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HomeMy WebLinkAboutBLD2013-00001 • BUILDING PERMIT APPLI ION MLAI3-00001 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00001 Received Date: 1/2/2013 SITE ADDRESS: 8925 BEAVER VALLEY RD CHIMACUM, 98325 OWNER: ROETTA C WILSON PHONE: 360-774-2187 PO BOX 371 CHIMACUM WA 983250371 SUBDIVISION: Block: Lot: TX 48 PARCEL NUMBER: 901141012 Section: 14 Township: 29 N Range: 01 W CONTRACTOR: HERITAGE HOME CENTER PHONE: (425) 338-9055 MICHEAL MUGGE 10825 HWY 99 EVERETT WA 98204 Contractor's License HERITHC93ORM Expires 12/14/2009 REPRESENTATIVE: KEITH GILLIS PHONE: 360-461-1999 PO BOX 190 CARLSBURG WA 98371 PROJECT DESCRIPTION M/H REPLACEMENT FROM FIRE DAMAGED DUPLEX TYPE OF WORK MOB SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION MAIN: 1,173 CODE EDITION: 2009 ADD'L: HEAT TYPE: EEE OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 • a: Routing Dat:. Type Amo • - - : Date: Receipt: Approved/Date Manufactured Homes $228.00 LYK 01/02/13 139861 APPROVED Total: $228.00 FEB 1S 2013 Jefferson County DCD Witham.r4 rim+.1fnrmeNP RI Il Ann PI,I rnl 1Y)M(11Z CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00001 SITE ADDRESS: 8925 BEAVER VALLEY RD Issue Date: 02/13/2013 CHIMACUM, 98325 Final Date: 5/13/2013 APPLICANT: ROETTA C WILSON PHONE: 360-774-2187 PO BOX 371 CHIMACUM WA 983250371 SUBDIVISION: Block: Lot: TX 48 PARCEL NUMBER: 901141012 Section: 14 Township: 29 N Range: 01 W PROJECT DESCRIPTION: M/H REPLACEMENT FROM FIRE DAMAGED DUPLEX THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: (no a rr-0/( hbr4.6 SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/13/2013 \\tidemark\data\forms\F_BLD Occupancy.rpt 5/13/2013 )- 0 • ......--i 1 z ...- , n . , . . ... . , • . , . . . . . 1 ' . . - .... i . ... . —I- - . . , ! . •, , i :"%),......) . ' a r-p....i A , cp J I . •,, --••',- .., \.....114. 2., 1111 , to ?i ti › . , i 0 Cjr /:::) cx...., P:1 . . . x--24. , ,r .., U)14,*)J g,. . , . . . .,, -.. n,o Lu r 1 2 7. • .....91. ., lk. 1 . : ...I.II... ' 1q6111 , . • . D 4./ : , , •,• . kg ...., 4 IP° * a •1 • , '-{ ! . . . r . , . q . t•-■ . . r-- . . .. ...... rn '• ....kill . i . . ., . .. . . or 1.... / --Ii ,- . ......;,....„... ... .. . r , , . . • co . . . ) . . i j . . . . • • . . . , . 4„ • . i . 1 - as, , ... . . • I .. . .. .,,..1•••• , Z •• • • > . i • • r • re '••••• Jed. , , . . , , . . 0 .. . 0 . n — . . 1 . . 7 o 7 • .. . . , ) , • • I . . . I . 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Foundation .Plumbing. - Framing. . Propane Tank - Mechanical '. • --- . . Setbacks _ Under-ground Framing Under ground Furnace - Footing ____ Rough in Air seal Above ground Gas Sternwall -- Hydronic Exterior shear Exterior lines Oil • Straps Interior shear Interior lines , Duds 'V Post Hole __ Ventilation Appliance Underfloor _ Gas/wood stove Man-Homes Setbacks _ - - Insulation. Final Inspection X_ Foundation . . *-= •.t,1 -,... Block&lie _ floor _wall ceiling. . Address Posted i • IP" wor,s 11/ c( D re" \) ,-ed ) r 2 it� ,SoN cO JEFFER COUNTY • � • r�' DEPARTMENT OF COMMUNITY DEVELOPMENT '-3 `• `4 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax p' www.co.jefferson.wa.us/commdevelopment 81N Master Permit Application MLA.: I 3 r I Project Descri tion(include separate sheets as necessary): Tax P rcel Number: �/f 1"!(91 Property Size:9'/ res/square feet) Site ddress and/or 'irec'ons to Property: / i .dtt__i ■I_i_ _ I Property Owner(s)of Recor•: 4.. ',v'''��� - _ rn��ra yli\T/ 1 Telephone'�• r3' `� N —mss.,.....:..�,�1iii Mailing Address: r��...01- rte , ' ''t;.;' J►, _ ��iLli: Applicant/Agent(if differ- t f om •wner: itwa iit/I'�G-j("� Hill Telephone:_ API- i - 7 Fax: .. ^ _ n I1 �;, %1) • Ccnt,� Mailing Address: �i f�, d 1 � ,y �� ,T.._��� What kind of Permit?(Check each box that applies ❑Lot or Roan-Seggia'tqOMMUNITY DEVELOPMENT uilding 0 Critical Areas Stewardship Plan Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) Single_Family_.. 0 Garage Attached I Detached p Conditional Use[C(a),C(d),or C]_** Commercial i Home U Modular - ❑Discretionary"D"or nname se asst Ica Ion 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: yC�� 7 DESIGNATION OF AGENT I hereby designate I t/ vt, I i l i. to act as my agent in matters relating to this application for permit(s). )WNER SIGNATURE °� ` • �!l/___5,0 Vj, Date: rzl, 09r/ 9 D/2 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 any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the 1ime of the applicatio r she wants prior notice. Signature: C t�. (.0,t144yv Date: `14.0 t/• ,- /'i ,-,9,aJ 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 if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable nsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: , e , a)A Le,,rf.,/ Date: `11.1.3-J, aff'/ (-}d/ 2 • .. f 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: ENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: �'Z3� r1/ 1 Gtr ( '6 ' MAILING ADDRESS: Qom) 9,y. L C�© j'�,' ,y , i / EMAIL: C n i air CONTRACTOR'S LICENSE ' _" `'—^ 7 WAINS / NUMBER: . f�7 L '�3 * �. NUMBER 07-46:2 :2 ARCHITECTIENGINEE R: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: „/ Shoreline: Type of Sewage Disposal: Ij New ❑ Wood Existing: `� 0 Sewer ❑ Addition 0 Steel Proposed: Bank 0 Community System O Alteration/Remodel ❑ Concrete Total: Height: 0 Individual Sys I ,- ❑ Repair CI SEP Permit# ' (d--'-'t _ 0 Demolition 0 Other: Bedrooms: Water Supply: Existing:_.._ f/_____ __Setback _a_Private_well-_--_0_T_wa_Party____ -Ty�of eat Proposed: ❑ Public Total Name of System: . If this is a Commercial Proiect you must an swer the following: - Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Numberof-occupants_(illclUdes owners,tenants,employees,etc)_Current -- Proposed -- _ . IBC Occupancy: - IBC Type of construction: I you ave ood.Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other 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 RAlc.„Office l se O;nl ktI t Revision, Main Floor Heated ' i'r• EH Bld App Review: 7& 2"1 Floor Heated Consistency Review: Other Heated Base fee: %'f - — Mezzanine Additional Section: __ __ Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: �..r Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: ? i C fl Other _ TOTAL: $c��{ ✓ Receipt Number: t.7-()SL ) Cash/Check Number: \mot_1 t2 q ESTIMATED COST(REQUIRED) Date: �t J_t 'Fair market value of all labor and materials foundation to finish Initials: . --. S . -----=-7- F Dt • Sa C F 1•111L2__:__=.111111 co ---- 11- 01 • 9, 1111 m . ____........ . -,. ,„„.._,....... ce, _ I „ ---.1 -..., L.L. T.- .. \ . i..7 11H 1--• a „_-) ...z, _...._ _ .-.,---,--.."--..7:-..' t t . g.., ! , ,4 t :•. ir- ) C. li 1111111111".111111.11111111111.1M".11H.a.3 . ,...,_ 1 ' 1 / 74. iiia ' " IV Its ' yrite......4........1... -.• e .:i 0 11.111 1 1111:3111 , J ___.. Itr 1 7-- li-itillik Hil ' • lif , 1... i - c.• V:1, rit , _ ,, • • . • • . . ..•—• .., ... ......,.... 7...e.... z..,-- 1.- .......... , 1 'v.. .. .". i • - C.,.. . . . . . . N..... 1 El...• i 1 ,..1.4\,2 1 .. .. ... . i'..c.. !•.,.. I ,.....N2 1 ......... . 41 '4 ■' • ' .. .. . 4 ' • ' ■I'r. . . IA o; 4 ......., ........ .. ...... 4....■..... ......,?.' .\"•••■■.. .....„. 117IMMIMIMI2iliHs'.1 , , .„. ' -,. . .1, •,... l' ' •‘&":,..:‘. *.(7".7. u •• t,.'''' i ',t:" 4' J......; '\' -• 4" '' ' ' ' ' . .. \ ....} z.... ;:t.....ii; : A t ^ Ay, -42 1 .• , , ;.„.....,_ ' . r r,z-co ...• x :i• • . . ,, - no.. CIC -. .,- -. ' . ____ _. fa* ,1 ii• I r."--.• i .....,0'. •L'em t•-.. — .',' ...__. ‘.....„..—...) 7.",.—.4, ., - ....., , 0.. ......;:z . .. ., -..... , -.. 11,..rod 1r-....... ur • se ... 0 .,, JACK WESTERMAN Ill Jefferson County Courthouse ASSESSOR 1'O Box 1220. Port Townsend, WA 98368 (3601385-9105 MOBILE HOME INFORMATION FORM OWNER'S NAME MAILING ADDR .S: 06/11-5 ADDRESS: PHONE NO.I �� IFj± . The purpose of this questionnaire is to obtain information p p q a ion regarding either the current location of a mobile home or the previous owners home. This will help our office determine whether the m+ + �;! - +�1" :� t e tax rolls in Jefferson County or if it has been moved to tie. t my from anothe •a. � II i 1 MOBILE ROME DATA: + 6 JAN ` F RSON COUNTY (A 1 MARE (B) M ODEL V. 7:-40.11,17V1:.)--1-rl - I /1 u (D) LENGTH 1/1/ (E)WIDTIe (F)SERIAL# 011`7''"' (G) YOUR PURCHASE PRICE (Do not include sales tax) 7, PURCHASE DATE/-711 Z 2) PREVIOUS OWNER/LOCATION OF MOBILE HOME: (IF NEW MOVE TO QUESTION 3) (A) FROM WHOM DID YOU PURCHASE MOBILE gC../L/171.9C---illerlaC__Ca6ele-4.----) ADDRESS '.5q 3 36' ; 1 (B) WAS MOBILE HOME ASSESSED IN JFERSON 0 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? Yes (B)IF LOCATED IN MOBILE HOME PARK: NAME & ADDRESS OF PARK Lot/Space # (C) IF NOT LOCATED IN MI I ��PA,RIi: OK� NAME OF LAND OWNER: / fit/ LOCATION ADDRESS 4'1 i Id A/ REAL PROPERTY PARCEL #/DESCRIPTION Signature of applicant THANK YOU FOR YOUR HELP! Lauralee Kiesel, Property Technician � s Set the Home ' . ______. ______,i i-1-1:____ :E-.= 0 E 0 V E,, 2 ,I, .0 1,7„:". * ____ •",,vs. ,,,-4.:, I 3 il . 9 i TABLE 11.PIER MATERIAL MINIMUM ISPUINOW�'IONS Component Specification i° Concrete Block Nominal dimensions of at least 8"x 8"x 16";confirming to ASTM designation C90,grade N A — - I ' ` p ,Y„'''1{'9'�{' T f t ' ' 1p cl F:.f�VI;'11, .I�I r s ri, Caps i Ati ,:Y 5, I,tiE v- , �s rh184 9,a k7 SLi'h �1P, 1:c ' I ,.. f i.rr r .,;. ,s o,, f .. a r xs 4 51 e '/.,sr„Sp i N I * Y' , X'''.v `�' �' w'+`.tc) .,�"}3 J« ,r, rz , r,. �' ye.'"S �"�. '.K:� 5 L. Spacers Nominal 2"thick hardwood boards or nominal 2"or4"thick concrete blocks. ' w•, 4. Shims(also called ,z(' rYc' },,,1� . 6 ',;'''Cr‘,",....-"'', t t -.`,,:v,,,-",,-",.:., i ..n ti� ,2 �,w ',!,..,,'"3 ',',,,,,,,,,,,,,,';--;;• I wedges) `. rr i y i yr (- ` 7 ,, ,�r ', try ti .tW` S7 "¢" 1',6(61(-4,' 4 :5'.',,"-'kir .y'£ i n ) i, a.Sa- '1..h (.°. a.+ ,..tG h'. 6< .6w�.., s.. '..(,..,/,,,t,'".:; ,,'-',4';•=:...,i„,';r``^".. ,„raif,'',' •ft•A', i 4.�.. 'Available in various sizes stamped with maximum load capacity and listed or labeled for the required ver- tical load capacity,and,where required by design,for the appropriate horizontal load capacity.Metal or I l.< Commercial con metal piers pre other manufactured piers must be provided with protection against weather deterioration and corrosion at i'',2'.=' D P P 9 cast concrete piers least equivalent to that provided by a coating of zinc on steel of.30 oz per sq.ft of surface coated.Manu- factured pier heights must be selected so that the adjustable risers do not extend more than 2 mates i ii,i}p('' Pressure treated wood ` ( r xl l ' : i , , ! '" �t'�".14'q_1-,,, „'� ,�D,I.,^f"r s II p, i't j `I. _.' vim, ,.....: . ..w ...,, +..1...•.:,,,,,' . ltak-� 't A ' Y ��! �-s�.twn.?.,, ..� ..tom... Sf �,t.. .F!a•., .§r✓d:.�:�u_?.n.�t�.Sz.� .. ";'�rn�l.eilf,4,-; .. tr TABLE 12.PIER CONSTRUCTION { ii Maximum Load Ibs I) v. Maximum offset ( ) i Pier location Height Configuration I b i top to bottom Withour Mortar With Mortar I 1 wr l: c✓-7: •.X 7 ^.%S1 '':7-- 704, 5{0 °$. ",+2 J f.-c ia= fi ay i3 ` . x : •M+v:e . 1. y7 f' M .. G 9 n { C 57 t k f '' ` � f ,t ? lf ieprpegi( lartoffi@ r: T Fe 5760 7660 i r, I\eorla ,� ,•.. I.— Frame Between 36 in and 67 in Double,interlocked blocks 1" 11,520 lbs. 15,360 ; . t- it hY, S 4-- w"- .! 'r 1 R R/ -.,t PV ,@ (.a r '°3'�n Rftert ` � ti .. .,. ,4,'�fF.,'f.: .. ..M..gkp !�a�..m�i. �aa ;".. ��f �?:1it8" �£h� ,�,{�.�: i Double,interlocked,rein- I , t.':' Between 68 in and 108 in forced blocks 1" NA 39,500 I ,; £' �; ar.�.xr ,;rr .< 'fr'T"' xit;2 , a ��,a �„ , ,T 4y 4 ,, �y � '+ a`i �?. JtriP 2' r,,y t t a� :'" t (� a sE� i V r:, ,ice a C, � i�r'it,-�t4j n x`r�` H s' �y i, 'iwr,eera�� _ : Perimeter 's. �. 4'a °� It' - -' i ��'�3 �'�t;«j '.. t 5�" .W ti ? s-;;;4,:....2".:'r -''' '''."4.4t;;',""',t a.1,di 1.414,616; r . � x '�Ct '.zs-3' •e, ra d u.•x� «�-` ? .z.n `�`�..';i ._ . "`` „K sy., fi I i ...::.:5, ,,.'".ar...:,.,.,x izk,. �.,t.�1 as...cup. .. •i.� - :x. 1.t:.;,:..-:L..._.,n,,:-vx .,a...M...tr� r r~. �."+�l s f- Iii Single stack blocks with long ! ; Marriage line 54 in or less" side perpendicular to the h' 5.760 7,680 = )'': marriage line . _ 1 FA. 'Single stack piers may be constructed up to 54'max.height only when installed as perimeter and marriage line support piers. '`1 "Cross reference maximum allowable pier height with maximum allowable floor height listed in frame tiedown charts.If maximum height listed in frame tiedown charts is exceeded then designs must be provided by a registered professional en- 1 gineer or registered architect. Y, i Maximum horizontal offset of W allowed for pier heights up to 36"and a 1"offset allowed for pier heights between 36"and 5 67'. 1 t 1. Prepare footing surface.Make sure the footing surface upon which the pier sits is flat and smooth. Before placing the pier on the footing,clean dirt, rocks ' ' or other material off the surface of the footing.If the footing surface is uneven, I :1 create a level,flat surface by placing a treated board on the footing and mor- I taring on the first block(or manufactured pier base),or by placing the first block(or manufactured pier base)on a layer of premix dry sand mortar. \\%%\t l i l l j l i t//// 2. Stack blocks.Stack concrete blocks with their hollow cells aligned vertically. `- P ! A4. .1 When piers are constructed of blocks stacked side-by-side,orient each layer ,4 „... - . •. . ., 1 I at right angles to the previous one(Figure 16)and plan blocks so that split �. ! e i . 'ice, '., 1 caps will be perpendicular to the blocks they rest on and perpendicular to the e a : t�: I 1 main I-beam. w ' -'"o" p; y , • I M I 7~ 1 �` dry•` i :.4 '• '�'; °D109�e. � l . 7////! i,v\\\ l licit l 4� ,l is Install Stabilizing i w 1 Systems TABLE 25.ANCHOR SYSTEM.MATERIALS SPECIFICATIONS Component Specification i , Fa -.-44,44 ,--r.tr a e, i x 4 5 : r r Anchors ..4"-' :. ifdo ,. 1 F''w �xi'eskipo' 3 . 0 3' a '� `1. '• ' M ed,910 a` St. ��,`,,.t"a� 'ft 8Flti t[t'os1©I 40* 00.y�i dt,jttOVf0,0*1 �,pa 'r1 . nc on steeltof no-t tens%:' a 'a 'a b per sq ft of surface Coated ak' Y z -, } Straps must be minimum 1-1/4"x 0.035"zinc-coated(0.30 oz per sq It)steel strapping conforming to a ASTM 03953-97,Type 1,Grade 1,Finish B with a minimum allowable working load capacity of 3,150 lbs "? Straps and a minimum ultimate load of 4.725 lbs.Slit or cut edges of zinc-coated strapping do not need to be zinc coated h:7,v,', ;; ;'1.-'...- '-; ',Z.- ''`..---;;-,,,-;'--'7;; --1"' ''''.J rr tir , r sr r Stabilizer plates ;ter 1 ' , � _, fe. s .:,to t....-Mr . ..r..,r. ....,r >,.._..,,...,. ' o .wrc�l:ac�. .n- .._-.. .G...,_.. ....»ix ....,. .. ....s.w .��,�h. ,, r _iu,-, ..,,, • ,,- 5 ,. :-• 1111 STEP 4. INSTALL ANCHORS Before beginning anchor installation,check for obstructions under the home such as piers and frame members that may interfere with the tie down strapping. Check with I utility companies to determine the location of underground utilities,such as electrical and phone lines,and water,sewer and gas pipes,that may be buried i s t at a bu ed n potential an c-o- P y , 9 Pe P - hor locations.Also check for homeowner-installed wires and pipes,such as those con- Grading area around anchors.Anchor netting exterior lighting or sheds to the home.These must also be avoided. ( heads should not rest in a= FRAME ANCHORS sunken spots.Grade the I ,1 Frame anchors can be installed in two ways,in-line and against a stabilizer plate.The ground so that water does 14 two methods are discussed below. not collect around anchor heads,but runs away from In-Line Configuration the anchor and out from un- The in-line configuration(Figure 55)for homes can be used in Wind Zone I only.Typi- der the home.Do not bury tally,in-line anchors are used under high homes where the anchors can be installed anchor heads. from under the home after the home is set.In-line anchors can also be installed before the home is set,however precisely aligning the anchor with the home both vertically and horizontally is difficult. Using swivel connectors for the strap to beam connection can provide some horizontal flexibility. l To install in-line frame anchors,drive the anchor into the ground at an angle and loca- tion such that a straight line can be drawn from the tip of the anchor through the anchor head and to the connection point on the I-beam(Figure 55). - Figure 55.In-line anchor con- figuration ;1 Main Wet Figure 56.Stabilizer plate From Beam Frame Beam Configuration Trews 'ter TtWO,w, 1:.i Strap 1111 Pier i Ground III Ground Anchor win 1111 . Apyher StaEi»r Plate ACOrAert;rr-tr rr- lr_n._� ,,-.,.- . lr=Tr n_rr-n-rr=r=n_1r=1. Win..it 11=11=D 1 11=sl=it 1t-a=n-u=t t 11-.11 11 J 11 11 tt a={^u-11'-11 11=4=114.1=-41=11=11=11=11=111- 11=11=11=11=11=11-11=11=11=11=11- 11 11=1P 11 1 11=11 11 l- 1=11=11=11=1 P11=11=-11=11= ir 11 l r tr li--n r 1111-ir ii 11-11tr rr Anchor alignment.Properly t tr-r lr :rl-lr-t t 1 it a-u 1=11=11- H=11=11=11=11=11= aligning the anchor is critical J II n-itl=11, li ti-' i=e=1 11-11.11= =11=H=1=11- -rr=7r=rte lr to performance. -1r=11=11= -rg=it l I i Stabilizer Plate Configuration 11.:1 Stabilizer plate configurations(Figure 57)are suitable for homes in all wind zones. Anchors may be installed after the home is set.A stabilizer device,typically an ABS or j metal plate,is used to prevent the top of the anchor from slicing through the soil when the load is applied.Stabilizer plates are available in a variety of widths.Choose the widest plate that can be driven into the soil to maximize resistance to movement.The ; ' 1 iLAHJ may have stabilizer plate requirements. 4 _I !q , ti - Set the Home I 3 i. :1.'' lUat-BBAA/ \/ \�/ ; L1R(SpY�t ��1'I, •�a • ` ,`� \\// e. WITH(�)N_ M mill 1 off` 1� ��/ Il�il TO FOOTING. concurs ,„, �/ ■rya �/ �/ .. , . RIG.OW PROST LINE. n_ _, ','l `� `I/ (21S1 MAR BACg ■� -� IM 3°AS MEASURED BEND FR C.0.4 A.L TYPICAL �� � \. p wAY- IM BDE OF REINFORCING ING P0fY141O \ DL�r1B OF RFJNFORCINO HAiu WRLL A P LONG MN-USG. MOLE STAMPER DOUBLE STACK PIER TRIPLE STACK PIER REINFORCED DOUBIB STAQ NM Figure 16.Frame pier con- .. 3. Cap piers.Place a cap on hollow block piers to evenly distribute the structural struction. load. Use caps the same length and width as the piers they rest upon.When using split caps on double-stacked block piers,install the caps with the long dimension perpendicular to the joint in the blocks below and perpendicular to VA Ce rAt g4r119: the main I-beam. 4. Install shims.Use shims to level the home and fill any Curing time of mortar. Y gaps between the g - base of the I-beam and the top of the pier cap.Always use shims in pairs Where wet mortar is used to '! (Figure 17). Drive them in tightly so they do not occupy more than one inch of construct or level piers, at- vertical space.When the space to be shimmed is greater than one inch and lowed it to cure to at least 1.. less than the minimum thickness of available caps or concrete blocks,use 80%of strength capacity hardwood dimensional lumber(two inches maximum thickness)or 4'thick (usually requiring 96 hours) concrete block. For split caps, install shims and dimensional lumber/blocks before setting the home. over each individual cap.Two cap blocks may be used as the cap on double `' block piers provided the Joint between the cap blocks is perpendicular to the joint between the open cell concrete_blocks and is also perpendicular to the I- . `, beam supported by the pier. ?'': `-\`‘ WIN Figure 17.Correct shim LB.,. V.• • placement Shins r_-� •11111111111111111111•111 :4" AU .416 . ' - �,p �� $ Dimensions of ■■ = +� masonry perimeter walls. • e ryry; �. If using a masonry perimeter , ry �I��//4),...•.;! o9.0-•1,ve �4. enclosure,calculate pier • �o I •• ., heights be built the nclstan ��/ .. 0\ sure using��t t F t r I t I t!'��� card unit dimensions(with- 5. Set up level.Set up a water level with the fluid level at the desired height of out cutting)- the main piers. Carefully lower the side of the section down onto the leveled piers,adjusting the final height with shims. r#.4ft Cie I I rf g iir, ,�. ;h° �� y-{ I il� 1 IdK,;;;;: ! ,.V4:t1�r ti `' ``x`t" ��s + °a "vm � _K�',. 1.. n;` p, .. j ,tip i , �,, 3s Level the home.The home is rf y a,ax � t�y f, .A , ..' adequately leveled if there is $' .,':V,.J 19 t } O� t 1 ^d' n' P '' IY�q rt '4..«.")--.4i r ,y � no more than 1/4 inch differ-r..; r- 1 ll1 tt S G' a t�Y � 1. s !lp ', i ,,F- , 't^' t r`+3.r\'• .16 ence between adjacent pier ' a"; i 2 � it y�f,• t "r'' `"`_1 a }� `�.� > a' :. supports(frame or perime- p �; i 111*„ r"r 1 ?_''�,,` ' t'''''''' ''':-....:`: "z `�' ter)and the exterior doors y; . '��yi . . . ._ 'S'.4. . -40.,.isu. y« ... 4r:-..,,' . ....•,C,a'n' k.. .., and windows of the home do not bind and can be properly (,. 1µi 42 it 1 it v install Stabiliziric.; Systems -:,„ , •,-,. 1 , TABLE 1S SINGLE SECTION-WIND ZONE 1 FRAME TIEDOWN SPACING(FT)-MAX.ROOF PITCH 4.36/12 -, _ man. Max :,..■,t ,),‘ ,'.. ith I 12 It Max :11915 I 14 It .'-i. ,' :th 1 1L,It 111L.3,‹ \AKIO, I Pi ll iiat ‘1.."ith ^ I , , . Wall Floor 1 ■ i n':q.,,tr -2 I Beam Spacing I Be,,m 5,.. ,',17, I 3eam SpaL,r„;, 1 1 ;..31.1902.C.i'g I ' Height Height 9:S 9)5 95.5' 99.9 955 99 5 112' 95.5' 51.5' 112 995 • , 1 ' 25" 6%0"' e%0"" 12%6"" 11%0" 12%0" 12%0" 1 12%0" 12%0" 12%0" 12'-0" 12%0" :t V . i rt.-• 1 7 ft 48" NA NA 7.-0"• 6%0" 11.-8"" 11.-0" 8.-4" 12'-0" 12'-0" 12.-0" 12%0" f, ■ 67" NA NA NA 6.-0" 5'-6" 4'-0"' 8.-4"• 8'-0"• 6%8"' , ..,...I 80' NA NA 2k 5.-0"• 4.-8"" NA 7.-0"• 6'-8"' 5-8". , 1;j 25"-........... 6.-0". NA 10.-9"• 9'-5"• 6.-4" 12.-0" 12-0" 12'-0" 12.-0" 12'-0" 12.-0" i ti 48" NA NA 6%0" 5'-4" 10-0"' 9'-4"• 7.-0" 12%0" 12-0" 12.-0" 12.-0" i 8 ft f . , . 67" NA NA NA 5'-0" s'-o- NA 7.-4"* 7'-0" 6.-0" 8'-8" . . I ' 80" NA NA NA 4'-6"• 4'-6"` ! NA 6.-4"• 6-4"• 5%6"" 8'-0" 4,4 25" 4.-4" NA 9%0"" 8%0" 7%0" 12%0" 12%0" 12%0" 12%0" 12%0" 11%8" 48" NA NA 5."4"• 4.-6" 8.-8" 8-0"• : 6.-0"" 11.-8" 11'-6" 10.-0" 12.-0" I 9 ft 67' NA NA NA O 4'-8" 4'-4" NA 6%8" 6%4" 5%4" 7%8" ..2- NA NA NA 4'-0" 4'-0"• 1 NA 5.-8"• 5'-8". 4%8" 7.-4" .1 -------- NA NA 8%0" 7-0". s'-cr 11.o" 11.-4"• 11.-o" 11.-4" 12'•0" 9.-6" ' li.."7 48" NA NA 4.-8"• 4'-0"• 7.-6"• 7-0"• 1 5.-4" 1U-6" 10'-0" 8.":8" - -- 127:0" loft 67" NA NA NA NA 4.4" 4.-0"* ! NA 6%0" 5%8" 5%0" 7'-0" 80" NA NA NA NA NA NA I NA 5.-0" 5'-0"' 4.-6" • 5,- , t TABLE ISa.MULTI SECTION-WINO 20'4E 1 FRAME TIEDOWN SPACING(FT)-MAX.ROOF PITCH 4.36/12 Max, Max 20 1 t■.1 ix Width 2;ft Co i., :.9th 2S ft,viox v.hith 32 It O'“ \.,V,d'h Irl ,_. I Wall Floor I B,tin Spacing I Ri ii`i Spicing 1 BP ilTi Spacing I LC-Vn spacins, Height Height 71 5' 95 5'99 5' 79 5 95 5 -99 5 11.. 95 5 -99 5 112 `-.6 5 995' 112 i z 12.-0" 12%0" 12%0" 12.-0" 12%0" 12%0" 12'-0" 12'-0" 12%0' .s...,...- I 48" 1Y-0". 12.-0" 12%0" 12.-0" 12'-0" 12%0" 12.-0". 12'-0" 12.-0"• 1 7ft '.1 67" 9%4" 9%6" 9%0" 9.-6" 9%8" 9%0" 9-6" 9'-0"• IM . A 80" 9%0"' 9%6"" 9.-0"• 9.-4"• 9%8"" 9%0"' 9.-4" 9.-0"* .........- : l'.. 25" 12.-0" 12.-0" 12%0" 12-0"• 12.-0". 12'-0" 12%0" 12%0" 12%0" 48" - 12'-0" 12.-0"* 12'-0"" 12.-0"" 12-0". 12.-0" 12.-0"• 12'-0" 12'-0"• 8 ft . ,-. ,.... 67" 8.-6"• 8.-6"• 9.-8"• 8%4" 8'-8"• EV-0"' 8.-4"• 8.-0" 8'-0"• '1 80" 7'-6"• 8-6" 8'-6"• 8%4"• 8%6" 8%0" 8'-4"• 8-0" 8.-0"• : , ...' i 25" 12.-0"• 12.-0"` 12.-0" 12'-0"• 12.-0". 1V-0"• 12%0" 12%0" 12%0" 1 • 48" 12%0" 12%0" 12%0"" 12',:)"' 12%0" 12%0"* 12%0" 12%0" 12%0"* I 9tt 67" 7%8"• 7.-0"• 8'-8"• 8.-4"• 7.-8"' 9.-4"' T-0"' 1C-0"* 1C-0". i80" 6-8"• 6.-0"* 7.-8"" 7.-0"• 6.-8"• W-4". 8.-0"* 9.-4"* 9'-0"• 1 -""-."---2-----"5" 12.-0"• 12.-0" 12'-0" 12.-0" 12'-0"• 12.-0"• 12%0" 12'-0" 12.-0" 48" • 12.-0" 12-0" 12'-0"• 12.-0"• 12.-0" 12'-0"• 12%0". 12.-0" 12'-0"• 1 10 ft , 67, 7.-0"• 6.-4"• 7.-8"• 7'-6" 7-0"• 8.-6"* 8'-4"• 9'-4"• 9.-0". 6.-0"• 5'-8" 7.-0"• 6'-6" 6'-4"` 7'-8"• 7.-4" 8'•6"' 8 . '-4"• t , t , t - 1 1 ‘‘Williiiiii -;',., ,\-it .•••••i // ^: S .• 'Pia D - .„ ,,....... : .1 '.. ' ... ,•F• . • ,,,,• ...cf,_ ,. - Ce AG ,Se 'E •41 i ' :: :t _ ■ i. _,;,....,...i.. /5 S -- . -- . ei):- - I -,-. ...- •ID k $ %)51X.':•90 I °Ca.'" . _ , .0-1/•-- ........•• % i i -ric i ////tr ‘NN‘ '1/11101%‘ i I 1 _ 77 ::4 - A , . ' . i;....i Install Footings y„ TYPICAL Figure 12.Perimeter sup- P FLOOR JOIST �' pons EXTERIOR I .14Vg J i': WALL I II''�i WOOD WEDGES `/•�� CAP BLOCK i7i? 1%Ea ■:/. I ` TWO FLOOR JOISTS. lit*//�/ `� 10' MAXIMUM I // SETBACK FROM a' 1 EDGE OF FLOOR �, BLOCKS PARALLEL WITH EDGE OF FLOOR BLOCKS PARALLEL AND RECESSED BACK FROM EDGE OF FLOOR • If footings are rectangular,orient them so that the long side is perpendicular to the home's I-beam. • Place the bottom of footings on undisturbed soil or fill compacted to at least 90%of its maximum relative density. Excavation.If i • In freezing climates protect footings from the effects of frost heave in actor- excavation is required,mark dance with any LAHJ requirements(see Prepare the Site,p. 15). Place the the footing locations on the bottom of the footings below the frost line(insulated foundations and monolith- ground with stakes before is slabs or other frost protection options are acceptable,but not covered in this beginning to dig. manual). is • Make sure the top surface of the footing is level,flat and smooth. • In accordance with the American Concrete Institute publication ACI-308, main- tain curing measures before construction or installation onto the concrete foot- I ing begins. I ► go to Set the Home(p. 38) • • 1 ow III!Hifi/ 1.0D ���f •Ce AG )}• .E ;11 `� r „ .._1 r 6 : � .• ' , el;vi-., -'•-.oa� off.••' �: ,, //ifFiliiiitION 11 I 34 4:i.. il Install Footings • Install Footings , This chapter provides instructions for the design and construction of individual footings that transfer the load from a single • pier to the ground.A footing and pier together(discussed in Set the Home)is referred to as a"support'.A footing may also be designed to carry the load of multiple piers(often called"strip'footings).The design of strip footings is not covered in this manual. However,strip footings are acceptable if designed by a registered engineer or registered architect.The foun- dation systems described in this manual have not been designed for flood resistance. Follow the Steps below: g . `� ft , D SIGNFCPOINTLOAD SUPPORTS(p 20) �,: �F Mi • r STEP,2 DESIGN FRAMEsSUPPORTS(Homes Wthoukt�Pdnmeter Blocking)(p.:23) ■ E«" (p'a *ryt e s' w : i t R SPlitPRLGNiFAMES' PERIMETERSUP P l r i'' � ieef' 'n )(p25 `. k :+ s .i.:401...,.-:.'5E:: : x r f.- . A u * e h kt...,. a r+ - v x'�g� i' §,c _a g4".. 11 '?irt '17EK,a sELE ,'POOTIN ''ATERIALS 30N , 14 'Y 1. ,r -4.) r y" ,j t, , t) x +h t . i!i . d 't R) h t .., 41. , ` t ., 1 ,. -.y . STEP S IZE,IFOOTINGS p 31�> ? Fr 7 4 e r ,, a ,•' '''''''11P47.„0' P `INiST'AL�4poi INGS(p.33) � « , STEP 1. DESIGN POINT LOAD SUPPORTS • • All homes will need supports,and therefore footings, under the frame,marriage line(for multi-section homes),exterior wall openings and other heavy point loads. %i �� All pier locations required at the mating line,perimeter and any special pier support Iota- High roof loads.For roof tions,as required by these instructions,will be identified from the factory by a pier tag,la- loads of 40 psf or greater. bel,paint,or other means and must be visible after the home is installed.The pier de- a registered engineer or signs,support loads,and footing construction shall be as indicated in the appropriate dia- registered architect must grams,tables,and instructions herein.Where perimeter piers are required along the exte- determine the maximum nor wall,alternate pier spacing may be used in lieu of the factory identified locations pro- marriage wall opening vided the instructions of this manual are satisfied in terms of allowable spacing,pier de- permitted without pier or sign,and footing size. other supports. PLEASE NOTE:Clayton Homes, Inc.will not be responsible for damaged or removed pier tags.It is the responsibility of the installer to ensure that all piers are properly positioned in accordance with the tables&diagrams contained in these installation instructions. Create a sketch of the home that includes the exterior walls,the frame I-beams and the marriage line(s),if a multi-section home.The sketch will be used in this chapter to locate each support,and note the size of the corresponding footing.Figure 6 is an example of such a completed support plan. Perimeter Blocking Piers. Door Piers. Figure 6. Typical point-load • (It Required) I-Beam Frame support locations Members Al ► Marriage Wall Piers , 11111111111111111141111111111111111111 MS - -11111111 ■ Frame Piers. Perimeier I-Beam Frame Porch Post Piers. Blocking Piers. Members (If Required) 1.3, Door Piers. • iac Install Footings , , Willi footings be concrete? t 0. YES,go tO STEP 5, SIZE FOOTING, (p. 31). 4, NO, see footing system manufacturer's instructions, then go to Set • the Home(p. 38). STEP 5.SIZE FOOTINGS %. Once the load on the footing and the soil bearing capacity are known,calculate the size of each footing as follows: 1. From Table 9 determine if the pier is to be of single stack blocks(8 inch x16 6 .• inch)or double stack blocks(16 inch x 16 inch). 2. Locate the group of columns in Table 10 with the soil bearing capacity deter- f'. mined in Prepare the Site,STEP 5.DETERMINE SOIL BEARING CAPACITY ` V'4 AND FROST LINE(p. 17). Use the next lowest value if the exact value does ':4i. k not appear. `F: 3. Find the row corresponding to the pier capacity required by Tables 5,6 or 7. Then,read across the table to determine the minimum required footing area for the corresponding pier capacity and soil bearing capacity. g 4. The required footing size and pier capacity may be changed by selecting differ- ent support spacing. ! TABLE 9.PIER CONFIGURATION ! a' I 1 Maximum load(!bs) k` w" Pier Co' ' Without With (Height Configuration guration 'eek ^_ 1 I Mortar Mortar i =• f Single r S.rJ^n +i.':);+b"�4� ,t G ae" N .,-tr r x'. fr {��' c.' t"! r Stack t ... t' t a ;1.::-,,,:'-±z . 4 ... { I - Double 67 Max Stack Double,interlocked blocks 11,520 15.360 ft , "'::-'"?'7",',4,,,,..'i:-,':,----L,P'19 � .1 r 5",,,,,'?'A vier FQ, „nom p 1 1 r; ...ript. r µS,�,' ,17` i�',V die 4e ; �i r -t3 r�`� .tti- ° v`'. Stack .t}.rti ;i- .. , ',', ',.:J''‘ ✓Y.,t, 1;.::;:;=',!,",: , r 'i'3„-;;.+ �- . ' ., Double 108.Max." Double,interlocked blocks NA 39,500 ' Reinforced ` *Single stack piers may be constructed up to 54"max.height only when installed as pe- j 4E rimeter and marriage line support piers. t •'Cross reference maximum allowable pier height with maximum floor height listed in frame tiedown charts.If maximum height listed in frame tiedown charts is exceeded then designs must be provided by a registered professional engineer or registered architect. ,, is C. • e/ • i 1. r e • t ' OA's y• , _ . it i . . .:' .. , ay- ti/irrc\� rfltt,� �� 1_.— _._ — 31 s t:iG7.riT4ODG7 P.Ia2 • . +J�✓ -/ g---h. A .4:,‘-1 A'I:- '1_, PGM ine . OD ''. -''.7N . TIE DOWNS ;o ► waGranze r GENERALNOTES r NO R. i pSgitd1ij.0ADI�. 1 `'` .,CACT-E6 CCIIAPL ESWRFI d ' •y 'ISPSF QV MPH�OSURE"CI o ..f • zoos MC 56 MON EXP.C ,� •SOIL BEARING-------1aoaPs 4: *TIE DOWN STRAP-- 1 iWORKIND LOAD 4, • •SEISMICZONE----4 CAC TO AND zoos MC S.:ygFieraS•.j.4l. MAD- .9�- , O TIE DOWN STRAPS TO SE MN.1114'WIDE It 0.035 THCKNIESS ZINC PLATED AND MEET j' • • ti4trs • • AWN T.. •EARTH AUGERS (mrEp TO47e0B.MIN.) "`�> -. •�MABANcl S11$aD (CALCULATED)4T MIN.) _ rinrr • • • - - ! \ i I - 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND . ENDS OF THE MANUFACTURED HOME ` j • 2. COMBINATIONS OFTHE DIFFERENT TYF ES OF TIE DOWNS CAN BE USED. 3. FOR ALL TIE DOWN INSTALATI �,1 MANUFACTURED HOME CHASSIS MEMBERS ,/ ARE SHOWN AB'�I"SEAMS,(FOR-BMW- ATION PURPOSE ONLY)CHASSIS BEMIS - 4. SIDE TIE DO NS,AREREQU ALONG THE OUTSIDE CHASSISSEAMB.END TIE -:-- • .'-'- DOWNS ARE RECUIID AT EACHEND OFEAACH TRANSPORTABLE BECTON OFTHE ,- ; �.••• MANUFACTURED HOME - . , ••• `•� 5. END TIE DOW?S CAN BE LOCATEWITHW 16"OF EITHER SIDE OFCHASSIS BEAM . /t - AXIS,AND BOLT-ON TOP CAN BE ATTACHED WITWN is-TO 50°FROM E Np.0F CHASSIS.BEAM. I - • 1 6.• THE.SIZES.TYPE$.:LENGTHS,ECT,CF MkTERIA:S- I-HEREON ARE MINIMUM, , LAROER,LONGER,HEAVIER MATERIALS SUPPUED BY SAC-INDUSTRIES.INC.MAY BE USED AT THE SAME SPACINGAND LOCATION'BHOWN. 7. AU.PARTS ARE COATED WTH RIJSTRESISTANT INDUSTRIAL SHOP PRIMER ..� , a THIS TIE DOWN'SYSTEM MEETS THE REGUIREMENTS•OF SECTION 1333.3 SUB- SECTION(a) .-- POM Inc • . �' .21822 FD 1. • a • AZT \ . 8854.554901 • :1 i • • ` • I N`'1 . '\ • •' f ( • 1 . PfrCIRGOONSULTING 21110 BEM ANE:31EIN 1 SAGMMENIA C&•I II • PeeOtgsa \ l' ' J I ax • P -1?-2010 06:59 PCE • 1 9165646029 P.05 • CONCRETE TIE DOWN ANCHORS 1 . --Ii=GI. A....AIPP 4.47,30„.- ■Sr- . Allp.I OLT-ON TOP ill!:, '�� die. 4 4 / r area SWOP III' wn1 Ma � i D r STEEL #7000 #7001 #7002 #600 "• / �i BUCKLE Q ® I' ' � Pt sQ .mot. j IR N tNIT#4002 ' . #6003 u '%`...-t�ae3 #6004 • ,,yy� CONCINE'1�TIE,MOWN •I—Pr+' INSTALLATION INSTRUCTIONS '�' � N co+kc�- �o»tTS t • t PIACECONCRETE ANCHOR INTO WET CONCRETE,AND ALLOW TO LY CURE. 2'ALTERNATE CONNECTION REQUIRES IPSFEBAR PROPERLY EMBEDDED CONCRETE ISTINGCONCRETE-NIA003 1..CONCRETE MUST BE A MINIMUM "THICK AND IN GOOD CONDITION, 2. MINIMUM 8LIA9 AREA OF EACH ANCHOR IE28 SQUARE FEET. E DRILL PROPER SIZE HOLE IN SLAB,A MINIMUM OF IT FROM ANY SIDE . 4. EXPANSION:BOLT IS% x.iI WITHMINIMUM23 re'EMBEDMENTAND0,180 POUNDS PUNT OUT;7,160 POUNDS SHEAR. •1.▪ ATTACH STR/P8 TO CHASSIS BEAM IN MOAN IgER SHOW • 2. IF ANGLE OF BIDE STRAP II GREATER THAN SO%STRAP CONNECTION • CAN BF MADE mob.ANCHOR TO OPPOSITE CHASSIS BEAM, 3. INSERT STRAP THROUGH SPOT BOLT,CUT OFF EXCESS STRAP AND EN ' SOLT UNT L.STRAP IS SNUG. ▪ SEE TE,DOMNS ARE REQUIRED ALONG THE.OUTSIDE CHASSIS S END TE.DOWNS ARE REQUIRED AT EACH END OF EACH 1RMSPORTjBLE OFT)*MANUFACTURED HOME. jam COMBINATION OF DIFFERENT TYPES OFTE DOWNS CAN BE USED. craft E:trod 17 NO HOW • OF ppm Aho wmicc • VW BOLT i ' %'Q! • i11110111 • �i \ ,,,••" •MAIM I \ r e b d VOW wer/ Z QO7$000NOMSE .°BE° rltlMO WA1IN'rammer' I a� QMN1li N 1411i CONTRA RS.CERTIFICATION NN • I CERTIFY THAT I HAVE INSTALLED THE SAD INC..INC.ANCHORING SYSTEM AS THE INSTALLATION INSTRUCTIONS.I HAVE MADE NO MODIFICATIONS TO THE ANCI�IORMG SYSTEM• THE BUILDING- •• COMPANY NAME; CONTRACTORS itI,CTORS LIC S . TOTAL P.05 I 'd I e.0=00 OI GI JeW .t Patio Slab Anchor Concrete Anchor This anchor le designed to be trlserted through I 3/4•he The UI12 to designed it be installed:nto a concrete slab at dread ar formed bye en exi slag concrete elite. me thee bee gown.13 cling pound. •Colette must be 4 2500 PSI minimum #.;.y • Commie mull be a 2500 psi t, aslob with r rnlnlrttum title moss aid Oil x r rntnhnum ciao with 44 mittlnuarl t Ott 0 wire mesh or fiber mess,insWiled. ,t and r ` tiStil4ttesi Effie t U 0 wire mesh or Li fter mast!instated. Concrete slab must slow 425 lbs of 1 vertical tension on for without itiloo. -Gangue slab must allow 4724 :bs ci 1 assumes that the cenorite weighs , vertical 11011100 on a nenor watt& 150 ibe per cu.5. t�.T. statism that the concrete we s 156 Ibs par Mi.It. I •Minimum tram the envoi'she to one edge of the pleb le 4 in. from aim • Mk.lerum distance from the arches adgo end 2 ft from any otter edge. oaf: tG OM edge of the Bleb is 4 in AM from one Otte and 2 ft.from any ether • If installer! in 8 4•ell it minimum die- Wile. teats from edges, an ads r,, : ;t et 64 It 1W1 Q moll i6 r , "'".., 4 • If instabed in a 4' std tt minimum -, *toms sewn art. . ` ndeeur 10110 hash is teconer 'en t r+ai bye, ' 4' g tkeye ' . 1 •Slee riot be a In. orinlo i t thieimese al h>adior under t 4..r mar anchor to chow 5 la. embedment of anchor•?red. Concrete Slab Anchor -ivAL i tee anchor le• . , .---, A or sziotag ear:veto slab. te •Atte rivitwatt reserleiane SW is the l'410)dm a •C031 2114 musi be a 2506 PSI tttlstwrlltom:ctah with 4' e NI in x 3 tn.hale N the ekb wbirI sere isehat had 1s ddckrt se and titre x tell wire math or ter !b he boated. meet Maim iv,_za w •Pine wed Etsptaleit okays ewer bale end Otea Nee •Cendarete gob rw6t atop►ei'!la dbt et vd,llser tweets 'I, lr rip Mad hide. on Inc hot tviu,out NRinu. TMs Manner that die 4' cMAti weighs 130 b3 beta.rt. •tie ale=tits?ante me cfoelaan see B •frrrtimum fiance from the for doily to ens oaQo • Thread nut soar a ieeeeen ban end Hein use al tlla stub te 4:n. from ens edge Sag S ft.tor any mexhm in uapenelan of steel voodoo drove has berm sheer edge. amount. •!ta► ra our en•l) a+ and • d Malted le Et ri elfb it mirburn eistant►runt •ls E t4fOti. a abhor h�ova eches.so ocd�nal sysr of Site or f tttt0 wen mesa er t fieV,Nees is reeorldn:erditL i •Rue ligiet wt.moiler end cwt snit ball 1,attrech erltdierbaad, rf, TIE wivtv.lit.trown.cvcr, - (4U1J .3-1 ; U(,01.1 • 1AA HUi/ r,T-1U-0-101 DOWN j./. ■ •; ,r i 7'•> . C; MANUORCTURED/MOBILE HOME INLLATION PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00001 Received Date: 1/2/2013 SITE ADDRESS: 8925 BEAVER VALLEY RD Issue Date: 2/13/2013 CHIMACUM, 98325 APPLICANT: ROETTA C WILSON PO BOX 371 CHIMACUM WA 983250371 SUBDIVISION: Block: Lot: TX 48 PARCEL#: 901141012 Section: 14 Township: 29 N Range: 01 W CONTRACTOR/ HERITAGE HOME CENTER PHONE: (425)338-9055 DEALER MICHEAL MUGGE 10825 HWY 99 (425) 348-5101 Contractor's License HERITHC93ORM Expires 1/14/2014 PROJECT DESCRIPTION: M/H REPLACEMENT FROM FIRE DAMAGED DUPLEX MAKE: MARLETTE YEAR: 2012 SIZE: 44X27 Directions To Site: 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 3 7 RA Erosion Control MH Foundation 6✓ Blocking&Tie Down r (3 fly Skirting&Ventilation Gas Line:Exterior Propane Tank Pressure Test Drywell/Alt Drainage Address Posted Cd 4 FINAL INSPECTION c/), /2) FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR SPECIAL CONDITIONS APPLY-SEE REVERSE 410 • SPECIAL CONDITIONS CASE# BLD13-00001 1.) The permit application was sent to the Department of Archaeology and Historic Preservation for comment. Staff received two comment letters, one dated January 23, 2013 and the second dated February 11, 2013. The letter dated February 11, 2013 states: We have received additional information on the scope of this project. It appears that the burned duplex has already been demolished and the foundation removed. The only new ground disturbance proposed is for a power line from an existing power pole t o the new manufactured home. Therefore the presence of a professional archaeologist to monitor the excavation of the power line will suffice in lieu of a professional archaeological survey. We request that a monitoring plan be prepared and submitted to DAHP for review at least two week prior to ground disturbance.A short monitoring report should be prepared and submitted to DAHP and the interested Tribes after the excavation for the power line is completed. 2.) The proposal is to replace a fire damaged duplex with a new manufactured home within the existing footprint. The new manufactured home will not be closer to any critical area than the existing duplex structure. This proposal complies with JCC 18.22.070(6)which exempts the following activity from the requirements of Chapter 18.22 JCC: Reconstruction, remodeling, or maintenance of existing structures. This exemption shall not apply to reconstruction which is proposed as a result of structural damage associated with a geologically hazardous area and does not allow further intrusion into a wetland, fish and wildlife habitat conservation area and/or their buffers. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on January 10, 2013 for the potential presence of Environmentally Sensitive Areas(ESAs) under the provisions of the Unified Development Code(UDC). After an initial Geographic Information Systems mapping review, the following ESAs were confirmed to be present on the subject property:Wetlands, Seismic Hazard Area, Susceptible Aquifer Recharge Area (SUSC). 4.) A PROFESSIONAL ARCHAEOLOGICAL MONITOR SHALL BE PRESENT ON SITE TO MONITOR AND EVALUATE ALL GROUND DISTRUBING ACTIVITIES. A MONITORING PLAN SHALL BE SUBMITTED TO THE DEPARTMENT OF ARCHAELOGY AND HISTORIC PRESERVATION (DAHP)TWO WEEKS PRIOR TO ANY GROUND DISTURBING ACTIVITY. AFTER THE EXCAVATION IS COMPLETED AND PRIOR TO FINAL BUILDING INSPECTION A MONITORING REPORT SHALL BE PREPARED AND SUBMITTED TO DAHP AND ALL INTERESTED TRIBES. CONTACT GRETCHEN KAEHLER AT 360-586-3088 OR BY EMAIL AT GRETCHEN.KAEHLER @DAHP.WA.GOV WITH QUESTIONS OR FOR MORE INFORMATION. 5.) 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. 6.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 7.) The applicant is proposing to create or add 1,232 square feet of impervious surface and 1,232 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution Prevention)of the Department of Ecology Stormwater Management Manual for Western Washington 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.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 9.) Jefferson County deter rn that this proposal is categorically exemp review under the State Environmental olicy Act(SEPA) pursuant to WAC 197-11-80 1)(b)(i). 10.) The site plan as submitted on January 2, 2013 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 February 13, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) This approval is for a manufactured home replacement for a fire damaged duplex 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. 12.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 14.) 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. 15.) A minimum of two(2)on-site parking spaces shall be provided for the single family residence. 16.) Setback from Beaver Valley Road (SR 19) right-of-way is no less than 35 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area(ESA) is present, then the more restrictive setback shall apply. 17.) The building height is not to exceed 35 feet. 18.) Jefferson County has determined that the use of real property for agriculture and forestry operations is a high priority and favored use in the county. The county will not consider to be a nuisance those inconveniences or discomforts arising from such operations, if such operations are consistent with commonly accepted best management practices in compliance with local, state, and federal laws. If your real property includes or is within five hundred (500)feet of real property designated as Rural Residential 1:10 or 1:20, Rural Industrial, Rural Commercial,Agriculture, or Forestry, you may be subject to inconveniences or discomforts arising from such farming and forestry operations, including but not limited to noise, tree removal, odors, flies, fumes, dust, smoke, the operation of farm and forestry machinery during any 24-hour period, the storage and disposal or manure, and the application of permitted fertilizers and permitted pesticides. One or more of these inconveniences may occur as a result of agricultural and forestry operations which are in conformance with existing laws and regulations. 19.) Approval of this permit does not provide any assurance of future approvals for onsite sewage disposal on the property or use of any existing septic systems. Actions taken to date and proposed as part of this project may limit or prevent future development of an onsite sewage system. Future proposals must meet current code at the time of application. 20.) NOTICE: This permit dollot excuse the proponent from complying other local, state, and federal ordinances, regulations, or statutes applicable to the roposed 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 Jeff erson 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 Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, 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. \\tidemark\data\forms\F_BLD_Permit_Mobile.rpt 2/13/2013