvoc/mervlet/000u.eari.eoriozap.ESrinuap?ScrviccNazoe~~ovnzap&Clieot\/oroioo=4.... 8/15/2014 ' -_��� Output 10 Page 1 of• ArcIMS HTML Viewer Ma � -9�max�3.mno�m� . '' °, Q 9"'"=^3 . -__ 90101300.. 5 9799W15799799a°7920011W 1 69/02 (-.14":4;'909°1024092 4,,.....,„„ 90,0,,,,, %.1 z/14_...1. 4 ��� ��nm | ' / ,m1 Selected Features �u �� / | \ Jo_mmuo - p="�"* ����^�� � —/ �� \ `�'os' Parcel ����� 901122031 gon2200€,. v~"~ww°ort 9011120124 __� ' -__ _ SC ,,J mn,mm� / 901122003 i I 901112048 I Lawat , 061113006 . V001114000 901114014 IL_948901601 948900601 | ---4030_ ~r~ 901123021 901123022 ' _° 201114 ,=.,~v�try"*,`"c°"*cc=°o"."=aO ������ ` ' �°�, .&y.:41 FOR INFORMATIONAL PURPOSES ONLY- JmfemonCuuntyd000notaUaottothoaoouraoyofthodataoontoinedheminandmakeo v� �mpo��toito oorn*�ne000rvaKdhy� D�aoontainodin1hiomopio|im�edbydhomethodandououracyufhuooUe 'on� FhAug 1516:44�28 2014 � _ - - - ___` h�n://' o a .� i.c ' .B . ?� . (� —. 8/l5/70l4 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map J .t 'p 901023002 904024024,iR-ri 901024426 _ 9...'0240/- 9894003{03 4'., -=� � 0961024029 901024022 d 9(11024055 989400304/ t �ir�_:i.- \ I, '901024067'-` t 'f 9n1Y2A0n8 .: 90t02A0.7fs 989:0040 i 9010230049010~24074'; SR 1 '� ��301024063��V�4 'r"�01nt Y�+= }' �'' 90(024033 901024066' 1901024009 (`? / 943704033. 9010241 t t 901024053 +`-901013014'.' / a- ;f _901024034'+ � 901o24os�4 �_ _ 941013013 ` •i v' I``=-� ' r.''''' -g-; goiaaeon2-� 9o1o�4Ei61n2 a �. 9a1n4.�s 2•••,. .• lI 94to23o45 1 ~�. .L ,�, 90102401x"1 ;9040244 s , h.•013(006 7 W e, 2469 i 1 979600157..- i-.-._� r 1 X901024023 SI f \ ?200 305 t got '023006 .1� r 901024093 901024045$ 9010240:' '2 S { j L ,, ,rip) ..,._-,_.. 901024011 9 . g 94ioa4o7s 9ato2446t ti' 973b.. - alInChe Av u,,-,�1 r r 901024005 97200ti 41 `- 4 9733t00204`97354` 0.* 1 f '1� 97200..+��1 q , I- , hM1nrn -y Av n ,Y31024t02.t "I ii ��q T !0 "r LC nd ge 901''30.iS �; I ,5 Selected Features y,; ` , ( 901111020-"� 4.1/2 ) 6—♦ `t t o l 901112001 4 190tt17045 "^` ! 1_} /j JC Roads r ` 9011110041_1A 90t11t007 1 ° .." f Parcels+) t 901111017 } ' \ Loneman Rd t r'y t - 1, - '/ _L. \s,..- i ''k' t t ' -,../- tL r Contours , •.,,a t� i ) S�{71I4eXrU2 - r9011,1100U+ ���� f/ I 90tI1122001 90512204' «__::� 10 Foot Contour ' 1 9211( _ _ ,1 -SY/ f . 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Data contained in this map is limited by the method and accuracy of its collection. Fri Aug 15 16:44:18 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/15/2014 IF _ Atoi t Setup and Installati on Manual ...,.. , ...p. „. „_• .,,,n. .,,,",, T. - 1t , •`mil` •1/ Pi- i '} .Y--��,, 'fa ''e••r' 4 ''.tif�...'6•f -It' ._DAY C'\$.•• A' •44: Ara�it ',:. ,4-r.."' .,,. yt' ' titer yri* ,.: °,��r, f tr' .'�' Ji.ji.Z , ';.w41%Ir . • . toy.`- ... t.:••!. '?. •• , • _ jp{�� :! .\ T-- — -- -z1.=-=- - :.r;'•11..'4% , }[` ,— -- •_' _'X11 ', . •, p[, . ... ti .1 ; •!�• l• I(11I II,IIl]��_:!1 ,�n."6. ;''•I 1_ , 1•;: _.'1�• 2 -4.7i i !F'lilt" iill1 1I'i1l,ll� ...I= ,:;!. 'f'�S_ ^r 1' v.:�.h.":'•:.4.1" C�il�'w!: - .' -1. a,s MAIS illeBkZD '7 i - ,0•11 ..gb ,„,„ "4e 1124 Garber Street,P.O.Box 250,Caldwell, Idaho 83606-0250 • 208-454-5000 800-859-0347 Fax 208-455-3274 6-9-14 Version 2.6 „I 1 1 } FOREWORD Your Kit HomeBuilders West home has been built with great care. It meets or exceeds the Federal Standards for Manufactured Housing as established by the Department of Housing and Urban Development. The Federal Standard governs body and frame design,construction requirements,and installation of plumbing,heating and electrical systems. Your home was designed and built as a totally integrated structure. Therefore, it is important that these instructions are closely adhered to and followed if you are to enjoy a comfortable, safe and trouble-free home. Because the proper installation (set-up)of your new home is of such importance, it should be performed by an experienced and qualified set-up crew. If your purchase agreement with your dealer does not include installation or set-up of your home,he can assist you in locating qualified personnel. If your state of residence has a manufactured home installation law or regulation, they will generally require your dealer or set-up crew to follow these instructions. Additionally,your state or local regulations may require that the installer be licensed. Many states also require that utilities be - connected by a licensed technician: The State Administrative Agency can provide you with this • information. See the list of State Administrative Agencies in your Homeowner's Manual for the {(/ appropriate agency in your state. If your state does not have an installation law or regulation,you should insist that your dealer . or set-up crew follow these instructions. Before attempting to set up the home,these instructions must be studied so_that all work to be performed is clearly understood. Failure to follow these instructions can-void your warranty. If you have any questions or further clarification is desired,please contact your dealer or the factory which.produced your home. • • • ® FEDERAL MANUFACTURED MOUSING CONSTRUCTION [..... 6 SAFETY STANDARDS Li j A MAY 0 5 2003 - gC [� • 1 S3.00 1 — TABLE OF CONTENTS - PAGE CHAPTER 1 -INTRODUCTION 1.1 How to use this manual . . 6 • 1.2 Pre-installation Considerations • 6 • 1.3 • Safety 6 • CHAPTER 2 DEFINITIONS . 7 CHAPTER 3-SITE PREPARATION • 3.1 Location and layout - 8 3.1.1 Use of zone maps . . . 8 3.1.2 Access to site . . . 8 3.1.3 .Encroachments and setback distances 8 • 3.1.4 Issuance of permits ' 8 •3.2 Soil conditions . . 8 3.2.1 Requirements 8 • • 3.2.2 Bearing capacity •8 j.. 3.23 Soil bear l g testing Methods and equipment . . - • . 8 - . 3.3 Removal of organic material . . 8 3.4 Drainage. - - 8 3.4:1. Purpose • 9 3.4.2 Elimination of depressions 9 3.4.3 Drainage structures - . 9 3.5 Ground moisture control 9 3.5.1 Importance - 9 • 3.5.2 Acceptable types of ground cover 9 • 3.5.3 Propernstallation i 9 • • CHAPTER 4-FOUNDATIONS . 4.1 Piers • - 15 4.1.1 Importance . . 15 • 4.1.2 Acceptable types . 15 4.1.3 Design requirements 15 • 4.1.4 Design procedures . . . . . . . . - FEDERAL MA�Ii1FACNRED � bust G ratctsrRticrR 4 ' .16 4.1.5 'Locating and spacing &SAFETY STANDARDS. . ..16 • 4.2 Footings V C) . •17 4.2.1 Acceptable types of.footings . . . . C5 . .,U `l. 0 . Z000 . = . .17 ict• 2 = 20 - cL 62.©I • 4.2.2 Placement in freezing climates - .17 4.2.3 Proper sizing of footings 17 4.3 Special Conditions 17 4.3.1 Flood-prone areas _ .17 4.3.2 Special snow load conditions 17 4.4 Basement Foundations 18 4.5 Important reference documents 18 CHAPTER 5 -SETUP PROCEDURES • 5.1 Moving home to location • 44 5.2 Set-up Procedure • 44 5.2.1 Leveling and blocking . - 44: 5.2.2 Single Wide Set-up Procedure:Pier Foundation .44 5.2.3 Multiwide Set-up Procedure: Pier Foundation .47 5.2.4 Hinged Roof Set-up Procedure • 49 5.3 A n c h o r i n g Instructions . . • . . . . : . . . . . . . . .5 Q 5.3.1. Anchoring Instructions - • 50 - 5.3.2 Optional Over-the-Roof Straps 51 5.3,3• Severe climatic conditions 51 _ 5.4 Installation of on-site attached structures . . . . . . . . . . . . . 52 • 5.4.1 Attached Garages : V 52 • 5.4.2 Porches 52 _ - . 5.4.3 Steps,stairways and landings V 52 5.5 Skirting _ • 52 • 5.6 Releveling . . . . . . . . . . . - . . 52 . 53 Attic Ventilation 52 5.8 . Chassis Alterations V 52 • CHAPTER 6-INSTALLATION OF OPTIONAL FEATURES 6.1 Awnings and carports 74 V 62. iseellaneous L i g h t s a n d Fixtures . . .. . . . . . . -. . 74 6.11 Exterior Lights- 74 6.2.2 Ceiling Fans 74 • 6.3 ' Telephone and Cable TV . . . . _ V 74. 6.4 Special Set-up Manual Addendums/and Supplements V 74 • 6.5 Manufacturer Installation Instructions _ 74 - 6.6 Technical Information Requests . 74•CHAPTER 7 PREPARATION OF APPLIANCES . • • 7.1 Clothes dryer vent V ' - 36 F)=DEkALMANUFACTURED Q C) HOUSING CONSTRUCTION Li j &SAFETY STANDARDS 3 JUPd 0 1 2000 i0� 7.2 Comfort cooling systems 76 + 7.2.1 Air conditioners 77 • 7.2.2 Heat pumps 77 • 7.3 Fireplace and wood stove chimneys and air inlets 77 7.3.1 Minimum extensions above roof • - 77 - 7.3.2 Required components 77 7.3.3 Assembly and sealing sequence 77 7.3.4 Combustion air duct inlets • 77 7.4 Range,cooktop and oven venting 77 7.5 Window Air Conditioner Installation . . . 78 • 7.6 Furnace Deration 78 CHAPTER 8- UTILITY SYSTEM CONNECTION AND TESTING • 8.1 Proper procedures - 82 8.2 Water supply - 82 8.2.1 Maximum supply pressure and reduction 82 . 8.2.2 Connection procedures S2 - 8.2.3 Freezing protection . . , , , "$2 8.2.4 Testing procedures 83 8.3 Drainage system • 83 - 8.3.1 Assembly and support .83 f. 8.3.2 Proper slopes and connector sizes 83 8.3.3 Crossovers . • -84 8.3.4 Solvent welding procedures • 84. • .. - 8.3.5 Protection from freezing 84 " 8.3.6 Flood-level test procedure 84 8.4 Gas supply . 84•• 8.4.1 Type of system furnished with home . . . . .84 8.4.2 Proper supply pressure • 84 - •• 8.4,3 Orificing for specific gases . . . . . . . . . . .. . . . . 84 8.4.4 Crossovers 85 8.4.5 Testing prior to connection to mains - 85 • 8.4.6 Connection procedures .• 85 8.4.7 Gas appliance startup procedures - 85 ' 8.5 Heating oil systems • . 86 • 8.5.1 Tank installation requirements 86 8.5.2 Shutoff valve and fuel line filter 86 8.5.3 Leak test procedures . * 86 . 8.6 Electricity . 86 8.6.1 Description and rating of house wiring . • 86 8.6.2 Proper feeder wire and junction box size 87 8.63 Grounding of homes with feeder connections • • •FEDERAL MANUFACTt1REr c • © HOUSING CONSTRUCTION W • i &SAFETY STANDARDS C..1 4 P JUN 0 1 2000 riz CD gc 20 3.03 F T ' — 8.6.4 Connection procedures 88 8.6.5 Crossover connections 89 8.6.6 System test procedures and equipment 89 . CHAPTER 9 -FINAL INSPECTION • 9.1 Water and drain systems 104 9.2 Appliance function and operation - . 104. 9.3 Windows,'doors and drawers- . . . • - 104 . 9.4 Exit windows . . . • 104 9.5 Exterior siding and trim - . • • 104 9.6 Stack heads and vent pipe flashings on roof 104 •- 9.7 ' . Composition roof •. . . . . - 1.04 9.8 Skirt venting • . . • 104 . - . 9.9 Law-hanging trees and bushes • 104 9.10 Exhaust fan operation and air flow • 104 - 9.11 Bottomboard . . . . . 104.• . 9.12 Ground cover • _ . 105 • - . 9.13 Anchors and straps _ - 105- 9.14 Inferior details 1 05 • CHAPTER 10-RELOCATING THE HOME . _ - . 10:1••••Relocation of home 106 .10.1.1 • New zones • . . • . . . . . . . • 106 - . 10.1.2_•Tire and axles .. . . . T:. : .... . ;. . _ ...• . - ._ :. - . 106 . .• 10.1.3 Appliances ' . . .106 •- . 10.1.4 Dust caps ,106 10.1.5 Blocking during storage .106 10.1.6 Transit of furniture and belongings. .. . 106 10.1.7 Multisection homes 106 . FEDERAL MANUFACNREP C1 • © GE AFETY S N fl �• Cr.) i JUN 0.1 2000 =. a.. - o� 20 ctc 5g.o9 Kit HomeBuilders West o FOWL MNUIFACl1*EDro HOUSIWOCONSIFIEVOlf `s"IEresmic °s g Oe CHAPTER 1-INTRODUCTION a d 10/22/2008 1.1 How to use this manual. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy-to-understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew,and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover,will assure you of a quality, safe and affordable home for many years to come. 1.2 Pre-installation consideration. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring,or utility connections are required. Inspections may be required during installation. On private property, zoning or development covenants may apply and should be taken into consideration. NOTE: Preparation of the site, when accomplished by other than the home installer,may.not be in accordance with these instructions. 1.3 Safety. Only certified crews should install the home. Installers should follow the safety instructions provided in this manual. • THIS HOME WEIGHS SEVERAL TONS • USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORT THE HOME DURING SET-UP: No one should be allowed under the home unless it is securely in place, even if it is not moving. 1.4 Variations to Installation Instructions. Before installing support or anchorage that is different than those methods specified in these instructions or when the site or other conditions prevent the use of these instructions, the installer must first attempt to obtain Dapia approved designs and instructions from Kit HomeBuilders West. If these are not available obtain an alternate design. prepared and certified by a registered engineer that meets the Manufactured Construction and Safety Standards and has been approved by the manufacturer and the Dapia. 1.5 Temporary Storage. The methods specified in this manual are to be used for the temporary support of the home at the retailers lot or the home site. 1.6 Fire Separation. Fire separation distances must be in accordance with the requirements of Chapter 6 of NFPA 501A, 2003 Edition or the requirements of the local authority having jurisdiction. The installer must take into account these and any local requirements for fire separation areas. • 6 • 53.05 1 -f ' , . CHAPTER 2 -DEFINITIONS Anchoring Equipment. Straps,cables,turnbuckles and chains,including tensioning devices, . . that are used with ties to secure a manufactured home to ground anchors. Anchoring System. A combination of ties,anchoring equipment,and ground anchors that will, when properly designed and installed, resist the wind's.overturning the home or moving it . sideways. . . - V Footing. That part of the support system that sits directly on the ground at, below or partly below grade(or below-the frost line,where applicable)to support the-piers. . ' piers. That portion of the support system between the footing and the manufactured home, - exclusive of caps and shims. Types of piers include,but are not'limited to,the following: • 1. Manufactured steel stands; . - 2. Manufactured concrete stands; • • • 3.*• Concrete blocks. V • . . . Site,Manufactured Home. A parcel of land designed and designated for the location of one . manufactured home,its accessory buildings or structures,and accessory equipment for exclusive �•__• - use of-the home's occupants. . • . . Stabilizing System. A combination of properly installed'anchoring and-support systems. - • - Stand, Manufactured Home.'That area ofa•nianufactured home site*which has been reserved .for placement of a manufactured home.' - . • • Support System. A combination of footings,piers, caps and shims that will,when properly . • ' installed,support the manufactured home. V 1��7* its. ='qs7» Nigh', .�. ... .,�}�� �r.�. �c� ,�E�. • ' • Note ie �rthe�-" hod . 'or reeco',5 !' 9 a ed ap c i thWe ,t ctionse • • . : please be ad vised d they:are synonymous with"must"arnd are indicating a req ment. . ' • ORAL MANUFACTURED c. . Q HOUSING CONSTRUCTION • . . •• - •. ° :SUN 0 1 2000 c=. • • - , o.,.. • V • 20 mac. t • - . '7 . • • • 53•0C • • - Kit HomeBuilders West • . - • CHAPTER 3-SITE PREPARATION . • 3.1 Location and Layout - • • • • . • - • 3.1.1 Use of zone maps. Your home is designed for certain weather conditions and roof loads. (See zone maps near home's main electrical panel and in Figures 3.1,3.2, and.3.3 of this manual.) Do • • not site Or relocate your home in a zone requiring greater wind, roof load, or healing/cooling • • • - •capabilities than those for which it was designed. However, it is safe to locate your home in an area•with.lower load or weather requirements. For example, a home designed for a northern roof. . • load of 40 psi may be sited in the southern roof load zone. •• . • • 3.1.2 Access to site. • Before attempting to move your home to the installation site, be sure it can get • • • •through..Remove any overhanging branches and raise any overhead wires: Special transportation . - permits may be required from state,county or city officials. . . . • 3.1.3 Encroachments and setback distances. Obey local laws regarding encroachments in streets, • yards and courts, and permissible setback distances from property lines and public roads. . .• • 'Consider future additions;snick as awnings and screen rooms. •• - 3 3.1.4 Issuance of permits.. Be sure that all necessary local permits have been obtained and fees paid.• 3.2 Soil Conditions . • . - 3,2.1 Requirements. To help prevent settling of your home, site it on &m;undisturbed soil or fill- . • • . , compacted to at least 90% of its maximum relative density. .Installation on loose, uncompacted• fill may invalidate the home's limited warranty. • • 3.2.2 Bearing capacity. Test the bearing capacity of the soil at the•depth of the footings after completing any grading and filling (see 3.2.3). If you can't test the soil but can identify its type, • •use the foundation bearing pressures shown.in Table 3.1 as a guide: If you cannot identify the • • • •• soil, use the lowest value (1,000 psf) from Table 3.1. Under unusual conditions, or if the soil appears to be peat or uncompacted fill,consult a local geologist or professional engineer. . 3.23 •Soil bearing testing• methods and equipment. A pocket penetrometer (available from • engineering supply houses) or other methods acceptable to local jurisdictions may be used. 33 Removal of organic materiaL Remove III decayable material such as grass, roots•and wood . • scraps from beneath the home, especially in areas where footings are-to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the • . immediate vicinity of the homesite to prevent windstorm damage. . .- . 3.4 Drainage . 3.4.1 Purpose. Drainage prevents water buildup under the home which may cause settling of the . 1 foundation,, dampness in the home, damage to siding and bottom board, buckling of walls•and . ' • oau $. • v�wlaeacinsTpuciuneowK. . . . • . O &SAFE<YSTMOMms x- j K i • . 10/22/2008 • . •t . 53.07. • 1 ` Kit HomeBuilders West - • floors, problems with the operation of doors and windows, AND COULD VOID YOUR . WARRANTY. . 3.4.2 Elimination of depressions. Grade the homesite to permit water to drain from under the home. • See Figure 3.4. . 3.43 Drainage structures..Depending on the local landscape,ditches and culverts may be needed to drain surface runoff If so,consult a registered professional engineer. . 3.5 Ground moisture control . . 3.5.1 Importance. If the crawl space under the home is to be enclosed with skirting or other material you must provide ventilation per Section 5.5 in this manual. Section 5.5 indicates,the minimum • . ventilation required. Additional free area or mechanical ventilation may be required depending on . local conditions. . • 3.5.2 Acceptable types of ground cover. Use polyethylene sheeting or its equivalent,at least six mils • . thick. 3.5.3 Proper installation. Cover the entire area under the home with the sheeting and overlap it at least .l2"at all joints with adhesive at all joinsts. Where soil and frost conditions permit placement of footings at grade level,place the sheeting directly beneath them.Sheeting shall be sealed-Or caulked at all penetration for piers,utility connections or other items.Tears in vapor bather to be • taped with a tape and method as required by the manufacturer of the sheeting. '7"7,41F420. •.. a pe_ • • 10/22/2008 • • • • •• 9 . . • . 53.08 • M . knrtl7 0.• alif • • of_ . „mi.. joill• „,. . • . , quiviiipa wot!).. . . • . Milliwi jilotrik4.- • . . . -- . larlillWAV4411.'• . • - . . . . . 1,,,A . - . . - . . .... • . . . . AK 411.kso.... — .1fttb: - ...sow., . y . . Hi . • i 1 °( ►) - . • • • .COQ Pfte, A IOC e: srsr our pr. -{fer s#+• • l Snq•or required t 1 Lrod loges,. • 0 o . Q CH al • . r Q - . . F[ 3_t 5/251206 . ROOF. REEK A4 DE Zoe Me • 53:09 . . . to • . 4 ( . • Roof Load Zones: I. The skates and counties that are not listed telow for ihe Middle Roof Load Zone and the Noah Roof Load Zone are deemed to be within the South ROofLoadZcine. 2. The following coorita;s' inreach oftbe Massing gates are deemed to be within the-North Roof Load Zone: Maine:ArdisrOnit,Mcataqiiis,Somerset,.Penobseot,Waldo,Know,Hancock and Washington Alaska:An Counties 3. Thefollcraing- tonfitil*in eadr.Olthe following states are deemed to be ithin the Middle Roof Load Zone: • siatm Cowersei. . •• , South listhota erae &ma* aazison nix* Oporwen goer Slivelsaha SfseXioci tiri=1.6. WOO Um* coy toroslAw wi:owk .. . .. .... .. ...._.. . . . ._,... .... _ ,- aannesea • otibefisma.... .Slattths .. Rarivilla tansy 1*.ce • •Alleth licLOOd Weelles Aiblitia go.wiPASI Calm Viierithth (ass Web* tle)wea *lab OlOW WA! Walk Goodhue Waft* 4.000 i•AcnO rano Was so".wn ,st,tauk Chno Winc egra 4 qedwbed . ' r 40 Viiourfkaticsa All000s .Pcielc- • iareAthe Weaver fir.0.0 Orlon kiAle6ae . DIFROe..4 Zr6 .frie#- Benton POO Walisla ISSII F*0 . 'UM Itheslicaeur Seal* • #14%00 -AoW Reeboat • D4■64000 Fwilseek kei ' OW* Velfe1ir00 . Waseca Sessions ,Ifeentl'Oli • =our . . Pessli Flagon, ' lbw: ReAteek . ilifthibra Rabble:I Subaalfithe - ---- -- f=Yele =es *sewer VI**. • Okigaa Calissux FO:iiiiO4, 010.istin. 11411fer Sac WO* . Om-ifif . liOri: let triiiitos. KOSS* Citkg._GOrdP iiinretkidi Zit Wicciibiltio tf*gittlii P.ow.r-nt8s WOO P*ASSS WiscixitXX. pauSibS. - 91,Aq 1.!XPin Lissairs '40* es Mem. OillikIa 1.10:4.0 grg; Wan* rat cktimptaihrh.Fikki,00401k000-"- . VW rigfe:- *milli- . TON' Itlbs -0061i' OtiPPeVia *MAWR 0:-Tii.-- -7TiaiiiiTirOW'..• • Foset Seceoun BlAki 41wPw fbitc",,,. . .=esp; loco eerion taiitt :Me Door • it Of 'aVai-ilic." - W er . . -- ••-—- ---- -.--a- - •-• - ,---- -- - - --- ----- - ------'"---.- . 5/25/2006 00.40.4* — _ Th.doid. . .. 8,0**. P:kefeWliie Cluelevelc 4011*. itilakv** ' __it„.....P0.1WOVI et4001Slisii Alti* -74):-••70:CM I t WOn•:i ION OW bit* bftatte . 14/00011,_ P94t#P. 0040 .00114.1111100/ 14tetcalr FlOiC00011 OtiVONOC 49461,41 a SupseS. P.,100.0406 •Alting.•‘-.• - • 006400 carload —- -- - . :.i. ---- ,. • -. -- -- • New VOW sk-Aunnence kied.11001 8= .35sigro tom. flikop gsti otos., vow_ Riire rigtning, • *we.. ==t 44*. •• . . • • - . .— 143sagilumeft 00* — . _...... .....,....= . —..... _ . --- .7-.4.. - " WO • 6:40. KininibeW thx:oln Conslataina - Oxtail AnWoneefain Sethedebec Y•06:*-- . _. Msoltana • OaCounles Kato Al Counties - - - - _ - Calwaith Alcoa:Nes - *Wank* All Cownees . • Mb Al Codithes .. ... - Vermont Ranker: Oilaars Cw:Ionia A.:Wisp Guild We Essex Wislabglow Rile** • 1.20Inaki Cnineilden Clung e Windsor —..-- --- --.— --- -.—. - .—--. .— —------ New Ilaiapstike AI Count= . . • .., . • Hu 53O & • 7 NI I 117 Zone! I ill . tirrii . ailib A,lizonei, A' Zone to r • - f 1 zone Zone I!n Irgrark*L Zone 11. \ - . 1 � zone l s� ,_____,..< __�� Zone II -• Zone III Zone III• � Zone 1 �, Zone II . AK e - zone t • i . . • . j .. s_ „a` Zone III HIr`.c> •• ` Zone III Design Wind-load Zones Standard Wind Zone I 15 psi Horizontal 9 psr Mitt' .• Hurricane Zone it *39 psi Horizontal 27 psi uplift • • Hurricane Zone Ill ±47 psi Horizontal ' 32 psi upl t •'net uplift. - • Note— . • . psf: pounds per square foot I 1 . • . FEDERAL MANUFACTURED Ca . cp HOUSING CONSTRUCTION 1 L. • &SAFETY STANDARDS • ' JUN O 1 2000 • 2® .< FIGURE 3.2 WIND LOAD DESIGN ZONE MAP g- • 10 4 • 110 iing.m•Top • - . .. • . - . . . _ HI • • • • • Zone 1 2 3 - • U-value 0.116 0.096 0.079 - • • • . • • • FEDERAL MANUFACTURED CI • cp HOUSING CONSTRUCTION w • &SAFETY STANDARDS CZ) JUN 0 1 2000 Cc •• FIGURE 33 20 HEATING AND COOLING DESIGN ZONE MAP 53. 12 • SINSL E HIDE QQ: GROWN AND GRADE SITE TO` SLOPE AWAY FROM HOME AND ggig MEI • COVER WITH 6 MIL POLYETHYLENE ifim SI TING OR E DIVALENT.PLAGE FOOTERS BELOW FROST LINE n=III=I[=11=1l=11=11=1[� �H -ir—ll=u-�I=n=rl-a=il-rl=n=a=11-1i1r1-11= II-II=U=11=11=It=11=1[=11�tt=11=11=11=11=[1=11=11. . • I • • SECTIONAL • -. a=u=.1f 11:=NW igultee_ 1 =11.=11=I1=u _ x.:-11-'I1=11=r1��-11=11=111=11=N1-11= 111=11=11-11=11=1['-11= .. �I"Ioaall' :11-11--11-t[-i1-II d=1t= �1t-11-11-11-11-11-1V1=��—... 11:-11=11-1i•=u=11 11 11 1[ 11 I1=1I-n=11 n=11--1!=n-11 El II--11 1i=I! =il—u--u!!I--[1-1! t=11"11-11-11-71- 11--q-11.711-t1=11=11--[1-'.11-11--11-[1-11=11-11=11:=11-11=11--11-[1-=11=11 =11-1 • • SINGLE WIDE - • PONT: • • 6RADE SITE SO THAT WATER COLLECTS BEaEATH HOME OR PLACE FOOTERS ABOVE FROST UNE. nit let 93.11 11-11°11:` 11-11 11-11-11-11- • • SECTIONAL . 4 Etal .11=41=11=-71F-11=11- immet .. ::=111--EIS-X11-11-1ERowe • t-11-11` 1[-11°t!'-11=1i:-11: • * 1 • L.-..... . BEARING CAPACITIES . SOIL TYRE. AL1OKABLE Pfd BASED ON 111E UNIFY (13011105 PIER SGIUARE FOOT) CLASSIFICATION 5Y51 1 NO MiOHANGE5 MADE FOR OVERBURDB4 PRE5f EMBEDMENT DEPTH,MAW TABLE HEIGHT,OR - . . . . .5EflL 1T PROeW15. . •• •• . ROCK OR HARD PM • . 4000 M R IP '• . SANDY awe.AND 6RAVIi 2000 - - • ' •SAND,SILTY sANV,CLAYEY sato, two SLTY&RAVEL„OR GIAYEY 6RAVEL . : ••• •CLAY,SANDY CIAY • - Ii3 0 . • T 44-AY,OR-CLAYEY T . - •• • • • I1NC.O mTTED H!1 - . - • 5F'EGFAL ANALYSIS IS R RED •• • • PAT OR OR6ANIG CLAYS • • SPECIAL.ANALYSIS R NOTE: . . . . TO EE USED OILY PM NONE OF TIE FOLL0i21515 AVA L:ABL5 • ' ' - . -• 'A•5015 INVESTT6AT I ON AND MALY515 OF THESTYE - ' • • • • - • . . B.COMPLIANCE KIM 713E LOCALBUILDINS CODE. - . - G.cowmen-OPINION BY A LOCAL.@IS1NEER OR BULDIN6.OFFICIAL • • C - • FEDERAL MANUFACTURED C • • •d HOUSING CONSTRUCTION L;a • • &SAFETY STANDARDS • CJ • • - e JUN 01 2000 c a. J TABLE 3.I - • .•SOIL BEARING CAPACITIES TABLE 03, 13 . - 14 - Kit HomeBuitders West . . • - - .CHAPTER.4-FOUNDATIONS • - . • • • 4.1 -Piers : • ' . . .4.1.1 Importance. Incorrect size, location or spacing of piers may cause serious structural damage to • • your home: It is important to install piers around the.peiimeter if required for your home. 'Failure • to do so may lead to sagging floors, walls and roofs. All Kit HomeBuilders West homes' must • . . have perimeter piers installed: . • • . • 4.1.2 Acceptable types..Piers may be concrete blocks-or.presstire-treated wood,capped and shimmed • , • • with wedges, or adjustable manufactured metal .or concrete devices •(see Figure 4.1). • . • Manufactured piers must be listed and labeled for the required load capacity and installed to the ; pier manufacturer's installation instructions. Metal or other types of premanufactured piers must' • • • be provided with corrosion resistance of at least.equ al•to that provided by a coating of zinc on . • . steel of 0.30 oz/sgft of surface. . 4.1.3' Design requirements ' . • ' 4.1.3.1 Load-Bearing•Capacity:.The load that each pier must-carry.depends vn factors Such ' • • • -. as the dimensions of the home,the roof live load, the spacing of the piers, and the way . they are used to support the home. Center•beam/marriage wall blocking is required for • • r multisection hoimes. - • ' . See Table 4.1 and Table 4.2 for pier capacities. Manufactured piers must be rated for .at least these_ capacities, and all_types of piers must be designed and installed to . - transmit these loads safely(see 4.1.3.2). •• • • - 4.1.3 .2 • Conffiguration. Figure 4.1 shows the,recommended arrangement of concrete block •piers constructed on-site.'Concrete blocks should have nominal dimensions of at least . . •. . . 8"x 16", They must be stacked with their hollow cells aligned vertically. When piers ' of are constructed of blocks stacked side-by-side (double stacked), every layer should be u0 at right angles to the previous one(see Figure 4.1). • . . • • -< ok:. . - • ' • ' Cap hollow block iers as shown in Eigure 4.1 to distribute the structural load evenly • . 18/22/2008 " piers , y • across them. :Caps must be of solid masonry of at least 4" nominal thickness or hard ' • wood or pressure treated lumber at least 2" nominal thickness, or of corrosion- • . - •• -protected minimum 1,4" steel, and of the same length and width as the piers they rest - • • ' . upon: 'Avoid plywood,as it may lead to unwanted settling or movement.• • • - When split caps are used on double-stacked blocks,the caps must be installed,with the - • long dimension across the joint in the blocks below. - • - Use 4" x 6" hardwood or pressure treated 'shims to level the home and fill any gaps between the base of the I-beam and the top'of the pier cap. .Always use shims in pairs - - (see Figure 4.1). Drive them in tightly so they do not occupy more than 1" of vertical • spy . _ - 15' • - • • • • • . • • • 53.14 • • , .r II Kit HomeBuilders West Select manufactured pier heights so that their adjustable risers do not extend more than o 2" when finally positioned. iormmerAOSIIPCTIOKik o All piers must rest on footings(see paragraph 4.2)that either extend below the frost line or 10/22/2008 are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. 4.1.4 Construction 4.1.4.1 Piers less than 36" high. You may construct piers less than 36" high out of single, open or closed-cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (see Figure 4.1). Horizontal offsets are not to exceed 1/2"top to bottom. Mortar is not required. Manufactured piers should be listed and labeled. Do not extend their adjusting stands beyond the limits specified by the manufacturer. 4.1.4.2 Piers 36" to 67" high. Construct all piers between 36" and 67" high, out of double, interlocked concrete blocks (see Figure 4.1). Mortar will not be required. Horizontal offsets are not to exceed 1"top to bottom.Minimum concrete blocks of 4"x8"x16". • 4.1.4.3 Piers over 67" high.Piers over 67" high must be designed by a registered professional engineer with consideration also given to the tie down system. 4.1.4.4 Clearance. Piers must be constructed to provide a minimum clearance of 12"between the lowest member of the main frame and the grade under all areas of the home. 4.1.5 Location and spacing. The location and spacing of piers depends upon the dimensions and weight of the home, the roof load zone, the type of construction (single- or multisection), and other factors such as the locations of doors or other openings and heavy pieces of furniture. 4.1.5.1 Single-section homes. Figure 4.3 or 4.4 shows the recommended location and spacing of piers for your single-section home. 4.1.5.2 Multisection homes. Figure 4.5 or 4.6 shows the recommended location and spacing of piers for your multisection home. 4.1.5.3 Under doors and heavy furniture. Place piers on both sides of sidewall exterior doors and other sidewall openings 4' or wider (such as recessed entry's, bay windows and sliding glass doors), under porch posts, and under the expected-locations of heavy pieces of furniture such as pianos,organs,waterbeds,etc. 4.1.5.4 Multisection Ridgebeam Support Piers. In addition to piers located along main beams and at exterior openings, piers are to be placed at each ridgebeam column location. These piers are necessary to transfer concentrated roof loads safely to the ground. The location of these piers is shown by either dimensioned drawings provided 16 53.15 Kit HomeBuilders West with your home or by paint marks or decals on the bottom side of the center line floors. comma mAleiti■cruretZ u Haulm ,„ See Figure 4.11. 0 § The influence spans are the sums of adjacent opening spans. See Figure 4.12 for an 10/22/2008 illustration of the method for determining these spans. See Table 4.3 for the minimum pier capacity. • 4.2 Footings. Support every pier with a properly designed footing,as follows. 4.2.1 Acceptable types of footings 4.2.1.1 Concrete. Footings may consist of precast or poured-in-place concrete,pads, slabs or ribbons with a 28-day compressive strength of at least 3,000 psi. Unreinforced footings must have a depth in accordance with Table 4.3. Precast footings must meet or exceed ASTM C90-02. Poured footings must be 6" thick minimum or per tables (whichever strictest). 4.2.1.2 Pressure-treated lumber. Two fastened layers of 2" thick pressure-treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, and treated with a water-borne adhesive in accordance with AWPA Standard UI- 04 for use category 4B — ground contact applications. Cut ends of pressure treated lumber must be field-treated in accordance with AWPA Standard M4-02. 4.2.2 Placement in freezing climates 4.2.2.1 Conventional Footings. To preclude the harmful effects of ground frost heave, footings should be placed below the frost line. Consult local authorities to determine frost penetration or reference Figure 4.21 "Frost Penetration Map". Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and acceptable for this purpose to the authority having jurisdiction. Insulation systems should be compatible with the requirement to cross-ventilate the entire space under the homes 4.2.2.2 Floating Slab Systems. When properly engineered by a registered professional engineer,compatible with the anchorage requirements of section 5.4,and acceptable to the local authority having jurisdiction, "floating slab system" may be used above the frost line. 4.2.3 Proper sizing of footings. Proper sizing of footings depends upon the load-carrying capacity of both the piers and the soil. See Table 4.6 for recommended footing sizes for various pier capacities.If piers are located close enough that the footings would overlap,the piers and footings may be combined provided the combined pier and footing have a load carrying capacity equal to the combined loads of the single piers. The maximum distance allowed between columns that use a single footer is twice the depth of the floor plus the length of pier bearing on the centerline joists. For example: 2x6 floor center line joists bearing on a 2x8 cap block has a maximum distance apart of 2 times 6 plus 7.25 equals 19 '/q"maximum. 17 53.1 6 Kit HomeBuilders West 4.3 Special Conditions (See also Section 5.4.3). Pier and footer designs in this manual do not _ consider floor or seismic loads and are not intended for use in floor or seismic hazard areas. In those areas the design must be done by a Registered Professional Engineer. Alterations during initial installation must not take the home out of compliance and must not impose additional loads on the home or foundation unless designed by a registered engineer. 4.3.1 Flood-prone areas. Kit HomeBuilders West does not recommend siting your home in river or coastal flood-prone areas. Special local regulations or flood insurance provisions may apply. Special elevation and anchoring techniques are required when locating in a flood-prone area. Consult a registered professional or structural engineer to make sure that home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed in section 4.5 contains design and construction recommendations. 4.3.2 Special snow load conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions will require special piers or footings. See tables and specific instructions provided in this manual(perimeter blocked floor systems) 4.4 Basement Foundations. If you desire your home to be placed on a perimeter foundation wall without I-Beam piers numerous special construction techniques must be used in the home's setup. Two such designs are included in this manual (Figure 4.9 and Figures 4.15 through 4.19) and provide the necessary information to construct the basement. Other designs will need details,plans and test data which must be designed and certified by a Registered Professional Engineer and must not take the home out of compliance with the Manufactured Construction and Safety • Standards. • 4.5 Important reference documents • 4.5.1 ANSUNCSBCS A225.1-1987, "Manufactured Home Installations," NCSBCS, 505 Huntmar Park Drive,Herndon,VA 22070, (703)437-0100. • 4.5.2 FEMA 85, "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472,(202)646-2708, September, 1985. 4.53 "HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD,415 7th Street,S.W.Washington,DC 20410. 4.5.4 "All-Weather Wood Foundation System Manual, "National Forest Products Association, 1619 Massachusetts Ave.,N.W.,Washington,DC 20036, June, 1976. 4.5.5 "Frost-Free Shallow Foundation Design Guidelines,"Energy Design Update,March, 1988. 4.5.6 "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road,Springfield,VA 22161. o °B 0 18 10/2212008 53.17 . • •• Kit HomeBuilders West .i PIER 2,• ' • • STACkF'MOCKS STACKED • • Pets ostER E . HE16KT TO MAMMUM AL OFFSET=I'MAXIMUM ., 1.-BEAM • �P • r PIER . MI Poo A . . MIMI • �� ' N. 51 � OGI Dtl821 STEEL 0!2 G04NC MOCKS . _ a NM«y IE GKr=br • NOTE 15) - ' NOM lb C'AS MISMOREP u xoFE TO ON MAXIMUM manoad A greet me • HISS SOP FRAM y - r Croon ar t►e aR - TIEDp t SPA�GINs . . _ cliAR1�5 .. � �`. r • PIER 4 - •.ICIER 5 ; 252? snadtg sTAGlD t ? asITERLINE G _ •• 4'Sc4'X1J4' ' ` PATE ; r a ` WHOLE`TAMED GAPAGpY A T �°4 CO PII3: a d 1GU1.AR TO y/I past!mamma a JOIST ZY AT SIN�SL • I INS A • ionanoos OR .'°TO ' JoIST"K•ice . - • ` SMM�.OR CONCRETE • PAR NOTE • . .• ~ ' I`�q4� SLACKS FOR PIERS ARE 6x16x NOMINAL.SIZE.t OU.0P9 Cam-LOAD BMARIN&GMU5• • • N'1A - IN CONFORM ME WITH AST IA C40.1O.6RADE 'N'.OPEN CELLS ARE VERT1GAL. . 2. "INSLE STACKED CONS BLOCKS ARE ORIENTED SO THAT LONG DIRECTION IS PE IGUL' R O THE LONE DIRECTION OF THE MAIN BEAM. • 5.. •• MAY SE PRECAST OR POURED BUT IN EITHER CASE,MUST SE LEVEL IN ALL DIRECTIONS.MUST mEeroR EXCEED ASTM 040-02o.POURED FOOTERS• - •-.PER TABLES,WHICHEVER IS STRICTEST) 14 MIND'U'l 3000 psi 6�IMIVNEMUM TREIN3TH AT 26 DAYS. 4. ARE TO BE PLACED ON THE FOOTER APPROXIMATELY CENTERED SO THAT THE FOOTER • TIOT!FROM THE PIER IS EGIUAL FROM SIDE-7O SIDE AND-i 1ONT-TO-BACK.PIERS MST • LEVEL VERTICAL!-Y ON ALL SIDES AND SAUARRE MTH,TIE POO'E'ER. 5..PREFABRICATED PIERS(TYPE OW)MIST BE GI Teo FOR A RATED CAPACITY AT LEAST EAUAL. • O THE LOAD DETERMINED FROM TIE TABLES. + - 6. CONCRETE TO HAVE A MINIMUM COM SIVE 571 24546114(Pa OF 3000 PSI 6AF1ER 26 DAYS. 1. 6AP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A 140015 PLATE NOT EXC DIN&2" IN • THICKNESS)AND SHIMS(NOT EXC.15=DIN6 I' IN THICKNESS).SHIMS SHALL SE AT LEAST 4'Y!IIDE AND 6'LONG,FITTED AND DRIVEN TIGHT EETINEEN HOOD PLATE OR PIER AND MAIN FRAME • (SHIMS TO SE PERPENDICULAR TO I-SEAM).TWO INCH OR FOUR-INCH SOLID CONCRETE SLACK • MAY FILL REMAINDER OF 6AP. FOOTER• 6. TIE C EIE,HT GTION• FROM O BLOCK OP OF THE PIER.T SE DRANIINSS TYPI1�Y 4. PIER AND FOOTER PESISN5 5H0144 DO NOT CONSIDER FLOOD OR SEISMIC LOADS AND ARE NOT "• twreNDEP FOR USE IN FLOOD OR SEISMIC HAZARD AREAS. IN THOSE AREAS,TI•E DESIGN H.ST PE EST A PROFESSIONAL EN61MEERR. 4.1 • TYPICAL PIER CONSTRUCTION ••• • ' • » 53.18 .. • Kit HomeBuilders West • - SINGLE STACKED CONCRETE BLOCKS MAIN l-R>=+4M . • SHIMS.NOT exceeme i°IN TH1GIGte56 HARPHOOP PLATES OR OTHER USTED �r " a MATERIA S NOT E G b1NS 2`IN ossiocomxtioN4 L \% THICKNESS ••cl 1 . a 08 GAPS,SOUP CONCRETE(MINIMUM 4h85db} , d v HARDWOOD(NOMINAL MINIMUM 25t8'x4b)OR • 10/22/2008 1/29.6%6"STH .OR OTHER LISTED MATERIALS • . 441111 . - 14.._ 51NE& OPBd OR GL05YI3 CONCRETE HLOCKs • E• 8561x11"INSTALLED MTH 16"DIMENSION PEPPINDIOLAR TO THE MAIN REAM.OPEN • . �, • GELS ARE PLACED VERTICALLY ON FOQTTNS, • MORTAR IS NOT R 1IRw UNI.SS SPECIFIED • CAPACITY=8pO0 LBS. � . TYPICAL 1=00fIN61NSTALIfl?13E#AYt FROST Lim • . •DOUBLE STACKED CONCRETE BLOCKS • • MAIN I-BEAM SHIMS;NoT !" THICKNESS�% HARDWOOD PLATES OR 011 R LISTED '.� y� 1 7114"MINIMUM w12D9r+i UP TO • `' LOAD DETERMIF D FROMP TA DETAIL • • ' 14 HISHER LOADS 66,000*MAXIMUM). ilkot GAPS,SOLID CONCRETE OR HARDWOOD • . , (MIN!l�3M 4 x85c16°}OR "HIEN SPLIT GAPS ARE USE AND V2"x8"x16"STEEL.OR OTHER LISTED MAT IALS THE.!DINT RUNS PERPENDICIAAR TO 040'THE MAIN I-BEA SHINS AND • BLOCKS MST BE INSTALLED OVHZ. EACH INDIVI UAL GAL? • DOUBLE STACKED CONCRETE HLOCI�S,sow . . '7411 is OR CELLED.EAC4I LAYER IS INTERLOCKED WITH LAYER MOH 6 SHOPK MORTAR IS NOT REWIRED UNLESS SPECIFIED . 11111%11110 TYPICAL FOOTINS INSTALLED EELOT"I FROST LINE CAPACITY= 161000 LBS. . • NOTES: I.SiBMS,wet REWIRED,ARE TO BE IEW IN PAIRS,INSTALLED IN OPPOSITE DIRECTIONS AND BE PITTED AND DRIVEN Tom'EEWEEN MAIN 1-BEAM FRAME AND SHIMS OR GAPS DELO r.SHINS MUST BE INSTALLED 5O THAT ALL SAPS j • EETVEDI THE HOMES EE BINS (I' •AM OR RIM OR GENTB LINE J015T's)ARE FILLED FOR TIE LENGTH OF TFE PER OR REWIRED PLATES.MINIMUM COMPRESSIVE STRESS CAPACITY FOR SHIMS IS 425 p51. 2•STEEL GAPS HST BE PROTECTED BY A MINIMUM OF A 10 MIL COATING OF AN TOR PAINT OR AN EGUIVALENT CORROSION RESISTANT PROTEGT)ON. :,. .` .,..,,,-,, •+' �R� ,Q . FIGURE 4.IA 2' -x527 ; TYPICAL PIER CONFIGURATIONS = `►'••.., i. NIA _',N AL a a3-'[8A• I1 - f. . • t . I. THIS DETAIL 15 ALSO APPLICABLE ' TO BLOCKING INSTALLS)AT SIDEWAL.L RIM JOIST LOCATIONS. 2. UNIT STABILITY IS MAINTAINED BY MEANS OF SINGLE STACKED PIERS NO 14161 ER THAN 36' LOCATED UNDER THE MAIN I-BEAMS OR DOUBLE STACKED PIERS WITH A MAXIMUM • HEIGHT OF DO". • V' RIDGE BEAM COLUMN LOCATION—*-- • • MARWA6E LINE RIM JOTS f FLOOR JOIST • r---- r • GAP BE N TOP OF PIER MD RIM JOISTS � 1 I AN MAY BE A HOOD PLATE(NOT EXGl�IN6 2" 1 l IN THk.K 5)AND SHIMS(NOT EXCE DING I' 1N THICKI�6).SHIMS SHALL BE AT LEAST _- . . ( - 4'TIDE AND 6'LONG,FITTED AND DRIVEN .; - : • T16HT'BE11 N WOOD PLATE OR PIER AND RIM JOIST. ! ;. . - • . • GAP: HOOD TREATED OR - W'RDWOOD)OR CONCRETE,2"xb'z16' - - • ''.-- ` '1- 51NSLE OPENCR CLOSED au.GONGRETE BLOCKS •.: � b'xb'yd6'O CELLS PLACED VERTICALLY UPON .�� . . . ; FOOTER) INSTALLED PERPENDICULAR TO RIM JOISTS - V •- •.: - N6: SEE OTHER �,�/y��� ' •' DETAILS FOR a. SPECIFICATIONS . I-EVEL---N • _ f I r., La �,•F 1 I I' 'E-_11 '�I—�i N1. T —` II=_Jai- . 1—I _ _itiI• PLACE BOTTOM-OF rooms ''', A . EG/S, BELOW FROST LEVEL. 'c Dp T4�`r FEDERAL'MANUFACTURED/=) " 25597 (z) HOUSING CONSTRUCTION L:J 'C• • ' [r -SAFETY STAPIDARDS _f•. � �,�: i. •1p A '\ al JUN 0 1_ 2000 S'ONAt. ,'" c� FIGS 4.2 c. • TYPICAL. RIDGE BEAM SUPPORRQ.OLUMN f51ER 20 c3•I9 • SEE 1 SEE NOTE*I SEE NOTE*1 SEE NOTE*1 SEE NOTE*1 SEE NOTE NOTE I r- r-ti - I121:11 11291 • L-J L-J r-� r-, At_ r-, L J L J - L- _-J --_---- L,-J MAIN PIER SUPPORTS FOOTM65 BEAMS (SEE NOTE#U (SEE NOTE 412) P *`. PORT 41+1 _ - -_----- LNJ .--- --+-®-1 - - L-J I 1 I L«J L • • • F 1-_Q: -. = - 26527 ° S�O�VAL E • NOTES: • I.SEE TABLE 4i FOR REQUIRED PIER GAPA IlY AND SP'AGINS. • 2.SEE TAB 4.6 AND 4.1 AND SECTION 4.2 FOR'FC lNtS- JIRD'ENTS. . • 3.PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET FROM BOTH ENDS. FEDERAL MANUFACTURED 4.PIERS SHALL BE LOCATED AT EACH SIDE OF ALL PERIMETER cp HOUSING CONSTRUCTION w • OPENNIN65(4)FEET OR GREATER IN WIDTH.THIS WILL INCLUDE • &SAFETY STANDARDS DOORS,WINDOWS,RECESSED BVTRIES,PORCHES,ETC. • USE TABLE 4.2 FOR PIER CAPACITY REQUIREMENTS. 1 JUN 0 1 2000 20 ( FIGURE 43. TYPICAL BLOGKING LAYOUT FOR SINGLE-SECTION HOMES 21 g3,2 0 • t ' SEE_ SEE NOTE#I SEE NOTE#1 SEE NOTE#I SEE NOTE#I SEE WOTE NOTE 13 se r—� r--1 r--i r—� r-1 —r-N±------- -._}_psi J ---_._..-____- `® I _—__.._.._—. _..r----__{._- _- MAIN PIER SUPPORTS FOOTIN65 •BEAMS (SEE NOTE*I) (SEE NOTE 112) . V•r—� r , r•-� r—ti ..... -L�'{-_---_ - L r, '__•-_-_-_}�"�___-_-._____- ---.--..----412.41---- . L-J L-J —J SEE NOTE*5 r r =i FISURE5 4.1I 4 4.I2 r�� r—� 14-----------F N I ------------ ---4-®t--------------tj 1 L J L L-J L_J L t. L—J L-J - L-J L-J - L-J L J L--J - L-J - . . r--: r--1 1 ICI • L- J . PERIMETER B OCni1Np , r� (SEE NOT *4) ,,.,".•.'..,,, • ,��? . .. RAG/sj;. C. • .13 -527 - ' NOTES: QA"` I.SEE TABLE 4.1 FOR REWIRED PIER C.APACITY AND SPACING. '`��AtAAL L` ' - . 2.SM TABLES 46 AND 4i AND 5GTION 4.2 FOR FQOTINS RESOIRD NiS. V • 3.PIERS Sr CALL BE LOCATED AT A MAX I OF 2-FEET FROM • - BOM ENDS. 4.PIERS SHALL BE LOCATED AT EACH SIDE OF ALL PERT ETER OPENIN65(4)FEET OR WIDER IN WIDTH.THIS WILL INCLUDE HOUSING FEDERAL MANS AC i ION DOORS,WINDOWS, ENTRIES,PORGI•E5,ETC. - C7 &SAFETY STANDARDS L...I . USE TABLE 42 FOR PIER CAPACITY REQUIR9MBIT'5. C) CD CD JUN 0 I Z0OO 5.SEE TABLE.43 FOR PIER GAPAGITIERS AT RID6E-3EAM COLUMNS. ,c:C 0—, I= 20 FIGURE 4.5 •TYPICAL BLOGKING LAYOUT FOR MULTI-SECTION HOMES • 23 ,c3 'Z2 51;f_ SEl=NOTE*1 SEE NOTE#I _ _ SEE NOTE#1 SEE NOTE#i SEES s.*3 MOTE NOTE #3 r—i r—i r—� r—� r—� r—� r--I I1 2:53I ii. II IIZSII I1291 UP. JI taS91 11; :;H 1.._J L-J L...J L.-J L-J L-J L:-J L J L a J L- lg.1 L-.J MAIN PIER SUPPORTS FOOTIN65 BEAMS (SEE NOTE#I) (5EE NOTE#2) PERIMETER SLFPORT • NOTE#I) r—z r ti r- 1 r—Z r-1 • L....J L_.1 • r—� r—� r—� r--1 r--I r --� 16�t 115x1 IIRI! I6aI II5 tI IL 1 L—J L-J L�J L-J L-J L....J L�J - S • • NOTE S NOTE#I SEE NOTE#I SEE NOTE#1 'SEE NOTE#I SEE NOTE#I SEE NOTE* NOTE.• ` • O el-- Q �,: 6527 • • NOTE St • I.SEE TABLE 4.2 FOR REQUIRED PIER GAPACITT AND SPAGIN6. • 2.SIM TABLES 4.6 AND•4:7�SECTION 4.2 FOR f iN6 RBC;hR 1T5. . 3.PIERS SHALL BE IX/GATED AT A MAXIMUM OF 2 FEET FROM . BOTH ENDS. • 4.PIERS SHALL BE LOCATED AT EACH SIDE OF ALL PERIMETER. FEDERAL MANUFACTURED I= - ORAN%S(4)FEET OR GREATER IN WooTH.TEAS WILL INCLUDE . Q HOUSING CONSTRUCTION u .. DOORS,WIh1DOWS,RECESSED EN1RIES,PORCHES ETC. SAFE T1C {ANDARDS .USE TABLE 4.2 FOR PIER CAPACCIY REQUIREMENTS. CD ' JUN 0 x,.2000 Its . FIGURE 4.4 20- . • TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTION HOMES (PERIMETER PIERS) - n x,2-1 t ,� • -• .: SEE NOTE#I . • 5EE NOTE tl SIM NOTE ti SEE ItYIE III ' NOTE t3 -'? r—� r-•Z • r_1 r-1. • r—'1 r—'1 - • �9! li2�11 Il29! • I[7S7i II,7131. 1.1 1:11 iCtUi ._J L-J L.-.J L-J L._.7 L.....J • L-J• L -I L J —• L J /PIER SUPPORTS /F�ao nN65 _ • BEAMS . (SEE NOTE"V • (SEE NOTE t2) , • . SEE NOTE•t5 . , ' -• • r r-1 r--r SEE PI6URE5.4J1 t 4.12' 1- `r-"-1 r--1 r- i -----I-a-1------1 --==-------- --------•-+-11+�+-___-:-®-1.----=+•� - 040 PERIMETER PI5 5 it4 C ARr7PAN AREF, V)_J • L_J L_ - r r -i -r�7 r- Y 1 E4, • • r--i r--1 r—s r.—`� r----1 � :.__-- _1 __.-----•+N] . --1 '.-__..= _._�.�_� ( ; - ' 1---a r•-1 r-1 - -71j 1 I !Mil IQ:Zit 11811 - ' •1�1 Mal J' 1- •L.-J L J lj. L -- • F86-7E-6 BLOGKIN&A5 • IZECJ�NR®'I3Y TABLE 4.2 ' a 1- NOTE III • •_s NOTE i NO'PE III• 5 NOTE.sit NOTE tl NOTE tl. E •• • NOTES . 5�7A 4. iurt .rHEIZ. Ae;1rr ANV 3P1�GiN6 �' =� - ` � w la '•:. f P 11�•4d .1T T F 7W 8 7 5. r .; ? ;ti •.3.PIERS SHALLEE LOCATED AT A.MA G U4 OF 2 Mil-FROM • - • o ss�,= ...i.117- *,'' • BC41.1�vs` N�4 E,, • • ' - 4 PIERS SMALL BE LOCATED AT EACH-SIDE OF ALL PERINE7FR • •• •• • - OFENING5(4)•FEET OR PIDE2 In 111OTH.11115111.1'1F CLUDE FEDERAL MAA'Ui-AC i UK-, DOORS,110120115, $1ff2113,,PORGIES,ETC, . Cj HOUSING C ONSTRUCTlO L:..I USE TABLE 42 POR PIER CAPACITY REGOIRE t15: - - V &SAFETY STANDARDS • 5.5EE TAB 43 FOR PI OPACITIES AT RID6EBEAt i COLUMNS. Q .1 U i . 01 2000 Q . . . . FIGURE.4.0 O . • - • TYPGAL BLOCKING LAYOUT FOR MULTI-SECTION HOMES • (Pa IMETER PIERS) ' • • 24 - Se-3'33' • • p 7 - Kit HomeBuilders West 12"MAX-- SEE CHART 8130W SEE CHART eB OW SEE CHART 5E1011 -- ,4_12•MAX 'X' "Y' 'Z' r--i zli I P91----RIDE Al4 COu w PIER '.*.."—M IN A i ` —-1 PIER•A• r—� were' r— "Air---i-N- . N4 il, I- 4 ;2__J L—J L_J L—_ PIER'C' PER'G' PIER V' PIER'C• _— I PER'A' f '"'"I r"-I PIER'AT— 4---H4 P i- • __J L—J P '8 L_J L___ 1 1:14.----RIDr aM COWMN PIER L_J ,l . 1 .■ 26'-8' 0.1 0 itiMMSTAIOIYOS .c ee (b$] d' 11/18/2010 PIER LOAD CHART ROOF LIVE PIER 41-0' 61-0' 8'-0' 10'-0'_ LOAD 'B' PER`A"PER'C' PIER "A' PIER"G'PIER"A'PIER'C' PIER'A" PER'V SOUTH(20 P51) 4040* 33400 16400 . 3650* •255500 3630 32500 427511 34600 • MIDDLE(30 PSI:) 516511 56600 16400 31150 25500 42100 32500 46000 3g600 I.MAX011.1 PER SPAGINS FOR 6'1-BEAM IS 10-O'AND FOR 10".12"OR L2-V2'I-BEAMS 15 I0'-O',STARTING NO MORE THAN SPAGIN6 PIER'A'= 'XP OR'Z' 2'-0'FROM EACH END. 5PAC1NG PER'C"_('X'+'T")/2 2.SEE TABLES 4.6 AND 4.1 AND SECTION 4.2 FOR FOOTING OR('Z"+ •Y7/2 V t2 M. TSER NGLDDES WEIGHT OF BLOCK PIER AND PI 3.UJ ADDITION TO THOSE PIERS PIERS SHALL BE LOCATED ON EACH SIDE OF All. OPE NIN55(4) 'Oaf C.DOF��'L FEET OR GREATER IN WDTK'MI5 IF DOORS WINDOWS, CAPACITY.ENTRES,PORCHES,ETC. TABLE 421-OR II ME.I.i �TALLA�TIONININSTRUCTIONS MAI SECTIONS OF THIS 0 �� �0 et 5 SEE FIGURE 4 FOR PI mew_ IMITATIONS. ■ Ilf: ' 1. 6.�EAVE AND GABLE VWTH 1514'. .s isl.�-... �rt�,��:,� '■ FIGURE 41 PIER BLOCKING LAYOUT TAG SECTION 25 53.34 T ., Kit HomeBuilders West IZ'MAX SEE CHART BELOW SEE CHART 813011 �. SEE CHART BELOW 12'MAX ar ox.: yr r--1 ;t. M P S'D' — 1�4 L R I D G®E A M R I H C O U M N P D P `MAIN _ PIER'D UNIT ®1 PER'A' r �� 1 PIER'B' r ►� 1 PIER'A`r�� -f `, i- -I' 1 -I- _._ i L—J L—J L—_ PIER'C' PER`C' � m LTPNER'i7' Wl32'D�L�J a PIER'C' PIER ICI -—1 PER'A" r - 1 r j:2 1 PIER°A•1-+" ®�- Irk �- -I J L—J N'NER"6' L—J L Tri 1 2 'PIER"D" i—, RlpbI�EAM COLUMN Pi PIE32 ro I?<1"� L___J 264$' PER LOAD CHART ROOF LIVE PIER PIER 41-0' 6'-O" 8'-O' 10'-O" LOAD '6' "D" PIER 'A' PIER'C' PIER'A' PER'C' PIER'A' PIER'C' PIER'A'PIER'C' 20 PSF 4040* 1710* 2445* 1840# 284014 256011 3165# 3250# 3530* 346014 30 PSF 5165# 2060* 2775# 1840* 3125# 2550# 3470# 3250# 3815# 3460# 45 PSF 6145* 2640* 3265* 1540* 3630* 2550# 3475# 3250# 432014 3460# 60 PSF 700* 3215# 37100 (540* 4050# 2550# 4400* 5250* 4145# 3460* 90 125F 10545* 4270* 4560* 1540* 4400* 2550* 5245# 3250# 5540* 3460* L r4AXMJM PIER SPACING FOR 8'(-BEAM 155 I0'-O'AND 10',12"OR 121/2'I-BEAMS IS IO'•O',STARTING NO MORE THAN 2"O' SPADING PIER'A'= 'X•OR'Z' FROM EACH BID. SPACING PIER'C' =('X'+'Y")/2 2.SEE TABLES 4b AND 4:t NIP SECTION 4.2 FOR FOOTING OR.M+"Y")/2 REGIJIREMENTS.(INCLUDES HEIGHT OF BLOCK PIER AND CONCRE7E FOOTER) o MONWACnwm� 3.IN ADDITION TO THOSE PIERS S H�TIRPERS SHALL OE q rCp'sr MM:4 p, �x�C.Do4. LOCATED ON EACH SIDE OF ALL �(4) c FEET OR GREATER IN WIDTH.MS INCLUDES Dom ,r41NVOiS, cc 4 a E,�,;�,� '-"1".; R};DEb6®BURIES, ETC.USE rABi 5 42 FOR 11/18/2010 a t,:.--'1�? 4.FOR MAIN IT P1ER5 SEE M F' SECTIONS OF THIS 4�1 _`,a• INSTALLATION 5.SEE FIGURE 4.1 FOR PER HEIGHT LIMITATIONS. � ► 6.DESI6NED FOR 10 PSF ROOF DEAD LOAD. " 'A i� 1.MAXIMUM HAVE AND GABLE OVA 141014 1514. . .0 firrAr . •FEss10 FIGURE 4.8 PIER BLOCKING LAYOUT (PERIMETER PIERS) TAG SECTION 26 53.35 Kit HomeBuilders West 12'MAX-- SEE CHART BELOW SEE CHART BRAM SEE CHART BELOW 17 -+--12'MAX «xi T 'V r—1 T .2. L TPIER'17" — L J WA6EEEAFd CALIR 1 ' ER'D � AIN J 1 PIER'A' r _'I PIER'B" r 1 PER`AC -r®+ `1 } k, +®W _�J L—J L—J L—_ Q PIER'�C PEER"C" in g §. 1PISi D' PIER D L — R t _ PIER'C' PIER'C' --1PIER'A' r-1 r--1 PIER"A'Y'- > ....�_...® , 1- .I. v +®_ d J L—J PIER'8' L_J L LJPR"D` RIDGE�BEAM God PIER 115�It'� PER'D L_J -. ♦ .t •. • •. r.. a .t .. • I el Ifi..a a: 41 •' / ■0 4,' .L . PIER LOAD CHART ROOF uvE PER PER 41-01 6'-0 0'-0' 10-0' LOAD '8' 'D' PIER'A' PIER'"G" PER'A`PIER'C PIER W PIER'C.PIER"A' PIER'C 20 PSF 4120* 1830# 2860* 1485* 3250* 276511 3640* 3540* 4025* 4315# 30 P5F 6325* 2215* 5210* 1485* 3600* 2165* 3410# 3540* 4315# 4315* 45 PSF 0850* 2115* 3645# 1485* 4230* 2765* 4620# 3540* 5010* 4315# 60 PSF 10150* 3500* 4370* 1155* 4160* 2165* 5145* 3540# 5535# 4315* 40 PSF 15160* 4660* 5420+1 1485# 5810* 2165* 6200* 3540* 6585* 4315* WIESI I. MUM PIER SPACING FOR 8'I-SEAM 1910'.0"AND EO',12'OR 12 I/2'I-BEAM51510'-0r,STARTING NO MORE THAN 2'-0' SWANS PIER"A'_ 'X"OR'Z" 2..S SEE TABLES 4b AND 4.1 AND SECTION 4.2 FOR FOOTING 5PAGiNb PER =("X"a"2"1/2 R6OJ11 {INCLUDES WEIGHT OF BLOCK PIER AND AM THOSE PIERS� N,Pe s SHALL BE �°, �% LOCATED ON EACH.SIDE OF ALL E•E7ER OPENINGS(4) o • TMs" �C.D��Q FEET OR GREATER IN I1PTH.THIS INCLUDES DOORS V INDOM, < RECESSED ENTRIES,PORGFEES,ETC.USE TABLE 4.2 FOR a Fy CAPACITY. 11/18/2010 14 ME•I;; 4.FOR MAIN UNIT MpM�RS,SEES APPLICABLE SECTIONS OF THIS * . • INSTALLATION INS11 GTIONS MAFIIAL. +� �o ` 5.SEE FIG 4J FOR PIER HEIGHT UMITATION5. ' 1/We"?' k 6.PESIGI ED FOR 10 P5P ROOF DEAD LOAD. 1.MAXIMUM RAVE AND GABLE=OVERJ4AN6 WIDTH IS 14'. C+',; VF _ FIGURE 4.8A PIER BLOCKING LAYOUT (PERIMETER PIERS) TAG SECTION - 26A 53.35A t' HITCH END SEE CHART SEE CHART SEE CHART SEE CHART SEE CHART SPAN AREA PIER TABLE 45 SUPPORTS ..., FY:1 ry4• ---- ; --=-------� --- L _Ed]LJ LJL � RIDGEBEAM PIER L L!±J RID&EBEAM PIER HITCH A SEE NOTE #2 END TYPICAL STAIRWELL SEE FIGURES 4.11 1 4.12 :::: oPENNE, -ERIMETER FOUNDATION WALL • (SEE NOTE *3) NOTES- • I.SEE TABLE 45 FOR REQUIRED CAPACITY OF PIERS LOCATED UNDER LOAD BEARING MATING WALLS. 2.SEE TABLE 4.4 FOR PIER CAPACITIES AT RID6E3EAM COLUMNS.PIER AT RIDGEBEAM 15 DESIGNED TO INCLUDE UP • TO I2'-O" OF FLOOR LOAD IN ADDITION TO ROOF LOAD AND CAN,THEREFORE,ACT AS A PIER ON NORMAL INCREMENT. 3.SEE TABLE 45 FOR PIER CAPACITY REWIRED IN SPAN AREAS(FLOOR LOAD ONLY). 4.SEE TABLE 417 AND 4.1 FOR FOOTING REQUIREMENTS. 5.FOUNDA11ON VIINLI..AND FOOTINGS TO EE DESIGNED FOR LOCAL SOIL CONDITIONS PER THE LOCAL CODES BY A • REGISTERED PRoPEE6totiAl. 661NEER. I b. DESIGN 15 BASED ON PERIMETER FOUNDATION WALL WITH PERIMETER SYTLE CHASSIS SPANNING FROM PERIMETER WALL TO MATE LINE. /,i . - •R"tyE GfsFEDERA1.MAPWFACTURED :,,,04 . � � •.)17.21 fi` O HOUSING CONSTRUCTION U S FETSTAN DS 617 %,,e ^ � r LI 1.0 _ APR 0 8 2003 .- ~ ` IIIGl IIIIFilf 41 FIGURE 4.Q • TYPIGAL LAYOUT FOR PERIMETER WALL FOUNDATION 27 53 36 SEE DETAIL 53 FOR GOIJEGTIONS / .` SEE DETAIL 1�t 58 ii T Ti tT COt CTION TO SILL/i . FOUNDATION 1 MEMINFM11 ) .11. 1 ate ~.■= -i _ -- . ` . : R. I-II;1 - 1 1 ., ...• 4 y ..111P."-.4%."; ut I '.• -. b.:=: -- ': t=et ▪ ` 11-11I il.11:-.. IL ..= f:_i 4.'`�∎41i1�-.�). 11=1 -:I 11= 1: . *= . {I: , . •I1-.. -_.._ III- I_11-s :,:.: ., .. Ijop-11' II=.•:.. "�:::=11 1:11:-111:1111:11::111==11.111 1U-11.-111.6-.11=11.-.11°.11'.-.11-.I - - 1 II. . I".II.-11.��:11.".I1'.-11:.l • e -. C./.▪.'� C FIGURE 4.10(b) "- � 2 527 • rr PERIMETER CHASSIS FOUNDATION GROSS SECTION �=.� � � " 1 . 5EE DETAL - • . 5.13 FOR COt*EGTIONS E DETAIL t P 1 q 5A FOR • I11 I+ CONNECTION j=' . TO SILL/ FOUNDATION -fl 1.=1-. R --i---e-4.-"•# -r.i �.�1/Q' • 11=11` .:: u-i - :°. 11 l 1: 11=1 s '•::11- 111-:1:•. :11=11- tart It.-4. If_:.....,....- ..� �^ . • .., Ilia ~:.1. i.t� 1 I`-II' " '":, {.11 If :r�. !1:111 _Ii= !I: G --.:1 .11=11 •-:•.•: - ` - -II11 4' It'll .. ; ,H.#„I _ , � f II-�.:=.,_..;. -fl-r . I 11=: : .: ..•..v II-7I-II: -:-+• .�r• I=11=11=11-11=l1: =1I=I1--11-11-11—t1-11�--1I-1 II-11=11=1I=I1=1 • .0-n=11=11#11-1 .11-11-11' 11'11-11;u. .11'11 . I-11-11`-11'11'11. • • FEDERAL MANUFACTURED M © HOUSING CONSTRUCTION L:4 . &SAFETY STANDARDS C ( c JUN 0 1 2000 = • FIGURE 4.10(b). PERIMETER CHASSIS FOUNDATIONOgR055 SF0, TION CL 28 .5-3.3'7 • ROOF RIME BEAM COW IN ri • . DECAL,PAINT MARK OR '.1` DRANIIN6 PROVIDED FOR —V -" LOCATION DETERMINATION • RIME BEAM GOLD RIM MEMBERS FLOOR TRUE6 ' MAIN BEAM---� • ■■ • . '"P0 RpFG - HOYTDM BOARD v" a C. /56-..6 -----. • i � -55 ~ • RIME BEAM 6ROkD •• .� • PIER S11Pp+ORT 4 26527 • • z EDDYING ur._ i�'.- ► '+ ' FIGURE 4.11 e Fss °- ,o4 •TYPICAL RIDGE BEAM SUPPORT COLUMN PIER • • -• . A... .. B. G ±L± Ll ' E• IN E . - INFLUENCE I1F1�ENCE I SPAN FOR . PIER A FOR J PIER CPS PIER E Du BEAM . '} II�Ltlt�IGE • SPAN FO PEER R D . FEDERAL MANUFACTURED © HOUSING CONSTRUCTION j • &SAFETY STANDARDS >. • C • ® Jai i 01 2000 E4 . • FIGURE 4.12 TYPICAL INFLUENCE SPANS l4 20 czC 29 C3;3� . t . • . ■ 1 . NIIIIMINI■ ■111■11•1111■••■• Fi WindoK or door • ttgreater ielliZ"In width. . .......-- --...A-- . . .. • r.:.,--,• rx-r., Fir,. .;Ivo. ii.:,-,-- ivs-i: ■-:::. if:1.'1 ri,-.Z r.,:,q, ■1.::,' ■1,t'ii. qz.:■: C .-1. il,:ri ii■li. iw-- ili.'- q't;:"; ;1" ■T.,"5'; • ii‘i. ,..,..., :,..... .,,,. ,■..,.. . Concrete • • • • or manufactured • . pier each side of • opening ON • • Tipical -••.--. (2)2x6x *2 5PF or 4x6x_.*2 SPF . • Min.Block at each pier.Fasten 2X6 together I • • with lOd nails at 6'oc.Block to be centered . . • on pier ond Is to wpport a mtdmurn of 0) • • Floor joists.Attach block to each Joist with • (I) 16d nail toe nailed.Minimum length of blocks • to be such that g they extend to first joist beyond !9495 of oPerlin . • - Skiema Side ., - t . . . • . . - • . . . .1. kill • *11: . i • Pb°d/44I'd 139----------. ' • 1'1 , ---C "Max . IES - ' ---— •• Btock--------'-----L' .:.'. '. ... . •;• . or. . per l'Nominal Wood Typ.appr• -• . support pier . 1•Ii.- Ilsurg iii or 4'Concrete C,a0 --- :•-.•":7--: • 4. (pier to be — - -• . on header) .r-':' 85035(16" 0-• y:,• 1.7?• • . • -4- Hollow Concrete .. s ...,----.: it BlockPler • •. ..... .::-..: IN (Pier to be centered • on blocking) • ..-•-.*: WINNE. • IMRE -F ..lte:.:,. .s'..4.=. 4.-:"`, ' • , - , ---. ---'=-• ' . . --- , - Mantsfactiried Pier ' Concrete figook.Pier • rerinotek-- — Po r • Side View. • Side Viers " . Frnt o Vim . . .... . . • • . • • - , . • • ,,.,,,-,,,,,„...„, ' p,00 REG -'--.- ..441, •._ . . .., ;•-•r C. 4.,,., 1/4.. -. This detail for use for requtred piers at sides of openings so ..i•rfp7 ., 04 math. /(9.,, 4 Designed for 20,SO and 40 psf roof live loadsEiadf"',-- -.0',. i.,?.•-- ',• %.r . • • : I J 01.1111 1 floor system is not required. cp HOUSI K-3 .... .A L ;... Cr SAFETY S i NDATWS ...- Designed for Wind Zone-I I -a: 26527 , . CZ:1 JUN 0 1 2000 = a_ i • 'cA•Ncl ..„..ONAL -• / •,,,,, $ .... . • c FIG 74 4.13 c:c 4* - PERIMETER 7 ER SUPPORT 30 ' 5.3.39 • . Kit HomeBuilders West it �f APPROVED 0 igt 111 g oho tt.� w .'7 4 1 .a lir aaada t o -c w( '7) 1 1 � fyN'' h ii Off, -P fill REr4 1 MO g q 1 N thgl Oil ail , q igilipt liti or gifii liE (ii (i "111 1 0 11 Itii AIN! 111 1 r NI u 4 Lox r w - 1 .11111 PI ih 11 il ON iiii it n il 1 = t( OE hgtqpiel IliuM' ePitillgat ii i "4: o II 110N% 011, d li flipil @ 0 ? in i Sligitit W — iiwilkiii1104MONiiiptigliigli aghigibgi it z — o Q- 1 11 P pg PlIniiiiigt la% '14 .1111041 i P-- 1 i oz 1 gg R� tag ,s gl Z A 6; KR Ap pi st Egg I1 s a q iligi 1 1 xtlig 1 1' ihi 116 1 / 1 Iv 1 ii 1 I :hpil It 0 lis Ei la biligi 1 g 1110 i ; /NI NI ii Pil ii i - ugi§2 lei itleii qgi jiliehl Nita I! 1: 0I El§ hiii 1 ItAilholip NI i Jas ri t! i :_. 31 53.40 . • co 4,.'''''.'..,..., Q..7—r. _LI:j__ 4 ........t_ ,f:j___,____Lr:J., ,: Agiii. ii t II t I ii II �: l . II � I1 tF • It b ! 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( • • FIGURE 4.21 .zr FROST PENETRATION MAP 36 5 3 * 4c- • Kit HomeBuilders West MINIMUM PIER CAPACITY(POUNDS) SECTION EAVE ROOF MAXIMUM PIER SPAGIN6(FEET) WIDTH OVERHANG LIVE LOAD (INCHES) (PSF) 4 6 8 10 11 ■" 14" 20 2325 3260 4195 5135 FLOOR WIDTH 80 2510 3625 4655 5740 142" f4" 20 2565 3660 4160 5855 FLOOR WIDTH 30 2650 4085 5325 6560 160" 14" 20 2805 4020 5235 6450 FLOOR WIDTH 30 3115 4490 5865 1235 NOTESs I. PIER LOADS BASED ON (0 PSF ROOF DEAD LOAD AND 10 PSF FLOOR DEAD LOAD. 2. PERIMETER BLOCKING IS NOT REQUIRED EXCEPT AS NOTED FOR LARGE OPENINGS. 3. REFERENCE DETAILS IN FIGURE 43 AND 45 FOR PIER LOCATIONS. 4. MAXIMUM PIER SPACING IS ALSO LIMITED BY 1—BEAM SIB $31-0"MAXIM.IM SPACING FOR 8" 1—BEAM AND 1O'—O" MAXIMUM SPACING FOR 10",I2" AND 12 V2" I—BEAM STARTING NO MORE THAT 2'—O" FROM EACH END. 5. REFERENCE TABLE 4.6 FOR THE REQUIRED FOOTING SIZE CORRESPONDING TO THE LOAD DETERMINED ABOVE(INGLIIDES WEIGHT OF BLOCK PIER AND CONCRETE FOOTER). /4 C.0% A Amu/r • . 4t0FESSI'' sSAF0YSTANDARDS 11/18/2410 TABLE 4.f MINIMUM PIER CAPACITY TABLE (FRAME BLOCKING ONLY) 37 53.4 . • Kit HomeBuilders West • u �V u12i . • P 1 ifiltal .„ _____ _ .....nt-„,.- ,.. . ,,,,, ., , •.,,, ., : 1 . . ,. . . Illt-tiiimu- -. - . 1 l'igi!li 11,,,,.............„., ,I IS-:. g .km 1- ! - 1 g §11 . a I 1,1. I if 2'2 1' - . N i 2121 igliii =g- - : r -t . i .. I r .. -ttr t.- - -9-ti I liE ' II it Rtil !I ktil • • • • 6 • 1 L .3 i 11 i L ..$ I.. .3 • > .� ;y II . 4 II II II.. , ,-, .1 ii - ri II ' I . II . _ 11 p • . . ::>1• i1 . . '• • II' II r ; I! n O r_'x �8 u 1 u I on' I u u C� -_ I Ire-, r I1 •ti.•. 1. It ' I !�1 1 iii I�� ��I�u Liles /•' '...• • ...! L J • L1117.311" J .L.�J . —(M . IaI g 11[41 t 11 Il . 11 II LttJ I I1 II n ii li -�N i I 11 sip ii n II • Ii IMD — I' L`xC.d L ..I L J L J • IW! I l • yi i1. 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II E>5.1 gtt 6 p i a . f i Ir 1 11 i „_ -, I- 1 QQ QQ uu keg !!!! f r �.� • 37.2 • • 53.46b Kit Home Builders West . INSTALLATION INSTRUCTIONS FIGURE 4.24 TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTION HOMES WITH 30 P5F ATTIC LOAD . (PERIMETER PIERS) SEE ,. SEE NOTE Nt 1- SEE NOTE*1 SEE NOTE It! SEE NOTE"I SEE NOTE N3 NOTE N3 r-i r-1 r-1 C-1 r-1 r-1 .r 1 L.-11 L-J L....J L-J 6-J L-1 L-,j ,...__,\,..._________._..,._ ...=J MAIN PIER SUPPORTS FOOTINGS BEAMS (SEE NOTE NI) PERIMETER SUPPORT• r—1 = NOTE N1) L-J l J r-1 . r-1 r-ti r....-; .r-1 r L-J L.-.J L-J L...1 L.LJ L-J L...J SEE NOTE SEE NOTE N1 " SEE NOTE NI SEE NOTE NI I,- SEE NOTE 111 SEE NOTE NI SEE NOTE NI NOTE r NOTE5s I.SEE TALE 4.24 FOR RE J!RED PIER CAPACITY AND SPACING. - 2.PIERS SHALL BE LOCATED AT EACH SIDE of ALL PERIMETER OPENINGS(4)FEET MD 141VER IN MOTH.THIS WIU.INCLUDE DOOIRS,WiNDONt5 RECESSED ENTRIES,PORCHES,ETC.USE TABLE IAA FOR PIER CAPACITY REQUIREMENTS. 3,PIERS SHALL BE LOCATED AT A MAXIMUM 2 ITT FROM BOTH . O��C.OJ�bR 4.SEE TABLES 4.6 AND 4.1 AND SECTION 4.2 FOR FOOT1N6 REQUIRMENTS 2 vs ME4:ten 4 o w 0 1;047 z IN5TALLATION INSTRUCTION TABLE 424 1 ',;MPIIII �"w. MINIMUM FRAME PIER CAPACITIES � T�?Irj~� • (PERIMETER PIERS) ,HESS• SECTION PIER ROOF MINIMUM PIER CAPACITY(POUNDS) N4 W LIVE WIDTH LOCATION LE)LOAD 4 MAXIMUM PIER SPACING(FEET') 6 b 10 omit-i 1/1" FLOOR 1-13EAMS APPLICABLE" 1480# 20150 25554 5045* WOE Y) PIERS 11 `R 30 3265* 46'51 612511 SIDEWALLS . 45 3150* 5420* ICAO* le . 60 42300 61454 ACC ao 51454 7541011 NO it 5 NAMFACTURED • TABLE IAA NOTES, °a I.REFERENCE DETAILS IN FIGURE 4.24 FOR PIER LOCATIONS. 1/25/2012 2.SEE TABLES 4.6 AND 4.1 FOR REQUIRED FOOTING,SIZES. 3. MAXIMUM SPADING OF PERIMETER PIERS IS 8'-O"ON CENTER FOR 30 4 40 PSF AND • 6'-O"OC MAXIMUM FOR 60 d 410 PSP. 4. DE51GN 15 BASED ON qg V2" 1-BEAM SPACING. 37.3 53.46c — • OFFDEMt.MAIIUFl1C IUFIFDD Kit HomeBuilders West U HOUSING CONS77NKFWN 0 L SAFE7Y9F"kON"/S xm < U6 m . cc SECTION PIER ROOF MINIMUM PIER CAPACITY(POUNDS) •• R/19/2013 -111DTH LOCATION LIVE)LOAD. 4 MAXIMUM PIER SPACING(FEET) 12 - • 142' MAIN NOT 1450 1410 2115 3015 3540 WIDTH I-BEAM` APPLICABLE 14"EAVE . . - PERIMETER 20 1510 2155 2740 NA NA PIERS UNDER 30 1855 2580 3305 SEE SEE 5IDEHALL5 45 2135 3005 3875 NOTE*3 NOTE*3 • 40 2105 5130 66 05 120 4405 6405 3405 150 5210 1105 — _ PERIMETER 20 2460 3490 4520 NA HA PIERS UNDER 30 2435 4200 5465 SEE SEE MATING.WALLS 45 3405 4410 6410 NOTE 413 NOTE$3 60 4355 6550 8305 a1 1145 1115 10510 13185 150 8650 12770 ---NOT i 1-BEAMS APPLICABLE 1520 2080 2645 3200 3165 WIDTH W/ 14"EAVE PERIMETER 20 1130 2340 3055 NA NA PIERS DEWALLS 2355 x300 43 0 NOTE*3 140 *3 60 2980 4210 5560 �O 30 120 3420 150 5825 8540 -- 4 NAL NA PIERS UNDER 30 33 3310 4160 6215 SEE SEE MATING WALLS 450 840 5560 1280 NOTE 113 NOTE*3 120 81100 11960 15815 150 9160 14435 — 180" MAIN FLOOR I-SEAMS APPLICABLE 16°5 2210 2810 3410 4015 II1 TH W/ 12"EAVE R PERIMETER 20 1425 2686 IED 5 30 2215 3215 4150 A A 5210 60 28 4010 6 O NOTE*3 NOTE*3 1x200 5455 7985 10510 150 6335 9300 PERIMETER 20 3125 4440 5650 NA NA PIERS UNDER 30 3125 5340 1050 SEE SEE MATING WALLS 45 4625 6140 8850 NOTE*3 NOTE*3 60 5525 8040 10650 120 4125 1313490 !� • 150 10440 16285 --- . FLOOR .1-BEAM` APPLICABLE 1630 2245 2860 3415 4040 • WIDTH W/• • 3'EAVE • 20 1845 2510 3240 NA • NA • PERIMETER I 30 2165 3050 3430 SEE SEE • 5 312'4 4490 B O NOTE 3 NOTE*3. - 2O 1310 4640 . • • • • • 150' 6040 8860 ' - . • _ . rroR• • WtD7H W/ . 1-MAIN APPLIGASLE LSIO 2065 2620 3180 12"SAVE 200. 224 Oy�C.DOF0 N6t>E PERM EI ER oNLri 5IDEWALL5 - 45 • 2485 4211 5510- NOTE+►3. 4 it ME,}-7� • • • • G.0 3510 5065 6620 • 40 4560 6640 6720 . - .A .k. 0 w i/Omirtaii... I.REFBREti4CE DETAILS IN FIGURE 4.4 AND 4k FOR PIER LOCATIONS. ?• aV�� 00 . • 2.SEE TABLE 413 FOR REQUIRED FOOTING SIZES. • • ' F S1 4` . 3.MAXIMUM SPACING OF PERIMETER PIERS IS 6'80"ON CENTER. 4.DE516N IS BASED ON 49 1/2°I-SEAm SPADING. TABLE 4.2 . , MINIMUM FRAME PIER CAPACITIES _ (PERIMETER PIERS) 38 • ' 53.47 • . . . I,14 U",...."Ds enAet.va 1.1i/ekof . ' . - . . . . - Kit HomeBuilders West . - OfgeoLommottegOt . . onowenopeoftsom(45 . . . smoursuummucpr . • • - - - o . . oe . , . • . . . - . - •re 0 ... adnom . . . • . 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ME) I I I "C.1 I • o 0,040-r-r- ' 090wwww.(2202=== < . - --- . . . . .11.4...-i1-4.4.41e42,41 ,o4b4loko.i.4-)%i140 - 0000egIggrAgiggAisagag ' • . - 0..tob.a T-rream ww .• • ' . • , Nmtill .• .... . • . • . - • 63e A 4-ste.......tieest. so :t Seess E.4 . I - • • .. • rsi 4,6:43 I-rrreolec% . - . .i0 • •• . . .• . . . P - . AcImarifiliglin-‘ ANgffiREItirSSZ474--Z-VVii$ QZ3g IIIISSIK21101'-sl . M . _ • . . . • ' 43 . • • -53.52 - - i . . • . • • •I . • . • - . . . • . . • i • . CHAPTER 5 -SETUP PROCEDURES 5.1 Moving home to location. Make sure the following items are completed before placing the home: 1. The site is properly prepared. See Chapter 3. • 2. All concrete work necessary to setting the home is finished. • 3. Utilities are installed or available. . 4. Any trenching,for crossover drain lines or for wheels that will be left in place,is complete. • 5: Items that could be difficult to install after the home is sited(such as anchors and ground moisture retarders) are in their proper locations. . • 6. Provide steel plates, C-channels,,or equivalent for use as jack reinforcing plates between . chassis I-beam and jack.head to distribute the•load imposed on the chassis member by•the. • jack-head. Note: Failure to use these plates could result in structural damage to the • home and greatly increase-the likelihood of•the•home slipping off-the jack. • • •CAUTION: THE HOME 'WEIGHS. SEVERAL TONS. USE ADEQUATE • . TEMPORARY SUPP TO BLOCKING O SAFEGUARD WORKERS. KIT •C • ..EOMEBUILDERS WEST RECOMMENDS WOOD BLOCKING. . 5.2. - ..Setup.PrgcedureInstrcictiuns _ . Please Read Carefully • • . 5.2.1 It is important that these instructions and precautions-aro-adhered to closely if you are to enjoy the comfortable, safe and trouble free home that has been designed and built for you. The • . following four items apply to the set-up of all homes(single-section and multi-section homes). • - _ .Each step should be checked-of as'it is comp leted. The set-up crew•should consist of a • • • MinimuM of two experienced' Vup.members - • • • • • . . .• • In following the procedures below for set-up,it is recommendedtliat your home be installed as close as possible to the ground.as local,codes permit,'yet'still providing:a crawl space for . periodic inspection. This may require that wheels and tires be removed and'thatthe ground in • the axle hub and drum area be "dug out"so the drums can be set lower. • • I. •Afferseleeting the foundation system desired,select-the footing area and load capacity .from-the information contained in Chapter 4,o01o. ormation • • • in Chapter 4 to the structural load zone for c yo�iwaaaesigd�nd will be • •• set up in: • ' •• • • © • MAY 0 5 2003 2 • - • 44 d- ©C 7 Q .• . . • • • 2. If the support foundation or tiedown types selected cannot be installed when the home is in its final position,.these portions of the support foundation system must be installed before the home is positioned in its final desired location. For example, ground anchors required for a tiedown system normally must be installed before the home is placed in its final position. • I .3. Upon delivery of your new home, and before placing in its final position, you should • inspect both interior and exterior for possible shipment dam age. Any damage should immediately be reported to your dealer. • • 4. Prior to set-up of your home,the soil beneath the final home location should be prepared . as outlined on Chapter 3. 5:2:2 Single Wide Set-up Procedure: Pier Foundation • • • 1. Position your home in its proper final location. 2. Using an adequate jack at the hitch,"rough"level the home. This is only a"rough"level . • and not the "final" level. • 3. Placing the individual support foundations under the home in the correct sequence is.very important and should be done as follows: Place the fast lifting jack.under the chassis' main beam,just forward of the front spring shackle. Locate the Iifting jack so that a . . support foundation can be placed next to the front spring shackle. 4. Position a second lifting jack under the same chassis'main beam just behind-the rear. spring shackle. • 5. Using both jacks-uniformly, lift one side of the home-and place a support foundation (using appropriate sued piers and footings as referenced in Chapter 4)next to.the front • spring shackle. - • b. Place a;second snpport foundation 74thin:$•Iiigt of ihe Or4.94.ffneeeiMary,immediately • behind-the rear spring shackle. On three;four or five axle units.Where these two support • • • foundations could be further than 8 feet apart,place a third support foundation between axles spaced as evenly impossible between the first two support foundations. . 7. . Place one additional support foundation towards each end.of the chassis' main beam within 2 feet ofthe extreme end of the home. • 8. Lift the opposite side main beam as outlined above andEDgmUyiAtualtciN support foundations direly opposite those placed on the of ` Yr"«ucTioN LLI 4 5 4 JUN O. i 2000 . - � ct. 20 • Kit HomeBuilders West • 9. Complete the "rough" leveling from front to rear and side to side by adjusting the support foundations as required. 10. Evenly space intermediate support piers under the main beams so that the home is supported as required. (See Figure 4.3 or 4.4.) • 11. Place additional supports at each side of doors or openings 4 feet wide or wider. • 12. Additional support foundations are desirable under chassis' main beams or floor joists where extra heavy furniture or appliances are located. 1a. Make a "final" level adjustment of the home using a standard bubble level or a Manometer type level. Work from front to rear and side to side to obtain "final" level conditions throughout the home. Each individual support foundation should be snug and in contact with the home. The home is considered adequately leveled if there is no more than 1/4" difference between adjacent pier supports (frame or perimeter) and the exterior doors and windows do not bind and can be properly operated. 14. The tiedown system must be connected as discussed in Section 5.3 of these instructions, and in accordance with the instructions of the tiedown and anchor manufacturer. 15. In the event of a slight settlement any time after the initial installation, releveling can be accomplished by following the procedures detailed above for"final" leveling. 16. Install all light shades and light fixtures as needed. 17. Connect and test utility systems (electrical, water, drain lines and gas lines, as applicable) as detailed in Chapter 8. 18. Check and adjust the entire home for items which may have become misaligned in transit or during set-up,such as the following: a. Adjust passage doors to close easily with proper alignment. b. Realign cabinet doors. V c. Adjust drawers to open and close easily. d. Adjust closet doors,aligned and square with walls. e. Adjust exterior doors to close easily and be square with frame, and to lock and unlock easily. .. f. Adjust all windows to open and shut easily. g. Adjust drapes to operate easily and completely close. h. Recaulk over the top of all windows and doors and other seams as necessary. i. Retack any loose moldings,panel connections,and trim. j. Retighten"p"trap fittings.. 19. On some models, it may have been necessary to ship loose appliance vent piping to assure ormea�,ru4raunm 4 6 a a sonntsraremes 4 0.' G 10/22/2008 53.55 assure the pipe's safe transportation to the final site. Check all appliances to confirm that all venting is installed per the appliance installation instructions. 20. Install and/or connect all other parts and items shipped loose with the home. • • 21. Conduct final clean-up operation in the home. • • 22. Your Kit RomeBuilders West singlewide borne is ready for occupancy. 5.2:3 Multiwide Set-up Procedure: Pier Foundation - • 1. Strip plastic and wood braces from both units (weatherproof covering and temporary supports). Be sure all exposed nails'and staples are removed: - • -:2: -' Position one-half(usually the heaviest half)of the home in-its proper final location. . • . • 3. "Rough" level this half of your home.as outlined in Steps 2 through 12 of the Single Wide Set-Up Procedures. (See Figure 4.5 or 4.6.for spacing and location of individual support piers.) ,4. Place an additional support foundation under the floor rim joist at each ridge beam • column location(See'Figures 4.11 and 4.12). . C ." 5. Once the first half of the home is in place,a strip-of sill-seal insulation . p p insulation should be attached per Figure 5.1 to the marriage joint of the first halt.The sill-seal insulation will fill any• • gaps between the two halves of the home and-help prevent air Infiltration. . . _ • • 6. Position second unit along side the first unit being careful not to.jar the first unit. Approximately six inches or less should separate.the floors. Bring.the two floors • ' together using jacks or similar.deviCes. Draw the floors together tight(at this stage the. ceiling will usually be open at the center). • - • • • . • 7. Loosely attach the:floors-tog -.( Nig a 5:2 or 5.3). Predrill holes jn the-floorrim • • - •joista ►d inseit th+ ft s .11113.00i f idly tight. . 8. Starting.witlr the inside main beam,rough level the second floor•as detailed in the Single • Wide Set-Up Procedure,Steps 2 through 1 k. . 9. - Close the gap in the center Of the ridge-beam halves by raising the outside of the second unit. Connect the top of the ridge beam using one of the methods shown in Figure 5.6 • or 5.7. It may be necessary to-adjust the ee F ' J cdl�� bra.`� �Y �g the connections. A jack and tee is used to raise wli' ver � s - w • 'e front • and work through the home to the rear. •• • !A • MAY 0 5 2003 0 • 4 7 - CC [a... Kit HomeBuilders West 10. Tighten the lag screws to securely fasten the floors together. ' 11. Make a"final" level adjustment of the home using a standard bubble level or a manometer type level. Work from front to rear and side to side to obtain "final" level conditions throughout the home. Each individual support foundation should be snug and in contact with the home. The home is considered adequately leveled if there is no more than 'A" difference between adjacent pier supports (frame or perimeter) and the exterior doors and windows do not bind and can be properly operated. 12. Attach mate line walls and ceiling together as shown on Figures 5.5.1 and 5.5.2. 13. To finish the roof install two layers of 15# felt or a single layer of PlyDry underlaymnet, along the length of the home's ridge line and tack in place. The felt layers are to be overlapped 4" at each seam, with the top layer seams offset a minimum of 48" from the bottom seams. Install and finish shingles per shingle manufacturer's installation instructions. NOTE: In cold weather, warm the shingles before bending them; field installed shingles and ridge caps must be hand tabbed,using an approved tar and sealer. 14. Connect gas line flex connector(crossover)where applicable. (See Figure 8.10 or 8.11.) 15. Connect electrical crossover as required with the material provided. (See Figures 8.16(x).) 16. Connect duct crossover. Flexible crossover must be supported so that it does not rest on the ground. (See Figure 5.15,5.16,5.17,and 5.19 a and b.) 17. Connect waste line crossover where applicable. 18. Connect hot and cold water line crossover connectors where applicable. 19. The tiedown system o must sy be connected as discussed,in Section 5.3 of these instructions, and in accordance with the instructions of the tiedown and anchor manufacturer. 20. In the event of a slight settlement any time after the initial installation, releveling can be accomplished by following the procedures detailed above for"final" leveling. 21. Install all light shades and light-fixtures as needed. 22. After connection of utilities is complete test utility systems (electrical, water, drain lines and gas lines,as applicable)as detailed in Chapter 8. 48 O FEO6W.MMIXACTIMID •• u"OUSaaCOMSI(IQION • � iSAFefSiMOMOS .W 00 • � G 1125/2012 53.57 • Kit HomeBuilders West • 23. Install the ridge beam molding(or finish) over the center joint in the ceiling. 24. Install carpet,carpet padding and molding where applicable. 25. Check and adjust the entire home for items which may have become misaligned in transit • or during set-up,such as the following: a. Adjust passage doors to close easily with proper alignment. • b. Realign cabinet doors. c. Adjust drawers to open and close easily. d. Adjust closet doors,aligned and square with walls. e. Adjust exterior doors to close easily and be square with frame,and to lock and unlock easily. • 1. Adjust all windows to open and shut easily. • g. Adjust drapes to operate easily and completely close. h.- Recaulk over the top of all windows and doors and other seams as necessary. i. Retack any loose moldings,panel connections,and trim. j. .Retighten"p" trap fittings. 26. On some models,it may have been necessary to ship loose appliance vent piping to assure the pipe's safe transportation to the final site. Check all appliances to confirm that all venting is installed per the appliance installation instructions. 27. Install and/or connect all other parts and items shipped loose with the home. . • 28. Conduct final clean-up operation in the home. • • of egtwaiNziwmt ea ss n•• re • 5.2.4 Hinged Roof Set-Up Procedure 10 /2008 V • 5.2.4.1 Before You Begin • 1. Review the parts list and assure you have located all the parts and components necessary for completion. Do not uncover the roof until you have located all of the parts. Check the documentation for the Alternative Construction(AC)letter which • . V provides additional information. V 2.You will need certain tools before you begin: • V a. Five roof jacks capable of lifting the roof to the proper height or a boom truck capable of lifting the upper roof section which weighs between 1500 and 2000 pounds. b. Ladders for egress from the roof. • • 49 • • 53.58 • Kit HomeBuilders West c. Basic handtools such as hammer, saw,etc. d.Manpower needed is a minimum of two people,however,five is preferred. 5.2.4.2 Plastic Removal 1.We recommend that you'remove only the weatherproofing necessary to raise the roof. This should be the fastening along the mate line wall. By removing only this area, the home could quickly be reprotected in case of rain or snow. • 2.Fold the weatherproofing back out of the way being careful not to step on loose materials which could cause a fall from the roof. 5.2.4.3 Preparing To Raise The Roof 1. Measure the length of the home and divide that by the number of lifting points you intend to use. A minimum of five for a home larger than 56 feet is required. For example: 64 foot home divided by 5 lifting points= 12'-8". • 2. Take the results of item 1 above and divide by 2. (Example: 12'-8"divided by 2= be placed The second jack will 6'-4") This will be where you place your first jack. � P 12'-8"from the first jack. Repeat for jacks 3,4 and 5. 3. This should result in the last jack being the same distance from the end as the first a jack was, in this example 6'-4". a OMIT STANDARDS 7Q Ov 4. Lift each jack equally until the roof is supported by the jacks, recheck for any 10/22/2008 problems before raising further. 5. If everything is still okay, continue to raise the roof equally until the hinged king posts(hinged to the top chord)fit into place and fasten per the included drawing. 5.2.4.4 Finish 1. Install shingles on hinged section as required by shingle manufacturer's installation instructions, which can be found on the back of the shingle bundle. 2. Install the soffit,j-rails and fascia as needed. 3. Install gable end sheathing and siding as needed • 50 • 53.59 Kit HomeBuilders West 5.3. Anchorage Against Wind 53.1.1 Anchoring Instructions. After blocking and leveling, the installer must secure the home against the wind. In order for the manufactured home to be secure against high winds, it must be anchored to the ground. The homeowner is cautioned that if the . manufactured home is not properly anchored, it is highly susceptible to wind damage when high wind conditions occur. A wind Zone 2 or 3 home will come equipped with . factory installed vertical ties spaced to allow a typical pier height. See Figure 5.25 for corresponding pier height. If a higher pier is anticipated, inform the retailer and factory to adjust the spacing accordingly. 5.3.1.2 Number and location of anchors. Select the number and location of straps and anchors from the appropriate chart and diagram of Figure 5.20, 5.21, 5.22, 5.23, etc. Use only listed and approved ground anchors capable of resisting a minimum ultimate load of 4725 pounds and a working load of 3150 pounds as installed Unless reduced capacities are specified by the anchor manufacturer. A reduced capacity of the ground anchor or strap will require a reduced tiedown strap and anchor spacing proportional to that given in the • charts. However, ground anchors must not be spaced closer than the minimum spacing permitted by the listing or certification. 5.3.1.3 Installation of anchors. Install the anchors at the locations selected from the appropriate Figure, following the anchor manufacturer's instructions. Install double-head anchors at all over-the-roof-tie or vertical tie locations. Line up the shaft of each anchor with its strap (see Figure 5.9) or resultant angle between vertical tie and diagonal tie (Figure 5.25) or install an approved stabilizer plate. You may want to consult a registered professional or structural engineer to determine the correct angles for the anchors. See notes in figures regarding stabilizer plate installation when this angle cannot be achieved. Warning: Before any anchors are installed, check to assure that underground pipes, wires and cables and/or utility services are not located where anchors are to be driven. 5.3.1.4 Strap Tensioning. If your home is releveled at some date after the initial tensioning of the anchoring straps, the straps should be retensioned as specified in the anchor manufacturer's installation instructions. Straps must be inspected periodically to assure that proper tension is provided in each strap. If straps are found to be loose, then retensioning of the straps must be performed. 5.3.1.5 Strap Protection. Protection shall be provided at sharp corners such as I-beam flange, crossmembers, angle brackets, etc. at point of load on strap by placing an additional layer of strapping 2" long, (when possible) approximately centered between the strap and the sharp corner. 5.3.2 Optional Over-the-Roof Straps. Optional over-the-roof straps may be used to provide additional stability for single-section homes, above and beyond that from the mandatory frame tie-downs. Straps and anchors should be installed per the'appropriate Figures in this Section. 0 FILER&61RAFAC1111104. osSMUT 5TA* IS 21 4 0 51 C o 10/22/2008 53.60 • Kit HomeBuilders West 5.3.3 Severe conditions 5.3.3.1 Freezing Climates. Be sure anchor augers are installed below the frost line. During periods of frost heave,be prepared to adjust tension on the straps to take up slack. • 5:3.3.2 Severe wind zones.Kit HomeBuilders West does not recommend installing your home in an area known to experience severe winds,or in any zone that requires greater wind- resisting capabilities than those for which it was designed(see data plate). 5.3.3.3 Flood-prone areas. Kit HomeBuilders West does not recommend siting manufactured homes in flood-prone areas. Foundation considerations are discussed in section 4.4.1 and the FEMA document referenced in paragraph 4.5.4.Unconventional anchorage and tie-down often are needed in designing and constructing the special elevated foundations that may be required in flood-prone areas. Consult a registered professional or structural engineer. Flood plan rules apply to new homes only. 5.3.3.4 The anchor tables and design does not consider floor or seismic loads and is not intended for use in flood or seismic hazard areas. In those areas the anchorage system is to be designed by a Registered Professional Engineer. 5.4 • Installation of on-site attached structures. Design all attached buildings and structures to support all of their own live and dead load, and to have fire separation as required by state or local ordinances. 5.4.1 Attached garages. Attached garages must be installed according to the manufacturer's instructions and to all applicable local codes. They must be supported independently of the factory-built portion of the home. Electrical circuits in garages should be provided with ground fault interruption. See specific instructions and illustrations included with your home. 5.4.2 Porches. Site-constructed porches must be constructed and inspected according to applicable local building codes. • 5.4.3 Steps, stairways and landings. Steps, stairways and landings must be constructed and inspected according to applicable local building codes. 5.5 Skirting. Skirting installed around the home should have nonclosing vents located at or near each corner and as high as possible to cross-ventilate the entire space under the home. Vent free area should be equal to at least one square foot for every 150 square feet of the home's floor area,and this area should be further increased when insect screens, slats, etc. are used over the open vent area. In freezing climates, install skirting so as to accommodate 1-2 inches of frost heave uplift to • prevent buckling of floors. Take care that rainwater cannot be channeled or trapped between the skirting and siding. 5.6 Releveling. Due to varying soil conditions which may exist on your homesite, some initial amerg marakolum. 52 Hous action II F,55• i ]YSTNNB 10/22/2008 • 53.61 Kit HomeBuilders West - • settling may occur. It is recommended that your home be releveled after 90 days of initial set up and checked periodically. 5.7 Attic Ventilation. The plastic installed on the marriage line walls of your home must be removed to permit cross ventilation of the roof cavity. 5.8 Chassis Alterations. The chassis of your home has been designed to be an integral part of the structure of your home. Therefore, alterations to any chassis component or part is not permitted. Alteration of the chassis in any way will void your warranty and bring the home out of compliance with the HUD Standards. 5.9 Gutters And Downspouts.Homes containing-a vertical fascia board of at lx4 and a drip edge are suitable for the installation of a standard 4"gutter and downspout system.Verify suitability with the gutter contractor.Be sure to have the contractor locate downspouts so that runoff is directed and drained away from the home. 5.10 Foundation Notching. If your home is to be placed on a permanent perimeter foundation wall (stem wall for crawl space or basement wall) the certain walls must be notched to allow for the outriggers which are located on the chassis. 5.11 Porch With Dimension Lumber Decking. If your home has a porch which is constructed with dimensional lumber decking(redwood, cedar or wood composite)care must be taken in the set up of the home. In addition to supporting the complete perimeter of the home, as required by this manual, the perimeter of the porch must be supported by blocks at each porch post location and along the perimeter at a spacing as required by this manual.Reference Figure 4.6 for locations and Table 4.2 for required capacities. See also Figure 5.30. Since the porch decking is open it allows moisture (rain water and melting snow) to pass through on to the ground below. Therefore, the . ground under the home is susceptible to standing and/or ponding water. To prevent this from occurring proper drainage must be provided. See Figure 3.4 and Section 3 for proper site • preparation and drainage. Failure to provide proper drainage and remove standing and/or ponding water can lead to condensation problems and deterioration of lumber components and will cause you to lose your warranty. owl � a skivvy;r 4( p@. . .-.._.. 10/22/2008 • 52. 1 53.61.1 I. AFTER THE FIRST SECTION OF HOME 15 IN PLACE,A STRIP OF SEAL-SILL INSULATION SHALL BE INSTALLED PER THE DETAIL BELOW_ THIS SEAL-SILL INSULATION PILL FILL ANY SAPS BE FHEEN THE TN10 SECTIONS OF THE HOME AND ASSIST IN PREVENITNS AIR-INFILTRATION AND HEAT LOSS OR 6AIN. (SILL-SEAL INSULATION PROVIDED BY OTTERS) 2_ CARPET PAD OR FOAM-SEAL INSULATION(OR EGUAU MAY BE 51A85TITUTED FOR SILL-SEAL INSULATION. -ROOF SECTION • • $ INSTALL SILT. INSTALL SiL--SEAL INSULATION • INSULATION ON END F FOR FULL LENbili OF ROOF HALL(FRONT AND REAR/ • • • • ENO HALL - • • - - - INSTALL SILL-SEAL INS TIDN - • . -. • PI - r FOR FULL 1.4 SM OF FLOOR d - 05 . PIERS • • 1 FEDERAL IYMA?'IEAC URED - • - - © HOUSING CO`;STRU flON.W &EAFET 'S T ANDARPS .,., ' Ca' .JUN•0I2000 r - FIGURE 5.1 20 MARRIAGE LINE INFILTRATION BARRIER • 53 - 5-3. 6 Z • • • FASTENERS,STRAPS AND BRACKETS IN CONTACT WITH PRESSURE MAXIMUM GAP ALLOWED TO BE 1/21. • TREATED(ACO)LUMBER TO BE 6,155 GALVANIZED AND MEET ASTM FASTENER LENGTH TO BE ADJUSTED A153 AND A653 OR BE STAINLESS STEEL OF NECESSARY)TO ACCOUNT FOR MARRIAGE LINE GAP AND TO PROVIDE SAME MINIMUM SPECIFED PENETRATION AS IF NO GAP. FILLER MATERIAL TO BE APA RATED SHEATHING(PLYWOOD OR 058). FOAM GASKET o�sii iwwuFctto 0 tioWidc ceirisxr ucTKUf al-4 SAFFAIS:41MA p, . FLOOR DECK! 44. 07 MATERIAL C R CI '11/21/2006 x �,.7 ,,�� .���� �z,„, ...� ,,,, MINi 2 x_FLOOR .: X I EDGE RAILS \\\_3\13 45 DEGREES MAX ”x 6"LAG SCREWS® 10 V2"O.G. STAGGERED FROM SECTION TO SECTION, THE ENTIRE LENGTH OF THE HOME MINIMUM PENETRATION INTO RECEIVING MEMBER 15 2" FIGURE 5.2 •• FLOOR INTERCONNECTION FASTENERS,STRAPS AND BRACKETS IN CONTACT WITH PRESSURE . • - •• -MAXIMUM GAP ALLQYELi TO BE 1/21. TREATED(AGGI)LUMBER TO BE GI85 GALVANIZED AND MEET ASTM - • 'FASTENER LENGTH TO BE ADJUSTED - AI53 AND A653 OR BE STAINLESS STEEL OF NECESSARY)TO.ACCOUNT FOR GAP AND TO PROVIDE SAME MINIMUM SPECIFED PENETRATION AS IF NO GAP. FILLER MATERIAL TO BE APA RATED SHEATHING(PLYWOOD OR OSB). MARRIAGE LINE FOAM GAS 3\8"x b"LAG SCREWS 0 10 I/2" O.G. STAGGERED FROM SECTION TO SECTION, FLOOR DECK! T tHE ENTIRE LENGTH OF THE HOME. � , MINIMUM PENETRATION INTO MATERIAL �� RECEIVING MEMBER IS 21 7,,,,,,,,,,,,7,,,,,,,,,,,,.,,,,,,,,,/,,,, 41'/►a,,,,,,,,,,,,,,,,,,,,,,,,,///,,,,,,,/// , 2x_FLOOR `� EDGE RAILS k1iU1 1 1 . , 1 45 DEGREES MAX • FIGURE 55 . . FLOOR IN I EFGONNECTI ON . • . 54 . 53.63 1. \ I/P ALL THREAD • L'• z 6'1016 6TH FLOOR DECK WASHER AND NIT IhilTA I EACH END AT 8'-0'04. ■[ ■umsss�ssi■ II STEEL FERIFETER MAIN RAE L. ....1\ 3 3/4'DECK STRIP 0144x1314' :► P4IAIL•AT V OG =— 3/3'BEAD OF 6LUE TYP IMr- I W R �i,'% h A rMOOD I I FLOOR DECK x35TU06RDSPF ' 5T1 .HERB ETER . . MAIN RAL ( : � •AT TIE NAM LINE P4 THERE ARE PVT MALLS P 4,,,,,:‘,.,„REG S- PRE R(T ON EITHER SIDE TIE DEGKRI6 ma BE Ulf / .-• D�GCKIN6 MAY EACH I UNIT CILITA 3/4' �TRANS�InoN •< Q` C. D�€•T-,� BETMEEN THE DV moms. •v , , °�1 CO a -0 26527 et. FLYii00fl • .. -JalioNAIIW FIi00R . MAm RAIL 5TEEL PERIMETER • 31k' • • 71 FEDERAL MANUFACTURED F HOUSING CONSTRUCTION CM . • &SAFETY STANDARDS LITJ ' 3'x2V7xTic x3'LOSS V ~� CUP NAV Art LONG CD • & LADLE FOR mr BOLT 1® APR 0 8 2003 s a-0'04.-TYPICAL �JC • ( - 0 c 7 -mot • FLOOR INTERCONNECTION DETAILS 54; t 53.103 A. KIT Home 5u(Iders West FLOOR NSULATION PER HEAT LOSS CALCULATIONS - CE OF UNIT moon FLOOR P15Z OnR • WALL INSULATION PER FEAT LOSS I DRAWINGS cAe cU dT10NS, • ri//iii/iii //iii////7///1iw/27,7• iiW///i/i/iii • v 1/1•J3cREWIS AT IS"oC. �� i ii 1 lop 1 FLOOR INSULATION PER HEAT LOSS IS�•� CALCUt.ATICNS Et "� 1 . FLOOR CONSTRUCTTCN PER OTHER ti01 .1*. DRAWINGS .�; rwi v,,,i,,,/,,,,,,>iiiiuii i I 2X4 5FF LEDGER(SEE NOTE%) Z SITE INSTALLED.ATTACH TO EACH r FLOOR JOIST(IS"O.G.MAX)WITH 1�i :r eV'1BX3"SCREWS _ illp �i �J�l 23/32 "6TU OOR EHEATHNJG . ON LOWER SIDE BOOR ONLYs SITE INSTALLED VERTICALLY FROM 11/2')Go GA.STEEL STRAPS AT UPPER FLOOR TO LOWER FLOOR EACH JOIST C24"Oa..MAXSIUM) FACE GRAIN TO ES VERTICAL FASTEN FASTENED TO RIM JOIST AND TO TO LEDGER WITH"8)0 V2•SCRIM AT FLOOR JOIST WITH a)r LEG x 1S•0O AND TO RIM JOIST OF LOWER IS GA STAPLE&INSTALLED AT FACTOR'. FLOOR W IT1•i(2)ROWS CF'8)0 1/2I SCREWS AT IS'O0.RoWS TO 85 3 VY MART. Floor Framing: rDeta i1 At OpeninL�s RRE .'T1 WITH�T'»I`' C,OF UNIT MARRIAGE WALL PER OTHER 4 DRAWINGS 1 FLOOR INSULATION PER HEAT LOSS 11 CALCUL ATItlNS WALL imE ATIOM PER I AT LOSS • CALCULATIONS. I nobar4 CONSTRIL..la..PER OTHER DRAWINGS 18X1 1/2"SCE AT Ur ac. _ :104 ii,,,--///7../7///iiiiii/iiiiii5,7Z..W.4,4 FLOOR INSULATION PER HEAT LOSS 4CALCULATIONS o Ill'■�1�_ I��_� FLOOR CONSTRucT1ON PER OTHER �.jr— 4X4 SFF LEDGER(SEE NOTE'S) pig t, SITE INSTALLED.ATTACH TO EACH • rz,..,.///,i:uiiiiiiii49/.6%ii� FLOOR JOIST(18'DC.MAX)WITH _� (I)'8x3"SCR WS tfJi • YE • 5/B"GFESDECK OR . • 73/34 STURDI-FLOOR SHEATHING SITE INSTALLED VERTICALLY FROM !Z4st+�dt.�l UPPER FLOOR TO LonER FLOOR. I V19C30 GA STEEL STRAPS AT i PACE GRAIN TO WE VERTICAL_FASTEN EACH JOIST 024"OI<MAXIMWJM) r TO LEDGER WITH 4800 I/2 SCREWS AT FASTENED TO RIM JOIST AND TO IS"OD.AND TO RIM JOIST OF LOWER FLOOR JOIST WITH(2)1"LEG x FLOOR WITH(2)ROWS OF'SX i I/2"SCREWS I6 G.A.STAPLE&INSTALLED AT FACTORY. AT IS"OD.ROWS TO BE 3 1/2"APART. COVER EXPOSED SHEATHING WITH BOTTOM BOARD ON SITE. Floor f=raming: Detail At Mateline . I.THESE DETAILS ARE FOR USE MEN DROP 6.LUMBER EXPOSED TO THE ELEMENTS MUST WE DOWN FLOOR OCCURS.THIS MAY OCCUR ON MORE MADE(MATT.ER PROOF Mt'MEANS OF STAIN, THAN ONE SECTION. p PAINT,SEALANTS OR PRESSURE TREATMENT. 2.ALL OTHER CONNECTIONS(ROOF I.FASTENERS FOR USE N PRESSURE TREATED ctN�'GI1G1f AND WALL,ETC)ARE PER EXISTING 0 4sIYENTSTMOAR B i LUMOER MUST MEET TINE FOLLOWING INSTALLATION LEDGER •PLYWOOD SHEATFIN ,ARE . A.NAGS AND 7APLES,STAINLESS STEEL,GRADE HOT pima,GALVANIZED PER BOTTOM EOARD AND FASTENERS SHIPPED LOOSE FOR SITE I NSTALLATIOIL 9/24/2009 ASTM 1653,AD31¢OR ABS WITH 010 OR 0185 . • 4 DESIGNED-FOR WIND ZONE L COATING. 5 DESIGNED FOR SECTION WIDTHS UP TO 1 4•-9"MAX L3 actways,STAINLESS STEEL,GRADE 304 OR 306 OR WEAATFERE)C 3 GALVANIZED 1LIT4 POLYMER COATING. I3.P SUNKEN CHASSIS CROSSES OVER INTO ADJACENT swarms,THOSE AREAS THAT LSE UP WITH EACH OTHER FIGURE 53.1 DO NOT-REWIRE THE C RESDECIVBHEATHNG AND I -AR ASSEME4X AS SWIM. • • FLOOR INTERCONNECTION 542 • 5.3.63b MAXIMM 6AP.ALLOYED TO BE I/21. FASTENER LENGTH TO BE A_D.DSTED . . INNEN NECESSARY)TO ,' . ACCOUNT FOR GAP AND TO PROVIDE �j •TE:MARRIAGE WALL BUTTS INTO • SAME MINIMUM PEI•ETRATION AS IF THEY ' • EXTERIOR ENt71'VALL. • • HAS NO GAP:FILLER MATERIAL TO BE +�Otred� /APA)RATED SHEATHING(PLYI^"IODD OR ///:'� `/ i�! 6 • THIN&APPLIED AT MAR FAOTt R NG. �eoP/:` FACILITY . - ' . . 71,7105.PO - • . • . • - • - "e# ://;0/$■//".04"4' 1,0, • • .. , , /';4410.,, /0 Aei • . • 'ii' ' 40 i °/04,,. :44i, Nil (--,,„4,,1, 4,,,,/,,,0 i f �� 10•x 4'HOOD%RE S • • riiii�'A' -ari�ii ,��f '• ∎4,.0 // PNMf'EiEIARA'fiON INFO �i°41■�1/�/ ; RECEIVING MEMBER IS 1•I/2" o:D�sRs •, �/// /� • (AQPROX) �ryG ��� • . ,,� / • • • FIGURE• 5.4 - V ENDWALL•INTERCONNECTION .. - • n. • •17, n' • • . 1. • • • . • • . . . . . . , . . . E)CAMPI.E�•. lOx4'Poop 5GRE (5TA6G )AT i1•OG • . - d 04 ' . rt 0 . • • 9113/2006 • FIGURE 55 - . "STAGGERED" FASTENERS EXAMPLE _ _. . L 55 - 53.54 MAXIMUM GAP ALLOWED TO BE V2". MATELINE FlALL5 FASTENER LENGTH TO BE ADXSTEp (WHEN NECE55ARY)TO ACCOUNT FOR GAP AND TO PROVIDE •. SAME*MINIMUM PENETRATION A5 IF THERE ` WAS NO GAP.FILLER MATERIAL TO BE • APA RATED SHEATHING(PLYWOOD OR OSB) I . • #IO x 4' ROOD SGRE115 ' . (STAGGERED)AT Ill.OG • MINIMUM PENETRATION INTO RECEIVING MEMBER 15 I I/2' • I' rilq� . 30 0EGREE5• APPROXQ H _AK • • . FIGURE 55.1 MATELINE I"IALL IN IERGONNECTION NOTE . THIS CONNECTION IS IN ADDITION - TOGOMIEGlONAT PEAK FOR - -- '• . -. ' •RIB.SEE FIGURE 5.6, • • • . 51,ETC. • A CIO x•"116612 tORCAS• MAXIM14•6AP•ALLDY TO BE V2°. (STAG )'AT 17`dG PASTED LENGTH TO BE AD.USTED MINIMUM§'ENETRATION INTO (LIEN NECESSARY)TO RECEIVING MEMBER 15 I I/2° ACCOUNT FOR GAP AND TO PROVIDE • SAME MINIMUM PENETRATION AS IF THERE I'QAS NO'GAP..FILLLR'MATERIAL TO BE APA RATED SHEATHING(PLYWOOD OR MATELFNE . OSB) 0SO*oihkrfia?tl iOt i.)Ho slidtti<t i ltak:d • O 0.0.4 rFitrANraARRS F 01 FIGURE 552 5/25/2006 MATELINE CEILING INTERCONNECTION • 55.1 53.64a • Kit HomeBuilders West ' • INSTALL AM)FINISH SHINGLES PER SHINGLE MANUFACTURER'S INSTALLATION INSTRUCTIONS . • A • /�r'���----v,.: .S DEGREES MAX„,,,,,,,,,,,,,,,,,,,,,, ......---- /0 2 x_ROOF EDGE '•IL OR 3/8'5x6”LAG SCREWS R DGE BEAM. eros OR RIDGE BE X101 'O.C. ) (MINII*1 2'OF PENETRATION) •• • MAXIMUM GAP ALLOWED TO BE I/2'. NOTE WlEt4 GAP EXCEEDS I/2'UP TO I I/2'MAX. FASTENER LENGTH TO BE ADJUSTED FILL GAP H'UTH SOLID BLOCKING(5PF LUMBER (IF NECESSARY)TO OR RATED SHEATHING OF PLYWOOD OR 058) • ACCOUNT FOR 6AP AND TO PROVIDE FASTENER LENGTH TO BE ADJUSTED TO ACCOUNT SAt1 MINIMUM PENETRATION AS IF THERE FOR GAP AND TO PROVIDE SAME MINIMUM HAS NO GAP.FILLER MATERIAL TO BE PENETRATION AS IF THERE HAS F10 GAP. APA RATEP SHEATHING(PLYWOOD OR 0515) FIGURE 5.6 . - ROOF INTERCONNECTION CLOSE UP MARRIAGE LINE SHEATHING SEAM WOW"LAG SCREWS WITH V1RLAYMENT (TOE smarm)INTO RIDGE BEAM AND SHINGLES ! 10 I/2"O.C.(MINIF1UM 2'OF PENETRATION) • ft"'---k- N,- .,,w_,_ • j GQdTER SECTION rom'--,-r• 5 DEGREES MAX RIP7GE3EAM5 ���y1 Of%% `,/0, A OR G SECTION • (,,le IRtD� • 'i,J 'I"' NOTE" l IEN 6AP EXCEEDS I/2"UP TO I I/2"MAX 0 / FILL GAP WITH SOLID I31.00KIN6 OF LUMBER I•�■ ��' OR RATED SHEATHING OF PLYWOOD OR 0513) `�►•1',►2 ei .. FASTENER LENGTH TO BE ADJUSTE7 TO ACCOUNT �� FOR GAP AND TO PROVIDE SAME MINIMUM INTERCONNECTION I PENETRATION AS IF THE HAS NO GAP. MUM GAP ALLOYED TO BE I/2". PER FIGURE 55.2 FASTENER LENGTH TO BE ADJJSTEP (IF NECESSARY)TO�g� c ft WRY STANDARDS ACCOUNT FOR GAP AND TO PROVIDE �. SAME MINIMUM PENETRATION AS IF THERE ce 1/25/2012 HAS NO GAP.FILLER MATERIAL TO BE FIGURE 5.1 APA RATED SHEATHING(PLYWOOD OR ROOF INTERCONNECTION: CONTINUOUS PITCH TRIPLE NIDE • 56 53.65 . • Notes: U.Dormer truss chords to be 1"x1 1/2"SPP2 or better. 2).Verticals to be 11/!"xl 1/2"SPF*2 or better. Ii Ii i Main unit trusses - I 111 11 I Dormer ridge 2x4 SFr-4'3 or better_ II III 1 or 2x3 gang nail plates each aide II II of splice is permitted or • Dormer truss and framing(typJ I! I II 2x4 splice block I0 1/2"long on one side II I with(4)10d nails each side of splice. or listed dormer per manufacturer. A\ I 11 p Shingle and underlayment _� I I Attach to save to match main unit yn+� per � I 11 Atteoh to eaves and dormer framing manufacturers installation instructions. I! ll with 1/161x1 1/2"x16 ga. �r !! I1� staples at 6"or.at edges ` ii and 12"o.c.In the field. (I)l0d nail through bottoni.chord of IERIVII dormer truss into top chord of 1.---1.1--ii. ' main unit truss(each truss). cv l"�,� Dormer truss(tsp. See figure 5:12 for �„ rA ladder eaves installation w" I lI II Ii iI I II Top view of Dormer 2x2 divider (47 led nails each truss vertical to divider (2)1/16"x2 1/2"xI5 ga.staples each side(Up) each end vertical to chord(type ` Dors�er trues(typ) .�1�11 ! i III�1 • � _ 12" 12" - Typ. tsp. (2)1/16"x2 1/2"xI5 ga.staples each end vertical to chord asp.) • Detail Typical dormer truss Dormer truss(type ' (2)10d nails(leach aide)(TypJ • Dormer ridge End dormer trues to match • sldewall/endwali Framing Cover with same siding as main unit Attach to framing with bd coated nails at 6"o.c...at edges and S"o.c.in the field. • Detail I3 . Dormer Truss to ridge connection 0 FIDCnAL saWUrAcrunco ottoman£ONSFRUCT1OSI.0 G s s miySrAPOArms zi d 07 FIGURE S.1J 11!8/2005 D DORMER INSTALLATION • 56.1 53.65a •'8x3"wood screws 3/4"down Roof See detail B • Rom top of top chord. Ladder eave Spacing per chart. See detail A Ladder eave Screw Spacing �) ` See detail A Roof live load TI Up to 45'PSF 120'PSF 3 3/8" . 150'PSF 2 3M" L (2)iOd nails from rake Main unit eave into 2x4 ridges �' Fascia permitted to have splice. • Use lx(eame sire as fascia)x 12"mks long • block attached to fascia with 80%PYA glue coverage and(4)1/16"xl WR"xl6ga. staples each stile of'splice. • Ladder Eave • ' 2x4 rail life" Ma x. (2).10d nails each and • 1 1/2"x30 ga.strap. • Attach to rail and 2x4 rake with 1x4 or Ix6 fascia (5)1/l6"x1"xl6ga staples. 2x4 rake Straps spaced at 48 e . Detail 4 t • Ladder Eave Construction • - - Roof decking to be continuous across Joint ' • (minimum of 2 spans).Attach to 2x4 rail or to rail and end truss w/ 1/16"xl 1ra"x16ga-staples per chart.Overhang span may count as one of than required-two spans. Ladder save Staple spacing Roof decking to match main unit. Root live IoadYo rail only To rail and•ead truss Attach to eave and dormer framing 30'1°SF 4 3/4" 5 V2" with't/16"x1 iR"xi6 ga.staples at 45o PSF 3 1R" 1' 6"cc.at edges and(2"o.c.in the field. • 60•'PSF 2 A,/4" 5 1/2■ Install metal drip edge over siding and PSF 2" 4a iderlayytA�t!on eaVte.per •t. ' shingle installation instructions • 12.0 . .... 1.:V2" , . ■ • 2x4 Tit . . 1- .-\:__ . F.nd buss Ridge member Detail 8 Roof Decking .' OtT A1.faANUFACiuREDt 0 IACANAM coNSTRUM l.y G &SAFETY STAMDIWQS b ¢ OT - K v. FIGURE 5.12 . 11/8/2005 t LADDER EAVE INSTALLATION 562 53.E 5b • • • / =a oA • f€i Ir/ c IlL �ggQ�=R.s. N ` • 0 �. :,_„.-- EMil tiilil . _ lr I 30. 39� Q 0 J_�.R s1 0,10 se „ts— A ,r la\ a 'i _�i g Ec a�ka 5 14.9 r V gr e ��I m: HJIIHII a$ to g LL , nii'0 _I �` . I t I: l� T L s ! � f sio�aQ Imo>. r �it 0.a tl� a is O 1I M-X oKi 1/4 Q uril,1 Emit. o V ' t - 1,-,01-G=r 32117. O i .. n c - '�o a� •6O� [1 e � -• g 8 •Ex° 3:VR I ¢ • a 1 1 1 • ,�c�'' - bm0`3 1:41i.liE= 54 HI1 �M1 lii sic;,d- \\ ^--4 $ �-iin , - �0�r 1vOtDpa+2e• • .e�sm�.w — • �` 0 t 3 tl • �1�� ; .��� r. 1® k • \ t g s X ..e° 9 Q r-, �i 13— a; • 0 ���� € ®1! „ ii O p 3 0 O 5 ' i Q%-6 X Q.~. la V u a OC tl4 3‘ cm a a "'r.0-+ `k a t`O ',IP:'-'7-. :5-21-i a o st......„.....O& 0 1 �z y -z�ro6o5 •tl o0 f e Q3 Q.q�p •f a^ `e �Oca�C 2 2• s IL s� �ocn? . " iwPQ1QaL.Q73QQ ' <v im QwY. d1-: . 563 53.65c Kt1 Nome Builders West • 0 Fogru I,MANUFACTURED> j HOUS1140 CONSMUCmN-g 8 SAFEEYSTANDA S • 07 • c 217!2008 Factory installed eave overhang - Metal drip edge. • if not installed, attach with .092x2" nails at 10" to 12" o.c. Factory installed truss Fascia'material that may need • to be installed, should be attached to sub fascia with .02x2" nails at 12" o.c. max • Attach soffit material along sides with .092x2" nails or • 1/I6"x2"xl6ga. staples at 24" o.c. max lx r :,�_ = -� 'c U2;I1 G�r11i6••%1"l.:u. $:La:::_, d Gable end close up siding. If any areas need to be closed up, attach with .092x2" nails at 12" o�• in the field and 6" o.c. at edges Note. Any trim that needs to be Installed should be attached with .092x2" nails at 12" o.c. I ' I Factory installed endwail • • • • Gable end close up detail FIGURE 5.1.x• LADDER SAYE INSTALLATION 56.4 53.65ci -. % . • ._ . . ......... —...... • '- FA5T1313:5,WRAPS NiC,ERACKDS 14 CONTACT NTH PR1:55URE • • MAIM fACCI)1.0-reuro re 6185 ishormze,Mo teEr froTti . N53 NV Atm OR Et STAKE55 STEEL• ' i. • , 5.. TE , % • t; . 1/16"EXTERIOR SRAM :1 ;•• (c,rx5)PLYWOOD OR cap • ,,; /"/" RATED SHEA.THINS.ATTACH 1 • % TO RN ser AND TO 511.1 • 1 PLATE NM 16d HMS AT 4*OG . • 1 . ;''' 51131 A36 Aitken eons AT % ;• 6*-0*OC AFV MIEN r-o•OF • ; WRIER 03om DIREGlioN5) : . ; . ,'', 1. - rmw:Eit; . • . 3113 mi..-_ 'i 1 ... m ' .,... NIIIP" . . ., . .1 4 • • : Ir . .it •-- - f -- -- •s: - le '- ' • 2x6 OR 245 PMSEURE TREATED . _ -- : :. •• SILL PLATE(BY oTiff3?$)•• • . c.110.4******00 t - - • • . . - :..K. • ,:m. P • —•_:-I-•---------;•-fa . . ENT211AU_ __,..„-r .,,,, • . 5IDENALL • 4 Yi- :It Pt ..0 • 11121/2006 ,e oz • FIGURE 5.b(a) • • Pi.:RiinZTER. CI-IA5515 TO FOUNDATION .. h , FASTE143i5..STRAP5 MO 13IMICE15 114 CailAGT NTH FR155URE • : . TPF-ATED taCat Illigal•W ge 605 64.VM133,AND 1435f MIN - . . - ' 'ifer " :"t . •- 1.153 MO 4.4553 CR eestAiusS51131.. ' • .2 , '.. - : (1 . • . . • . r MAX DETINEEN FLAME' __ , ,.. littv. • Aro tur fit • 'JONA- •. ' ...: . , V2*CLADI1000 SONS .? . - kV 6d SID1116 KALS - . . :•:, AT 4"OG • . • . _ lie WARING. FLA6471;05,111714 5/ir . .;/. • fil 1. (511,08•121 Er$.93 cempAU. . 6AP PILLER114SEE714554 \ i II - , 1 - , . , ! 1111111 • -SU KAYE Atto EEARINS PLATE • I . -.0ge APPROXIMAMLY SAM 114100435 - . piron...--. ,,, • WV HOLE ion61 )10,0-11., . . • • : - a • • • • • : •"-• a ' ...• • 4 ' • - •-"•‘....-1-"-' . • - 2x6 GR.236 PRESSURE TREATED • ......4+. .1. . .*:• - .... • SILL PLATE(Dr cams) ..• I .•.. .... .. • ... „.. s,. • • sir A36 ANCHOR BOLTS AT - • . • .. • • V-0**00 AND kiITHIN I.--0*OF • 51 DENALI_ GORIER marii viREcriom5) EN101^1ALL • , • FIGURE 5.8(b) . PERIMETER CHASSIS TO FOUNDATION (ALTERNATE) • . • • • • 57 • 53.66 .• . . . .- - • - - / 3/8' EXTERIOR GRAPE(24/0 INDEX MIN) (COX) PLYWOOD OR 053 RATED SHEATHING. ATTACH i TO RIM JOIST AND TO SILL] I♦ PLATE WITH Ibd NAILS AT `'i 4*OG "',..°- 2x6 SPF NAILER 1'V/I/2"-3/4" FEDERAL MANUFACTURED a/41 FILLER HOUSING CONSTRUCTION Ems! `.- i &SAFETY STANDARDS (J 1- i illi �% 5/8"A3b ANCHOR BOLTS AT I API 0 8 `2003 ^L ~ ! b'-O OG AND WITHIN i'-O"OF :.. : CORNER(BOTH DIRECTIONS) *Cr LI- r Id I I 2x6 OR 2x8 PRESSURE TREATED;. . SILL PLATE(1Y OTHERS) • •- a . . • . D5V INTO NAILER 1NTO SELL SI DEWALL• VALUE ON SITE ON SITE 254PLF 2ROI6AT2'OG 1ROPAT2"OG 340 PIP 2 RON6 AT Y OG 2 ROM AT 7 OG • • 435 PLF 2 RO'6 AT 7 OG 2 RON15 AT 2'06 f i EXTERIOR 3/8" EXTER GRADE(24/0 INDEX MIN) / • (CDX) PLYWOOD OR 051 RATED SHEATHING.ATTACH TO RIM JOIST AND TO SILL] i • • PLATE WITH Ibd NAILS AT , V . 4"OG • illIMININIIIIIMIIN Imo! 2x6 5PF NAILER W/I/2"-314" IN.' FILLER ,FA "1/16"x1 I/,2"xlb GA STAPLES • IV SITE INSTALLED INTO NAILER AND INTO SILL PLATE AT • 5/8" A38 R.E OL.TS AT SPAGING AS SPECIFIED IN B'O"Oa At HIM I' `':EO CHART ABOVE. CORNER tam DIRECTIONS) �• +6 • .. 2x6 OR 2x8 PRESSURE TREATED �.✓-. ' ' pORE SILL PLATE(BY OTHERS) ,. r p... . . _Gire,1' ENDWALL '� la� �. 1 r.; �S A , \ ''`QNL . , FIGURE 5.8(c) PERIMETER CHASSIS TO FOUNDATION (ALTERNATE) 57.1 53• (o G7 a.. 1 5. 1/16 EXTERIOR GRADE ,W • (CDXI PLYWOOD OR OSB RATED SHEATH*.ATTACH TO RIM JOIST AND TO SILL] T. % PLATE WITH Ibd NAILS AT ' i 5/8'A3b ANCHOR BOLTS AT 61-O'OC AND WITHIN I'-O'OF • CORNER(BOTH DIRECTIONS) / • � I_ �- '■151.11..."I- 2x6 OR 2x8 PRE551RE TREATED : •. SILL PLATE(BY 01 S) :- . . . SIDEWALL ENDWALL ''p, .wes ? ° 'FIGRE.5.a(a) - . , / C. Do.. �,o. . PERIMETER CHASSIS TO FOUNDATION „ �=-° . �y";"v I. • (WITH 2" FLOOR BUILD-OUT) • -s 26527 - f SJ` •' 4y.:► . I'MAX 5En^E 4 RANEE =4.-11:231. ,E' . • • NAL •AND riff la 2�ee: • %v �•r, I/2'CLADHOOD SIDINS '; •• H/6d SIDES NAgS AT 4'OG . • : I/4'WARNS PLATES WITH 5/8' •• DID HOLE(N/16') '; - 411 I (SIMPSON BP 5/8 OR EOLJA ) ik • . g I, ... J . SAP 1=1E�. M'I+` R( E3EtY+�N : •Sill 1�i ICE F1fi:F PLATE Ai iitLt t h is I • `° AS BEAM FLANGE.HASH. HAS_ 5/8'HOLE(i-I/I6') "' . "'e!1 • •- "- 2x6 OR 2x8 PRESSURE TREATED . •.L•.� ••51L L PLATE or 0TH3R5) - •. • • . i 5/8'A36 ANCHOR BOLTS-AT '• ' •' • • 6'-O'OC MD WITHIN 11-0'OF FEDERAL_MANUFAC MANUFACTURED : SIDEWALL GORH (BOTH DIRECTIONS) • � +y; _r-C^STRUC'r1ON . F STANDARDS ` CD • FIGURE 5.1(b) �fRU 0 I �� PERIMETER CHASSIS TO FOUNDATION • • (WITH 2" FLOOR BUILD-OUT) J= � • 58 53, ,-x . - . • 5/Wx 6k LAG SGREY,IS AT 10 I/2" OC.(STAGGERED SITE INSTALLED AT 45 DEGREE ANGLE INSTALL LAGS THROUGH PRE-DRILLED PILOT HOLES. TRUSS x . • RIDGEBEAM I CEILING I • FINISH A x $ MAIN UNIT 1RUSS FLAT OR VAULTED RIM RAIL MARRIAGE HALL • • • TAG UNIT •. •- • . MAIN UNIT • 1114AI-1.A. TON INSTRZTICAS I • • - • • ' • . , - • I.AFTER ALL FLOORS ARE INSTALLED PER INSTALLATION INSTRUCTIONS MARIAL,INTERCONNECT ROOF AT MAIN UNIT TO TAG UNIT AT ROOF AS REQUIRED IN DRANIN6 ABOVE 2.INSTALL ROOFING CLOSE-UP(SHINGLES,UNDERLAThENT,ErcJ AS SPECIFIED BY SHINGLE MANUFACTURERS INSTALLATION INSTRUCTIONS(SACK OF SHINGLE BUNDLE)OR PER ARMA STANDARDS MANUAL. • AaFffAL)t#VFkcA#R*k 1400446b441W116'1 -avAFErtwocipiatit- 07 t FIGURE 5.10 5125/2006 TAG UNIT INSTALLATION 59 53.65 0 r • Iiiii ,ImmillII■il 111001 I1 ! . rr �i. AS SHIPPED • • ATTACH R:ID6EBEAM • • TO HISSED KING POST /1 2x TOP RAIL W/(2)?/E65c 5-.x 6A • STAPLES WITH I' HINGED MI6 POST • MINIMUM PENETRATION �� RID6Ef3EAM (Qv KING POST • • ATTAiGH PLATES . T06EFHER WITH - . 7/164x1 3/45(16 6A STAPLES.USE ONE • PER TRUSS BAY. FEDERAL MANU=AL:UR- C c) HOUSNG C:CNS RUCTlO9J uni C..„) &SAF`TY STANDARDS •A5 ERECTED CI vUN 0 1 2000 Ca... FIGURE 5.11 HINGED ROOF INSTALLATION • 60 53.0 • See note I. Q.FEDERAL MANUFACTURED CJ HOUSfNe CONSTRUCTloN ii _ – f �i S;Fk Y SANDS a ♦ ! �at - -1 +_° {N \� � ANTI % �i �•9/13/2006 AS SNIPPED Attach IX to chord with Peak Installation,see roof (2)'8X3"screws at each inte•correction detail figure 5,6 Hinged king post.Lift upper section or roof first, trams(Toed) then slide hinged Roof'vent tacked down • hing king post Into place against stop bloc- See notes 12,3 and 4. See noses 4 2,3 and 4. / Roof vent tacked doom II present-Ship loose vast ran extension pipe and listed tape or ensure enough slack for / • pulling up with roof, ' �� see notes 3 and 4. Roof vent tacked down it Decking close-up ♦ ►rte 11 ��i from outside section Sex notes 3 and '' 1111,> to canter section ...! [both sides) t/� Il� 17.1 '�r • i ter. _ __.I If present / i — stop block 'q • Ship loose plumbing vent AS ERECTED extension and coupling. Ship loose listed AB$cement. • Knee walls fastened to Knee walls fastened to top and bottom chords note 5_ top and bottom chords and web of rafter with and web of rafter with ' ...____,01 1/16'k2 I!1"xl5ga staples -_.- �. 1116"x2 Ir1"xl5 s ia8 or J3lx3'nails e 6"o.c. �:.. or_[31x3"nails m 6'O • • 1111/Milliliii r • • . INSTALLATION OF GABLE END-KNEE WALLS , NOTE:I. Sheathing is temporarily attached for transportation purposes. Remove screws at each corner and slide decking to other section prior to lifting roof. • 2. Trusses are lifted without decking Installed_Wien erecting roof, lift one side completely at a time, • starting with the roof'section that is on top. Start erecting roof by lifting the section that is on top end slide hinged king posts over until they hit the stop blocks and attach as noted. Lift up other side of roof' section in same manner and complete all connections as noted_After all trusses are raised, ensure each truss chord is at the same elevation and adJust accordingly. Roof decking previously • removed is then attached to trusses per note 3.Decking must be installed with a 1/8" gap between an sides. Note that roof decking less than 24" in width requires panel edge clips and that some decking may be included in ship loose. 3. Attach decking to truss with 7/16"xi 1/2"xl6ga staples at 6" oc edges and 12" o.c. in the field. 4. Install underlayment and shingles per shingle manufacturer's installation instructions after all decking is Installed. 5. Install exterior sheathing to match end of unit after Installing knee walls_ FIGURE 5.11.2 TRIPLE WIDE 1-ZINGED ROOF INSTALLATION • • 602 5.3.69b See notes I if plumbing vent present,roof Jack if present,vent fan Jack tacked down tacked down at factory. at factory with pipe stubbed up. Shingle per flue/vent shingle detail. ( Shingle per flue/vent shingle detail. IF present plumbing vent stubbed up 1 _�twir»�:�;J�� M 14142- '=E11111111•1111-:■VZ: O F rai.I�r ? , 4.∎,,, rll�c r:,1 -. V 1'' '" 9/93/2006 Attach IX to chord with AS SHIPPED (2108>C3" screws at each truss (Toed) Peak installation,see roof See notes 3 and 4. Intercomection detail Figure 5;6 Upper section,see note 2 Roof vent tacked clown at factory. • If present,vent fan extension pipe. Shingle per flue/vent shingle detail. Seal pipe connections with listed tape. I See notes 3 and 4. Decking close-up from outside 11'x;'. �,+ Hinged king post . section to center section (both sides) I 0111 - peer section,see note 2 See notes 3 and 4. *�, ir See notes 3 and 4. Lower hinged section �l' See note 2 Stop biodk "'. • j See note 2 k` r:7 • It present �" . � g Lower hinged section ��__,. Install plumbing vent i _ "i See note 2 extension and coupling ,� ,�`�-�,\ 1 with listed A135 cement. ; ! pa w°' I. ►i AS ERECTED • Knee walls fastened to Knee walls fastened to See note 5 top and bottom chords top and bottom chords A and/or sheathing and and web of rafter with web of rafter with 1/16"x2 i/2"xl5ga staples 1/16"x2 i/2"x15ga staples. . or.131x3"nails e 6"0.c,, iii- J31)0"nails 6 6"o.c. • IlL � „„,....„ , Aillir. te � `,, ....:_... ‘. ....„, .,....... tt \‘` t ri i, I `s� i,j o 1 .I t • INSTALLATION OF GABLE END KNEE WALLS I NOTE: L Sheathing is temporarily attached For transportation purposes.Remove screws at each corner and slide decking to other section prior to lifting roof, 2.Trusses are lifted without decking installed.When erecting roof, lift one side completely at a time starting with the roof section that is on top.Start erecting roof by lifting lower hinged section of trusses until the lower hinged section is standing straight.up.Then lift upper section of trusses.The First side lifted will require overextending the ridge by having the hinged king posts stop approximately 6"from the stop blocks.Next, lift up the other side In the same manor.The hinged king posts will need to stop against the stop blocks and attached as noted.After the last side Is in place,go back to first side and push the hinged king posts against stop blocks and complete all connections as noted. After all trusses are raised,ensure each truss chord is at the same elevation and adjust accordingly.Roof decking previously removed is then attached to trusses per note 3.Decking must be Installed with a i/S" gap between all sides. Note that roof decking less than 24" in width requires panel edge clips and that some decking wag be included In ship loose. 3.Attach decking to trusses with 1/16"xl 1/2"xl6ga staples at 6"o.c.edges and 12"oc.in the field. 4. Install underlayment and shingles per shingle manufacturer's Installation instructions after all decking Is installed. 5. Install exterior sheathing to match end of unit after installing knee walls. FIGURE 5.113 TRIPLE WIDE PINGED 4:12 ROOF INSTALLATION 603 3:6,'3c ,des installed • on site over hip roof area Roof Interconnects per manufacturers See figure 5.6 installation instructions. • I -r interconnection See figure 5b Center section hinged 4:12 roo See figure 5JI3 for Instil Ilation instructions Roof interconnects i See figure SA �o.-- Roof interconnectio See figure 5,6 t 4141.1 ee wall6 fastened to top and boEtom chords End aides with • or 131x I nails a stapes or .131x3"nails � b"o.c. nstall 5x5 flashing on vertical wall per manufacturers shingle installation instructions.Hold siding •• . above flashing far enough ao that it may be painted_ • -ver knee wails with 055. Attach to knee walls with bd coated nails at 6"o.c at edges and S"o.c. in the field. -Shingles installed on site over hip roof area See manufacturers installation Instructions. • `4t W., 12121/2005 FIGURE 5.113.1 TRIPLE WIDE I-IINGED 4:12 DUTC1-•4 “IF. ROOF INSTALLATION 6031 53.6.9c:1 • • ' See notes -tall ridge vents on precut holes Attach lx plates together with(I)V16"xi 3/4"xl5ga staples or (back door side only) (I).131x3"nails or(2) Sx2 I/4"screws per truss bay, . (Field installed) T' - QF�Pt MltNtiiAGitu3i' Attach decking to blocks 2x top rail -a (every other truss bay) ' Peak installation U T 14Oif w/1A6"xl 318"x1698 staples at 3°oc '"' per figure 5b Ct &MEM STANDS gi �' 0 �,, Hinged king post I ! . 1419 walla fastened to iV �/ top and bottom chords 9/13/2006 O and web of rafter wt a contact to members with • �// �--4 1/16'x2 1/2"x1598 staples. �`r--� or J31x3"nails•6°c.c. - \ Fixed king post f J See notes Vii_ ._ Rldgeuxam AS ERECTED A ! . . , , N\--1 / ___ , , ,..,,, ,,,,/'ll / 4411! AS SH - tPP)=D • FIGURE 5.11.8 28 WIDE WINGED 5:12 ROOF INSTALLATION . See notes 1 1/1"30ga.strap at each truss. Attach to hinged king post In w/(4)1.46"xi"x16ga.staples 2x top raft Peak Installation Install ridge vents on precut ho-- per figure 5b (bad:door side only) . Attach lx plates together with(1)1/16"kl 3/4"xl5ga staples or lf', Hinged king post • (I)13bc3"nails or(2)'8x2 V4"screws per truss bay 1 Attach dedeig to blocks (every other truss bay) w/1/16"k13//rx16ra,a staples at 3"ac.. Fixed post ' r E I Ridgebeam.♦ • I Knee walls fastened to top and bottom chords ' /���J m contact to (members oRh ' '1/16 x2 IR"x1598 staples AC_`/.�1— or J3tx3"nails 4 6'oz. r«5 AS ERECTED See notes • .� „■�.1r Mil . AS MAPPED • FIGURE 5.11.9 _ 28 WIDE .4L1Ei.:NATE HINGED 5:12 ROOF INSTALLATION NOTES: • I. Sheathing above hinge point is temporarily attached for transportation purposes.Remove screws at each corner and slide decking to other section prior to lifting roof. . 2.Trusses are lifted without decking-installed then erecting roof,lift one side completely at a time.Start erecting ' roof by lifting roof section and sliding hinged king posts over until the plate lines up with the lower plate and attach as noted.Lift up other side of roof section in same manner and complete all connections as noted.After all trusses are raised,ensure each truss chord is at the same elevation and adjust accordingly.Roof decking previously removed is then attacked to trusses per note 3.Decking must be installed with a 1/8"gap between all sides.Note that roof decking less than 24" in width requires panel edge clips and that some decking may be included in ship loose_ ' 3.Attach decking to truss with 1/16"x1 I/2"xl6ga staples at 6"o.c edges and l2"occ,in the field. . 4. Install underlayment and shingles per shingle manufacturer's Installation instructions after all decking Is installed. 5. Install exterior sheathing to match end of unit after installing knee wails. 60_8 53.69h KIT NomeBuilders West See notes 2x top rail Peak installation Install ridge vents on precut holes per figure 5.6 (back door side only) Attach lx plates together with(I)1/i6"xi 3/4"x15ga staples or Hinged king post (I).131x3"nails or(2)"8x2 1/4"screws per truss bay. - Attach deacking to blocks I[ • (every other truss bay) w/1/16"xl 3/8"x16ga staples at 3" or.. Fixed king post era `" Ridgebeam f�. Knee walls fastened to top and bottom chords f+ ^ and web of rafter when In contact to members with AS ERECTED 1/16"x2 1/2"x15ga staples • or .131x3" nails a 6" o.c. • SCC notes I ■11 A .411101 AS SHIPPED FEDERAL tonw-Acrumat tQ UOITS/NG CONSTRUCTION- 0 ASRIETYSTAIARRDS a OT - FIGURE 5.11.11 11!612007 • 28 WIDE WITH 91 FLAT CEILING • ALTERNATE HINGED 5:12 ROOF INSTALLATION NOTES: 1.Sheathing above hinge point is temporarily attached for transportation purposes.Remove screws at each corner and slide decking to other section prior to lifting roof. 2.Trusses are lifted without decking installed.(then erecting roof, lift one side completely at a time. Start erecting roof by lifting roof section and sliding hinged king posts over until the plate lines up with the lower plate and attach as noted. Lift up other side of roof section in same manner and complete all connections as noted.After all trusses are raised,ensure each truss chord is at the same elevation and adjust accordingly.Roof decking previously removed Is then attached to trusses per note 3.Decking must be installed with a 1/8"gap between all sides.Note that roof decking less than 24" in width requires panel edge clips and that some decking may be included in ship loose. 3.Attach decking to truss with 1/16"xl 1/2"xi6ga staples at 6"o.c.edges and 12" o.c. In the field. 4. Install underlayment and shingles per shingle manufacturer's installation instructions after all decking Is installed. • 5. Install exterior sheathing to match end or unit after installing knee walls. 60.16 53.E 9p • I'10TE IF A REMOTE AIR CONDmONER 15 INSTALLED.,DAMPERS KIST BE PRCN1DED PER SECTION THE:FEDERAL STAN:ARDS FOR MANUFACTURE HOUSING • • FURNACE • • • • • • • • Duce • DUCT R EX DUCT (2)SUPPORTS EACH HALF 01I01' • • FIGURE 5.15 r .. • DUCT GR055 OVER SYSTEM • . • hbTE= • IF A REE4O1E AIR CONDITIONER 15 INSTALLED,DAMPERS MUST BE PROVIDED PER SECTION 3280-l0q(elh)OF nE FEDERAL STANDARDS FOR MANUFACTURED HOUSING • • • • • • . • • DUGT :, • DUCT • /J11 1111111 llll! IIIIII!lllllil��i,�'%/JI1It III II1111111ii_\k • ...1Ir`EA(?1A 0711l'_'r1UN LL, & EA"rEr'L ANDA DS (2)S PPORTS geal HALF(MIN,) V'BONNET JUN 0 1 2.000 o:• FIGURE 5.16 20 • DUCT GR055 OVER SYSTEM (ALTERNATE) 61 s •`70 • — .. • If A RH•IOTE AIR CONDI710NE'R 15 INSTALLED,DAMPERS 1415T BE PROVIDED RR SECTION 3 2SO.1O4(en OF THE FEDERAL STANDARDS FOR MANJFAGTU2ED NOISING, • MGT ,; ;, i 1�ucT CLAPP �% ni 1.1�1,1��hi �11111C 111111 IP,l i! III I!��1111!111 �i 11111 ;'' . CLAMP FLEX DUCT h OINJ. . FIGURE 5.17 . DUCT GRO55 OVER SYSTEM ..; Fla: ..- Thermo-ceI Farm Seal , Feat Duct /111111111 11111111k • Floor Decking • _•_ une • • Floor Joist Thermo-Gel 6ioan Seal Heat Duct 1_ • This system is incorporated Into the Floor�The comedian I made at a point along the ceaterltie of the home it e a the ducts exit llr+a side raid.The connection must be sealed to make It ar LiLtre up crossover ducts.Remove nithhg covering the openings. 3 Compress Therm-Gel o Seal Kith standa-d floor conned:1on- o r r. fereav t 0 &.5 YsrrMO± - . K OT 3. • FIGURE 5.18 9/1412005 ALTERNATE CROSSOVER DUCT DETAILS 62 533 1 POLY ZIP 5TRAP CROSS OVER OR METAL CLAMP TNIM ILE SEALING TAPE IIII!;Iliiii �_°li{I I I/2'5EL1 TAPPING CR055 OVER DUCT 111121 SCREW(TYP) INNER LINER 1111 • INSULATED SLEEVE STRAIGHT CONNECTION CROSSOVER THIMBLE - SEALING TAPE DUCT CROSSOVER• ilfl!!!!Ili, INNER LINE _ .giipilli 0r- 11111 • POLY ZIP STRAP waft _ INSULATED SLEEVE OR METAL CLAMP ° , SELF TAPING SCREF6 • r SAL ELBOW •' . rio • :ELBOW CONNECTION I!2'5W TAPING SEALING TAPE INNER LINER -• -• z- DUCT • INNER LINER • INSULATED SLEEVE • ' IN9II.ATED SLEEVE • I12'SELF TAPING ' SGRBAS t tYPI . POLY ZIP STRIP AL GRO550VER• - OR METAL CLAMP . GOI I - • • DUCT COUPLER CONNECTIONS p i H C�LtViLLL,A':'�'1•:.UrrAJAo . &SAFETY .STANDARDS .111> :� N € cl0 • • FIGURE 5.1cf(a) or a., • CROSS OVER DUCT DETAILS .cr 63 • S-3:72 POLY ZIP STRIP OR INSULATED SLEEVE METAL CLAMP SEALING TAPE _ ITSELF TAPPING SCRB'IS 16. - . . =o INSULATED SHEATHING GLOSEUP CROSSOVER THIMBLE . SEALING TAPE 1111,1 0,;�� INSULATED 1/2"SELF TAPPING SGRE K(TYP) EXTEND INSULATED SLEEVE CROSSOVER DUCT "ii "' a11110-■ OVER ELBOVI AND SECURE . INNER UNE GRADE CONCRETE OR DUCT SUPPORT ITREATED WOOD - BLOCK POLY ZIP STRIP OR METAL CLAMP • CROSSOVER THEME • SEALING T GOhWEGT STRAPS TO OU RIGGERS. V2'SELF TAPPING SPREAD SO THEY DO NOT GRID DUC� , �(TM) • INSU_ATE3D _ ( 1 kW' ,fo INSULATED SLEEVE F?U OM TAE STEPS FAR.INSTALLATION ''-- OVER ELBOW AND SECURE L. �P�DI:.1f'Ei��1f1E.B�E`PR07'EO1'IVE CO . FROM STARTING COLLAR,EXTENDING THROUGH THE FLOOR UNDER SFEEAT ING EACH SECTION "°,��,' 2.SLIlik GOFtEcTOR CLAMPS ONTO EACH END OF THE FLEX DUCT. 3.SLIP DUCT OVER STARTING COLLARS A MINIMUM DUCT SUPPORT SLING STRAPS UNDERNEATH OF I`AND TIGHTER STRAPS ACCORDINGLY. > , 4.INSTALL SUPPORT STRAPS AS INDICATED PROVIDING FEDERAL MAN •. _��„� Tt.R_t'C, SUPPORT EVERY 48`OR AS REQUIRED TO KEEP DUCT Q HOUSING 011-ISTRU C i!v t L OFF THE GROUND A MINIIII OF 4". &SAFETY S i., ARDS NOTE, SEALING TAPE,I/2'SELF TAPPING C� F E B 2 6 100 Z C.) ce SCREWS AND SUPPORT STRAPS ARE ctC CI— _ NOT SUPPLIED BY KIT MANUFACTTRING. • NOTE: SEALING TAPE MU5T BE APPROVED FOR USE ON HEAT DUCTS. .;- FIGURE S.ia(b) 4. GROSS OVER DUCT DETAILS 64 53.i3 e ON 1 t`Fd1tic01^ calm feNE w 1 1 )-" � q d �€ 0 M nd F oy.F' I �pp++`t1 h w J fi V a brA O ;h0`" FO ¢ St1 or 04 Jsg i-zgig--- wil 1 r a tefaco eg air q ow 0 ra'gui; i- il 410 gd rgq-45 rgeNgt 11-J Air i l ggm fo i5 0 �� _ 9p _ rwil ti. 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LCISI I= MIN 1 N 4 kill LUZ 1....' r r _� ug.q Op g!gg LL1 0 -MI= 1 i ill 0 -1 r . in 1 F gi a nVZI I lr ' 15 FF -- Ili...� APPROVED 1 ----: 0 Izi Ri .4 \ Sh W o \ \ °V a N \ v \\ it p ya \\\\ C S� 4 LJIT r> t li 111 \\ iii g J ;Ii. v.■i F \\\\ \ �` i 4 , I ligN II hl „ ��7 vs 68.3 53.77c • • • Ni (c)' '= SI 3ItOHdd� ? �: .j Q ' 1 5 D ►F H ,•, .. , "JFZ - i • o ;//1 in 12i- . 0 . „.......„---------1 • z • ..-- , - 0 i____ WQ zK onIlk — _ $.ins(. . : QlY. 0 2 1 agth g - 12 .`r '° 00 =I i wo o wv 9 � w 11\ • • X Ito \ \ • .. 1 • 0, . . -•-0 \ i I 11.--. . 1 1 h . . 1\ iii i . HvIIIR / a PC-E1§1 z 1:gi: i 6., 1 - 1/1 )--4. 04 I . \. 1 N s9 X6'3,7$ V < ''''''''ri;'_if.1.).;. :,. if ,. j APPROVER O. _'_ '.a ':_ r If a ; _g .(Cb pie' ' I V o :Ei K ii / i h �l, N roil 1 Ili: tl' 1 lil I Agli * t' Q s cl zuj 8.-1� _: g t - gym= P III I \DQ� 1 2 Rid i 42 .0 .11 9 1 1 till P. i-- 1 1 SO gig i SSE \ . • PV o 461 Pki \ 1, , , . isie WI \ \ 1 hill 'IP g - §,,,:, 7 i l!ig \ \ , i . 1 611 53.''iha 4. • • < i . • O :r� W `n .. moo,` z . •••I.•.•.*.•.• it •k Ei. i i APPROVED • g • 111- 16 Xl I 02 5 in <i . . _• l Z @.:,3aVa • Li' ., el 1 / " . ,- - 09. i — lit 1. i/iP 4 ' • C4 EVP • E I •- I B . • ��:� i. ; • •_ • .- _ . . . s . •. . . .. . .. - • . µZ �} bfiF - IF d . tY CI • \ . . . , ..■rj .. 1 kl2 2. t ig hif R .i \ I . , I ittli . 'II . g 11.E i . • - 1 69.2 53.'1%b • • L Kit HomeBuilders West I.NW ZONE I 05 P5P LATERAL) NOTES(CONDI:US)A 2. W ZOI ROOF TI LAT .STRAP APE NOT REQUIRED 5.GROW ANCHORS 1�r NOT BE SPACED CLOSER THAN THE 2. PROPERLY OFACED AND I STRAPS A S A FRAM E EQUIR D MINIMA SPACING PERMITTED BY THE LISTING OR CErIFGIATION.SEE CROWD ANCHOR MAdJFACNRER INSTALLATION If�TRUG710N5.NOM5VER,IF Qv 71E-ROOF TIEDO1E ARE REQUIRED BY THE LOCAL JJR1501011014,THEY MAY BE INSTALLED. IN ADDITION,WHEN PROVIDED,THEY 14)5T BE PROPERLY INSTALLED TO AN ANCHOR. 3.ANGH10R5,TIE-DOH41 STRAPS Orb DEVICES TO HAW A M INIMI'1 HORK1116 LOAD RATING OF 31508(OVERLOAD 0 FEDERAL CONSTRUCTION D OF 47258)AND MST BE INSTALLED)IN ACCORDANCE 'J HOUSING CONSTRUCTION MATH THE MWIIFAGTIRa INSTALLATION INSTRUCTIONS, &SAFETY STANDARDS C.�OF 4.PROTECTION SHALL BE PROVIDED AT SHARP CORNERS O O �� �F /*ERE THE ANCHORING SYSTEM i1EQ J1PE5 THE USE of ,x 02 0 V al M E,r,� 'L EXTERNAL STRAPS OR GABLES. APP,w�D , 6/6/2014 0 's 047 z I BUCKLE .ilIIIW \ `` PAO � � SEE CHARTS,FIGURE 5.20,5.21,ETC. FOR MAWMRa PER HEIGHTS PER GROUND 0 r0ONN6 1 ANGLE OF ANCHOR TO BE AT SAME APPRWEp ANCHOR H$TFI ANGLE AS TENSIONING HEAD STRAP AIL CR APPROVED ST PLATE RSTALLED. b•MAX INSET J FIGURE 5.25 TIEDOWN ATTACHMENT DETAILS DIAGONAL FRAME TIES PROTECTION OF ANCHORING STRAPS MIST BE PROVIDED AT SHARP CORNERS,SUCH AS MERE STRAP IS EDIT AROVHO STEEL BEAMS.PROTECTION IS TO BE PROVIDED BY MEANS OF A PIECE OF ANCHOR STRAP MATERIAL,PLACED BETH EEN BEAM AND STRAP AT TIE SHARP COMER. PROTECTION AT SHARP COMERS I I \ \ ■ ANCHOR STRAP I-BEAM . FIGURE 5.26 ANCHOR STRAP PROTECTION 70 53.79 A • • Hr2=0'MAX.f �ff'D 1:511E4ALL I LAST ANCHOR IN OFFSET I. OFFSET PORTION MUST FALL MINN . • UNIT 2'-0'OF OPPOSITE E I4 HA L OR INSTALL ANCHOR BEYOND FRONT OR OPPOSITE @ MWALL AT INSIDE OFFSET VARIES REAR OF 1-BEAM OF OFFSET HALF. ' j MODE L1 HOME I I I EXTENDED [.- UNIT 7-O'MAX. I J I 1 • L ALL INFORMATION CONTAINED IN INSTALLATION INSTRUCTIONS MA NJAL ' P • RBSARDINS STRAP'S DEVICES.:_q� � 'R rA 7157046,7157046, ETC.ARE APPLICABLE TO THIS PRAMS. �..i!4 .4 � �' 2. SOOTING AND SECTIONS OF INSTALLATION INSTRUCTIONS MANUAL FOR :C.) '• �`�' • .1./. s THIS DETAIL IS APPLICABLE To UNITS WifiGH NAVE FLOOR HIDTHS AS ' 92652? SHOVN BE1.OM AND A.MAXIMUNE.EAVI=OVERMANS OF 14'.THE BEAM SPA4IN6 : p r IS TO BE 44 i/2",EXCEPT 82 VT FOR IE9'FLOORS,AND TIE BEAM DEPTH IS 12'MAXIMJM. i'•- 4. P1 HEIGHT LIMITATIONS: f . H3 FLOOR 142'FLOOR FLOOR � S•'Q••rdA dMIN'12' MIN= 12" I ' 2' M� I2 MAX=act. MAX=3q' MAX=Be' MAX=40' SPACING=4'42"OG SPACING,=4'-011 OC SPACING=8'-O.O0 SPACINS=8'-O.00 • ANY P1ERS NOT MEETING THIS RANGE OF VALUES SHOUI:D BE DESIGNED BY A PFOOFE.SSIGNAL ENSIIE l_ 5: DE516Ie,FOR WIND ZONE 105 P"5F L.AmRAU EXTENDED . OFFSET UNIT N MIT L. Alai .3310■113 MAO MN i ' Mill >• IN T1I. 01 i I TAEIS -TIE TO BE ADDED ALONG TIE DOMS ALONG THIS BEAM FOR THE ENTIRE L.EN6TH THIS SEAM TO ee ' of TEE Ex UNtT,seta U 'O t5 PEAL STANDARD: PER NOTE*4 PITH THE FIRST S1RAP 2=0'FROM TIBDOEtI DETAILS • THE END OF THE HOME. O FEDERAL INANI 'ACUUIF1EDZt v HOUSE46 CON'S'FFltiCY ON V 0 &SAFETY STANDARDS ,'q =C 04 O r>! 10/712005 o OFFSET HOME TEEDOOWN ADDENDUM 71 5'3.%O „1,---Z-O•'-O'MAX, 0_, I I OPPOSITE . 1 LAST ANCHOR IN OFFSET I OFFSET PORTION MUST FALL WITHIN UNIT 2L O•OF OPPOSITE END 4ALL OR INSTALL ANCHOR BEYOND OPPOSITE B PIALL AT ASIDE OFFSET VARIES R !-BEAM OF OFFSET HALF. PER MODELS j HOME I I I EXTBVDED UNIT 2,,0.MAX. • I I I lr I. ALL INFORMATION commie,114 INSTALLATION INSTRUCTIONS MANUAL REGARDING.TIEDOYINS,STRAPS,DEVICES, ETC.ARE APPLCABLE TO THIS DRAWING. • 2. SEE OTHER SECTIONS OF NE INSTALLATION INSTRUCTIONS MANUAL FOR FOOTING AND PIER REdARB�iTS. s> n. 3. THIS DETAIL IS APPLICABLE TO UNITS POOCH HAVE A MINIMUM FLOOR WIDTH OF _._�/ 160'AND A MAXIMUM EAVE MERMANG OF N'OR A MAXIMUM FLOOR WIDTH A G '•„' `. OF III'AND A MAXIMUM EAVE OVERHANG OF I2'.THE BEAM SPACI*IS TO BE �t'l• ' k � :llift„•99 1/T AND THE BEAM DEPTH IS 12.MAXIMUM. 4. PIER FE16HT LIMITATIONS 160°FLOOR ITT'FLOOR •p �E► Z7 MIN=20' MIN=2O' �G Q MAX=30' MAX s 30' ANY PIERS MEETING EN H2I RANGE OF VALUES SHOULD BE DESIGN BY ,- ” .'' tf - 5. DESIGNED FOR POND axe E 1(i9 P5F LATERAL) �' EXTENDED • [V . OFFSET UNIT ns UNIT 91 VT - .f . 1 • MOWS 1 -66 BEAM TO EIE OM STANDAORD TIEDOWN DETAILS ■ , 1 1 O.s r�u_mAnurAcn rb il�"'�—TI®OPte TO BE ADDED ALONE ''> TII37OY�N5 ALONG c�aa>s cons1Fa�cI oNi 1115 BEAM FOR TFE ENTIRE L 46TH a SAFETY STANDARDS ,� THIS BEAM TO BE 0 OF THE EXTENDED UNIT.SPACE TIEDOMM s PER STAfIDARD a 07 I AT 5-0'OC rim THE FIRST STRAP 7-0'FROM TIEDOWN DETAILS c 0 7FE OF THE HOME 4/29/2005 FIGURE 5.21.1 (� .• OFF-SET HOME TIEDOWN ADDENDUM 71.1 53.%ba • O FEDERAL MANUFACTURED D TAG UNIT TO MAIN UNIT 0 HOUSING CONSTRUCTION AMEGONNE TIONS TO SE nE C] &SAFETY STANDARDS 0D REQUIREMENTS. < 02 < m 6/6/2014 t . 13'-4" MAX. • 11111riffill. """lir .:: 11111111111.1:-. au ill INI EN EN M I Aim re INSTALL id 5-40 DEG.ANCHOR, DIAGONAL TIEDOWN DIAGONAL TIEDOWNS ANGLE REQK7 EXCEPT DIAGONAL TIE AT STANDARD SPACING AT S'-O"00 FOR WHERE APPROVED DOWNS ON MAIN (SEE INSTALLATION INSTRUCTIONS WITH MAXIMUM DISTANCE STABILIZER PLATES UNIT IN TAG AREA MANUAL)(SEE NOTE 115) OF 2'-O"TO FIRST STRAP ARE INSTALLED. (SEE NOTE 05) PER STANDARD CONSTRUCTION OUTSIDE OF TAG AREA. 0 DIAGONAL TIES ON MAIN UNIT 0 VERTICAL TIES ON MAIN UNIT COLUMN(MAY BE ON RIM) 0 VERTICAL TIES ON TAG SEE DETAIL 'A" UNIT COLUMN 0 DIAGONAL 0 0 0 o TIES ON TAG I I 8,-0" I4,-0n 4v2L 1-1/ � MAX MAX. MAX 0 SINGLE HEAD ANCHOR 2'-0" SEE DETAIL 'A�' 2'-0' (4725U ULTIMATE LOAD) MAX MAX DETAIL "A" TAG COLUMNS 0 0 0 0 0 II 8'-0" I 8'-0" I 8'-0" I I TO TAG COLUMN f MAX MAX MAX W/(4)#8x1 I/2' 2'-0'- �2'-0' SCREWS MAX 131-4' I3'-4" MAX DAN C.D06-0 ME.4i m �� 0 w I • 11047 z I SINGLE HEAD ANCHOR A OFESS1C.' NOTES' I.PIER CONSTRUCTION TO BE IN ACCORDANCE WITH ANSI A225.I "MANUFACTURED HOME INSTALLATIONS'. 2.ANCHORING DEVICES AND STRAPS TO BE RATED FOR A MINIMUM WORKING LOAD OF 3150 LBS.STRAP SPECIFICATION TO BE 11/4"x.035"TYPE I,PER ASTM 3953-47. 3.ANCHORING DEVICES 4 STRAP CONNECTION TO BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SETUP MANUAL. 4.SEE OTHER DRAWINGS FOR FOOTER AND PIER SIZES AND INSTALLATION. 5.SEE OTHER DRAWINGS FOR MAIN UNIT TIEDOWN SPACINGS. 6.THIS DRAWING IS TO BE USED FOR TRIPLE HIDE TAG SECTION TIEDOINN REQUIREMENTS ONLY. 1.VERTICAL TIE STRAPS APPLIED TO STUDS WITH(9)08x1-I/4"MIN.SCREWS IN POD AREA. FIGURE 5.28 TI EDOYJN REQUIREMENTS TRIPLE WIDE TAG SECTION 72 53.81 T 0 FEDERAL MANUFACTURED AG UNIT TO MAIN UNIT 0 HOUSING CONSTRUCTION.0 C SAME AS CENTL ONNECTIONS TTOERBEI Thy O &SAFETY STANDARDS 73 REQUIREMENTS. < 02 m CG v b/6/2014 ZNI in VARIES: 14'-l"TO 15'-0"MAX t m _= - - - INSTALL 45-55 DEG.ANCHOR ,� DIAGONAL TIEDONN DIAGONAL TIEDONWS ANGLE REQ57 EXCEPT DIAGONAL TIE AT STANDARD SPACING AT IO'-0"OG MERE APPROVED DOWNS ON MAIN (SEE INSTALLATION INSTRUCTIONS WITH MAXIMUM DISTANCE STABILIZER PLATES UNIT IN TAG AREA MANUAL)(SEE NOTE 115) OF 2-0"TO FIRST STRAP ARE INSTALLED. (SEE NOTE 115) PER.STANDARD CONSTRUCTION OUTSIDE OF TAG AREA. 0 DIAGONAL TIES ON MAIN UNIT 0 VERTICAL TIES ON MAIN UNIT COLUMN(MAY BE EE STANDARD ON RIM) TIE DOWN-REQUIREMENTS O VERTICAL-TIES ON TAG SEE DETAIL 'A" UNIT COLUMN O DIAGONAL 0 0 p 0 TIES ON TAG I I 81-0" I 4.-0" 0 Ar.0 u MAX MAX. MAX 0 SINGLE HEAD ANCHOR 'Al' M 2-0 (47251*ULTIMATE LOAD) 1 MAX SEE DETAIL AX /14-4TAG COLUMNS 0 O 0 0 0 17TO-O I 10'-0" 1 10-0" I I TO TAG COLUMN AX MAX MAX Nl/(0)118x1 1/2" �21-0. RIES: I VARIES: I MAX I5'-0"MAX 141-q"TO I5'-0"MAX TIE REQUIRED AT EACH END WITH MIN.57 DEG.ANGLE FROM VERTICAL.SEE INSTALLATION MANUAL FOR METHOD OF ATTACHMENT SINGLE HEAD ANCHOR NOTES: I.PIER CONSTRUCTION TO BE IN ACCORDANCE WITH ANSI A225.I "MANUFACTURED HOME INSTALLATIONS". 2.ANCHORING DEVICES AND STRAPS TO BE RATED FOR A MINIMUM WORKING LOAD OF 5150 LBS.STRAP SPECIFICATION TO BE I I/4"x.035"TYPE I,PER ASTM 3853-47. 3.ANCHORING DEVICES E STRAP CONNECTION TO BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUGTIO - MANUAL. 4.SEE OTHER DRAWINGS FOR FOOTER AND PIER SIZES,AND INSTALLATION. 5. 6.THIS SEE OTHER DRAWINGS FOR MAIN UNIT TIEDONM SPACINGS. 0 c.DOFO 7.VERTICALWTIIE STRAPS APPLIED TO STUDS WITH(II)118x4"MIN.SCREWS IN POD AREA.ONLY. ��`\O ME47 F� 8.WIND ZONE I DESIGN(15 PEP LATERAL). f ^.� O C 11047 FIGURE 5.28x4 '�%Z• . • — .-. TIEDOIAIN REQUIREMENTS „�( 044' TRIPLE 1' IDE TAG SEGTION '96FESS1O' 72A 53.81a • • rrrr rr[r rrr r 4'1 li �i jl 71111 il�0�1�71 • • • • • BOOM • MAINUNIT • • • • • • • • • • • • • • 4(%, r9rr )0011 1 71rr1 i i9 !r • AA 1 • • • • • • 5unrgom is to be instated in same Manner as main unit. • • Use single Wide pier and tie drnpin installation methods. • Reference appIicoble•pages from this Installation Instructions Manual. • • • • • FEDERAL MANUFACTURED= • CD HOUSING CONSTRUCTION' i • Cr SAFETY STANDARDS JUN 012000 • ccr cL k y FIGURE 5.2q 20 SUNROOM ADDITION . • 73 S-342- . Install a pier at each parch pock U See Dote IN I Perimeter of hoti+a to bet -tom skirting.pony mall or supported mhen perimeter fou d:Elon to separate under instal is► ed b5 the a From outside obnd • instructions Manuai. &dee9e may from • Install piers glo man bean this area to eat et • as required a,cpr►g and/or porg of II water. • - . II; ..±9.___. �- . z,-- v See Note ire I t see Note el I i : -rs v--A !I Install Perimeter of hone to be fo ion t`o Vie`or supported. ^Pa fr+on outside plo+s�the i k�talWat Instructions Manual. &dirsar CIHN from • t�tlys area to *IIMIIIIrANIri standing end/or ponCort • •See irate II .• • n n n r • 'natal!a pier at each porch See section 5J0 for additional ti?ormatlon • x=oporch see Notes. • I.Notch pay Halls ardkr concrete stem mats for man bean.Fill voids around mob . bean notch mith t*tion or foans.Po!nJ walls av:#/or concrete stem walls to be constructed no that sill plates a.tp against floor. 2.11)15 detail Is for use with the ttprool nmfocturred home set up ma ttedorns). aswursruiHru s ,3 < ••• 23 9!29!2003 FIGURE 530 PORCH. INSTALLATION 053,821 73.t • I CHAPTER 6-INSTALLATION OF OPTIONAL FEATURES 6.1 Awnings and carports. Choose free-standing products with columns to support their weight. 6.2 Miscellaneous Lights and Fixtures. Some exterior lights,ceiling fans and chain-hung fixtures may not yet be installed when the home is delivered. All of these fixtures must be grounded by a fixture-grounding screw or wire. For chain-hung fixtures,use both methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. If siding has not been installed at a fixture location,remove the outlet box and install the siding with a hole for the outlet box. Then reinstall the outlet box and proceed as for other fixtures. 6.2.1 Exterior lights. Remove the junction box covers and make wire-to-wire connections using wire nuts. Connect wires black to black, white to white,and ground to ground. Caulk around the base of the light fixture to ensure a water-tight seal to the sidewall. Push the wires into the box and secure the light fixture to the junction box. Install the light bulb and attach the globe. Refer to Figure 6.1(a).. • 6.2.2 Ceiling fans. To reduce the risk of injury, install ceiling fans with the trailing edges of the blades at least 6-'4" above,the floor. Follow the manufacturer's instructions. If no instructions are available,-connect the wiring,as shown in Figure 6.1(b). 6.3 Telephone and cable TV. CARELESS INSTALLATION OF TELEPHONE AND CABLE • TELEVISION LINES•MAY BE HAZARDOUS. The walls and floors of your manufactured =home contain electrical circuits, plumbing and duct work. Avoid contact with these home systems, when drilling through. and placing cables -within these cavities. Only trained professionals should handle such work FAILURE TO FOLLOW THESE INSTRUCTIONS • MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. Figure 6.2 shows one procedure-for telephone crossover connections in multisection homes. . 6.4 Special Setup Manual Addendums/and Supplements. Your home may require special Dapia • • Approved_instructions in addition,to those included in this manual to properly setup the home. • e are provided by Kit l on eBu ldcis West separately. • 6.5 Manufacturer-Installation Instructions. Provided separately are Dapia Approved Installation Instructions provided by the anehoring devices manufacturer which must be followed. The instructions provided may not be the same as the anchoring devices you are using. If this is the • case,use the instructions which are provided with your anchors. FEDERAL MANUFACTURED CD HOUSING CO RUCs • 6.7 Technical Information Requests. To obtain diagrams forayoLur stmatmd a,abing, heating, cooling, and transportation systems contact Kit HeBuilders West CD C k MAY 0 5 2003 • CI— CL. 74 • • Fa3.� WIRE NUT ..UNCTION BOX . GROUND WIRE COLOR COIF HIRES• �""_� --�u� COLOR GROUND WIRE• WIRES n I CEILING BOX C!'rt�l. NON-COI-EUSTIBLE RING VDU""""e"' OF REQUIRED) 1la. . 1 CEILING i1V71�111. (A)EXTERIOR LIGHT WIRE NUT -""Pla,,�/"' GROUND STRAP FIXTURE FIXTURE GROUND -=- BFIIXTUTUR�E MOUNTING HIRE IIII, (B)CHAIN HUNG FIXTURE OR CEILING FAN F FIGURE 6.1 INSTALLATION OF LIGHTS • • • • • 4 COND.24ga. 1I • PHONE CABLE I • 6 • • - '' .. • . • ... . -- ■ r / - . -.4:-..-111.1; ' . - • I. CONNECT BILE TO BLUE;,RED TO RED, YELLOW TO YELLOW,AND GREEN TO 6REEN. `�~� 2.DO NOT STRIP THE INDIVIDUAL Wig 3. INSERT THE SAFE COLOR HIRES INTO THE CONNECTOR,THEN USING CHANNEL LOCK . ► PLIES,FRE55 THE ROW PORTION To . MAKE GONrEGTk7N. RE,UR SCOTCH LOCK CONI.EGTOR(TYP) FEDERAL MANUFACTURED URED C., C) HOUSING CONSTRUCTION w tr SAFETY STANDARDS (:::-.' JUN 4 1 2000 FIGURE 6.2 `- a. TELEPHONE WIRING = 20 a 75 53 ' 31 • • CHAPTER 7-PREPARATION OF APPLIANCES 7.1 Clothes dryer vent. Your clothes dryer must exhaust to the exterior of the home, or of any perimeter skirting installed around it,through a moisture-lint exhaust system,as shown in Figure 7.1. IMPORTANT: Do NOT let the exhaust system end under the home where excess moisture or flammable material can accumulate. Vent openings are located in either the wall or the floor. After the duct is installed, seal the openings,both inside and outside. Follow the . dryer manufacturer's instructions for installing the exhaust system. If your home did not come equipped with a gas dryer;remember that installing one requires substantial alteration to the home. You must provide gas supply piping and adequate venting as specified by the gas dryer manufacturer. Only a trained and experienced person should install • a.gas dryer. Cutting major structural elements(such as rafters or floor joists)to allow for gas dryer installation is not permissible. Kit HomeBuilders- West is not responsible for any weakening of the home's structural soundness resulting from dryer installation. 72. Comfort Cooling systems. Only qualified personnel may install any comfort cooling system not provided with the home. Follow the manufacturer's installation instructions and conform to • all local codes. • 7.2.1 Air conditioners. The air distribution system of this home has been designed for a central air . conditioning system. Equipment you install must not exceed the rating shown on the home's • . ' compliance certificate. The home's electrical distribution panel may contain optional factory-installed.circuits-for at -. 'conditioning. The maximum full load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. On the'other hand,electrical circuits within the home may not have been sized for the additional load of non-factory-installed air conditioning,and a separate,outside electrical supply may have to be provided. • A field-installed wiring beyond the junction box must include a.fused disconnect located • w sight of the condensing unit. The maximum fine site is marked on the totidimser data plate. Local codes will determine the acceptability of the air conditioning equipment, • rating,location of disconnect means,fuse type branch circuit protection,and connections to the • equipment. . . • • "A" coil air conditioning units must be compatible and listed for use with the furnace in the • home. Follow the air conditioner manufacturers instructions. • If a remote(self-contained,packaged)air conditioner(cooling coil and blower located outside the le)Iletioanaeaieabto tkheating supply duct,install an automatic damper between the HOUSING CONSTRUCTION &SAFETY STANDARDS LU MAY 0 5 2003 ,O 7 6 .aC a- •. cc 7 act -SS • furnace and the home's air duct system, and another between the remote unit and the home's air duct system. Secure the duct system leading from the remote unit to the home and do not allow it to touch the ground. Insulate ducts with material of thermal resistance(R)not less than 8,and a perm rating of not more than 1 perm. Connect the duct carrying air to the home to the main duct at a point where there are approximately as many registers forward of the connection as • there are to the rear. Locate the return air duct in the center of the home. • Do not cut or damage floor joists. Replace insulation removed during the installation,and seal the bottom board around the duct connections. Direct all condensation runoff away from the home by connecting a hose to the equipment runoff • outlet or by other means specified by the equipment manufacturer. • 7.2.2 Heat Pumps. Install heat pumps according to the heat pump manufacturer's instructions. 7.3 Fireplace and wood stove chimneys and air inlets. Fireplaces and wood stoves require on-site • installation of additional section(s)of approved,listed chimney pipe,a spark arrestor and a rain cap assembly. See Figure 7.3. 73.1 Minimum extensions above roof. To assure sufficient draft for proper operation, extend the finished chimney at least 3' above the highest point where it penetrates the roof and at least 2' higher than any building or other obstruction located within a horizontal distance of 10'. If the • site has obstructions extending higher than the home's roof peak within 10'of the chimney;the installer may have to rovide an additional section hen of chimney pipe if required b •local codes. 7.3.2 Required components. The required components of a correctly-installed chimney are as shown • in Figure 7.3. .7.3.3 Assembly and sealing sequence. Assemble and seal your fireplace or wood stove chimney per fireplace manufacturer's instruction. • 7.3.4 Combustion air duct inlets. Combustion air intake ducts end just below.the bottom covering . of the floor: You.must extend them to the outside when your home,has a basement or crawl space. These added ducts may be purchased at your local hardhvare store. The fireplace manufacturer's instructions for installing combustion air ducts are in the fireplace/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the home. Locate its inlet damper above expected snow level,as shown in Figure 7.4. • 7.4 Range,cooktop and oven venting. If your home is equipped with a combination range(cook- top)/grill or oven that contains its own exhaust system,route the exhaust so that it does not exit under the home. Connect flexible metallic duct between the elbow protruding from the floor and the termination fitting,and support it according to the man q '� �� on instructions. 4C0 HOUSING CONSTRUCTION d SAFETY STANDARDS LiJ 77 CI MAY 2 0 2003 L]C C' oct• • 7.5 Window Air Conditioner Installation. Do not plug a window air conditioner unit into one of your homes lighting or appliance.circuit receptacles. The majority of window air conditioners require that a separate circuit be installed for the connection of the unit. See the air conditioner • manufacturer's installation instructions for the electrical requirements for your specific model. The circuits installed in the home are for standard lighting and small appliance fixtures only. CAUTION: Use of these receptacles for other purposes may cause an overload and the possibility of a potential fire hazard arises. The only exception to the above is if there is a separate circuit installed and labeled in the main panel box as being for the use of an air conditioner unit. All wiring which is to be installed for an air conditioner unit must be performed by an authorized electrician and in conformance with • all applicable codes. • 7.6 Furnace Deration. If your home is located at 4500 feet or more above sea level,or as indicated in the manufacturer's instructions,your gas furnace must be derated for the altitude. This must be done by a qualified serviceman. A licensed technician may be required. Check with your, local authorities. • CAUTION: Failure to derate the furnace can cause the furnace to over-heat, operate poorly and cause excessive sooting.. Dangerous levels of carbon monoxide • could accumulate in the home. • • • • • • • FEDERAL MANUMA UREtC • C) HOLDS:NG CO NES i RUCTIoN j &SAFETY STANDARDS j Ufa 0 1 2000. C �..- • 20 78 �3'�7 • • W i \ AV EXTERIOR MALI. i..,,.......s‘l- , --- � MARPACTURERS EXHAUST rib 400∎ 1420P OR EoUIVALE T 400,411 1 rolo.,,, .,I l 4'RISTO AUkIWM OR 4SALYANIZED DUCT OR PER MA PADTURERS i RECOMMENDATIONS RIFT JOIST • 4'RITSIP ALUM RCII OR!MAYAN= I - ; M A�TURERS rsa+AVSr RECD AVONS 1'Lti How at�rvAlsn- SALVANI2V STRAP OR MP/ALtaiT' • 2'x 7 PRAMS • FIGURE 7.1 RECOMMENDED DRYER VENTING METHOD 11110 • OPEDL IMURIkkOTTRIED4 . • ! i � 6/22/2005 . RIM 4015T RANEE VENT PPE SHIPP LOOSE HIM HOME • i �, INSTALLATION TO ER:PER MAN PACtLRER, IAIL •� HAxFAG7[IRE7t5 E1Q1AU5T RECOM 7ATi0F15 ISO Raw oR vouvALEM GALVANIZED STRAP OR EQUIVALENT 2•x 2'Y RAM1N t FIGURE-11.1 • RECOMMENDED DOWN DRAFT RANGE VENTING METHOD 79 5 3.6E 1.COOLERS RATED AT lb AMPS TO BE INSTALLED ON A 20 AMP CIRCUIT. • 2.COOLERS RATED AT 12 AMPS TO BE INSTALLED ON A 15 AMP CIRCUIT. 3.ONE JJCT1ON BOX REaJIRED FOR EACH COOLER JAJCTION.BOX ♦ LOCATED INSIDE OF OPENING • • • • • • • COLOR CODE: • • TRAi- . BLACK.........._—r._....—LOW FM • • RED_ _...FIIGH FAN • • 6R1 [ _....:.__...._ GROUND . • • • • • • • FEDERAL MANIJMC URED • .c:3 HOUSING CONSTRUCTION ; • • _ &SAFETY STANDARDS .' • JUN 0 1 2000 a° • • FIGURE 1.2 • ELECTRICAL CONNECTIONS FOR EVAPORATIVE COOLER • 80 .S31 $q V2"'TRIM WITH SHEET PUSH DOWN METAL SHEERS IF DIFFICULT STORM COLLAR TO MAKE FLASHING LAY 1111: FLAT ON ROOF LI,* Wie CAULKING _ FLASHING —ROUND TOP ASSEMBLY . --RAIN GAP ill SPARK ARRESTOR �---GFIIMAY GAP • 3'-0" ADAPTOR (MIN) -TRIFLE WALL PIPE ,/-- -,STORM COLLAR FLASHING • FIRESTOP'THIMBLE • Alik , . . •_ � cio�C�• DAMPER HANDLE . •. _ e . . Milt . 1• r : 4, i f ' I AIR INLET • �"- ... • -o ABOVE SAOh' DAMH'ER HANDLE . * , i i LEVEL • • . OVER BAIT OR - GRAPI SPAGE INSTALLATION • • FEDERAL MANUFACTURED I Cj HOUSING C'CNSTRUCCION w &SAFETY STANDARDS C) FIGURE 1.3 • 20 • FIREPLACE OR WOOD STOVE • CHIMNEY AND AIR INTAKE INSTALLATION • 81 X3.9 t? O FEDERAL MANUFACTURED> U HOUSING CONSTRUCTION.00 Kit HomeBuilders West &SAFETYSTANDARDS 02 m CHAPTER 8 -UTILITY SYSTEM CONNECTION AND TESTING C4 6/6/2014 8.1 Proper Procedures. Consult local, county or state authorities before connecting any utilities. Only qualified service personnel, familiar with local codes and licensed where required, should make utility connections and conduct tests. 8.2 Water supply 8.2.1 Maximum supply pressure and reduction. The water systems of your home were designed for a maximum inlet pressure of 80 psi. If you are located in a water district where the local water supply pressure exceeds 80 psi, install a pressure-reducing valve. 8.2.2 Connection procedures 8.2.2.1 To supply main. Connect the home's water system to the water source through the inlet located under the home, usually below the water heater compartment. A tag on the side of the home marks its location. 8.2.2.2 Mandatory Shutoff Valve. You must install an accessible shutoff valve between the water supply and the inlet, as shown in Figure 8.1. It must be a full flow gate or ball valve. 8.2.2.3 Crossovers. Multisection homes with plumbing in both sections require water line cross-connections, as shown in Figure 8.3. Remove the shipping caps from the water lines and install the crossover connectors provided with the home. 8.2.3 Freezing protection 8.2.3.1 Necessity. In areas subject to subfreezing temperatures, protect exposed sections of water supply piping, shut-off valves and pressure reducers, and pipes in water heater compartments with uninsulated doors, from freezing. Otherwise, burst pipes and costly damage may result. 8.2.3.2 Use of Heat tapes. Heat tapes (either automatic or non-automatic) can protect exposed plumbing from freezing. USE ONLY HEAT TAPES LISTED BY A NATIONALLY-RECOGNIZED TESTING LABORATORY FOR USE WITH MANUFACTURED HOMES, AND INSTALL THEM ONLY IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Plug the 3-wire, grounded cordset of the heat tape into the outlet located under the home near the water supply inlet(Figure 8.1). Heat tape receptacle to be GFCI protected 8.2.3.2.1 Automatic Heat Tape. This tape (with a thermostat) is approved for installation on all types of water pipe, including plastic. Secure it to the 82 53.91 • o 4•Atio g..i7ANUFAergit- a :BiT? Sri.vggr ;tT �"' • ct. 1i in • 41'1412006 pipe, insulate it, and weatherproof it, according to the manufacturer's ,�,-.` instructions. 8.2.3.2.2 Non,Automatic Heat Tape, This tape (without a thermostat), may riot be approved for plastic pipe unless it is left exposed, with no:outer wrap of insulation. Installation.is otherwise the same as with automatic heat . . tape. 8.2.3.3 Freezing Protection for Unoccupied Mines. If the home is to be left unheated in. • cold weather, drain the water lines and blow them clear with compressed air to prevent darriage-from freezing. .8.2A Testing procedures. Even though the water system was tested at the factory, it must be rechecked for leaks at the installation.site. Close-iaiLwater faucets;.spigots and stool tank float -valves, and use one of the following procedures. If any .fixture$. are partially installed (root cofnpleted)at factory,complete all water lines-to fixture prior to testing the water-line systeiri. • 8.2.4.1 Hydrostatic. Be sure the water heater tank is full of water. Pressurize the systerii with.water at 100 psi; and then isolate-it froth the pressure source. The system must hold this pressure for at least 15..raintites Without any loss. If the pressure falls off, • repres.urize the system and.locate and to>lr ct.leaks. $+2.4.2 Pneumatic. CAUTION: Ir THIS PROCIDITRE IS USED, YOU MUST • BYPASS THE HOT WATER TANK:l Y HOOKING ITS COLD INLET AND HOT OUTLET LINES TOGETHER, UM PROCEDUR'lE. WILL PROTECT • HIE I P?LIAN: E FROM DAMAGE tND PROTECT THOSE INVOLVED • IN THE TEST 14712.OM POSSIBLE XNJURY,. , Connect air pump and pressure • :gauge to the water inlet and pressurize the system.to 100 psi. Isolate the pressure -• source from the system_ The,gauge rimust stand for at least 1.5•rriiriutes with no drop in pressure. Correct any Ieaks indicated by: bubbles from soapy water, repeating the procedure until all,have-been eliininiated.. Reconnect the water heater and the water supply. • 8.3 I)raiinage system • • 8:x.1 •Assnanlily anti support. If portions flf.die.drainage;system were not installed at.the factory,all materials and.ciiagrains required to-complete it have been shipped as 1o0se items in•tile-homne. Assemble the drainage system following the speoific instructions and diagrams provided with the home. Start at the most remote end and work toward the outlet, supporting the piping with temporary blocking to achieve the proper slope-(see paragraph 8.3.21 When the entire system has-been completed, install permanent drain line supports at 4' on center, as shown in Figure 8 4, • - • 8:3.2 Proper slopes and connector sizes. Drain lines must slope at least 114" fall per foot of run • unless otherwise noted on the schematic diagram (see Figure 8.5). Exception:- 1/8" fall per foot is allowed when a cleanout is installed at the upper end of the run. Connect the main drain • 83 • - 53.92 • • '-ra..cry.s.wtuna.w u+.r.v F • 0 Houstad e0NSTRUC,iO1 v asst STANDARDS Cl 11 _.. A • 444/2006 t= a`: . line to the site sewer hookup using an approved elastomer coupler(Figures 8.2 and 8.6 ' 8.3.3 Crossovers. Connect multisection home drainage line crossovers as shown in Figure&.7. 8.3.4 Solvent welding procedures. The solvent. cement used to connect drain lines must be compatible with the pipe installed in the home. Follow the manufacturer's instructions on the container. (See Figure 8'.9.) • 8.3.5 -Protection from freezing._Kit HomeBuilders West has insulated fittings in the drainage system subject to freezing, such as P-traps in the floor. Replace this insulation if removed during assembly or testing. Insulate .drain lines installed below the bottom board in areas subject to freezing as shown in Figure 8.8. If the home is to be left unheated in cold weather, pour an • approved antifreeze into P-traps at all fixtures and stools. Antifreeze used Must not he corrosive to plastic or fixture material. 8.3.6 Flood level test procedure. You must conduct a flood level test on the completed drainage system before connecting it to the site sewer. With the home in a level position, all fixtures • connected,and all tub and shower drains plugged,connect the drainage pipiing system to the site water inlet and fill the system with water to the rim of the toilet bowl. Release all trapped air. • Allow the system to stand for at least 15 minutes. Check for.leaks. Drain the system. Plug all fixtures, sinks, showers and tubs, and fill with water. Release the water in each fixture simultaneously to obtain the maximum possible flow in the drain piping. Check all P-traps and . the drain system for possible leaks. Repair any leaks and retest. If any fixtures are partially installed(riot completed)at factory,complete all drain lines to fixture and refer to"Flood Level, Flow and Drainage Test Addendum" in this manual. This procedure is required in order to :check the system for leaks. • 3:4 Gas supply .. - 8.4.1 Type of gas system furnished with home. All gas appliances in this home, including the heating system,are equipped for natural.(or LP)gas. if LP (or natural) gas is to be used as the supply instead, a qualified service person must convert the appliances to. LP (or natural) gas following the instructions provided by each appliance manufacturer. • • 1I;4.2 Troller supply pressure. THE-GAS PIPING SYSTEM IN YOUR HOME HAS BEEN DESIGNED POR:*'PRESSURE NOT TO EXCEED 4"-OIL'Wkitit COLUMN(B OZ. OR 1/2 PSI): lF GAS FROM ANY SUPPLY:SO)RCE.'ICCCEItbS;t)R Mid!'EXCEED, . THIS PRESSURE, YOU MUST •INSTAL, A PRESSURE REDUCING `VALVE. •To operate gas appliances safely and efficiently,do not exceed the design pressure Ihnitations_ For natural gas systems, the incoming gas pressure should remain between 6" and 8" of water column. For LPG systems,the pressure should lie between 12"and 14"of water column. 84.3 Orificing for specific gases. SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH KIND OF GAS, AND AT ALTITUDES ABOVE 3,000 FEET. SEE THE INSTRUCTIONS ACCOMPANYING EACH GAS-BURNING APPLIANCE • • 84 53.93 • • • FOR MODIFICATION INSTRUCTIONS. BEFORE MAKING ANY CONNECTIONS TO THE SITE SUPPLY;CHECK THE INLET ORIFICES OF ALL GAS APPLIANCES TO ENSURE THEY ARE CORRECTLY SET UP FOR THE TYPE OF GAS TO BE SUPPLIED. 8.4.4 Crossovers. Install the gas line crossover in multisection homes as shown in Fig. 8.10 before performing any system tests or connecting the system to the gas supply. All crossovers and fittings are factory installed on the supply side and are listed for manufactured housing exterior use. Do not use tools to connect or remove the flexible connector quick disconnect. 8.4.5 Testing prior to connection to mains. Even though the gas system was tested at the factory, it is essential that it be rechecked for leaks at the site. DO NOT APPLY PRESSURES IN EXCESS OF THOSE SPECIFIED BELOW OR YOU MAY DAMAGE GAS VALVES AND/OR PRESSURE REGULATORS. Conduct one of the following two tests when the air • and piping temperatures are nearly equal and will remain stable. 8.4.5.1 Piping Only Test. Close all appliance shut-off valves. Attach a pressure gauge calibrated in ounces at the home gas inlet. Pressurize the system with air to 3 psi(48 oz.). Isolate the pressure source from the system. The gauge must stand for at least • 10 minutes with no drop in pressure. If any pressure loss occurs,check all joints in the piping system and at all shut-off valves with soapy water or bubble solution until the leaks are located. Repair the leaks and retest until the pressure holds. 8.4.5.2 Test of Entire System.y m. Close all gas equipment controls and pilot light valves according to the individual gas equipment manufacturer's instructions. Assure that HOUSING MAONSTRUCTIONUFACTURED W gas shut-off valves for all gas equipmentare in the OPEN position. Attach a pressure J G SAFETY STANDARDS >, gauge calibrated in ounces at the home gas inlet. Pressurize the system with air to O a minimum of 6 oz and a maximum of 8 oz.. Check all gas shut-off valves and flex JAN 2. 0 2003 ,= line connections to valves and appliances for leaks, using soapy water or bubble . °— solution. DO NOT BUBBLE CHECK BRASS FITTINGS WITH SOLUTIONS 1 CONTAINING AMMONIA. Repair any leaks found, and retest. Close all equipment shut-off valves upon completion of testing. -$.4:6 Connection procedures. Inspect gas appliance vents to ensure they have been connected to the appliance,and make sure that roof jacks are installed and have not come loose during transit. Have the gas system connected to the gas supply only by an authorized representative of the gas company. • • 8.4.7 Gas appliance startup procedures. One at a time,open each equipment shut-off valve,light pilots and adjust burners according to each appliance manufacturer's instructions. MAKE SURE THE WATER HEATER IS FILLED WITH WATER BEFORE LIGHTING ITS PILOT. Check the operation of the furnace and water heater thermostats and set them to the 85 • 53.94 desired temperatures. 8.5 Heating oil systems. Homes equipped with oil-burning furnaces must have their oil supply tankage and piping installed on site. These items are not supplied by Homes By Oakwood. • Consult the oil furnace manufacturer's instructions for proper pipe sizing and installation procedures. ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED, QUALIFIED PERSONNEL. 8.5.1 Tank installation requirements. Unless the home is installed in a community with a centralized oil distribution system,you must install an oil storage tank outside the home. Locate the tank where it is accessible for service and supply and safe from fire:and other hazards. 8.5.1.1 Vaporizing(gravity-feed)furnaces. Install oil tanks that feed vaporizing-type oil furnaces so that oil flows freely by gravity. To achieve efficient gravity flow,install • the tank so that its bottom is at least 8"above the level of the furnace's oil control and • its top is within 8' of the oil control level. • 8.5.1.2 Gun(pump-fed)furnaces. Since the furnace includes a fuel pump, the tank may be installed above or below ground. For tanks installed below ground;do not exceed the lifting capacity of the pump,and extend the filler neck 1'above grade and provide • • a 1-1/4" diameter minimum vent.pipe extending at least 2'above grade. • • 83.13 Sloping and draining requirements. Regardless of the type of oil furnace or the tank location,install-the tank to provide a gradual slope toward the fill end or drain plug(if so'equipped). This facilitates pumping or diaining of water or sludge. 8.5.2 Shutoff valve and fuel line filter. Install an accessible and approved manually-operated shut-off valve at the oil tank outlet. Kit HomeBuilders West also recommends installing a suitable filter in the fuel line near the tank-to trap dirt and water. • 8.5.3 Leak test procedure. •Before operating the system,-check for leaks in the tank and supply piping. Fill the tank to capacity with fuel and examine all joints in the system for leakage. 8.6 . " -Electricity. .A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of,and possible damage to,motors and appliances. It may also increase your electricity costs. The current rating in amperes of your home can be found on the tag located outside next to the feeder or service entrance and also on the'electrical • distribution panel. • . 8.6.1 Description and rating of house wiring. Your home is designed for connection to an electrical wiring system rated at 120/240 volt AC. PROPER AND SAFE CONNECTION DEPENDS ON THE TYPE OF SUPPLY SYSTEM YOUR HOME IS EQUIPPED WITH. The FEDERAL MANUFACTURED t CO NOOSING CONSTRUCTION G11 it &SAFETY STANDARDS W 'I 86 0 MAY 0 5 2003 2 • 7 connection to this home is a feeder requiring wiring at the site, or,the connection to this home is a factory-installed service meter base. The following paragraphs describe the wiring and grounding of electrical feeders; if your home is equipped with a service meter base,skip directly to section 8.6.4.4. 8.6.2 Proper feeder wire,and junction box material and size. The main breaker and the label on the electrical distribution panel give the feeder current capacity in amperes. Using this information,determine the required feeder size from the following tables. These sizes are based . - on an ambient temperature of 86°F. and do not take voltage drop into consideration. 8.6.2.1 •• Overhead Feeders. Homes equipped with overhead (mast weatherhead) feeder entrances contain all necessary conduit to the electrical distribution panel and feeder • conductors. Refer to Figure 8.12. • 8.6.2.2 Underside Feeders. Homes with an under-the-floor entrance come with a permanently-attached conduit raceway that runs from the electrical distribution panel • to a point under the floor. Install an approved conduit fitting or junction box at the termination point. Refer to Figure 8.13. • 8.6.3 Grounding of homes with feeder connections ( - 8.63.1 Nsaefe c esansd it yp: pThe rov ehd o mme e thmoud s t o bfe g grorouunnddineg d properly ed to er p-corontenct ec thtee d ohccomupe nis t sth.rTh oe e only . grounding bar in the electrical distribution panel. This bar grounds all noncurrent- . . metal- arts of the electrical . system at a single point. .. 8.63.2 • Procedure. The ground conductor of the power supply feeder cable connects the grounding bar to a good electrical ground. Follow the feeder connection procedures described in 8.6.4.1,-.2,or-.3 to• achieve proper grounding. [Exception:homes with a factory-installed service meter base must be grounded differently. Refer to the . • specific instructions in 8.6.4.4 if applicable.] • Insulate the grounded'Circuit'COncluctor(neutral or white wheYfkoin the grounding • conductors(green wires)and from equipment enclosures and other grounded parts. . Insulate neutral circuit terminals in the distribution panel board - and in ranges, • . clothes dryers,and counter-mounted cooking units-from the equipment ericlosure. • Bonding screws, straps or buses in the distribution panel board or in appliances should have been removed and discarded at the manufacturing facility. • FEDERAL MM U=ACTURED 8.6.3.3 Unacceptable methods of grounding hones. "* T� ' pipe,or through the home's hitch caster will not satigpthe important rog t uirement. . Never use the neutral conductor of the feedd abl �q ��g�'o �' ` �' e. Da not ground the neutral bar in the electrical distribution tWitel. 0..- 20 cir 87 4 5-. 9 6 }• 8.6.4 Connection procedures. Connections should be made only by a'qualified electrician using one of the following methods: 8.6.4.1 50 A feeder cord. Your home may be equipped with a permanently-connected 50 amp. feeder cord stored in a compartment under the floor. If so, it is ready to be plugged into a 50 amp., 3-pole, 4-wire, 120/240 volt grounding service receptacle after electrical tests have been completed (see 8.6.6). WARNING: MANY • HOMES ARE EQUIPPED FOR 100 AMP. OR GREATER SERVICE. UNLESS YOU HOME IS EQUIPPED FOR ONLY 50 AMP. SERVICE,DO NOT 'ATTEMPT TO USE A FEEDER CORD OR "PIGTAIL" CONNECTION. Connect homes equipped for 100 amp. or greater service by one of the three following methods: 8.6.4.2 Mast weatherhead feeder. The routing,connection and support of the service drop • must meet local codes. Homes equipped this way contain all necessary conduit to .the electrical distribution panel including feeder conductors. If the masthead is located above the roof overhang,allow a minimum 8'clearance above all roof points the conductors pass over: There are two exceptions to this rule:' (1) The vertical clearance may be reduced to 3' if the roof has a minimum slope of 4 in 12;and(2) The vertical clearance may be reduced to 18" if no more than 4' of service-drop conductors pass above the roof overhang,and if they terminate at a through-the-roof raceway or approved support. A minimum clearance must also be provided from the .- final grade to the service-drop conductors. This measurement may vary from 10'to 18'depending on the types of traffic anticipated below the service drop(refer to the . .• } National Electric Code). Unless impractical,locate service heads above the point of attachment of the service-drop conductors and make themfrain-tight. If individual conductors do not extend downward,form drop loops. • . 8.6.4.3 Underside junction box feeder. A raceway from the main panelboard to the underside of the home allows for installing an approved junction box or fitting,which must be used to connect it to the supply raceway. Install properly-sized conductors. from.the Main poWer supply to the panelboard... Refer to Figure 8.13(a)and(b)for • conductor and junction box requirements. The homeowner or installer must provide • the supply connection including the feeder conductors,junction box and raceway connectors. 'Protect conductors emerging from the ground from a minimum of 18" below grade to 8'above grade,or bathe point of entrance to the home. The distance measured from the top surface of a buried cable,coeu" ac' d ed grade must meet minimum burial requirements o tjned`i"ri RJ1r ' siiMs El tric Code. Use a moisture-proof bushing at the end of ondw the b" ied cable emerges. p g � 8.6.4.4 Service equipment meter base. Either an overhead or undergrd entrancaay 88 • • be provided. The exterior equipment and enclosure must be weatherproof, and conductors must be suitable for use in wet locations. When a meter is provided on the home, connect the neutral (white) conductor to the system grounding(green) conductor on the supply side of the main disconnect. Refer to Figure 8.15 for typical meter base installations and one method of grounding the service equipment. The • homeowner must provide the grounding electrode conductor(s). The grounding electrode should be an 8'length of 1/2" dia.copper rod or 3/4"galvanized steel pipe. . • Drive it into the ground at least 12"below the surface and 2'from the foundation,or- bury it horizontally in a 2 1/2'-deep trench. Connect the grounding conductor wire to the grounding electrode with a grounding clamp. For added protection, homes with metal frames or siding should be connected to earth by means of additional bonding jumper ground_fault return paths to underground metallic water pipes, • ground rings, additional ground rods, etc. to prevent the buildup of hazardous • voltages. • 8.6.5 Crossover connections. Refer to Figure 8.16(a), (b), (c), (d), (e), (g) and (h) for typical crossover wiring connections,for multisection homes(located along the centerline between the sections). Crossover locations can be distinguished by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires as illustrated. 8.6.6 System test procedures and equipment . = 8.6.6.1 Pre-connection tests. Conduct both of the following tests before any electrical power is supplied to the home: • . • • .. • 8.6.6.1.1 Circuit conductor continuity. Conduct a continuity test by placing all branch circuit breakers and switches controlling individual outlets in the "on"position. The test should give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. You may use a flashlight continuity tester. 8.6.6.1.2 Grounding continuity. Using a continuity tester, test all noncurrent- carrying,moal.parts to asses continuity to .ground. The parts to be • checked include: . • appliance enclosures,including fans; • • fixture enclosures and canopies; • • metal siding and roofs;• FEDERAL.FEDERAL.Aa.Ar;u=A�_{:_�o • Hous:ills CC1:a°T UCCION^•,,� • metal water supply and gas lines; &SAFETY STANDARDS • metal ducts(except foil-covered insula1 ducts) C.) • the home's frame. �. On muItisection units, perform this test only after coaleting all l _ 89 S-3.9 electrical and bonding connections between the units. - NOTE: GROUNDING IS NOT REQUIRED ON THE METAL INLET OF A PLASTIC WATER SYSTEM OR ON PLUMBING FIXTURES SUCH AS TUBS,FAUCETS,SHOWER RISERS,AND METAL SINKS WHEN THEY ARE CONNECTED ONLY TO PLASTIC WATER AND DRAIN PIPING. _ 8.6.6.2 Post-connection tests. Conduct the following three tests after turning on the main circuit breaker and each individual circuit breaker. CAUTION: ALLOW THE WATER BEATER TO FILL COMPLETELY BEFORE ACTIVATING THE . WATER HEATER CIRCUIT. FAILURE TO DO SO WILL CAUSE THE WATER HEATER ELEMENT TO BURN OUT,AN EVENT NOT COVERED • BY THE WARRANTY. • 8.6.6.2.1 Polarity and grounding of receptacles. With receptacle and lighting . , • • - circuits-energized, check the polarity and grounding of each 120-volt • receptacle and light socket using a polarity tester capable of.determining • an incorrect wiring configuration. A conversion device.may be required • to test various fixture bulb sizes and outlet configurations. Investigate any indication of reversed polarity,open grounds or shorts and correct it. • . 8.6.6.2.2 Ground Fault Circuit Interruption (GFCI). Make certain that all receptacles requiring GFCI protection are in fact on the correct circuit(s). • Check each ground fault circuit interrupter device by pushing the test. • . - button to determine if the power route to the receptacle has been - interrupted,or follow the manufacturer's instructions. Replace any GFCI that does not operate properly. • • 8.6.6.2.3 Operational check s. Check all light fixtures by placing a bulb in the • socket and turning the switch on and off Using a pigtail light,check all 240-volt receptacles to determine if both legs of the circuit are powered. Check all 120-volt receptacles to be sure that each is operational. • • • Switched receptacles require the switch to be turned on and off. It is not necessary to check appliances,but their power sources must be assured. • Failure of electrical wiring or fixtures requires repair and retesting. . • FEDERAL MANUFACTURED ri • ® HOUSING CONSTRUCriONi:maj &SAFETY STANDARDS• C • • JUN 0 1 2000 �. • 20 CL 2 • • • 90 • KIT MANUFACTURING INSTALLATION INSTRUCTIONS ADDENDUM SMOKE ALARM TESTING PROCEDURE The following test is to be performed on the smoke alarm system. - t Smoke Alarm Operational Test Test Procedure • 1. All interconnected smoke alarms must be tested individually,one at a time.Assure that all :1 units are connected and that each sounds an alarm while each is tested. 2. Once connections are made,press and hold the test button on the cover of the smoke alarm • until the alarm sounds.Verify all other smoke alarms interconnected will sound the alarm. Note: When installed, make sure visual alarm (strobe light)is operating as well during . testing. 3. • Step 2 above is to be performed on each smoke alarm installed. • 4. If an error is indicated in the fixture(s),it must be repaired as required and retest.If the alarm • does not function correctly on the retest,the defective alarm must be replaced with a new alarm and the new alarm retested. • • • • • i • - . FEDgitAl.MANVFAt'TURED G�. HOUSING CONSTRUCTION' • SAFETY STANDARDS } Q SEP 17 2002 NIEC 0— • • = 8 Q C . 0 5-5-. 0 I i 90.1 Kit HomeBuilders West TYPICAL HOME MASTER SHUT-OFF VALVE(BY OTHERS) WRAP WITH HEAT TAPE OR INSULATION I I (BY OTHERS)AS NECESSARY FOR LOCAL I ; I FREEZING CONDITIONS <UJ GFGI PROTECTED HEAT TAPE HEAT TAPE OR PIPE HEATING CABLE MUST BE RECEPTACLE LISTED FOR USE WITH MANUFACTURED HOMES. FIGURE 8.1 TYPICAL WATER CONNECTION NOTE: HORIZONTAL SECTIONS OF DRAIN TO BE SLOPED AT A MINIMUM OF I/4"PER FOOT AND/OR TO COMPLY WITH LOCAL ENFORCING AGENCY/CODES ETC. TYPICAL HOME APPROVED FLEX DRAIN CONNECTOR AO 3"MIN. DRAIN PROPERLY SUPPORTED - FITTINGS TO BE LONG SWEEP ���CLEANOUT RECOMMENDED O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION. �l O &SAFETYSTANDARDS ,p O APPROVED FLEX DRAIN CONNECTOR 02 141111frk SEHER INLET 6/6/2014 FIGURE S.2 TYPICAL CONNECTION OF MAIN DRAIN TO SEWER 91 54.00 • Kit Home Builders West . • PROCEDURE: 1) REMOVE SHIPPING COVERS FROM ALL EXPOSED PIPING OR FITTINGS THAT EXTEND BELOW THE BOTTOM BOARD. 2) ALL PIPE AND FITTING CONNECTIONS SHALL BE PER THE CEMENT MANUFACTURERS INSTRUCTIONS WHICH IS PROVIDED.. • ANY PIPE SUPPUED WITH SCREW FITTINGS MUST BE SEALED WITH TEFLON TAPE. • Of En LmmlltFAcTUREP Ii0USN0 CONSM ICT10N ,y &SNiETYSTANDAR[j5 ••07 a 217/2008 WATER HEATER 41 DRAIN PAN 1 I RAIITUNE IØL! SITE� • Sc PIPE. SLOPE AT I I I ' ; G -. L"F c T 1-/4" PEP - FOOT TOWARDS THE • OUTLET. ■,,. • 6" MIN. Sc WATER HEATER DRAIN PAN 24" MAX DRAIN LINE MUST I Lt<MINATE GR FINISH OUTSIDE THE HOME. GRAAM DE • • • • FIGURE 8.2.1 WATER HEATER DRAIN INSTALLATION. 91.1 054.00o • } • • • • • RIM JOISTS WATER LINE, WATI3 LINE T • -/I/l1!/11/1111/N///1/!l/1I11/1111d.. APPROVED WATER CONNECTOR • ) I. USE WATER CONNECTORS SUPPLIED • OPTIONAL INSULATED BOX BY MANUFACTURER WHERE APPLICABLE. o FEDERAL MANUFACTU > ATTACHED TO EACH FLOOR FroUSw CONSTRUCTION JOIST WITH(1)itSx3"WOOD • 2. IF FREEZING CONDITIONS EXIST,WRAP =l &SAFEITST IUMARD S • SCREW ;CONNECTION WITH INSULATION. Q4 a a • 1/31/2007 • FIGURE 83(a) • WATER LINE CROSSOVER GONNEGTION WATER UI� WATER UNE• • MIN; RIM JOISTS ;�'�� 1 idi STEP I ►��II! �la■It� Vii, . • • FLARE WT • FULL UNION RIM.JOISTS WATER UIE WATER LINE_-• • STEP 2 01 11) OPTIONAL INSULATED BOX NOTES; --__---------------y--J ATTACHED TO EACH FLOOR I. IF FREEZING CONDITIONS EXIST,WRAP JOIST WITH(I)#8x3"WOOD CONNECTION WITH INSULATION. SCRFJ"I FIGURE 83(b) WATER LINE CROSSOVER CONNEGTION (ALTERNATE) 92. 54.0k • • • • (2) Ibd NAILS INTO FLOOR JOIST 2x3 LUI3 (MI ER MN) . (2) 16d NAILS `♦ 2x3 IMIN � , 0 i DRAIN PIPE (2) 16d NAILS INTO n FLOOR.JOIST • (2)STAPLES OR SGREPIS EACH SIDE • 6ALV.OR ALUM.STRAP 16d NAIL 6ALV.OR ALUM.STRAP (2) 169Q.-l/Ib" x 2"STAPLES .tJ`. 2)8 LUMBER(MIN) • EACH END , OR(2) Ibd WS ��� DRAIN PIPE r • • 6ALV.OR ALUM, STRIP • (2)STAPLES EACH • • SIDE • • 2x3 (MIN.)R�MIN • FIGURE 8.4 . • • DRAIN PIPE SUPPORT METHODS SECOND STOOL DROP SHIPPING CAP • -. - • - • MAIN STOOL DROP \. • STRAP SUPPORT --..\:. (4"-0'oa,) TYPICAL CtONN6GTIN6 WE AND FITTIN65- (NOT SUPPLED BY THE MANUFACTURER) lr.J IT g 1 'I . w rftiJnEr'� p . i ±le..)�� @ J.-r�P..51R JGTIQI�I L L, sa.NCARDS , MI APPRON 4tMAX INTERVALS I 8 ASTOMER C :3 J 5 0 ' 2 0 tzt GOUPLB2 = .. CL FIELD INSTALLED- - FIITII�65 TIE - �SLOPE I/4'PER FOOT I SYSTEM' SELECT TO TO SHAER . SUCH A5 P-TRAPS IN TEE• `SITE FLOOR,HAVE BEEN PROTECTED . , WITH INSULATION BY THE MANUFACTURER. INSULATION KIST BE REPLACED IF REMOVED FOR ACCESS TO ( FIGURE 85 • THE P-1RAP. ' DRAIN PIPE SLOPES FIGURE 8.6 . • AND CONNECTIONS CONNECTION TO SEWER �L %b 2 93 • . HOME • ---131TH . _ „� ,■� a GAP 4 CHAIN - • [11}11------1 ■I ail�I� SLOPE I/4'PER FOOT SUPPORT STRAP 4'MAX.INTERVALS • FIGURE 83 - . . f DRAIN"LINE CROSSOVER CONNECTION . • • . t_TT ZE R II : ' IT I • SEE DETAIL`A' • SEE DETAIL'e' INSULATED DRAIN LINE Ffl.00R J015T • 1-eEAM • • i 9JPPORT BLOCK . ' " `R-4 INSULATION • . ABS DRAM LINE •+ ti + .�-D E�F.A1- f;11 Iy1 ��u i o L ', DRAIN LINE E�PROTECTION. ` �y t�/,4 'O=,1,,i-roARDS I PI6URE&S C.. - v C) DETAIL 'A' pETEIL re'JUN 0 1 2000 az o- FIGURE 8.8 c 20 . DRAIN LINE FREEZE PROTECTION 94 511.o2) - - DRAIN LINE • ? . I ABS OR PVC COUPLING CEMENTED FIGURE 8.q DRAIN CONNECTION (TYPICAL) REMOVE DUST GAPS BEFORE COMMIT% r dr , ri131 HALF I to vor `5u ®far auEdoor use) Typical :lack Pipe i 1111111APIIIIMUUttlt i I i i • bas Flow-- Listed C.ornecta- Typical Black Pipe I • Protective Rroteative Cop Gap • • • FIGURE 8.10 - GAS LINE CROSSOVER CONNECTION BOrroM SIDE • OF FLODR-rN `A" HALF - ;• B• HALF ! II WI I l w mumnnnul I l I I • 605.Flow--> Flexible Connect csT ical Plping Protective • III Protective FACTURED Cop W Plug Q roouslNE corrsTRUC'iyoN • V SAFETY STANDARDS �� • • CI MAY-2 0 2003 - a REMOVE DUST GAPS t'[ a. BEFORE GONNEGTIN6 c= 7 a. ....c ( . - FIGURE &1I - GAS LINE CROSSOVER CONNECTION (ALTERNATE) . 95 • s-4,.4,. - • NOTES: I. COLOR CODED WIRES(RED, BLACK,WHITE,AND GREEN) SUPPLIED BY OTHERS. 2. GREEN MIRE GROUNDED TO FROM ELEG EARTH. TRICAL SERVICE CLAMP TYPE SERVICE HEAD 18"MIN. ROOF LINE FIGURE 8.12 TYPICAL OVERHEAD FEEDER ASSEMBLY • LISTED METAL RACEWAY OR LISTED RIGID NONMETALLIC CONDUIT WITH COLOR CODED WIRES TO JUNCTION BOX o o DISTRIBUTIION PANEL(WIRES (SUPPLIED BY OTHERS) SUPPLIED BY OTHERS) toLvoi,./121. eat o omits LISTED METAL RACEWAY OR LISTED BUSHINGS RIGID NONMETALLIC CONDUIT WITH COLOR CODED HIRES(SUPPLIED BY OTHERS) BLACK,RED, $ WHITE HIRES TO SERVICE PANEL BOX GREEN WIRE GROUNDED TO EARTH NOTE_ TIE GREEN WITH GREEN,BLACK WITH BLACK,RED WITH RED,AND WHITE 1I:—tI 11'"I1:= WITH WHITE USING APPROVED O FEDERAL MANUFACTURED D 1=11=11- U HOUSING CONSTRUCTION':I I Wr" CONNECTIONS. &SAFETY STANDARDS 73 02 0 � o 6/6/2014 FIGURE &.I3 TYPIGAL UNDERSIDE FEEDER ASSEMBLY 96 54.05 - Table S.14(a) CONDUCTOR SIZE • • 515 VICE WIRE SIZE CONDUIT AMPS FEEDER GROUNDING CONDUCTOR 517E • COPPER ALUMINUM COPPER ALUMINUM 100 #4 112 #tg #6 1-112" • • 125 412 #1/o #6 #4 2" 150 #i p2/0 #6 . 144 2" 200 #2/0 0•/O #6 #4 2' Refer to notes 1 and 2 for minimum box size. Conductor types: RH-,RHH,aZ1-114,-THHN,TN1^! TF#^ltl -XH1fN Table 8.14(b) • JUNCTION BOX SIZE Notes: I. For straight pulls,the length of the box shall not be less_ • than eight tunes the trode diameter of the largest racewoq, FEDERAL MANUFACTURED CZI • Q HOUSING CONSTRUCTION 2. For angle pulls,the distance between each raceway entry &SAFETY STANDARDS !-s"$ Inside the box and the opposite Noll of the box shall not be less than six Umes the trade diameter of the largest 1Z NOV 0 7 2002 • s� • Note:- For angle pulls,If one of the raceraoy entries is . • 2• atC - 'opposite•a cover,the distance between the entry and the cover may be less then indicated above, but shalt not be less than given In the fotloritng table: SIZE OF CONDUCTORS DISTANCE,RACEWAY TO BE INSTALLED ENTRY TO COVER Awg•Olt NIGM la • 4a 2' • 2 2-1/2* 1 3" 1/0-2/0 3-1/2' 3/0-4/0 ,I." , • • 250 4-1/2" 900-350 5" 97 C.,543ito v 0 MAIN PANEL 111 : MAIN PANEL i1 METER ENCLOSURE- III J j METER ENCLOSURE-� I' I j, GROUNDING ELECTRODE---, GROUNDING ELECTRODE— . OVERHEAD ENTRANCE UNDERGROUND ENTRANCE = E BRANCH CIRCUIT SERVICE -� PANNEL HEAD I STRAP-- l ``•I ENCLOSURE LISTED EINAY OR MAIN DISCONNECT LISTED GROUNDING NONMETALLIC ELECTRODE CONDUIT EXTERIOR METER/PANEL BOX COMBONATION ENTRANCE BELOYV ROOF LINE MAIN PANEL ENCLOSURE SERVICE ENTRY BONDED TO ml:GROUND BUS BAR ,- n ENCLOSURE��� , NUETRAL METER Li BUS BAR ENCLOSURE DIII ----------METAL CONDUCTOR------7 CHASSIS BONDING WIRE GROUNDING LUG f ON CHASSIS GROUNDING ELECTRODE 0 FEDERAL MANUFACTURED D V HOUSING CONSTRUCTION V TO GROUNDING o &SAFETY STANDARDS xi ELECTRODE ¢ 02 < d' 0 61612-01-4 FIGURE 8.15 TYPICAL METER BASE INSTALLATIONS AND GROUNDING 98 54.07 . I • FISH GABLE THROUGH PRE-DWI I FD HODS IN WALL STUDS TO RECEPTACLE BOX . SECURE WIRE WIT IN I2°OF BOX RECEPTACLE ON INTERIOR 4 RECEPTACLE PARTITION OR EXTERIOR o WALL OF MAIN UNIT IN WALL . 3 . . -f . . 01 . . f • • . • . . • . , . .„,„:. • . • . . TO ENSURE CIRCUIT CONTINUITY,CONNECT MATCHING COLOR CODED . WIRES WITH APPROVED SPLICING DEVICES OR METHODS PER NEC. • • • • FIGURE S.I6(a) - - •F[ FCTRICAL CROSSOVER (ALTERNATE) • •• • • GRamp sGrT^t . FROM MAIM PANEL TO.SUB-PANEL _ OR CIRCUITS . • jill''■•"*0*LomMiglid. 'r M . uript. . -..-_--4 ma&'. ON• . . . . . . . • BOX . • 111171M11111111111171 1110111111111111111171 1111 111111111111111111111111711110• • APPROVED CONDUIT EDERAL MA`U:ACTUrED 1'. ( T'A5 REGJIRED).cm HOUSING C:CNSTRUCTION SAFETY STANDARDS RDS ONE&RamD HIRE(PIGTAIL)UNDER EACH GROUND SCRI:WW. t JUN C) I Z000 l , . 2. JUNCTION BOXES TO BE INSTALLED BY MANUFACTURER. S. To ENSURE CIRCUIT GONTmMIITY,CONNECT MATCHING.COLOR CCD . HIRES WITH APPROVE SPLICING DEVICES OR METHODS PER NEC. 20 - FIGURE f3.16.6:;) BONDING OF MULTI NIDE CHASSIS ' • 99 • a '1 'O, • • HOT L ONE GROUND ME(PIGTAIL)UNDER EACH • GROUND SCREW. • • 2. ,UNCTION BOX TO BE INSTALLED BY . • MAN)FAGTUPE . • 3. TO ENSURE CIRCUIT CONTINUTY,CONNECT MATCHING COLOR CODED HIRES WITH RECEPTACLE OR APPROVED SPLICING DEVICES OR METHODS BOX PER NEC. . GROUND SCREH • FROM MAIN PANEL MY mrreilmri ,1 {III APPROVED CONDUIT . METAL JJ ICTION BOX (SUPPORT AS REQUIRED) FIGURE 6.I6(c) • 'ELECTRICAL GRO550 VER.(ALTERNATE) C ; .• • • . • I. NM HIRE TO BE FIND CONNECTED- 2. 'TO ENSURE CIRCUIT CONTINUITY,CONNECT MATCHING COLOR-CODED HIRES HITH •• APPROVED SPLICING DEVICES OR METHODS • PER NEG. I I . FROM MAIN PANEL l' BRANCH CIRCUIT CONTWATION • 1 IHRELEOR A*11ONBOX • SIB WAS Y'�TfEIN 12'�OF BOX• . -. _ difir MARRIAGE WAIL FEDERAL MANU=A TUR M n( HGU NG CCNSTF:ti.CTION, . �� &SAFETY"s T ANDARDE . cp • . 1111r ling = 20 crc • • ( • FIGURE 8.I6(d) . BONDING OF MULTI-WIDE CHASSIS • 100 Sli ,09 i NOTES: I. ONE GROUND WIRE(PIGTAIL)UNDER EACH GROUND SCREW. • 2. .UNCTION BOX TO TO HAVE A BLANI:COVER INSTALLED AFTER WIRING 15 COMPLETED. 3. TO ENSURE CIRCUIT CONTINUITY,CONNECT MATCHING COLOR CODED HIRES WITH APPROVED SPLICING DEVICES OR METHODS PER NEC(I10 110-140,). • • • •• NM CABLE FROM NM CABLE FROM "B'SECTION 'A'SECTION • • • • • • . METAL JUNCTION BOX • • FIGURE 8.16(e) • f' • • "ELECTRICAL CROSSOVER (ALTERNATE) • • _ INSTALL COPPER WIRE IN 6ROUND•LUG ON _ OPPOSING CROSSMB.IBER AND TT6HTEN FIRMLY. • • • • GROS5MEMBER"A'UNIT " E7UND LUG • • • CROSSP R"B'UNIT • • 6ROIR46 LUG • FEDERAL MANUFACTURED © HC7U1NrG CC"STI:UCI"ION I� . tr SAF[TY's i r�NCARCS , • *3 COPPER MIRE • CD 20 .:c • FIGURE 8.16(f) • • BONDING OF MULTI-!^FIDE CHASSIS 101 Sti,ln • v NOTES: 1. ..UNCTION BOX TO TO HAVE A BLANK COVER • INSTALLED AFTER HIRING 15 COMPLETED. STUD ��� NM CABLE FROM A°SECTION ri . a E PROT ::w1WT R METAL.i1NC11ON BOX NM GABLE --- fj SECTION aotrsata ca�isrxuEcaT�, $SART(STANDARD'S x QA .2 a a . /131/2007 FIGURE 8.I6(g) 'ELECTRICAL_ CROSSOVER (ALTERNATE) COUPLING SPLICES: • I ORIENT THE SPLICES 50 THE MATING OGKIFlG TAB ENDS ALIGN NUTH EACH om g SHOM• :„....„........ ), IN TIE LI EITIIF2I:, 2 SLIDE THE SPLICES INTO EACH OTHER UNlTL THE LOCKING LATGi IE$ENGAGE 7I • -LOCKING TABS.ONCE COUFtED•1}E p SPLIGI S ARE NOT'TO BE UNCOUPLED. LOCKING HATCH THIS COMPLETES THE ASSEMBLY OF THE GABLE SPLICING DEVICE. •• t <-- .1441‘,,4..s44%... ' MOUNTING SPLICES: X I.COUPLED SPLICES SHOULD BE HOISTED TO-51005i JOISTS,OR POSTS WITH 4c1 COITION NAILS. • 4;0/ • • • 41*.r. e MATING PAGES GAVfION Do NOT USE OVERSIZE NAILS OR DRIVE NAIL HEADS INTO \ SPLICE; a DETAIL OF SNAP-LOCK DEVICE CAUTION DO NOT UNCOUPLE SPLICES \ ONCE THEY HAVE BEEN MATED. i • CAUTION DO NOT RE-USE SPLICES • FIGURE 8.I6(h) • ELECTRICAL CROSSOVER (ALTERNATE) - 1oz 54.11 • • ■ f\I I I ILIIVIL' DVILLJGRJ VV CO I NOTES: I. HOME MUST BE SECURED IN PLAGE BY AN ANCHORING SYSTEM OR INSTALLED ON AND SECURED TO PERMANENT FOUNDATION. 2. INSTALLATION OF SERVICE EQUIPMENT MUST COMPLY WITH ARTICLE 250 OF NFPA 70-2005. 3. EXTERIOR SERVICE EQUIPMENT OR THE ENCLOSURE IN WHICH IT 15 TO BE INSTALLED MUST BE HEATHER PROOF AND CONDUCTORS MUST BE SUITABLE FOR USE IN NET LOCATIONS. 4. CONNECTION OF GROUNDING CONDUCTOR TO SERVICE EQUIPMENT MUST BE PROVIDED AND ROUTED TO THE CONDUCTOR OUTSIDE. 5. BONDING AND GROUNDING OF THE SERVICE MUST BE IN ACCORDANCE WITH ARTICLE 250 OF NFPA 10-2005. 6. THIS DETAIL SHOWS ONE METHOD OF GROUNDING THE SERVICE EQUIPMENT AT THE SITE. OTHER METHODS ARE SHOWN IN ARTICLE 250 OF NFPA, NATIONAL ELECTRICAL CODE. 1. A RED WARNING LABEL 15 TO BE MOUNTED ON OR ADJACENT TO THE SERVICE EQUIPMENT WHICH MUST READ: WARNING - DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE(5) 15 INSTALLED AND CONNECTED (SEE INSTALLATION INSTRUCTIONS" MAIN PANEL BOX i UTILITY SERVICE IN HOME / ENTRANCE CABLES SERVICE ENTRANCE -I MAIN - (METER BASE) NEUTRAL GROUND BAR /BAR O NEUTRAL BAR BAR CO GROUND TO 0 FEDERAL MANUFACTURED T METAL FRAME U HOUSING CONSTRUCTION.1 &SAFE ISTANOAFtDS 02 m a v 6/6/2014 WHITE - NEUTRAL / COPPER GROUND BLACK - POWER SEE CHART ON BLACK OR RED - POWER TABLE 8.14 FOR GREEN - GROUND SIZE. RUN ALL FOUR INSULATED WIRES IN CONDUIT TO CONDUIT IN HOME - ' CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL WARNING: MINIMUM 5/8" DIAMETER MANUFACTURED HOME FEEDER CONDUCTORS SHALL x 8'-O" LONG IRON CONSIST OF A PERMANENTLY INSTALLED FEEDER ELECTRODE CONSISTING OF FOUR INSULATED, COLOR-CODED - CONDUCTORS THAT SHALL BE IDENTIFIED BY THE ELECTRODE SHALL BE DRIVEN FIELD MARKING OF THE CONDUCTORS IN ACCORDANCE TO A DEPTH OF NOT LESS THAN WITH THE 2005 NATIONAL ELECTRICAL CODE. DO NOT 8'-0" SO THAT AT LEAST 8'-O" USE A THREE MIRE FEEDER SYSTEM THAT DOES NOT OF THE ELECTRODE 15 IN CONTACT CONNECT TO THE GROUND BAR. IT IS ILLEGAL AND WITH THE SOIL. WHEN ROCK BOTTOM UNSAFE AND MAY CAUSE FIRE OR SERIOUS INJURY. IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED BE SURE TO KEEP NEUTRAL AND GROUND SEPARATE. 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT SEE TABLE 8.14 FOR WIRE SIZES. FIGURE 8. ] LEAST 2'-6" DEEP. ELECTRICAL FEEDER AND UTILITY SERVICE CONNECTION 103 54.12 CHAPTER 9 -FINAL INSPECTION • Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly Place special emphasis on the following "checklist" items: • 9.1 Water and drain systems. All water and drain systems work properly and do not leak. 9.2 Appliance function and operation. Appliances have been tested and work properly. 9.3 Windows,doors and drawers. All windows,doors and drawers work properly. 9.4 Exit windows. One window in each bedroom is designated as secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instructions. All .shipping hardware should be removed and the window should operate as explained in the • window manufacturer's instructions. 9.5 Exterior siding and trim. There are no gaps,voids,or missing fasteners,and all seams are sealed. 9.6 Stack heads and vent pipe flashings on roof. All stack head or vent pipe flashings are • properly attached and.sealed. • 9.7 Composition roof. All shingles are properly attached,none are loose or missing,and all holes are filled. 9.8 • Skirt venting. The skirting around the home has nonclosing vents, located at or near each corner as high as possible to cross-ventilate the entire space under the home. The free area of these vents must be equal to at least one square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens,slats,Iouvers,etc.,used over the open vent area. • • 9.9 . . Low-hanging trees and bushes. If there-are any low-hanging-trees or bushes near your home, - trim or cut them. Think about the plants'possible movement during windy conditions or under snow or ice loads in limiting their future growth. . 9.10 Exhaust fan operation and air flow.. Check all exhaust fans for proper operation and air flow. • FEDERAL MAiti(J 1 1 RED. 9.11 Bottomboard. Carefully inspect the bottom covering of the liiiialiJ.� aMgiiisa)m installation of pipes or wires. Seal openings around the floor fi imeter,pipes or pipe . •.7.ers and splits or tears-with weather-resistant tape. See bottombol m c C e> chic and repair instructions for proper methods(separately provided rritii this manual). Ci.. 20 104 • 7 � 9.12 Ground cover. Repair any cuts or tears in the ground cover with tape. 9.13 Anchors and straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. ' 9.14 Interior details. Inspect for,and correct,all interior finishing details,such as loose molding, carpet seams,etc. • The retailer's representative should inspect the home with the homeowner,give the homeowner a copy of the Homeowner's Manual,and brief the homeowner about maintaining the home. • • • • • • • • • • \ j • • • • • • c HOUSlpG CC,•Y,;T1:U:`TlQJ�! • • tr FFTY STi.N RDS LA,� • 9 JUN 4 1 2000 • 20 c • 145 f)vI • • CHAPTER 10 - RELOCATING THE HOME 10.1 Relocation of the home. If it is necessary to move your home, HAVE IT MOVED BY A PROFESSIONAL MANUFACTURED HOME MOVER, MAKE SURE HE USES ENOUGH TEMPORARY WOOD BLOCKING;and check the following items: 10.1.1 New Zones. Check the roof and wind load and the temperature requirements at the new location. If the new requirements are greater than those shown on your home's compliance certificate, check the cost of adapting the home before moving, Otherwise, any resulting •damage will not be covered under your warranty, and you may be held liable for any • failures. Check with Kit HomeBuilders West,your home retailer,or a qualified manufactured home mover about making these home improvements. . • 10.1.2- Tires and axles. -Replace any removed tires or axles as required by the manufacturer. Be sure that tires are inflated correctly,have at least.1/16" tread,and do not have any cracks or splits. Check and repair bearings and brakes as necessary. 10.1.3 Appliances. Secure appliances to prevent movement during transportation. • 10.1.4 Dust.caps. Place dust caps on the ends of all pipe connections. 10.1.5 Blocking during storage. Any home placed in storage,including those on sales lots,must be g g g immediately blocked under-each I-beam for anticipated roof and floor loads to prevent excessive deflection and possible structural damage. Follow the blocking procedure specified -in this manual or consult a registered professional engineer. 10.1.6 Transit of furniture and.belongings. Substantial damage may result if furniture,personal • belongings,setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER YOUR WARRANTY. • 10,1.7 l%xultisection-homes.- Re-install temporary structural'supports and bracing materials before moving the home.. Cover open sides of sections with weather-proof materials such as 6-mil • plastic sheeting. After the sections have-been separated,secure 2" x 6"shipping braces at the • front end and in the axle area. Place ridge beam supports in open areas at a maximum of 4'-on center. . • "FEDERAL MANUFACTURED CO HOUSING CONSTRUCTION - ♦ d SAFETY STANDARDS ILO " • • - t=1 MAY 0 5 2003 cCi) Q (_ . OC 7 JCL- 106 • S4.ti5 ... ..-, • ON EAcH SIDE OF THE CUT SILL • END WALL STUDS PLATE ADD A RETROFIT FOUNDATION ----''',..,,,,,,........ ANCHOR (SIMPSON UFPIO OR EQUAL) END WALL BOTTOM PLATE • FLOOR DECKING ---.., RIM JOIST --............,.....,.,, -- , SILL. PLATE 12" MAX 12" MAX C- A • PERIMETER ' FOUNDATION • .77. 4.e-fp . . ' • - • • • * g , :.-,. . ...-...;'.'s : .t.:is"!....:.-.•.; WALL P 4••""•:!.. .I* .7.••Y• '?:'."•••■f.•••.:': g.... ,.., (CRAWLSPACE .!. ;:l....c.s..? •N..... . P. 'il%,.;C:•....`,.... . • • • .:••• •'..— 0 0 OR BASEMENT) ?..... - ' ••• .- - :x.:-:::-- -. . •-•••••••• s • .. ••.: • • 3. .., / • .....f,/?!:•—:::1 le:-...-.1 ') '.. •--% J-• . OUTRIGGER ' - - -t...•:e.•:;-1• ',...'1-'!:::"i'AIIIIII i"..'.;-.4,:' `. •••••••'. '4*-1::-;'1.•-• . SUPPORT •.x:•••:.>:>-*.' *i••••••-:•- ... -.. .• ..;•.‘%•:,..'s•-- 4 • ' .'.-4::•a..'•11'. :.•••:.-..•-.-.i.i-.'s•f .... 4:..••:: •... :•;,•.'.Is..**.r4:•-•:. . ."•••""•: ■ 4 ‘--i ::••M.':.'.."v.f,•:t:•:''-• . N a . •".;2..4-•..••6•4•''..•.:,.-NOTCH -, : ---•,-: • =4••:-... -;:.• ,a'-••;.: -ke•i:A.1:f•-'.*•.• -.:,.•:;••.;;.'ti i1•",..s...----:j:-"-::';.'= ''..'''.'.....-:-.••.:.1...,...",..::;..:•,.:..«j .'. VI ' ..;.';" ..-•‘`• *-If::-..-1•.:" MAX t-'4.•!"1."`,-4-.4...*:4-'•*?•-.;::7:-...r....11-P-3":.--..:" .I- •',.:-''4'•;44 ,•■•-:.* '..'-. --- r.-f ': -.{-.- c...—.--...%:...i %."..'44'4,i•••'‘.:.-*7'. .:.-....,-. s...., ..:V.11:1.7.::...'..:•,..!.:.....Z.t:.f.:.:•.•1..;.., "'....:,.......0-•*"1••• • .;r i':.•*"::....... s r''..:. .::. i.:J f...,. -. ::•.'. ....::,6 ,-1 ..:....A i.--5., ..., ...1. -, v. .,,,,,-...::-.-.......,.,-.....••.--...• ,.. . .- ,•:---!--.,....; -: ...d.:zy.-:....:-.... -.:-r - .,;.::,.v.:.g. ..:-...:-- ;,;:.'•7.=4;• 'a ....,;;...,.....-k,:-,......,;•.:••::; ......7,.t ''' •'. .•••:,t 4'-.•/%.-'-'..4.'....%4 '• -i ".. ..:-...''- --.:... •1.--z .W...:J.% -..-.r..;....-„:.:; ' ''::-0 -,•:•1.-4.:Y::•= 1....;"'::.,!•:1.:•17n?..7..t.-..i--: ..., .1.: ..s".•:1..-•:.--1-• , ....s.......•..........=%•-t.•. ....,1 0—: . . •'- . 10" MAX. OR TO TOP OF ...- . . f.K... REBAR. WHICHEVER IS LESS (REBAR MAY NOT \ • • BE CUT) • • . . . FRONT OR REAR ENDWALL . , . . . . .. _ . ,.., . • . • - ''''' DO REG/ '''' . . - • -FLOOR DECKING - . - •• •• ,,,o,a,tt.........,c,s>.•-% • ,eIv-- r nil _ _......&... ...„„ei.....1, ...... . FLOOR JOIST • • : (5'..osZ`v. -°10.--( --- i LI i•-, . -24 0 : 10•••-•- iii . - : • • • ,, -. . • 1 i 26527 :-. , FRONT/REAR ztct. CROSSMEMBER •- dr,i` rIPTIO11111,4•„-N.,411110--- A . 1 -- LONGITUDINAL . 111 mrri•rr. OUTRIGGER •---.;,,7?hiFki,-.: ,;:,' • • - I-BEAM % •...7.-e ' . . _ • -- . - - e 4'iwt.4.;•••• . • '',.'-'%* .4'. • - . NOTE If your home Ts to be placed on a ."9...N.;0'..:•:" permanent perimeter foundation wall (stem . ..e•-• (...• • 1 V .......:4.,..:..r.-• wall for crowlspace or basement wall) a notch • •*:.U.---,7- . . . must be proided to allow for the outriggers I.:.-4-,•,.,,,::. • which ore located on the front and rear of FEDERAL MANUFACTURED CI ....•%.,..-.5:::...--, the chassis. . HOUSING CONSTRUCTION Lii &SAFETY STANDARDS . • ..--. •-•-" - C-) >1. •I ,:..t".•. . ,..... ''.•.:;;...•:-:it cA MAR 0 -5 2001 ,...... ,...::,,f-,..!.i„... = ..--.-:;-:;.--,-- • -....•- -• .......-: c:r ri. •;• -, .. 1.•: .-.. . , INSTALLATION INSTRUCTIONS SUPPLEMENT -.. , FOUNDATION NOTCH AT OUTRIGGER LOCATION 1 . . , 54.16 . • • 107 • r f HOUSI4d CO STwxnDN.Q &SAFET(STANDARDS FLOOD LEVEL,FLOW, AND DRAINAGE TEST ADDENDUM < 11 g 4/1412006 FIXTURE TEST 1. • This test is performed after the plumbing fixtures are connected and the unit is in level position. 2. Cap off the drain outlet(s). 3. Plug lavatory basins and all sinks and fill with water to approximately 3" deep. 4. Empty all basins and sinks and allow the drain to fill with water. Fixtures on same drain line to be emptied at the same time. 5. Allow trapped air to escape through tub/shower drains. • 6. Plug tub and shower drains. 7. Finish filling system to rim of toilet bowl. (Do not fill through toilet) Fill through washer drain or highest fixture. 8. Check for evidence of leaking in all fixture piping below flood level of the highest fixture filled if no toilet bowl is installed. 9. Drain system to sustain pressure for a minimum of 15 minutes without evidence of leaks. 10. Inspect system for leaks. Pay particular attention to the-connections of the toilet at the floor line. 11. Remove the cap on the main drain outlet and drain plumbing system. 12. Fill the toilet tanks, flush and check for evidence of leakage at the floor and toilet/bowl connections. (This may be done at the same time as the fixture test.) 13. Repair leaks if required and perform test again, if necessary. 14. Run sufficient water, approx. 1 gal., through washer standpipe and check for leaks P-trap. • • • 107.1 • 54.16.1 • OiIMIUFACRIRED KIT HU MEBUILDERS WEST LLC • Set-Up Manual addendum - . 10/3/2008 Ignition Resistant Construction System Regulations for California.Wildland Urban Interface Fire Areas. For the State of California only,the department of housing and community developments (HCD)proposed emergency regulations that affect the exterior design, construction,installation and alteration of any new manufactured home designated for installation in Wildland Urban Interface (WUI)Areas in California.All homes being installed in these areas,as based on local authority and or maps provided by the State of California,shall be built to the DAPIA approved design as provided forth with.Each home completed shall have an affixed label that indicates all materials - used for construction along with the IPIA information as shown on the following page. Each home intending to be installed within a WUI Area shall be certified that the ignition resistant construction system is installed in accordance with the DAPIA approved design by the IPIA.Following the certification of the ignition resistant construction,system,a copy of the • completed certification label shall be provided to the dealer/customer applying for building permits. • Set-up contractor and or owner builder must set-up home in accordance with this set-up manual and the requirements of the local or state jurisdictions accordingly.Before starting any site work,Kit HomeBuilders West recommends to the party setting up home to obtain information from the State of California regarding the requirements of Wildland Urban Interface areas under the requirements of Title 25,California Code of Regulations, Chapter 3,Article 2.3,and Title 24, California Code of Regulations,Part 2, Chapter 7A,Materials and Construction.Methods For Exterior Wildfire Exposure. • • • • • • • • • Page 107.2 54.16.2 .. g; 11,,, 11 T • V. , _..,1 18 0 , : C'k' 01 - E ... II 4 i .) 18 t tl 1 P . ki NNNT : , 3 ,... § \\........-..., . ) 11* , coci2g2 8. zz n z ii ,tu 0 V-7 v , .;._ c . . .._ 0 i . . •• ..... 1,1 :„. . . . 'x •ut.t. •1:11 ' :gf • 'Tr . [ If. 'x):0:4 tr-V • '/, .,■_ -:- :•:1 . ' • 108 54.16.3 U PI % ° ~ el„. I-le i al 1 P 8 1 III w F�F�� � - �k R ^ply 4 4 gi04011% z a U o i FOr'-Q�- Nu ep mgt Wli) I- Pl- il 1 ago h 1411 o -r c"�. z ill 1 , oa a of E }i n< Y zQ I1 O w g z • < • ;0 A N _ I R- 1, i p0.- a CC Opy q �a9 s _ 5►- "_ "N ow U33N/ p� � �� 0212$0111101! $"Pielt4DAV.00 g' Le 14 (- 33' i § 1i ii iiMPOTTIrEer01111421111dRNIN (5 1-' 2 r('' ' Ill- h 11 " 4q 1,-,9. P Wg ii ima 0 91 te, (,12 .z. .7, \_:, ,,, , o ) _ 4,• $[ :lig, i 'Wil- 1 � REGI E kG . z z z g a N" um • E a $Q .R .1111 et mro v•v- leeee I• NI N h 9p OEI 1er. X APPROVED I a 2' t I I 1 I ' g P t-0 ate ° P N.9VEI _ z WWI z G v F. 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W-- ��Qz ooad � Q i _ --InDLI4 i:LE I 1 W �: 1 ! • , a NI O .I;i i 28p 0, Em z i \\\\\\: �� �. 8 wvz ...I i ' O 190 Igim _ ; 2‹SAL < _ a F F a9 z K WaIf z '....l -1 \\ \\J t*-4l, l< 4 1 P i 1 W g 11 r 1 F 1° © Nib” ib-t 1' ', 0 ■ I08.3 54.16.6 n ,*".7 71- -----c: Technologies, Inc -<. 1.67 Swan Ave • Hohenwald,TN 38462 • (800)284-7437 • www.ohvertechnologies.corn• Fax(931)796-8811 Installation Instructions for 1100 "V" Series All Steel Foundation Systeni`� iainrertuxf ,�� ip1iw t� i�i14 .�y+x I 1. 2110. c . a _.ar c N.Z7 ltd• '-.� '`e- •��''�V r,,,I -t l �`• Y?►, , .. :� 'f il[A �`� tOrrt�ut:ttt� SO; t ,.,*• • i}b r':. y . , ¢ -A f �l'z 'Fw a4; y „ ' y SN 1 .SAC•-1,:".:„:46i....-s-itvi. ,...e.,‘„,,',‘,,,.,-,,,,_.r:.:. ..-7.1...,,,,,,_‘. ..,:,..::,...,...:::,....,;,-,.... ...,,,,, ,„, . . 4 k7.„.„., 14.is4.7tiomisio... ... ..��t rr,. �; T".k:, ri. •• . .'''. ii • * b • ri I9 . • • - • - 9/29/2011 • Revised 01.1.11 PATENT#6634150 and other patents pending Page 113 109 54,tta.1 1. • 7\, , - 467 Swan Ave •Hohenwald,TN 38462 • (800)284-7437 • www.olivertechnologtes.com • Fax(931) 796-8811 . Installation Instructions for 1100 "V" Series All Steel Foundation Systetif . • SPECIAL CIRCUMSTANCES:if following conditions occur-STOP!Contact Oliver Technologies at 1-800-284-7437 for further instructions: - • • a) Pier(system)height exceeds 48" b) Roof eaves exceed 16'. c) Roof pitch greater than 7/12 d) Location.is•withln 1500 feet of coastline e) Soil conditions less than 48•f) Thick•and wide I Seam attachments are available. • - INSTALLATION OF GROUND PAN FOR DIRT SET(IV) - • 1) Remove Weeds and debris in an approximate three foot square to expose firm,level undisturbed soil or controlled fill for each ground pan.The 1100 V Pan is equivalent to a 21 x 21 footing, Top of ground pan(C)must be installed at ground level or per local juris diiction. • 2) Place center ground pan(C)directly below chassis I-beam. Press or drive pan completely into soil-untll fkish with or below soil. SPECIAL NOTE: The longitudinal"V'brace system serves as a pier under the home and should be loaded as any other pier.It is recommended that after leveling piers,and one-half inch(112")before home is lowered completely onto piers,complete items 3 through 7 below. - aaestwwwureCTUREDt HOUSING INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM Q e SAFETY i 3) Select the correct square tube brace(E)length for set-up(pier)height at support location. o 09 8 PIER HEIGHT- 1.5' 9/29/2011 (Approx.40-60 degrees Max.) Tube Length 18'to 25,�'.,y 2�8' 0.75' • 30"to 44 44" L'-'.', :a .,;.14.--21-V-ZsT--.3-:-3::'4-?-1?7,"--Jc_A Mill PIER HEIGHT s the dimeaelon from the top of the pan to the bottom of the I-aam 0.75`1 8/18'Die (.6627 hole 4) install both of the 1.5"square tubes(E)into the"V'bracket(J),insert carriage bolt and leave nut loose-for final adjustment. 5) Place I-beam connector(9 loosely on the bottom flange of the I-beam. 6) Attach the selected 1.5'tubes(E)to the I-beam connectors(F)and fasten loosely with bolts and nuts. NOTE: The ground pan must be level in - --- ---- '•'.°-'-'b gi air+'rctiorra-!rrensure•the'ngfe•maniacs-onthe-ceeterpeint-corntector•are-correctfrmn the-horizontal•plane of-the-pan. The•angte-tsnotto - exceed 60 degrees and not less than 40 degrees..The"V'bracket(.1)is stamped with the angles to verify correct degree. Use proper length tube or cut and drill tube to achieve proper length. (The tube may be cut using any appropriate steel cutting method such as steel saw,cutting torch. etc. New holes must be drilled to the dimension and at the location as shown for part(E). . 7) Using standard hand tools,tighten all nuts and bolts. When connecting the brace tube to the model 1100-10-P I-beam connector bracket,tighten at least one and a half to two full turns past hand tight. INSTALLATION OF(LATERAL)TELESCOPING TRANSVERSE ARM SYSTEM(1100 MI) 8) Select the correct transverse arm(•).The 00'sections are standard.The 72'sections are used on frame widths greater than 99.5'. 9) Install the 1:5"transverse brace(H)to the ground pan connector(D)with the bolt and nut. . • 10) Slide 1.25'transverse brace into the 1.5"brace and attach to adjacent I-beam connector(I)with bolt and nut. 11)•Secure 1.5"transverse arm to 125'transverse arm using four(4)1/4'-14 x 314'self-tapping screws in pre-drilled pilot holes. . INSTALLATION USING CONCRETE (ICV) The concrete footer,runner or slab may be of any shape,Mai has a minimum of 2900 ca.in.,with a minimum depth of 3.5"(dry set)or 6"(wet set),at each system location.The surface of the footing shall be large enough to support the pier load and allow at least 4"from the concrete bolt to the edge .• of the concrete(ie.22"x22"x8'footer).The concrete shall be a minimum of 2500 psi mix(pre-blended sacked concrete mix is acceptable).Special inspection of footing Is not required.If the 1100 ITC transverse system,(D(War D)Wicket only)is to be installed without the use of the 1100 ILC(V) i longitudinal system(J(W or D)_bracket),It MUST be Installed within 18"of pier. . . - • - - NOTE: The bottom of all footings,pads,slabs and runners must be per local jursidictlon. • - LONGITUDINAL(V) - • . • . - . . - - When using the 1100 wet set J(W)bracket,simply install the bracket in runner/footer OR when Installing in cured concrete,use the 1100 dry.set J(D) • . • bracket.The 1100 dry set J(D)bracket is attached to the concrete using(2)112'X 3'concrete wedge bolts.Place the bracket In desired location.Mark • bolt hole locations,then using,a 112"masonry bit,drill a hole to a minimum depth-of 3".Be sure all dust is blown out of the holes.Place wedge bolts into `- drilled holes,then place 1100.1(0)bracket onto wedge bolts and start wedge bolt nuts.Take a hammer and lightly drive the wedge bolts down by hitting • the nut(Do not hit the top of threads on bolt).Complete by tightening the nuts. • . • f LATERAL(Transverse Arm) j For wet set installation set the transverse connector bracket D(W)into runner/footer at desired location.For dry set Installations,the transverse connector . •-- bracket D(D)is attached to the concrete using(2)1/2"X 3'concrete wedge-bolts.Mark bolt hole locations,then using a 1/2"masonry bit,ddNa-hole toe , - minimum depth of 3".Be sure all dust is blown out of the holes.Place wedge bolts into drilled hotes.then place transverse connector bracket.1(0)bracket onto wedge bolts end'sted wedge bolt nuts.Take a hammer and lightly drive the wedge bolts down by hitting the nut(Do not hit the top of threads on - . bolt.)Complete by tightening the nuts. Revised01.7.11 PATENT#6634150 and other patents pending Page1/3 109.1 54.Vb.% • , - . REQUIRED NUMBER AND.LOCATION OF MODEL REQUIRED NUMBER AND LOCATION OF MODEL ' •1100"V"SERIES BRACES FOR 4/12&5(12 • 1100"V"SERIES BRACES FOR 6/12&7/12• • - SINGLESECl1ON DOtNCE WIDES - 1AMLEW1DES • - • SINGLE SECTION - DOUBLE WI0ES' hhh wioEs 1, 1 i 1 hr Oi 111111' i ! 4 1 ® ' ni! itI' :111111111: • SINGLE SECTION DOUBLE WIDES ALL WIDTHS DOUBLE Y.IDES ALL WIDfl IS SINGLE SECTION DOUBLE WOES ALL IMAMS DOUBLE WIDES AU.WIDThS • ALL MANS - • up to 76' upto76' ALLWIDTHS up to 76' up to 76' ' ' • up to 76' - up to 76' '. ' I LEGEND: • • . • . (Length of house is actual box size) . • • . 1.- I - Approximate location of the system(See note H) • • . ' • 2.-[}-•-•Location of ASF Model 1100"V' (Lateral and•Longitudinal Bracing)or 1100 T(Lateral only) - -3•-De - Location of additional ASF Model 1100 T"V"System(Lateral only)for homes exceeding 76'In length or with roof pitch between 4.37/12(20 degrees) and 5/12,the additional system is to be installed at approximately the midpoint of the house and may be installed at either exterior beam.. 4.- ® - Installation of single wide homes require two(2)anchors per side located not More than ten(10)feet from each end(with a minimum of 3150 load rating) 5.-E;i.-• - Location of additional ASF Model 1100 T"V"System(Lateral only)for homes exceeding 76'in length,sidewall height exeeding 96'or with roof pitch between 6/12&7112 the additional system is to be installed at approximately the midpoint of the house and may be installed at either exterior beam. NOTE: a) Installation of the longitudinal system eliminates the need for the longitudinal anchors. b) installation of the transverse system eliminates the need for all anchors,diagonal frame ties and stabilization plates exc ept when noted. (Legend#5¬e C) c) All other home manufacturer's instructions for installation of stabilizing devices must be followed,including installation of vertical tie-down anchors,and mating line column,shear wall or center-line tie-down anchors.NOTE WIND ZONE It: ALL VERTICAL ANCHORS(NOT TO EXCEED 8'SPACING)MUST BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS! d) If the home manufacturer's installation instructions are not available,the home must be installed in accordance with any state promulgated rules or as required by the authority having jurisdiction. e) If bolts,nuts and tech screws are lost,they may be replaced as long as they meet or exceed the specs for OTl ASFS hardware. f) When the length of home exceeds 76',sidewall height exceeds 96"or the roof pitch is between 4.37112(20 degrees)and 5/12,add 1 transverse system (see location diagrams above)6/12:a total of 4 Transverse&3 Longitudinal systems are needed&7/12:a total of 5 Tra nsverse&3 Longitudinal systems are needed.(Longitudinal portion only required when longitudinal bracing Is required by home manufacturer). g) An alternative method using the 1100 CVD anchors(dry set)or 1100 CVW(wet set)maybe used on a footing size of 16"diam eter X 24'depth.These brackets are designed for lateral and longitudinal protection. h) it is recommended that the systems be installed at the 2nd Merin from each end of the house. However,they maybe insta lied at any location at least 2 feet,but not more than le the house length,in from the ends of the home . war V STATE OF MICHIGAN ONLY: As required by Section 1805.2 of the 200 Michigan Building Code,the depth of the footer shall be a minimum depth of 42 inches below grade.except that the authority having jurisdiction may approve a lesser depth based on known prevailing soil and weather • conditions,or as provided by the exception under Section 1805.2.1 of the Code. STATE OF ALABAMA ONLY: Maximum pier height is limited to 32'with pier defined in the Alabama Regulation as'that portion of the support system between the top of the footing and the bottom of the pier cap.' The State of Alabama emits the use of this H".• system to H-UD labeled homes. . _STATE OF NORTH CAROLINA ONLY: Li Tubing must be galvanized and,when I-Transverse Arm,I-Beam Connector_._ . :::-IrIP---.-. . • the manufacturer's Installation • instructions are not available, • _ • \ vertical wall tie-downs must be installed not to exceed 8-feet .• on center. (Wind Zone W F-'"V"Brace 1-Beare• STATE OF IDAHO.ONLY: -ter.,.. Connectors • • Concrete must be a • j H'-Transverse AhTn • Minimum of 8"m depth _ Tap(1.251• Bottom(1.5"} ill.Olt • • ••• - $111. • -- *.k%. ___----------r- .. 111 - . D-Pan Trarsverse Connector E-"V"BraceTbe ..... ..:••• " - (1.51 or D(W)or D(D)Concrete. •; -, Transverse Connector L• : < t' �, •467 Swan Aver 11:14EROL MANUFACTURED Hohenwald,TN 38462 . u 4 B-Ground Pan or i J_ Pan VBracltetor G &SArElYSrAMMDS �p (800) 284-7437 ro. C-Concrete Base(le -. J(W)orJ(D)Concrete- www.olivertechnologies.co ce o footer,runner,etc.) ori(D)Con 9/29/2011 "V'Bracket • ...TENT#6634150 and other patents pending Page 3/3 ae„isedor.f.r r - • 109.2 s4.cco.9 M '• f 1 i a !' v 171 m Ke DO F- X� f0}-�j �R �O F OvE mlVn li IP Rgea x -o�. __ ipgp Q-xxh •-gQdF Tv I-- �"4N Ll y O ¢F,,,p ;(1FOq �- 4 y) OWL Z ,-. -5 44.-- V 4 1 1 k. 0- ii _ -0- 62 0.-1 @ 11 r-Z5K al PLOT Ilg .4 P 0 zimia) 22,- M' 41 -q4,1E °P gggt 1 VJgotql d-"414 I. _ T 'Bq K AV , - z 5izitg ilm ERge,„ , ,..,_ od 4g. d a 4 Us-Y-2 ! t'- gOggei PI I-1 P m. W1gpg Elp14201p 4ridel VOA N. g--2 #Mm4 F,DlipQN2 VaPmp / E NWM0.0u. : ga, 1r x.-. Q01 gK ey41$ itlegW2repn R,ei -Epo M.44.< 1- . 0 m ,_ <0194 4 0,04pgn ilLio hq .1.5.JP2 b genti-p, .P) I--: -P . Mm 0 -AMB VW 2@ 1TyMW-Isinq=gegiM R.---gp .2.402 dgl 1-. ,I„, �QRgugn m hlmalb dill emIhrnifla� .fix'' w f`! In 'V' 1t1 .D 1� t0 O' _ (V 10 V'-fl 0 (Y j -v3� t 11 tt ° -A _= :: llIIIIIIIIlIIIl APPROVED 9 n ._. I iimunq i! ^Lc- a o- o N 3W u�, A llllillllllllll I■■■■� Q 0 Ca N' LLO qS ___ _: p ODava ° . i In i:'Go. i NO , ILI I r,.l 4 W / Z E-- IYsi ;,z„ o iii 9 IRL! Ii a z ILI 4_____ 1 CV I—1-1-• z == 8 v `-vim' t z0 nz O F a W0 a =z12,-,E•5! • g \-.--:,,, c144? 4\100 c... ■o IY keit El f' r w ■�=*4- Jill� �ii)I VlIIlIIII .= �ilii(II i r�iV �� -Q� L..ilir�ia,!! 4 1�.1 REGI' L:-^ate: O =! 1 5' II'Ill'Illllllllll '■... F A — we� a 54.16.92 I _ 0 1111, To schedule inspections, call (360)379-4455 no later than 3:00 PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. Office Hours 9:00 -4:30 MONDAY-THURSDAY ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks # Erosion Control MH Foundation 9/zs/I gn . Blocking&Tie Down / .0i Zcl« VW U P e Skirting&Ventilation 106/14. Drywell/Alt Drainage H/]16 j I "y1,- I i . Address Posted 1)101,4 Septic System Finaled Septic System Finaled A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION IA (1 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR SPECIAL CONDITIONS APPLY-SEE REVERSE 0 SPECIAL CONDITIONS CASE # BLD14-00286 1.) Existing septic tank location may not be approved for any future building permit due to it's location in open space. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) This approval is for a building permit for a new manufactured home only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 4.) The revised site plan as submitted with the building application application on September 11, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 17, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) The 25-foot wide buffer shall remain in its naturally vegetated condition. No constructed or erected facilities shall be placed within this buffer with the exception of utility lines, fencing or security posts. This includes the exterior of lots 1-6, 14-26, and 43-45. 6.) This parcel is within a no shooting area per JCC 8.50. 7.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 8.) Th dedicated open space for this mobile home park is all of the platted property except those portions lying within the easement for ingress, egress, and utility purposes, lots 1 thru 45, the self storage area and the area for future use/private park/recreational facilities. Open space will remain dedicated for that use as long as this property remains in use as a mobile home park. Upon vacation of this plat, dedicated open space areas shall immediately revert to the owner of the vacated plat. All areas of undistrubed natural vegetation within the open space dedication shall remain undistrubed. Lot leases and/or owners shall have legal access and the right to use dedicated open space areas. 9.) AWB \\tidemark\data\forms\F_BLD_Perm it_Mobi le.rpt 9/18/2014 MANUFACTURED/MOBILE HOME INSTALLATION PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00286 Received Date: 8/7/2014 SITE ADDRESS: 426 PORT HADLOCK HEIGHTS RD Issue Date: 9/18/2014 PORT HADLOCK, 98339 APPLICANT: BRODERS INC 4503 OLD GARDINER RD PORT TOWNSEND WA 98368-9778 SUBDIVISION: 9895 Block: Lot: 1-45 PARCEL#: 989500001 Section: 11 Township: 29 N Range: 1W CONTRACTOR/ COACH CORRAL INC PHONE: 360-424-8448 DEALER 3906 CEDARDALE RD MOUNT VERNON WA 98274 360-424-7646 Contractor's License COACH*254MJ Expires 7/23/2015 PROJECT DESCRIPTION: New Manufacture Home MAKE: KIT WEST YEAR: 2015 SIZE: 60x40 ' 6.2A JEFFERSON COUNTY { 4. It. ..., DEPARTMENT OF COMMUNITY DEVELOPMENT Date: / -11 Time Received: 321 am/40 Mon. Wed. Thur. Fri. Date: BLD: 1(4- .ala Contact Name: Owner: Contact Number: 360 • Address: gZto peer (ISA40 0-i 206 Notes: D iri .. t/ 1 v-f--/ f V Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation • Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • go gs°� eo3 JEFFERSON COUNTY / DEPARTMENT OF COMMUNITY DEVELOPMENT �`// '4H NG'C° ee. G1/Z,1 Time Received: q '47 m Mon. Tue. Wed. Fri. Date: q/7 //4)4 BLD: ( ¢ -002 8/. Contact Name: Owner: Contact Number: 360 4z1-©oQ5 Address: 42_L 17.7,, r 1-1Ao Le)c lc I-41 206 Notes: N1F4 1.1m Foundation Plumbing Framing Propane Tank Mechanical Setbacks X Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts 0 Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ��«x— °moo JEFFERSON COUNTY 2` DEPARTMENT OF COMMUNITY DEVELOPMENT -7,,,,,,,c;,°= ote: 2_ Time Received: am/pm Mon. Tu; Thur. IIIP Date: ir—� ( A1:-.. BLD: 1L —28(1, Contact Name: beC.n - Owner: (p01.e-VS Contact Number: 360 " (efe I -- `i Address: 4 2L, P.H-H-a{tpt t tk t r 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts 0Post Hole Ventilation Appliance Underfloor Gas/Wood stov Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues, at this time, we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. If no access, no inspections will be performed, and a re-inspection fee must be paid prior to • re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. 4,�4SON coe, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT } I (Time Received: t L 5-0 C'pm Mon. Tue. Wed. Thur. Fri., �Z_ Date: ) LL 3LD: 11-11-2, b a Contact Name: t, Jwner: Contact Number: 360 cf m 51(vs@ 4ddress: —1 Po c 1-6A10 t- VS 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil - op Straps Hot Water Htr Interior shear Interior lines Ducts ost Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted -gsON coG .-. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: I�_ Time Received: am pm Mon. Tue. Wed. Thur. Fri. • �G'` Date: 1 h-')-A BLD: l4 — ZAlc, Contact Name: Owner: h Contact Number: 360 >- g- cr-1 Address: 4)(.77:1--- ., 1 ,e c C� 206 1 IA 4 Notes: I Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts 0 Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks X Floor Foundation Wall Address Posted Block&Tile >c Ceiling Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 141-2A0 OWNER ? er.S c,7 JOB LOCATION 41'26 ea" 1440. } ( Inspection of this structure has found the following violations: CrAcy IAA Lc S 1 1/1/t7 ) z You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted oth rwise. When corrections have been made, call for inspection. Date 10�.—.5.--/ Inspector BUILDING DIVISION 360)379-4450 IN PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE