The URL can be used to link to this page

Home My WebLink About1310 S I St - Building f pORT ~ ~4.0~~ ~ 'I'iIiii""' 'L ~ ~ 't.i.~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 03-00000940 Date 4/04/04 Application Number pin number . . .. .4757 Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 1310 S I ST 06-30-99-0-4-0220-0000- RES MANUFACTURED HOME RS7 RESDNTL SINGLE FAMILY 73741 Owner Contractor SCOTT KENNETH M 42837 MCKENZIE HWY LEABURG BUY RITE HOMES 3543 W.STATE HWY 16 SEBRING (479) 795 1013SF MANUFACTURED HOME TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS OR 974899608 Structure Information Construction Type Occupancy Type Other struct info Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL MOBILE HOME PEDISTAL KIRSCH ELECTRIC INC. 76.30 Plan Check Fee 4/04/04 Valuation 10/01/04 Qty 1. 00 Unit Charge Per 76.3000 ECH EL-MANF HOME SERVICE & FEEDER Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. A residential fire sprinkler system shall be installed per NFPA 13D will be required. 2nd option is to install an out side alarm bell that is eletronicly connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE FL 14.40 1. 00 7000.00 1013.00 1013.00 1. 00 '-.. C\l '" \J .00 o ~ \'. ~ ~ C) ~ ~ \). ~ ~\ ... \ Extension 76.30 ~\ <- "', ~:*' N ~ .'1 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 76.30 76.30 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1850.80 1850.80 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [11/14/2003] BillLDING PERMIT INSPECTION RECORD CALL 4]7-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ~5h'l' Iftlj) ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. / PW/ V CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [11/14/2003] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000940 Date 10/24/03 1310 S I ST 06-30-99-0-4-0220-0000- RES MANUFACTURED HOME Owner Contractor @ 73741 SCOTT KENNETH M 42837 MCKENZIE HWY LEABURG OR 974899608 OWNER Structure Information Construction Type Occupancy Type . . . . . Other struct info . . . . 1013SF MANUFACTURED HOME TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS 1.00 Permit Additional desc Permit Fee Issue Date Expiration Date BL MANUFACTURED HOME ~\RSTEN #KS-38013, 230.00 Plan Check Fee 10/24/03 Valuation 4/22/04 -=-- .00 73741 w o Qty Unit Charge Per BASE FEE Extension 230.00 ~(j) .z 0 ~ \' Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. A residential fire sprinkler sys~em shall be installed per NFPA 13D will be required. 2nd option is to install an out 1ide alarm bell that is eletronicly connected to the res.dence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" (-l \)\ 1 Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 234.50 234.50 .00 .00 Separate Permits are reqUired for electncal work, SEPA, Shoreline, ESA, utilities, private and public improvements. ThiS permit becomes null and void If work or construction authonzed IS not commenced within 180 days, If construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested Within 180 days from the last inspection I hereby certify that I have read and examined thiS application and know the same to be true and correct All proVIsions of laws and ordinances governing thiS type of work will be complied With whether specified herein or not The granting of a permit does not presume to give authority to Violate or cancel the proVIsions of any state or local law regulating construction or the performance of construction Signature of Owner (If owner IS bUilder) Date T IPLANNINGIFORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION, fl4ek- ~TiP~. .s Jf-/6 -tJ1{ J"k FOOTINGS 3/L&\ /011 <::J ,1-, WALLS I FOUNDATION DRAINAGE ';./-J /, -() J./ ft L ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVIsIon) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'5 SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERJNG 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 16-/1'r()4 JLJ-. BUILDING T \PLANNING\FORMS\1102 15 [4/2002] PREPARED 6/08/04, 12.37 46 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 6/08/04 -----------------------------------------------------------------------------------~------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 13 1 0 S I ST BUY RITE HOMES SCOTT KENNETH M 06-30-99-0-4-0220-0000- 03-00000940 RES MANUFACTURED HOME SUBDIV PHONE PHONE . (479) 795 ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURIID HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/15/04 3/16/04 4/12/04 4/13/04 JLL AP JLL DA BUILDING FOUNDATION FOOTING KATHY 681-0777 BUILDING BLOCK AND TIEDOWNS KATHY 681-0777 foot1ng dra1ns are reqd to be 1nspected due to the nature of the slte caut10n lS reqd 1n the des1gn at th1S locatlon/]ll BUILDING BLOCK AND TIEDOWNS BLBT 01 4/16/04 JLL 4/16/04 AP 4/16/04 JLL BUILDING FOUNDATION DRAINAGE 4/16/04 AP Kathy 681-0777 per1meter dra1ns BL99 01 ~/08/04 -iW-LL BUILDING FINAL KATHY 681-0777 FINAL REQUESTED BY BUYRITE HOME OWNER CLAIMS NO OUTSIDE FIRE ALARM INSTALLED YET AND IS REQUIRED BY FIRE DEPARTMENT -------------------------------------- COMMENTS AND NOTES -----------------_____________________ BLBT 02 BLFD 01 - PREt.'ARED 6/10/04, 12: 50 13 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 6/10/04 1310 S I ST BUY RITE HOMES SCOTT KENNETH M 06-30-99-0-4-0220-0000- 03-00000940 RES MANUFACTURED HOME 795 SUBDIV PHONE PHONE (479) PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/15/04 JLL 3/16/04 AP BLBT 01 4/12/04 JLL 4/13/04 DA BLBT 02 4/16/04 JLL 4/16/04 AP BLFD 01 4/16/04 JLL 4/16/04 AP BL99 01 6/08/04 JLL 6/08/04 DA BL99 02 ~~ BUILDING FOUNDATION FOOTING KATHY 681-0777 BUILDING BLOCK AND TIEDOWNS KATHY 681-0777 foot1ng dra1ns are reqd to be 1nspected due to the nature of the slte caut10n lS reqd 1n the des1gn at th1S locat1on/Jll BUILDING BLOCK AND TIEDOWNS BUILDING FOUNDATION DRAINAGE Kathy 681-0777 per1rneter dra1ns BUILDING FINAL KATHY 681-0777 FINAL REQUESTED BY BUYRITE HOME OWNER CLAIMS NO OUTSIDE FIRE ALARM INSTALLED YET AND IS REQUIRED BY FIRE DEPARTMENT f1re bell on exter10r reqd/Jll BUILDING FINAL TIME: 17 00 KATHY 681-0777 FIRE ALARM HAS BEEN INSTALLED -------------------------------------- COMMENTS AND NOTES ----------------------------------____ BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at 1:S10 ,_ ~ n .S> -1- Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: -t=:,~ ~ k-QJII4.-Nl 3)1 :h"r7-i~ L:::t2ft t-1l~D ,"0 +0 S\'l4 Dice;;- i).:.~~ ' These corrections must be made and are not to be covered until reinspection is made. When c~ctions have been made, please call 1",\ ..... , for inspection. Date ~ / I i DO NOT REMOVE THIS TAG PREPARED 4/16/04, 12 39:33 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 4/16/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER: 1310 S I ST BUY RITE HOMES SCOTT KENNETH M 06-30-99-0-4-0220-0000- 03-00000940 RES MANUFACTURED HOME SUBDIV. PHONE PHONE . (479) 795 ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/15/04 3/16/04 4/12/04 4/13/04 JLL AP JLL DA BUILDING FOUNDATION FOOTING KATHY 681-0777 BUILDING BLOCK AND TIEDOWNS KATHY 681-0777 foot1ng dra1ns are reqd to be 1nspected due to the nature of . ( the s1te caut10n 1S reqd 1n the des1gn at th1s locat1on/)11 1~0~~ ~ BUILDING BLOCK AND TIEDOWNS BLFD 01 ~6/ 4 JLL BUILDING FOUNDATION DRAINAGE ~ Kathy 681-0777 per1meter dra1ns -------------------------------------- COMMENTS AND NOTES ---------------------------___________ BLBT 01 BLBT 02 ... -. PREPARED 4/12/04, 12 38 50 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 4/12/04 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1310 S I ST BUY RITE HOMES SCOTT KENNETH M 06-30-99-0-4-0220-0000- 03-00000940 RES MANUFACTURED HOME SUBDIV PHONE PHONE (479) 795 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/15/04 JLL 3/16/04 AP ~--- BUILDING FOUNDATION FOOTING KATHY 681-0777 BUILDING BLOCK AND TIEDOWNS KATHY 681-0777 BLBT 01 COMMENTS AND NOTES -----------------------------_________ 1)~ I . ! i I I I I J BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at ----!-1J D ..s r ~ \ Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~wtc; k,;-- Cx4( ^- ~ ~ ~&U(fZ-B'D "1L.dvIJd St-\-z.-0 v\-v~ Tr:- :~'~ ~E ~ ~)~~ {)N,( ; d2- ~D.L ~ re /-;nV C 90s;}; l!~ Q.,l" peJ These corrections must be made and are not to be covered until reinspection is made. When SQUections have been made, please call ~ '7 - ~ yl \ for inspection. t{ 1;- 4 ~llo Date jJ 12-1 ~ DO NOT REMOVE THIS TAG PREPARED 3/15/04, 12 15 09 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 3/15/04 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1310 S I ST BUY RITE HOMES SCOTT KENNETH M 06-30-99-0-4-0220-0000- 03-00000940 RES MANUFACTURED HOME SUBDIV PHONE (479) PHONE . 795 ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 ~/15/04 JLL BUILDING FOUNDATION FOOTING ~ KATHY 681-0777 ------------------ ------------------- COMMENTS AND NOTES ---------------------_________________ FileD FOR RheO?r, , D "- '-11: rilC!UE.S T '[~,~~f:<:'. ..~~ -. '-........~l.I1CO After Recordmg Return To Jams and Gaylord Butler 43 Roman Rd Port Angeles. W A 98362 2003QCT 31 Ptl /: 58 2003 1121308 Clallam County CD SANITARY SEWER EASEMENT F or and in consIderation of mutual benefits, the GrantorsGfut 4.eb firrt.~d :::tiw/5..1 Adt~,husband and wIfe, do hereby grant a permanent easement across lot 2 for a sanitary sewer lateral to serve lot 1, Short Plat 90(05)05 across the Grantor's property, more commonly known as 1310 South "I" Street The land referred to is m Section 5, TownshIP 30 N, Range 6 WWM, Clallam County, Washington, and the easement IS more specIfically described as follows: w o An easement 5' ( feet) in WIdth and 70' ( feet) in length, located on the east property line of Lot 2, contamed m Short Plat SHP 90-05-05, per V20 P 64, Block 402, TownsIte of Port Angeles, Clallam County, Washmgton. tJ\ Grantee shall have the right to mgress to and egress from such said property for all purposes herein mentioned. All restoratIOn for SanItary sewer lateral relocatIonlrepalacement within easement shall be the responsibility of the owner of Lot I of saId Short Plat 90-05-05. ~ \II 1 The right herein granted shall inure to the benifits of the grantee's successor and assigns, mc1udmg any party which It may grant contact, Joint user or other similar rights. DATED 1010/103 I { STATE OF WASHINGTON) ) ss. COUNTY OF CLALLAM ) sf-. f\,,-i-_ L _, ThIS is to certIfy that on this ..3l.:. day of ~, 2003 personally appeared before me G,Cl.jol"d 'I- J~ R/.d:.L.;) to me known as mdIviduals described in and who executed the foregoing Instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purpose therein mentioned. GIven under my hand and offiCIal seal this .3/ sf day of O~~~, 2003. \",UII" "," f~\~~\..' N O..q ""'" 'Y .... o. 0 " ..... Q. O'~ ,~. a ~-;.. .. ~OTA.-Rt~..~-;' . r. ~ I · · : im: NOV 6, 2006: a s~. .~- ..7~ ~r. . "'$ '\ .. vBLle ..0$ ~.. ..,t:;.~ "'I.O~..... ..\~~~ ~"" WAS,", t.\~tj; ',,'........,,1.\ a.&Ju:~D~ Notary Pubhc in and for the State of Washington R,,,dmgat Sif~rn WMI..,+ '/ t5~~' ~ ~ BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rec..8 - :28~3 Pemlll# 940 Dale APprOVed:~ Date Issued. Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Uyou have any questions, call (360) 417-4815 l r Applicant or Agent: Gi\\.A~cl ~ ~'\ ~ V1 ~~-t \e rfJ..~ Phone: (:2,&1::) t..tS~ - 101.{ '5'6 , \ . '>e.R.... Owner: ~"" '" 'i ~:'. v:..?l",;\:~' 1\\ So.ott. ~""-"~ ""."., \ Phone: Address: y.~ Kr2.~81o ~!E!d City: '?DPt An<t~ \e<;. Zip: q.~3 sr.:L ArchltectJEngmeer:'\,",~ , $-A1'1 stQ)I/\ ~)~ ~ Vllf Phone: \- S?rJD" 'i)1.lc ~ DI C;-O Contractor ~\..tu~\-t-'O t-\t:lIJne..-c; StateLicense#:\\\\'Xal~l'tl~LjAExp: 5(ri.f\{aL{ Phon~Ic';l$b)?(- '0777 Address:d,6Cf4~3 \\'''~'\U)lA~ lD\ City: Se~lj);VV) Zip: 9~'3.g~ PROJECT ADDRESS: \ '3 \ a Sa~ -t\n II _L u S-b2. eer ZONING: R S '1 \~A SnoQ\ P\4\t -\\9t)-5"- LEGAL DESCRIPTION: Lot: c:> Block: Subdivision: \I ~ C'I ~ C. Y - CLALLAM COUNTY PARCEL NUMBER: (')~ - 30 - Cl ~ ~ C:> '---( - a ~ ~ ~ 0 _ ~ D '- 0 (0 Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC # Exp. Date: TYPE OF WORK: SIZENALUATION: }I( Residential ')8( New Constr 0 Re-roof 0 Stove \ () l '3 SF. @ $ ~ 3. r~ /SF = $ 4314 (, ?, Lf o Multl-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demohtlon 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ l...{ 3 74. t. '34 BRIEF DESCRIPTION OF THE PROJECT: 'y\f\ ~\I\..\...{ ~ tAl' t I y'P o\< lNn IfY"'I~ 'PL~(' P IMP1f1i:'- ka rS€r'\ /V}&]yt).:.KS-3et::>I :5 _. , \ S\I"9. \.-e., ~f\vY" I..t - V mWl- COMMERClALfRESIDENTlAL: Occupancy Group: ~.L'\~a.~~At~ccupant Load: Construction Type: ~ ~,~e. f?tl te..d No. of Stones: ~ Lot SIZe: '1 DCJ 0 EXisting Sq. Ft. ~ & Proposed Sq. Ft. l ~ I ~ = TOTAL Sq.Ft. I D ( 3 EXisting lot coverage ~ % & Proposed lot coverage _% = Total lot coverage I t.( 14 7 % APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: '--- ESNWetland(s). 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICA nON SUBMITTAL: The Building DiVlsion can provide you Wlth informatIon on the applicatlon and plan submittal requuernents If you have questions. V ALUATIONOF CONSTRUCTION. In all cases, a valuation amount must be entered by the applicant. Tlus figure will be reVlewed and may be revIsed by the Buildrng DIVlslon to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance PLAN CHECK FEE: IF a plan check fee 1S due it must be sub nutted at the time the building permit application and construction plans are subnutted. All otherpennit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued WIthin 180 days of the date ofapplication, the application will expire. The Building Official can extend the tune for achon by the applicant up to 180 days upon written request by tbe applicant (see Section 107 4 of the Umform Butlding Code, CWTent edItion) No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. J am authorized to apply for this permit and understand that II is my responsibility to determme what permits are required ,not the City's, and that J must obtain such permits p 'or to ork. TWORMSWPS~"Id,"~="~d APPH'~Jl;:!/ljY~:t'f/;:;;3 . ~ (;5N~a'l:! ~ C') ~ p;: iJl: => 3 go CD :::I a gg.~Jn_iJlgr< ei z=>O<l"'if...s 0 Ii' Ws'o'ih:s.=> 'TI &r e.~3iiif2.2" ,,~;g.~:: if:: g CQ.iJI g,g Q.~ ... :::;;lll i": ~&t"liJ )a om-.=::stn.... Z S. ~ Q. OQ i!.r 2. Ci) a= t;:C>-=-~ 5,a~~gg~m ~ :i"iS- ... g ~ ~ (I) OQ~CL.~:::;;c: , ~ ~mg~g.~g~ r.ea~s: g i~ ::s ~a =rs'CD III l!l C;"g c CD g-CD 2 Q.3~=-'E.~ -c:O CD 0 CL. Q) _. .... ~ - - ::r 0 r.!.=:~cni:sn :s ~~~ S"o{g ." a.=3-m~8 ;- ? s'~ ae::sri ~ ""-~II ... PP1 L- 3' , I". ~<-o- f 20'x24' I Future I 3,,~Detache9 /. . Garage I 1/ _ _ ~100;. --'-- 20' - - 2S'x3S' 3 BDRM Proposed Manuf. Home . 13' Alley I I I I I I I ~20' I I I I I ~n ~"':":-:t cii---;/ tUn ~ r-~ tz.-i i1 - -T- --- --- / Existing Sewer Line " THIS DRAWING IS NOT EXACT & IS NOT MEANT TO BE USED IN DETERMINATION OF PROPERTY BOUNDRIES -IDENTIFICATION OF PROPERTY PINS & PLACEMENT OF THE HOME IS SOLELY THE lAND OWNERSlPURCHASERS RESPONSIBI I 70' 4--20' ~ \ I 33', I I 20 ' x2 0 ' r; I 2 Car ]' __ I Gravel I Parking Area Phone WTR - C/-L - C{L I "I Street" 35' 70' PWR Gaylord/Jan Butler Tax ID 06-30-99-04-02-20 XXXX South "I" Street SCALE: I" = 20' ~~ \o~ c\... q-f\Y'l B~-tl<<oK. Db - '30 - <f<t' - () Ll .,...-0 -<.. - 2- 0 STftRVlifW ~G~~~\7~U:;~~~T · 3 BEDROOM · 2 BATH 381011 ~ ~ N Dol:lr 46x3'tH __.t: =t__ 8 - .t~ C .) '~ '--: - Ref.." <\ lAUd ~ Opt 1 1 - -" .... KitGhen l ""'I 1 1 r = Bath 8ec.room 2 1216- ::J .. .... -.l q14- Opt ... 1 I~.' III" - 1 1 <:) ."... 0 'r-, fo ~ 1 .~- f-l :~ <:) V" '\ 1 1 1 1 1 1 - )trc.robs ~ "'-0 ~ MostBr BBdroom Living Room Bedroom 3 12'6- 16'ON Q'4- :I: ~ ~ ~ 46x3'fH 46x3'fH 46x3'fH 46x3'fH -\\ 'fODT:r-r -r/f"'l --- 00 I ) IVL I lGL k,-~...jOL 1j REV #1 STftRVtrW Construction & Exterior Fiber Cement Siding with 50-year warranty R-30-11-11 insulation Heavy gauge steel I beam construction with full depth outriggers for superior support 2" x 6" exterior walls 12" eaves - front door side 12" eaves - endwalls 8" eaves - back door side Extenor G F.I. Vinyl frame dual glaze windows 8' full width floor decking system Interior Textured and painted Interior walls throughout 5/8" sheetrock ceilings Residential knockdown ceiling finish Washable intenor paint 90" residential Sidewall height Concealed "continuous ridge" beam White hollow core Interior doors Tnple passage door hinges and mortised doors Metal miniblinds throughout Designers Choice cut pile carpet: Living areas Rebond carpet pad Vaulted ceilings throughout Due to our continuous program of technological Improvement, speCifications and prices are subject to change Without notice Karsten Homes reserves the right to Improve models Without incorporating these changes In similar models produced at an earlier date Dimensions shown and square footage are approximate IT:rJT~' ;~ hJT""Ul rJT)) 'JT~i ,S .r Lr~ 1 l'\.Lv Olympic Oak Plaque Style Cabinets White lined overhead cabinets Cove molding on overhead cabinets Dual steel drawer roller gUides on all drawers Drawer-over-door-cabinet construction 2" ceramic tile backsplash Dimng room overhead light G.E. 14' frost free double door refrigerator G.E. freestanding electric range Kitchen Baths Ceramic sinks 2" ceramic tile backs plash Ease edge mirrors Decorative tulip light above mirrors Linoleum both baths Power ceiling vent Tub valance Uti! itv Shut-off valves all Sinks and tOilets PO.S. fresh air ventilation system Additional Features Pnvacy air return door system Cross eave ventilation 5-year Homeowners Protection Plan 1200 Wileo Road P.O. Box 537 Stayton, OR 97383 1-800-826-0150 Internet: www.thekarsteneo.eom ~ HEN SCOTT, INC. 08/14(2003 l~U 11:4~ 1. .it 0963939 rAA JOU 4b~ ~UUb ~B up~ow.n ~~a~V~MrA 00-14-03 09:57 P.02 't"\Ivv., ............. !/J- l! No. QjU.'.AU:C-~ V ACANT LAND PURCBAS:tt and SALE AGREEMRNT TIDS CONTRACT CONTROLS THE TERMS OF THE SAL~ OF THE PROPP;RTY (J'k... r..ct ClII'etalJ)- bcI'ore lipIDe) 3 4 5 6 7 f\ II 11.l 11 12 13 14 15 1ti 1" 1D 1& 20 21 ~2 ~3 14 Pol. 26 ?"I ;>n ?!l :Ill ~1 32 :;a 34 =~ 36 37 ::sa 39 40 41 '" 43 44 46 40 47 48 49 50 51 5:' 5~1 (>., ufo !in 67 /'if! !.1ft no 61 tl~ lS3 64 0,' " 68 67 OS 69 ~t." .~.2003 ^n~NnV nISCLO~UR.E: At tne 1I1\11'11no pf IIllea Agroom.."..t. thn :'Iftlllno Agent OnMrt f1tuflfl o. l18!1mg agent) z re~~~ tm Buyer, DSlill1Of. ~-F'enie8. Neither "srty.nd IN! h.U.~ AVllInt (InMrt nama of 1I.lIng .Q_nl Pih Mewr _ nIIprelOhlod SeB&r, 0 Both Partin BUYllr tlI'ld SeHer both cxmtirrn that "rlor C>rulldfldlOl written dlsclolllJ1'8 of agency wa' ProWdIad to each or them In Ihl. ~"II~:lIon. 11 Selling Agent and Listing Agent are dlffervnl JL.:UII'.'H-'~ llftlll/dcd with the same broker, 1Mn Mth f)erU.. consent to that brolwr Il/'llll'll 80 Ii duol ogent. If Selling Agent tlnd L.l&llfIQ Agenla'" tho 118mI' p~rllOn repre~M1no bolh partie.. Ihon N.th pa".. conflrm their Clan..."' '" U16t 8Q6I'lt and hleltaer brok4n ~Ctlll\.l fll: (J dual agent. Bolh J>erUo~ (Jekncwfodge roceJpt of a copy of tho VCimphtllt .,,1I1Iod "The Law of Real tlll"t.. Ag.nq."'. 1. PARTIES. Thlt VACANT l.ANO PURC~~ and SALE AG~ENT (.^A",~o"t' Is madll blllw"l:;1I Ollv1Drd BaUIII:I~ *t\cS ."'..n~. BuUsui:. .. . ae ''I3uyer", ..lid ~h H Seot:t: .___. .."Selle,..BuyorOOrooulopurct\8MSell8r'&properry Oll lhEl following terms and rondlliont; ~. PROPI;RTY. Cornmcn Addrv~ ~th t gt.~AA~ City PDri: Axla"...1 ("n County: ~ Zip 98362 (l-ft~ Parael Number) 063099040220jL LEGAto DESORIPTION' L :2 IN?.!\. !h()T.t: Plat: 190-5-5 V20 P1i4 ~ If l AQaI OellcwtlOn I~ not Rtltld:;;~j 01 riMI M.t4'~lanCQ or thla Agreement BUV(lr ahaD haw three (3) bualno.. dAv,s attu' .oocJvino 111M I AORI De$CflpUon to IIpprove Ihll I HI/HI DeoorlptiOn a& .~u...tely re1Iectlng Ihe Proporty whIch lhe 1'81118& Intend \0 be lht ~ltJJ()C\ Qf thIS Agreemenl Failufe to OMl written dillllrrrovsl aIIall be daemed 10 be approval. 3. rll(,uT l~ ,~ A N~ RI~l:I'r' T~ rRM!"RSI;; f'UREnR'f Sleet e8Y~E8 (8H8IIGMISII-GOYN'F'.' eNL'I}. ",. ".........1, [II.... n ,n1H1t ..:J1u.lll{Jn.....r4 f'.......I~rJ oj" 0< r-;JI' ,,,1,,.-/ "/IU~:,' 1.QOg ffllt 8f "1'l1'1I11".'." -.1.1"'--.1.. gl\o"ftflI\~. glll"t)', '.~.'alhlfllte". If Ill.. a1l8M-.../,;ftlJ~ Dlll"'Y tlJllfght '^ Po 'Tr"I r'lIq.Nn~ IrA S'-tJltqrq~4" ~r "'~"'U"h5"+ TIIl.~ D~("~yC I,. C I' f'~l "~L...~'tr,.u.._"" ~.-, ,..~~...I' ..IWat.1I t'~9\IF\ 490~ .rl"''''gn..hll~ lq~'i'l 'rInd" 1'1 -'Mh91"'lrh ('9' 'I\!y. W811hIAgI9A. If It Ie, llMfl""....,~..I.I-""'OQt...l>1 ~aht ~ PM~II46 F""",,,L 1 &...01........".. AI"""l",.,.,," _......l1.l Anlllvala.,,1. 4. PURCHASP PRI(:"'/~INM,JCING. Tha Purchase Price Is (SlB,500.00 ),payableelfollowa: o Alloa8h lit cloelng (1I0l c\llldUlunul.l em BuyorobtDInlng a loan). [ill Pmr.eGld. of Buyer Fln/lI)(\lno (,.ttal~h e 'ltlfltlclng Addendum, W..hinglon Alltod..Uun uf R~L ~ fQlm A-2). o Other (~'a d I II Method of Payment Addendum. Wo ahlnglDn AttoOlllltlo" of REAL TORSQI) form 40101). BUYllIr A.prw.ontalion: FlUYGr repl'Osenta that BU)'W hila aufYk:lent fund.. .VIOII,.hltt 10 C/O.. th.. eaIe In accordance wilt1lhll AgrOOnl&nl, Clnd I~ not relying on any o::mtJnO~lPt t.:JU~ C'tfful'ldllllJnl8al otherwlee IOlforth In thl.AQ"'lJmenL 5. ~A~NI!$TMONEY. ........ "........._ __ VOL LAN'" (11200 . 00 ), t8I1ln..A~l\laoknowlod~. "ClOlp'vt'~.MeIlt Money C""1l UuyGlln 'ho form "I 01'1 chuckror$ . Dealh of$r .Onote forS . duo 08 elated In the nole (ropy a ttached). and/or [&J Orhf'r ~ .c. _' _, .' In the form of' to be 'tra.nsfer~'i .f~',c:'>m 1975995 . These funds shall ~ tl.rso'lltld Inlo the celang broker', tnnl account or C 1 allam or; + 1 e Co. 10 be oredllsd 10 BUYDr .t Ciolino. My cheoks "'.11 b. dapDslJad by tho close 01 the bUSII1BSt dClyfollowlng the dRY of mU\i.JoI l\oceplAnce ofthla Agreement. 6. FE AStBILITV CO NTI N GE N OY. Thlu Awf_II'" II 1m I.. 0 Is not ClClnllngonl upon 8nd OUbJClCl to Ih. BlA)'er oblalnlng at tile{!] Bu )'8I"s, 0 's('1I a.. s _DIe 8lCJ'l.n.... .. '\0>1 "',, 1((,) rOQllrdlng the folllllblOty of purchasing the Properl~i whIM "j)()rt Ihllll be satisfactory to the BUYllf, In Ihe Bu)o'er's role ("~(.IIfJlllm. BII)'IIr's Inquiry llholJld Include contactJng 811ltatl. counlY.and oIty .g.ndea.1 woU...I WIIbsr. IeWerand other cpGc:lttl tI/:-ltl(:li- Itl which tho proPCltly Ir. \ncClfc..-d The Buyer'. flas/bDtty lIIudy should alllO lndud~. but wit not be limited to; (1) hezanlo.... waatb Insf>ectJon, (2,' Clppraleal of the ~rOpe(IY; (3) &nclnQQt1ng end eoll 8/udlos; (4) utility and zenlng ctudll)&: (6) oc;onoml~ fe..,b1H1y of ownIng and oP<lredng \h' prnperty; (6) I '''''''''''y of thA PfOPArtYi (7) whelhQr lhore aro any building mOllltorluml, ,pedal building f\'l<lulromenlll or un"".::Jnmcnlni ro<:.trlctione; (8) whe.her there are an"l9rowlh mlllsalllm or oll~ Impact fee. that must be peld; (sa) th. proceclu<<l Md 10nOlh of IJnt6 ne,""SSdr) to obtain appro. /II lor building pllnnlhl Ic)r any changes to the ImpTOwment. on tha r~~~r1)', and (10) other A>;u:eaoe CheroklJ..st _... ,,__ GlAte ofWsDhlngton, ,- . ~ight&aZ1_ ~h01.J.!I~t! '1P4u.- 1hlnt1~tl . DOLI AR.<; 6uyel '~)/'I11 G()hc.lll~lvClly bo deemed [0 haw waived thl, Fe~l.1lbIUl)' Cbntlnglllley unle88lhe Seller or Usllng Agtmt Ic"celvot; WI1lIan nolfce of Buyer': IMonl \0 tormlMte Ihl~ Agreement within 14 day_ (thl"Y(30) iUya afnot 1I1od In) tlrtcrmutuaJ aooeplanoe hf 'hit AQ,...menL Th" t3U)'l:f or an euUloflzcd agcml of tho Ouyor ~1lI1 haw the righi, at nIIasonebJe times, 10 IIlltf)1 UfJO" the ProJ)8rty for the purpose of Gcmduconl this feaslblNty study, pwVI(JM. th~t Eluyer &hall caUM no lien. 10 be racol'dfld ega1nt't Ihlt Utili Iu III., f'lolN~ b)'Buyar or any of Bu~r'6 eoenl~ conlTl'lc1ors or Invllees /\nO aUJ'I)I IIgroO& 10 IndM\nlfy and hold Seller harm Is" from any .nll "II ~.. Ul dan\llge& which Seller may Incur du to O~r'. or eUyer'e Iloel)u" contreclon or 1"""111" ral'tctn~ 0t'I the ~rty. If ~ywfaUll to 'JVg or uuary tho 1caslblllty dudy cOl\tlngenc\ DI \\tjll bll"lI8ctlon falls to clo~ due 10. d.r.ull by tho !UyGI', tho Buyer[] eM., 181 flhaU not 1 edl dctnwr 10 SlIIIeJ c;oplO~o1 any alUCIBS 01' Itl$pecllons. appflll$l\IEI or E1Urveye and lany Qlher 'monn_lIon whICh ollher the Buyer or th ,.... la hlN'& obtained In oonnecLJOI'\ WIt. U10 BU)er'.1ea$/blllty l'tl.lOY, cE:- Buy.;r 11)111&(9 ~ COI'~'KJtJH" WN,i''':\1:J 0/\ ,A,.!,'l(1(,1A1101'/ O/lIUCA,UrolUlllo, Ill" nllI.l.(n....' I'.~, I of S r'rC4\Xod whh Zlp=onnht ~ RIi ~ LLC '602~ ~II\_ MJ4l ~ 0lN0n Townoh", toIldd;an"llOOS&, (IlOO) ~ c.w~ C414Wo:llk^,,,r Uf........R...~, ,",r. L,~ '"",,, ,....\ s,,- l'onA:ij;oIcoWAPa"2 hQIl.,C260H17.2'/JO ...... (Wl)A" "4' 'J.I/U\'t\\ 'It''x KEN SCOTT. I NC. 8963939 11~".l.v200;l JJHI 1l:<t<J FI\:\ JUU 402 8eCJO C" Up'tO"U RE'l81'tY-I"A 08-14-03 09:58 P.03 ~VU.lf:~V~J 14C1 111. OTHFR ''rFMa 1"8 10110"";"0 iI....." atu InCJ'Uded at no IIddllkm..' co.t: .l!lJ.)..f.t2;! ~.;4.J..l ftccu~.t..e.'-v ftn~ cJ&lui.l.y ~ 141 eorners wi tbin 1 r, dayS of mu.1:u.a~ ,.Qoeot:anee _ '42 __ .._____.__. _______.",."....._ 14'3 The, following IItlm8lm. nnl Il\clud9d:___ . .__ 1~4 _ .. ..__ 11" 111......, QI\d/Ol' other Cl'OI'" lID ..N, CI 41'0 I'IOLll'lOlulft.ttl...1Jo\6 114'6. 146 13. TITLE. . 147 (s) Till.. 11I"'''~'''''"u 10 be '.Hued by:. (j 148 Tille Insurance provided 'II clOsing shall bel8lSln,'lf'tllrd "1I.'nwflmc:e F',lCI"ndad TiI1e IlIwraMue. (I( no tlcJx I. c:hecklad, Standard Tltl" 149 Insurance .hl''' h() pro\lldlld.) Seller Will J)~Y Ihe COGI of Standard T.U6 Inwrance. II Buyer requinn. Extendod Tille Insurance. BUYflr 1 :,(1 agre88 10 PHY Hit WtSlts 111 lIxcess of I/)ol'fl char;6d (or the stnnd'M (elm Including, wtlhoullllT1/l.1\lIon, Incrollt.Od j:lt'eMIUITI& ~nd &urwy i~' CC$~ If 0 r,llrwy Is l'equlred, E'ouywor ......11 o,d.r 1t1. .."....,)' wtlt1J" t1lree (3) bUllnen day.. of raclJlvirlg notlc;e from the title comr>""'Y 1;'01 a 152 l-l"\l(JY 1& reoqulred Md Bu)'Or IIlMlII pety Ihe "lllTult~d ~.t o:J ~ IlUI'WY prior 11'1 F'arfcsrmance of sny lIUMlY -.ri< .., lW~ oon WOI\lG 1 tl3 1l:11uwflllltmt fur an extend(f(i I'olk.yand leoepletandard /IllfllnllUl'IIl1ca. 10<l (b) "'11" b>r.a\lf1lIn"", C;~mmltment: Sellczr IIlJlhonzel1he 0 LISting Ag.ntor I2ICloalng Agsnl, "t SQth;), \, "'~lJC,"", to apply 101 f\ flr~llrnli\o,)' 1(;1) commltnlfllll rUornmltmenr) for IIn AL TA I011ll OWnet'. pulk;y ur T1U. InwrllJnc;u ("Pulil.yj II11 d.,.l.dl....ll" Kwpars(lraPh (II) above. with 11\13 Inn.Uon p"lt~II~'n endof'$emenl, If ftVft"ftble lit no addItional charge. to ~ IHUed by thl .!"to,," \lIb company. Soli. ItJall Pl'Y IIIIQ 157 11'1.......0_ ClGn(.;QOaUoo faea. 1 Ml (<) ~tbMod TItle h'eu".,.....: I:\"l/III Itl'1Iu1GWledgel lt1at tile oQ~rl'loe aft'orded bya .ral'ldllrd forrn r>ollcy ottllle Insurllneo J'l/'Cl..../Clon ilmltl)d 159 (of 'tf, coWlrage1Clr IOlLlI by 1."N'ln 01 o:m1l1otl In boundary Un",.. ~n..ge In ..rea. encroachml'nlc.. Cd any other maIler. whim '''' "I,;CoII".k. 160 SLlryey WCLlJrl d/&elo6e. More extenaMl wYallIge through an ext.tndcd J>CIllcy of Utle Insuran~ tnAY ho alw,Dabla for en additional ~'h!lro~ 101 And m/"JOl:l III '1('(llllonRI requlrementlllmptw~ blf Ihe lIUe com~ny 100ollJdh'".. ~II/OY 1d:! (d) TiUo In~Utlln".. EltQoptlons .nd &~I".I.nal nIts title poUcy llhl\lI UII'lt.\ln no Q)(l'oAr.IlMfl tl". M FlllnllJr.lone Irnrn Q)\I&moe olher tf)/If' 163 tllollU t1rovtded In the speclll~ Illlel polley 1urm and thOle whlcn at'llo 1AJ1..,.t*,,1 with I&Ubpa,sQr""h (0) baluw. If liU., cerl/lol be 1Tl1l(/f' ..,., 164 h,surabl. by cloalr"", llnu II Puyev' doea not elecl to war...., IIny eXC8pUona to coverega whllil AM Mt tonals18nt with thIs ~u!;lj;lnll'vll'r,r, 165 MIIlJ (;4lhpftrft\lraph (e) bell'>W. this Allrvemt1f1t .".11 lannln.ls.1 au~,I, y",Iiv". 1tifi (t:) CondlUon of 'I,tlg; Un/cas olherwlee l~cI1Ied In IhlflAol'fJ6Ment. t/Ue to the Prupcxllf ul Cllotlfng shell be free of ,,11 u"':lJmbr.H'Cl.ll:. And 1/., rlflleol\l whIch Inlc'lr(,I/'(t W11tl buyer'e Intended ueo tlf the Property. Pl'llIsently R>C(lrrlNt nnorvallona, COVGnanl.. wl,c.lilj",,~ ,,"J 168 ....tri~CIf'IfI. ""..w..snra. and extatlng bufldlno or nllllng tuQulatlona or resl1lellClnll l'ohnll II0t lJu "'-lllloldarlld enc:un,hro'UIQIJ" VI d"{,,,..k 1(19 provlrJud UIU)' l.!o not interfere wi/it F111)'Dr'. ",lMldlod UM or !he Pml'oorty r\vy./ ..,,..11 WIlOIUblvloty be d4tcmlld 10 huvu c.ccor>tod '116 no COIllJitlIlIl "'\ IIl1tl unleao the Seifer or lI~lng AgCIII receives wrllllln I'lOIlM 6f' BIlY.,'.. I:JlJjbc..Uor'8 Within OS IJuoInooo dayCl (fi~ (5) III pUlirleee daYtt If 1101 rifled In) lifter lha ConllnlbllllnllUr UIIe kn.ufllnce 15 rnedo uvteiltel)J~ Iv u,.. Buyer. EnOllnl/lwfI'''I,r, 1(, be discharged by 1 7~ Se bl!lr aha. ~ ~ 'd rrom Seller'. fundi at c1otlng. I/J (f) MIn....1 r1tJhla lID "'b Dare. nollnduded. ii' c.:l.U.~~lUy owned bvllelltU 174 14. MlftlGNtoIF.N'Y. Suy&, 1'118)' nolaNlgll ell~'. inwu,Sf/h th/. Agreeml'M wllhol.il1killm pl1c:.r wrillen conaant. 171> 1:'. Ol:...AULTfTERMINATION. If 1t1111 AQroomem Is te.rmlnaled for any reasol'l, Q/\V costa 8111hOriDid under Ihlll Agroomont 10 bo advanced from 176 111(1 (l(UII-.lIl'l/:lIley depotl! shail bel ~dlJ(;"'d IllllCJrll Ih.. rwmalnlng ..11m..'" ,uc",..y ,. r.funded to the Buver or forfolted 10 SeI"r. If l! dispute 1 n should emfto'\; Il:\Itmlulij UMf disbursement of any Ml'l'6t.lI'I'OnflY, Ihe psrly holdlno thh Q8me,st money may Intorptuuu Ih.., fUfldo Inlo court and 178 thaI Dartv shllll r(:('OWr e/l COllis 8nd .UnmflY "IN o!IlJ5(\QI(\t~d with the Interpfeeder f\t~t1t'n ',"111 Ih" ",ame'l money before My olhel I III d...l>IJreemenl8 fire lnl"ldo. /"u.lh"I'"W", If either BU)'IIr or s.".r Qofaulte. tho non-defaulllno party mtly ~<'Ik ~oelfle. p6J1'ormanco or darnagG". 1l:lO lIxottpl U1I11 the ~(lIIC'r'" '''1 lied)' IOhll/l be limited 8& followl' If lhe bo~ bbIow has been checked I biD 11'1 the tJV('>nl III" Ou~ fells, Wllhoullegel .II(~\IO, 10 CXJrnlJlete the purchalHl o111lr r>roporty, U,U o&Jnlut.l mO(l~Y delXl"'. mlOl'1<> hy Ih", 1lJ~ Buyer lfhtlll btl {()dollmlto lho Seller lIS the aoI..nd s~\Julllvu lemed)' avallelble to the Sellor tvr ~u<.h ,,"Uure. furthermo"" If lh... '''In''''51 111..1 rnoney deposited l!IK\.o\/VIJ.. r.w ""tl.*nl (5%) of'the lale pr'l>> , :hJlGr may,.lal" 8C Iiquldaled dlln,,,,,.. alllJ a.. Solfvr'(j 8lJk: romedy 1ll'l lolCJrr,.'t mc,nllY f1quplllln vIlly fj"", ~rCtlnt (6%) of !he Pu~IH'lle p,~: 1111)' a.JIllUonal ewnllsl mOIlt;ly tUl/JIJ I.lo lufulILJW 10 Duyor If Ifill Ill~ oWn",t rnonflY I~ rlld..it..J te.. lIQuidated dNTlflOoll. tho monoy UlaD bto d&\/ld.d nny pllolC~nl (1'\0%) to Coli." tw..flly.fiv.- jItl'C;enl (25%) to 186 !hnll,.tln" 1'1"01<..,. loW.! Iwer.ty-fJve percent ('6%) 10 the ,.llInO btakBr prcMrltorl, htlWO\l()f, ttlatlh~ amount paid to the rMlltWltfl h((J~"r" 1117 ~hall n()t exceed Iflo ""Mod I>rok..,..~. foe. 168 10. AI IOkNf:YS' vCrS/COSTS AND MEDIAl ION. " UI. 13l1y1or. seneI'. or anv rMI "IIA/l, IIct)f\&6& or bl'Ok6t 1nlo'OI\oOGd in this traneRCllOn IG 189 Invo~~d In tI"y .11"1',,1.. 'wt....UrlQ to thle tranetlcllon. all)' pl'M&lllnll 14rty .hall ~YW r.awnrtblo ~ttumuY\l' fM. .IId <lUGtll (If1cludlng those for 1101O eppea/a) whlc.il 'u!"lo lu III~ dlllt>Ule. In Ihe ewnt of'. dlrrpuw. 1I1.,-.cunrneoded (bull'lol required) lhl,l\ Ihn F*rUeIl6nOElg& In nl9dletlon In ill ,~, effort 10 I'8sol...., till' dlt'/IullJ wlUloullhe need for a 1aW8U1I. Thu Wald.lnubn AssodaUon or RFAI TORS3\) do" C11rel a rnl/dlaUol'l 6erv1ce For 1lfL Infonnatlon, \>tOil i.e60 ~60~~',CI. 1~ 17. FlRPTA COMPUANCE. Th6 CIO&lna Agent Ia Jrt,truof.d to preIJlrt 41 certlflcaffon that tho Sollor I~ not II rYottlan ~'l'8on" wIthin the 1!}01 rneanlng of the Foreign Invl'I"tment In ft..., Property nx Act. 1rM U.lIer IIgr... to IlI;n thb c.r11"C'atlon. It the Sellor Ie a 1o,..l~n 1 g!j "..noon end this tranSlic:tlon I,. no' \)11....""11.. exempt from F1RPT.... th. C1o&lhSl Ag.nt ,& In6truded to WIthhold from tho Sor''', '" 1und.. 100 end pay to the Int"tt1al Rev..n.... A../'VI" tho approprfa" amount und.r JlIRPTA. 107 1e. OASUAL1YTLOSS. If, prio. tc.. c.lulllllg, Dltt Propwly Ie de$ll'Ov.d or mattlrlally dMlaoed by fi,e. or ol"fJr C(\"ualty. 011)',1' IlItly clc:cl to k:/lIlIMde 1utt 1l\l8 Agreement. and tile tull.eIIlI"<lesme8t mOrle)' MIlII be ntru~ltnJ to Bu~r. 11~' 1.. COMPUTATION OF TIM!:. lIllle'. IIpeo/fled olherwlee herein I arlY ptllitJda uf time refett:need In th/... AoI'06M6nt shall 6lCpn.. at 9'00 pm :mo (l"lIlAfi.. Thll9 Zone) of the lall ("4kondw day nr Ihft lIpenft/lIi time poriod. ulll~ Ihe IMt day is 1I SllttJrdJ\Y, GUMnV. or legAl hondllY M 201 p't'I~lh...d hI t{1.;W , .16.050. In which f'Wullll" "l"'a/flOd periOC$ of tlma "'1111 to",I,... 9.00 .11I. (PacIfic Tlmo 7ol'lA) on IhQ nexl bUIoIIlIl:':' (J~y ~CJ2 Any ,J)U()/Il....J 1N'1otJ vr U,ree (3) days or If''''' "'1I.clllllolude buelno88 days eml)'. :m.'l 204 20!> 200 207 :W8 :iO!.l :'10 No Q.o.l"~:: .:rC______. ...------- ",""''''''~~ -- ('ClrVltrr.H r ~'A."'tl.~l:roJ'j ^'''''.It .IA'fIfIS (>I' U..u:I'OR.'Ilt1. 1I01l1lt 1>.1(0,." CUM, I''ll' ~ of 5 "..I",.cod will, :/;....01/1I.. Ir/I'U' ~O',""N..I.I.l.O ,w..c I'ilIo.en MI. Roao. Chi"" 1 ._..I,~. M oJ ....,. 4('035. (~OO) 303.llf\O,. T""06ISJ Z:-X KEN SCOTT, I NC . 05/)-1/20U3 'l'HU 11:44 8963939 FAX 360 4~Z 8565 CD UPto~n Re81t~-P^ 08-14-03 09:59 P.04 ~JOU5/lJll No OB140:~-JC 211 :l0. PROH:66IONAL A DVICt:, t:!uY'lr and Seller each llol<nOWlOd~C that II Is IId~sable 10 hflVA IIII'l I~!ml" (lIId condltlo"e of aIls AOI'I'(~",(:nl ?12 ro't1ovvod by InderJer'ldenl Icgt\l c;:ounee. and/or e talC ed>Ato>r, fl' thot 1etm8 and IJUndiliutt" ..rrla.l U,OI .-r1Iea' rights an<! may haV>' (fiX ~13 /lnpUcaUort~. Cae" parly I~ splllclfic.slly aware that Issues lIUoh "$ 'OITrl of dOGld ullGd for convoyanoo, IIg$I'IO)/ r~preaentalion, fll'l(l.rlc1nY :?14 docunltlllh,. 'k!uldtlled daMages, Uu. Il'1aJlllflCl9 and eeller repreeentatJono are oom~lIoelled tlnd lhel the l>t\l'UO' I'l'\C\Y require advice !hell! real ~11> QstatQ I/(;$n899 IS Ilolll~~d to gIve and for which parties should contact U,elr owr. atlomey or accountant r"I\'....Il'tU.I/, BuYtlr find 6eller 71fl eQres that: (a) lhQ)I 81 II !lvl I"IY"I\I UtI any representations or advICIJ by lhe relit .'18te IICOI'ls.ellls In\'Olved In thl. tn.""~QtiQn, end, (b) U'''y I,,,,,,, 21" satisfIed lhemsclvofl~" to H.e lefll... ...,K1 LOrrdlUonbof lhle 8<<le. 218 21. OENE:RAL PROVISIONS. 219 (Il) Notice.: lJ1IIc~l\ C,lhllrWllI.. IIfl11r.1fled In 1I"l' Aoroomurlt. lll1Y HOtlce r~ulred or gIven ("trior tho torrne of thl. A<lr~mt'nl must be written 220 K(I(.'lr,t "t ,",)' Ilull(,U ehsll be delln~ ae the oarll.t ot. lhree (3) buslnoss dillY. followino Ih.. ,,,,,,I,,..,k delb, or lhe dale th.. nobce Is n, nrh'"l1y ...",..;"':Ilol by till... ~ftrty or at the omce of lh. lll-llnn AQ8Inl 10r Seller .nd SelllnQ AQenl for Iluycr r~gardlau u( till. UYl."Ly :?22 ,ululIv",,Jdp\I i,,\lVlv~. For the pwpoeas of this AgtQomenl ~pl by th. appropriate IlQenl (M ~et for1h rs!xM:o) of a c.opy 01 UU(;U11lOnls 223 ritlAt~d tn tnl, AOl'8em(ml. ~hall conelltute recelpl by tho pnrty. l)eIlet mUlIl kaep Ihs Llaflr\g Agenl adYIlU:'d 01 tho Golter'a wh..,.., "bvu l... 224 <<nd ~ll)'('Ir M""-l ~..~ tI'l;! SolllrlO Agent adYlsed of Buyel"& wher6aboUla. nt. L11lollno AOAnr.. ""l\ronelblJ/l)ll~ th() Seller an'" U,& Selling 22~ Auont', ICSP<.1rI:-!bJllty to the BU~r (or dllllvery 9f nolioee Is nmllod to calling 1I1C!l p'u1y end It Ihe party" nol ,.""ik.blo;o by phon<>, 1I1..i1i'~1 ?2& th~ noUce to the PIlrty'Io Ifl'" knoW!, ..rJLlI~I.. . ?~., (L) FAlX8I. and Counterperts: Fllcslmllca lronaMlul6n /Jf any 'lgned origInal donumnnt, and tetTll,II&Mlsalon of eny elgned fer-al'rllle ??rt 1I,lrn~nl'lIlo" tohali be Ihe r.elme tiS d.ll.."ry of "'I or\glnel. AI the f8queal or ellhor pally, Or Ul(> (,Iotslhg aoel\l. the per1le~ Will conr'nn :;>:?n (..........;1'" I...narnllted "Qnmu,..." l>y A1onl^" ..... c.,~"Mol cIoxNrnent. Thl. AO,...fO"...h' "'laY ba 6.lgn6d 11\ c.OUI'IIl\tf>Ari.... 230 (c.) Int,gtation: Thera Pro hO vo~1 aQr06memll ~I undermndlngl whIch modify thi!> Agreement Thl. Aor"~mffnt oonf~ltulM Ih9 full L~1 underetftndlno tx-tw=1I Buyer flI'Id Seller. 23:> (lol) 11me I. of the eno"c..: T1,."e ,.. t.f 1M ."MIlW III to alltenns end oondlllonl of thl& AgrUntenl ~:1:1 (e) Backup Of(e~: Buyor III (lwer" that dUl'lnQ lh. term of thla Agreftment. Sellor mDY cohllnU6 10 Mar1<et the Property Rnd tv>Hrjl .",.1 .." "pi ;..o:~ baokl.lp offen; ;>3!. (I) Venue/Applleablo Law: Thlr.. A~"'Clrll.nt .t\all be InlOlprett'rd nnd conaln..lOd 6c.....:.'tJJIt~ 10 tho I~vve of th~ Slltl.. of Wat.hlngll..,n. "''''''u 2~6 shaH be In the l"oilUn ly In wll,u. IIUt Prl.lperty I' focated. ~37 (g) Survll,.I: All !ann. of Ihl& Ag~.nl, Whlt.1I are not aatlsned or wr.1Yod prior to llIoalrtg, Ilhall WMvv closing. Thaso IClmlR ClhHIIII\GiuJ..... ;':lII Loul not be IIm/ted 10, N1pros.ntotlull" ..rtd wllfrdntlelf, attorneys r_v IInd VI...I... ..J1...Akh'.~r ~I I ~~I<lrf" rer,ts lInd utilitIes. ote- ;.'a~1 a ADDITIONAL TERMS AND CONC)ITlON$, ~~~ S~~~Ts,,,~~~~'r~~~i~ti:rU )j~R.~1{.UNI?An) LIENS OR FEES Q!LJ'~ F.~ ----Yt2._~.._____ _ ___._ ...... .~.!l~ _______. _ 242 .. _'_ ... ...... . ._ f'4::f Yil1 13. ADOENDAlATTACHMENrS:.-.Ai.. thci- ItM& of BUyttr'a offer: the fOllowing 'iiddeMAitlllMhmnt'ltll Ilrn pArt Cfffiiil Ag;oom&,;l i'i\:') ^ereacre c'he:CX1.1.B't a~\ta\, r"'".nc:Lna addendum. ..._.. _ ::>1\0 Buyer and SelJ6Ir may on I)' sme<1d thle Aor."'"tnlllly rnutual written l:OnMnt. ;'<1' 24. AGReEMENT TO PURCHASE. BU~I orr"'tllu &1urt;htlllEl !he PtO~ltt'ty 0I'l the .boYII lBnn.... I ur.>,".liliulI:l. Bu)'tlr here.by eCkrJowIlIdQGa recalpi bHJ of II copy tJl th~ A,,~e",!lnl Seller Ifhllll hIVe unlJl...DJ.~_ Ca.,"J I3J p.m., . ~ to accept thiS orrer unless sooner 2<10 WtlluJr"""" by dt:ll\~rlng l\ fllgr'lod cc>py 10 Buyer or Selling Atlwnl'. otne.. ACC4IpbmClJ ahall 1 be eff~(I""" unlll a signed copy hereof 19 BCluall~ 200 "tlkl~ 11 I3uyt:r 0 at fhe "mce the IIIng Agel'll. ".1 :'(,~ _..5i:..L~ ~ 2~ ~~ 2&1 l1.5S g-... /~~ ,~ ~~ /1.;1 ;J~,lt ?1.ll 200 261 ~G~ Sonlnu Aofllll't; I:AX Numbor :t6::l 2&4 -~~-_~_~!" Ro~<1 P~~} ~'il!l_le!J. WA 99362 :>65 p'(tyVr'l,I Add",." (Clly, SlIttu. ZIp) 266 IU. SEll r R'l4 ACC'.J:PTANCE. Subject to Seller'. ClOUn\er off., QI lIIodmCZlUona, If any, S"IIer Ilgr9a8 to sell dIU Plupt:r1y Oil the: lernl~ l'o,,:j 267 condItion. ~'Af_1 '''''1;0111. Upon Buyeta ..nd Seller'. mul\ll\1 aoue.pllar.c:C!t of tetll'ls, Seller Confirm,. by t'kJllfnu 11,1" Purcha:oe amJ :;"IH 268 AQr9Gmer'll 1110' tho l.i~~rl\l A(,je:nt hli'l' petl'onned Agenr. OOO".lIon_ to S~JJ"r by ptOeuI'lng B bvyer, 1'1lc1 h~\l' <,,,",cod 1/... <.oompe.Ilwotlon d":M.l1[;t>l "=6~ In thC" 1I~11na .""bbllla.,t reftlrenCtod by MLS numbeiJ.?..Q.1:J . SoliCIt conflr",l' thai Cruker(.) lit e"lIUod 10 COUQCI Brol<<>r's 270 \ ('f11/,<III1...tiUlI dirl1c...Uy frorn tho GIlC/'Ow 8illtll\ at oloelno from ~toeO~. of the ule. Suller .cknowl~g...t\o recol/)t of oil copy of !hI. Pun;.t,MS end 271 Salo A<J(' 1,,,,,1. \.Ivr""u tJo .LJ SaUer's Coun1er OITClt or MOdIfication. are made. a p~Hi of fll/to Aul'6~mml Bu)ul &hall ha.,.., Ullul :>7~ tJ lI.m. ').1'1'1...._ - .' '" , ___ , unless sooner withdrawn WIthin whICh Iv f1(,UJfJl ""I,,-,,, '- r~ A,,""IJ.... ..I.all 110 QfI'9Cll ,. hOl'O la a ally rvOllI\lllrl',y A../I". 1.1, ..I 110/:1 ofnct: of the Ustlng Broker. ;)/~ ~ :I, It.. ne 'HI 2'/1:1 ~79 ?8CI 2131 ~Lf)'Ur'lS Phone (workY(home) (~~P)4[i2-'4!iG U~oC01oln ne~lt:v 8'-(S-'-d3 Dal.. ~ Agent's Pholltl (work)l(f\ome) .-----.----- Ool.c:lwel.l. n~...: Upt~~~.~...1t.y L1a1log Broker (Name) 1.latlna AQQI'lI'l< ~igroalUl~---.-- t~l~ MW~t'l:r U..lu (~IP\''''',11'l WASIIIN<n'ON ~Clf."()N "" ".......!;111IC1Al,J'OkM l'lOI.l,(U"') ~""A.C'~ors I',~."dwhf, 2lpjl""".., llyl\e ~Olml~ LLl': 101Y.1. H..... ":10 Il:oad, O'InlOllT",""".'tI, ""Cfll~Il' ~80'!,. (/\lIb) ~6 .,....,r"'~; " "\ - -_OJ'(}},f,OU3ol W.,,..\,O ~r>A ~4tl 3_6_~ 6_~..1._078.0 BUY-RITE SEQUIH ~002 ", . No. 081403-.:1'0 2~ ~nneth N Soott 283 (Sellor's Name Printed) 284 285 286 287 ~B8 289 42837 ~Z:i.e MW"( 200' SeHer's Ad .. ~91 2Q2 293 294 295 2Q8 297 298 299 Thora .". additional mortgagee on 1hI. propenr. 300 . :~ 2,&.BUYER'SRECEIPT'A~_"'PYol"'~b''''''''"'_~naIwd~' .~ ~: ~ ~, & ~ ~~~u . . ~ ",,;;er LIsOn; Agent. Phone ~(hOme) SoIlBl"s Phorta (work)l(home) Usllng Ao..,ra FAx Number ~~~ DR. 97489-9608 Clly, Slale, p) Mortgagee" Name Seller'. Loan Numblr Mortgages'. Phone Number Mortgagee" AddfMI ~....~ ZI;>""'l'a"'by~'IIIlNNtt,UD 1802SFI\-.n "..~GlnIoaT~"'" MIct1llFi1n 48035, (8oo):Rl3-/llID5 e (X)I'YJUCHTWA.'CIlJHcm)N .4SIlOClA110N 0' RJ.A1:fORSt.PORM P.l1U.(UM) r47S581l2.ZF); ------~ -- --~~--- . . .."'- -- - ~-- --~-----~---- -- - . ~ ~....... . , VARIES r 10' MAX i ffll ffll IIII IIII I "J \ IIII IIII ~,j, t> rt1'1"' 4 - 115 CONTINUOUS (" , IIII C 1111, _( 'E)~ C;.)' 1111 ij , ; \ IIII ~~ ~~~~U~AB j IIII I t>.<0-S \ ,13'fl' ~s,\y,\ ' IIII III!") ,<,t ,..,,"~ '.~~, \)"'ll\;t' ::... t. 1- ..... 'It;.....~ .. 'v, ... ... \ P' ii" ...... ~ .... ~ ,: c:... \ ...~. "" t ....... \ . ... ~. .......... ~"J \.. It. \.... ..~. "1 ~.. ....... II II c<\: ~'.,ll-l t~, \,{\ \ \.~ ~. ~\.. Villi INSTALL HOOK FOR .,.', ".~J' ,'\'~' 03\"> \)~).' ~l~i~~~r~~~8~iW IIII \jSV ~\ I,ll I. CO \\~G ' IIII IIII ~ 0<0- ~=> ' n)~. <(,'?-~ "ATING UN' 1111 . I L ~ ~ ",t>- S~; <;;,. tA\ 1111 IIII f~?'\ t>-~~ '&",t>-~S 1111 IIII IIII t>-'\\ O\: fI ' t>-"''''~ o'?- <( IIII 1111 IIII 0'0~\) ~'\S S 1 E, >~ t I " I IIII C 4' COOIC. SLAB j I rlJ. \;; \>-~~~~'?-t>-'" IIII IIII OR POT RUN IIII IIII:'()~~ G IIII 1111 II " U U ,-SV 1111 .~ IIII 1111 tUJ - 8lj FROM END IEDOWN #5 TIE DOWN HOOK @ 10' 0 C MAX (SEE SECTION A/I OPTION IF HOOKS ARE TO BE TURNED OPPOSITE DIRECTION) t ii '.,. GENERAL NOTES NOTES: FOOTING NOT DESIGNED FOR SHEAR WALL STRAPS WHICH MAY BE REQUIRED PER INDIVIDUAL HOUSE PLAN MAXIMUM MATCH LINE PIER LOAD THAT THIS FOOTING MAY SUPPORT IS 4000 POUNDS WITH A PIER BASE AREA OF 128 SQ. IN. WITH A SOIL BEARING CAPACITY OF 1000 PSI". 2 ENGINEERING DESIGN LOADS ROOF LIVE LOAD 30 PSI" (SNOW) WIND LOADING BASED ON WIND ZONE 1 SEISMIC ZONE 3 PER U B C SOIL BEARING CAPACITY 1000 PSI" MANUFACTURED HOME REOUIREMEN"S 28' DOUBLE WIDE 99 1/2" FRAME SPACING 40' MIN STRAP ANGLE ON SIDEWALLS 28" MAX PIER HT (TO BOTTOM or I-BEAM) "\.. SIDEWALL FRAMING HT =7'-6" MAX ,C. \4/12 MAX ROOF PITCH '......\ ......! '16" OVERHANG t..... \ ....... ~ ;"'''' ,,^~\ f 2 "t'" 'lTfI" ... 3 t.AATCH LINE PIERS OR PERIMETER PIERS t.AAY NOT ALIGN W/ CONCRETE RUNNERS t.AA TCH LINE PIERS OR PERIt.AETER PIERS WHICH DO NOT ALIGN ARE THE CONTRACTORS RESPONSIBILITY INSTALL PIERS PER INSTALLATION MANUAL CONSTRUCTION SHALL CONFORM TO THESE PLANS, ALL APPLICABLE CODES AND ORDINANCES INCLUDING THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE MANUFACTURED HOME INSTALLATION MANUAL FOR KARSTEN HOMES (TIEDOWN SYSTEM, FIGURE 510 STAMPED & SIGNED 9/30/97, LONGITUDINAL TIEDOWNS, FIGURE SAU-71 STAMPED & SIGNED 10/30/00) CONCRETE NOTES CONCRETE SHALL BE A COMMERC:ALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED T0 THE SITE IN READY-MIX TRUCKS AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCA TIONS SLUMP SHOULD NOT EXCEED 4" CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURF ACES IMMEDIA TEL Y AFTER FINAL TROWELLING 2 ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C- 33 ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A-615 AS FOLLCWS {l3 - {IS BARS AND WWM - GRADE 40 3 CONCRETE USED FOR FOUNDATION~. AND SLABS ON GRADE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI PER KARSTEN HOMES CO MANUF ACTURED HOME INST ALLA TleN MANUAL, AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD 4 SPLICES IN CONTINUOUS REINFORCE MENT SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BAR'; MINIMUM OF 32 BAR DIAMETERS 5 UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCF'ETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" ii '.,. 65 TIE DOWN HOOK 8":1. / /' (J5 TIE DOWN HOOK WHERE SHOWN f ON PLANS AND REQUIRED PER INST ALLA TION MANUAL / 45' 4 - 65 CONTINUOUS '3" CLR SECTION , / #5 TIE DOWN HOOK EXTEND HOOK UNDER ALL FOUR {IS LONGITUDINAL BARS OR INSTALL #5 ALONG HOOK UNDER ALL FOUR BARS ==: NTS " NTS EXPIRES 8/12/04 NO REVISION/ISSUE DATE nn.r: IoIA~UFACTVREO HOI.4E FOUNOAnON PlAN - KARSTEN COI.4PANY FOUNDATION DETAILS & NOTES CllEN T DRAWING' YtlN/OT/02198/198-10we THE KARSTEN COI.4PANY BRIAN WOODCOCK JOB NO SHEET P.O. BOX 537 02198 STATTON, OR 97383 DATE 1 ZENOVIC& 519 S PEABODY ST, STE 4 AUGUST 2002 ASSOCI ATES PORT ANGELES. WA 98362 PHONE (360) 417-0501 SCAlE IN CORPORA TED FAX (360) 417-0514 1/4" = 1'-0" or 1 . <D i! Iii: i(J\' ,I . c'j, I. .",. '\ . II 'I'" 'I" .. 'I 'I' .. I'" I" I' '" I ",' J" ,', '''' , ".." ,. ... , ,. . ! '.' " .' 11 IJ:" I ., .,. " .' II" ,:, . " .. .. "l 24" MIN #5 CON TINUOUS 4" CONC SLAB OR PIT RUN "'~ ,'I . <D SECTION . # $11\NVf<$..O Jvl081LL I1'-JNL- fU0NO/'(Y"lC>tJ rLllL f::1I1C-5J,:Ai (c.0--'I'A/J1 . L'--\Lt"""^ "Jcrff-K'.....N CC.UNn:~, UOlY P L I\J~ 5 u'S E j') ('" D.:: ~,,,,,J Tit tl<,,~" SY5(f; ".1 l>^{ ru "7/3"'/"1' LCAJ(.."Wpl........ ~'/Tl?1-'\ O""V 10/3)0<.; )), ~ I(-,N J\~o..J M I'll,"",) \"\.!, tJ.;) LUNC- T ') NO "" - 2.'-'1"'<' 'lOp'" (or ^o)' ~O( \\ 15' 'N","",- "'/IL ,,^^y t"",o ([T7.'l IO()O(,,~ 5.'L 2-5' 0t,L WII)" 7. q , oY t" HAJ'l" 2.t>' MAY PIC-It. HT L-JO ' ~TlL AI' II/Jfi, 1.-' 6 '-U\JiJp f\NC.I1Ot- 1" '--II Z-S ft; (3 /0' a c. ,- t>>, n\..t ........\~ tb- J.J..r-..Y Ii ~ ,-~ ;1" >-I'" ,'. LI7Z~' e 5,;)' , :!.'" 1'1 I;, H ~ 3(,. /1 " Zo' - 72 3'iJi...1 .,' Ih 7Z?fO A ~r ' D''f{20V00'X..J .>"5)::5) '. 1.01 ,~< --.--.----- ~. " -. ~/ / {"" {" ,,7'8' t' Oc nN(, \ \ 'f.. 5 C UIV r. >_ ' ' " -' ~--,_.. .' .-,.--.. - // Be ~Jl '/J~ A 5CA.J ' ( .3 }J ~~ (, r . I (JUO /3 (- 3 t:) 1... 5 fJ L/OO(j I~ ,'tr.-I'" r <...4'\ c.J ~/' /.-' [J Ol/'1&- 'Z. 7 Av<-' uz. II, {~7^f'-"I$rp:B'/ (tJ(-.,IN r~IL') (5''''1'-'(1'1,) l'iV' r'J(-'I"['(~) , EYJ>IRES: 8/12/ oc.( - .....J '1- t> 5 A,;' I,ll or!.. '- ~/\:;l... A~ t. ,... D"" ~...~ .:=.::::-.....- - -;..~ .;E~;~ . ~;~~ ...~'S.~"'~~ T.~~'":.- 4 :i,W~;. ':?:. "- ~,..'~~t~ \. I .... ';ff:::;~;'/I ~...._-~ , ~~~.,,-<;:-'" :, ~ 'fk: :- 4- ~~ ,,:'':-;'f ':?:.. . ( ~~"'~''1~'0.:\'' /':'". ~'9:: . ::;~"..' ' I ~ '~=:5~" :~ tf~fft.~y'/ : I~~~-~ ...-'-".(~ ~ \ Z ~~~-~~'S;~. \ ... ::- .~.. ~~~,,:,,-.' ~N.~.~'" ~WJr~/': '. I' ~~ I..?,"~ ~.. , WASHINGTON STATE WAllVS{)250 n((!/31104 ~~*~I COMMUNITY, TkADE AND Ccrllfi~~l\\()!1 ~unlller _m_ --. bplJdllUJl D~tl( '0 ~~'.:.:~~0'-,' ECONOMIC DrvElOPMINT b'i Q 'P",a..A..U h ~~ !'" H'~, _ 'iI>. 1 "_Bu'Mm, fO=dQM~'fQ'~h' Fun," ~~J :t; I _\i~31~ 1-_ _ ___~___ __ .. I~~ll / "'-:;-~~~fjj"~ ^^,~~:::,~~'-C'-&~~'{K}~Yv"::C:~~~~~~~'" .. ..,*,,-%.":-~\ ~ :~ .:' if-~~AIW^~ :~-~2J>l^+;~ ~:~'.iI.f'...:~ ~~IA~:"'A~?Ji~:~ AW,~""': +, ~~:WX~:~.f"I!fi\f'.:;;i-.{I:WAtf..:""^(I.~.~f.,;':+-t.J'~~'fA-;':'4~A~'r'A.,.::+,^"r,:~'~}., ~:~ ~~ T~\ \, ""~ &.~.~~~}7~ ~~:, ~.~w~:. ~ .~fI:. ~ ~~~'~'i1? ~ ';W/f!.'~"''.,W!/' ~ ~.'Iik ~ ~\(fj/f:~ ~-..~.~ ~~~ ~ ~~,/;;; ~ ~~-=s:' ' '4. .lJf"I":lj;,~~~.1!; ~Y;1ua~~'~f,I~II~.Ili~ ~'ff!;r~~~I~J;i*-\'{tf!{f;;II'hi~;;~':~f!fqs:IIII~ffi\\~\'I..i{4~Mhii~'" ::f!jr;:l'Ii~ili;\~llfiflat:Y.~ls~~:!f!:l;:I:"~I\'I'\'~~>' 'J!!P.;VI\yJ:II'I~~: \ {fiftli;:\;:I~d~~~~ rreilfJjj~~~~";' ~J2~\:')l~~~~ ~~I'>~'i,lll~~~;;: : I /..~. <<.rl'b""~,' ~~ U:\~a: ~ :J ~U\Nif~ ..i:r,~ r,(~1\~N{ .,,~'),'t; \'(.,'{H, ~.v;. ~fl)'I~\\~" .~r, rtWJNtll"'"'~; 'Hn:t,~l~" ,.",..I$~\W~,^'J\ ~,I'~ ."tWNl \\: ), '~J \~~\.\ ~~h';; i~'(JW\\ .~1 :.~!(t~ ~~~ ..~~~f]U )\~"'.'" ',- I -:;i::.'K~~' ';" ~r ~""qti~P'\\.....,\i~5).\~.,-1mt?~~ISf!~ll~~:\.~~' 1j~,,,";;;~:~~&~iV\1!?lj~i~ ~1:>nm..~'7,~~"J(~'~' '~~:';~', dO>' -:~qft'i:;.\~:~~~) i :>~"'''(~~' i'<.-'-'-=~' ~<.~~: .;., ~\.~;;o;, ~<<,}." .~ : -.~~~'/ ~ <."?~_/'>'.~, ~.\\~0 I' ~'_~~.Y /1"- ~..fi.}. ~ ,~~". ;.;'.:::z$: ~ ~~~ ~ ..<'_." ~' _...-:'1:-~F' ,~~\', Manufactured Housing Installation Certification Department of Community, Trade and Economic Development Office of Manufactured Housing Awarded to James Harvey Boesel for successfully passing the If} ,\ r (i /I erR e c e r III i C (J { [() fl L ,((Willi {j ([ () 11 ,. ,IT,/ 'l'71{)(IJ j::,:,li(;{, J,I ) _ I, _ V / Ray Price cp~~ . Manager, Office of Manufactured Housmg ASSIstant DIrector, HOUSing DIVISIon ~ \<M..~~II"\ ~CY"/\e5 \I~ Uu:>n~WR.W1A\-I~V") dl ~CU1~~ CHAPTBR 4 - ~OUHDATIONS ., I' . I , . 4.1 piers 4.1.1 Importanoe. Incorrect size, location or spacing of piers may cause serious ~tructural 'damage ,to your home. It is important to install' piers around the perimeter if required for your~ome. Pailure to-do'so'may lead to sagging floors, walls anCi roofs. : ; . . 4.1.2 Aooeptable types. piers may be concrete blocks'or pressure- treated wood,'oapped ,and shimmed with wedges, or adjustable manufa9t~ed metal or oonorete devioes (see Figure 4.1). Adjustable.devioes, are more'acourate~ Manufaotured piers should be listed and labeled for the r~quir~d 10a4 capac~ty. 4.1.3 Design requirements 4.1.3.1 Load'l'"lileuing capaoi ty. The load that,~eac~. ..pi~r. mu~t carry depends on factors $uch- as ,the dtmensi~ns 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 multisection homes. See Tables 4.1 and 4.2 for pier capacities. Manufactured pie~s must be rated at at least these capacities, and locally-constructed pi~rs must be .~esign~~_~o t~~~s~~~ these lo~ds sately ~see 4.1.3.2). -- ,... - -'" . - . 4.1.3.2 cqnfi~ration., Pigur~ 4.1 show~_tne.re~o~e~ded ar~~rigeme~t ~f cq~are~e,p~ock p~ers ~b~~t~ct~~ on- site.. Concrete blocks- should',hav:e,nom!na];. . -dimensions"of at.'le.ast .a',!.'x 16". They 'must be stacked'.with,their hoilow cells 'aligned 'vertically. When piers are constructed of blocks stacked ~i~e- 'by-side, every layer'should'be ae right 'angles ~o ~e previous one (see Pigure 4.1). Cap 'hollow ~lock piers as shown in Figure 4.1 to distribute the structural load evenly across them. Caps may be of solid" masonry or pressure treated IU11iber, at least 4" thiCk, or of steel,"'and of the ~ame length and width as the piers they rest upon. Avoid plywood, as it may lead to ,unwanted settling or movement. Use lumber shims to level the home and fill any gap between the base of the I-beam and the top of the pier cap. Always use shims in pairs (see 7 . . . Figure 4.1). I .Drive them .in tiqhtly. so they do not occupy.~ore than. 1" of verticat space. When the space to be shimmed is less .than the minimum thickness of available:caps or concrete blocks, ~imension lumber may ~e'u~ed ~der the caps. . .. . !( -: .' . '. . " Selept ~anufac~ured pier :hei9hts so that their adjustable .risers do not extend more than 3" when finally positioned (or beyond .the, 'limits specified by 'the manufacturer). A1l 'piers must rest on footings, (see paragraph 4.2) that either extend below. the .frost:line'or are ,otherwise protected from frost effeots, and'are plac~d ,~n either undisturbed soil or compacted fill. 4.1.4 Desiqn prooedures 4,.1.4. 1 4.1.4.2 4 ..1. 4 . 3 Piers ':less, than, 36" 'hiqh. ,You ..may construct piers less :than 36!' :high out of s.Lngle~ ':'open or closed- 'cell'~concrete blocks,' -8'~ '.X .8"' x 16"'. . Install them so that .the '.lonq .side 'is at .riqht.1angles to the supported I-beam (see Fiqure 4.1). Position open cells at riqht.angles to the footers. Horizontal offsets should not exceed 1/a" top to bottom. 'Mortar is not required. ManUfactured piers should be listed and ~abeled. Piers 36" to 89" high. .Construct all piers between 36" and 80" hiqh, out of double, interlocked concrete blocks (see Fiqure ~.1). Mortar will not be;.requix:.ed. . . . , Piers over 80" high. Where permitted by local codes, lay them in concrete morta,r with .steel' reinforcing bars inserted in the bloc~ calFs and fill. the cells with,.c;oncrete. . Where such ' construction is nob permitted by. "local codes, have piers over 80" high designed by a registered professional or structural enqineer~ 4.1.5 Looation' and spaoing. The location and spacing of piers depends upon the dimensions and weiqht of the home, the roof load zone, the type of construotion (sinqle- or mUltisection), and other faotors such as the locations of doors or other openings and heavy pieces of furniture. 8 4.1.5.1 Single-seotion homes. Figure 4.2 shows the recommended location and spacing of 'piers for your sinqle-saction home. - , 4.1.5'.2 Hulti8eation homes.' .Flqure 4.3 shows. the recommended location and spacing of piers for your multisection.home. .. . 4.2~5.3 Under doors and h~aVr" furniture. Place piers on both sides'of.sidewall exterior doors and other sidewall openings 4-' or 'wider (such'as recessed entries, bay wiridows; and sliding glass doors), under .porch posts, fireplaces and wood stoves, and under the expected'locations of heavy pieces of 'furniture such as pianos, organs, waterbe~s, etc. 4.2.5.4 K~ti8ectiop Ridqeb.am s~pport Piers. In addition to pier~'located alonq.main beams, and. at exterior openings, piers should be placed at each ridgebeam 'column location~ ,These~piers.are necessary to: , t~ansfer concentrated roof ,loads safely to the . ground. , ~e .loca~ion'pf these,piers are shown'by ,either.dimensioned~drawings provided.with your 'home or by paint marks10r decals on the bottom side of the center line floors. See Figure 4.4. The influence spans are the sums of adjacent opening spans. See Figure 4.5 for an illustration of the ~ethod for determining these spans. See Table 4.2 for the minimum pier capacity. 4.2 Pootinqs. Support every pier with a properly designed footing, as follows. 4.2.1 Acoeptable types of footings 4.2.1.1' CODcre~e.. Footings. may consist pf precast or poured-i:n-place c9ncrete, pads" slabs or ribbons with a 28-day.compressive strength of,'at least 3,000 psi. Unreinforced footings must have. a depth of at least 1 1/2 times the length of the footing projection from the pier. (See Table 4.3.) 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 cut edges painted or retreated, may also be used. 9 ..2.~ ~laoement in treezing olimates 4.2.2.1 conventional Footings. To preolude the harmful effeots of ground frost heave, footings should usually be placed belo~ 'the:.frost': line. Consult looal authorities to determifie'frost penetration. 4. 2. 2 · 2 Ploating Bllll:> Byatlllll8-. When properly engineered by a registered professional ,engineer; compatible with the anchorage' requirement's of seotion 5. 4, and acceptable to the local ~~tho~ity having j\1.risdiotion, "floating slab system" may be used above the frost line.' . 4.2.2.3 InSUlated pounaationa. Footings may also be placed above the frost line when tbe home is prov.ided with a perimete~ foUndation' or ski~ihg having ih~ulation prope~ies SUfficient to}preveht freezing of the 'soil under,or ~djaoent to every 10~d-bearing . component of the foundation and aooeptable for this purpo~e,to the 'local' ~uthor~ty havi~g jurisdiction. Useful des!gn quiaelines =ar b~ found in references 4.5,7 and 4.5.8 at the end, of thi,s, , chapter. InSUlation systems should'be'compatible with the ~equirement to cross-ventilate the entire space under the home (see paragraph 5.5). 4.2.3 Proper aizing or rootinga. Proper aizing of footings depends upon the load-carrying capacity of both the piers and the soil. See Table 4.3 for recommended footing sizes for various pier capacities. ..3 Speo~al ~onditions (See al~o Seot~on 5.4.3) 4.3.1 Plo04-prone areaa. Guerdon Homes does not recommend -siting your home in, river or coastal 'flOod-prone areas. Speoial local_regulations or rlood insurance ProVisions may apply. Special elevat~on and anchoring teohniques are required when locating in a flOod-prone area. Consult a registered prOfessional or structural 'engineer to make ~ure that home' design and c~nstr.uction conform to appl-iCable federal, state and looal Codes and regulations. The FEMA Publication listed in section 4.5 contains design and donstruotion recommendations. , 4.3.2 Speoial enov 10a4 Oon4itions. Homes desi9ned for and located in heavy snOWfall areae or subject to other extreme loading conditions will require special piers or footings. See tables and spe9ial manUfacturer's instructions provided with your home. Ventcaps, Plumbing vents, gas furnace and water 10 heater stacks, Blend Air systems, etc. shall be extended by retailer or homepwner as necessary to assure proper operation during high snow depth c~ndltions. 4.4 Basement Foundations. Figures 4.6, 4.7, 4.8 and 4.9 show a typical basement foundation desiqn. If you desire your home , to be placed on a permane~t foundation numerous speqial construction techniques must be used in the homa's.setup. These consi~erations are contained in these figures. 4.5 Impo~tant reference docum~Dts 4.5.1 Foundation plans for your specific model home may be available. Please'contact the plant which constructed your home to obtain a copy of the,design if available. 4.5.2 ANSI/NCSBCS A225.1-1987, "Manufactu~ed Home Installations," NCSBCS, 505 Huntmar Park Drive, H~rndon, VA 22070, (703) 437- 0100. 4.5.3 ANSI A5lJ.i-1982, "Minimum Design Loads for Buildings and other Structures," ANSI, 1430 Broadway, New York, NY 10018. 4.5.4 FEMA 85, "Manufactured Home Installation in Flood Hazard Areas", FENA, WaShington, DC 20472, (202) 646-2708, September, 1985. 4.5.5 "HOD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, s.w. WaShington, DC 20410.' 4.5.6 "All-Weather Wood Foundation system Manual, "National Forest Products Association, 1619 ,Ma~sachusetts Ave., N.W., WaShington, DC 20036, June, 1976. . 4.5.7 "Frost-Free Shallow Foundation Design Guidelines," Enerav Desion UDdate, Ma~ch, 1988. 4.05.9 "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. 11 ~J "......~ . l] "J Il jJ~ . . '. , . ., PIER 1 PIER 2 PIER 3 I-BEAU . Ii'- PIER FOOTING SINGLE BLOCKS MAXIMUM HEIGHT = 36" (SEE NOTE 12) DOUBLE INTERLOCKED BLOCKS MAXIMUM HEIGHT. = 80. I.tIN STEEL OR CONCRETE MANUFACTURED PIER (SEE NOTE IS) PIER 4 ,1"""".11111 CJli' !I>" C. 0 1111 ,,~,..~ ....~ ." ..".at' """"" FOOTING ; ..p~~C;\STE.?>':"~ \ ,. 4/~"" NO. ....()....~ ~ I i EliE87QJ571 \ ~ !*: ".- :*~ i~"" ~TATE OF /fJ:: j .,,~. .~;:: ~~ ~ '. ~'vO ^~~.., ~ ~ ~~ (C"~'''....1~ ~...~ ~~ """,,~/ONliJ:J~ "",,, () " _ NOTES: lq','....U.~ 1//81q~ .~ 1. CONCRETE Bl.OCI<S FOR PIERS ARt 8x16x6 NOMINAL SIZE. HOu.oW CD.1. LOAD BEARING eMU'S t.CANUFACTURED IN CONFORMANCE WITH ASTM ~0-70, GRADE 'N'. OPEN CEUS ARE VERTICAL 2. SINGLE STACKED CONCRETE BLOCKS ARE; ORIENTED SO THAT LONG DIREcnON IS PERPENDICUlAR TO THE LONG DIRECTION OF THE t.CAIN BEAM. . J. FOOTERS MAY BE PRECASt OR POURED, BVT, IN EmlER CASE, MUST BE lEVEl. IN AU.. oIREcnONS. 4. PIERS ARE TO BE PLACED ON THE FOOlER APPROXUMTELY CENTERED SO THAT THE FOOTER PROJEcnON FROU THE PIER IS EQUAL FRO),C SIDE-To-SlDE AND FRONT-TO-BACK. PIERS MUST BE lLVEL. 'VERTlCAU..Y ON AU. SIDES AND SQUARE wmi THE FOOTER. 5. PREFABRICATED PIERS (TYPE 13) t4UST BE CERTlFIED FOR A RATED. CAPN;ff( AT l..EAST EQU.AJ., TO THE LOAD DETERMINED FRotJ THE TABLES. 6. CONCRETE TO HAVE A MINIt.CUU COMPRESsIVE STRENGTH (Fo') OF 3000 PSI AFTER 26 DAYS. 7. ~ BETWEEN TOP OF' PIER AND 'MAlN F'RAME UAY BE A WOOD PLATE (NOT EXCEEDING Z' IN THICKNESS) AND SHIMS (NOT EXCEEDING 1" IN THICKNESS). SHIMS SHAll. BE AT lEAST 4" WIDE NolO t!' LONG, F1TTED AND DRIVEN nGHT BETWEEN WOOD PLATE OR PIER AND t.CAlN fRAME. (SHIMS TO BE PERPENDICULAR TO I-BEAM) TWO INCH OR 4" SOULD CONCRETE BLOCK MAY FlU. REt.CAlNDER OF' CAP. ~ REINFORCING BARS 4 GRADE <40 UIN) PLACED IN ' E PI~ CORNERs' (4 PER PIER) DOUBLE CONCRETE BLOCKS wmi AlL CEllS F1U.EO wrtH CONCRETE AND lAID IN MORTAR DOUBLE INTERLOCKED BLOCKS MAXIMUM. HEIGHT = 9ft' . ') FIGURE 4.1 TYPICAL PIER CONSTRUCTION 12 - .-- ~_. ~ ~~~;~:I?-:-~~:~-::'~!~..;~ --, . r", , 1" W1E NOTE 13 SEE NOTE, 1 SEE NOTE 1 SEE NOTE 1 :. . :'" . f. 1_- l. .: , ,. . ~"'ll' :.' I ." ' " ''".:.. I I , ,_. .,--------', I SEE NOTE 1 i , . \ ...1 .., .! '--r ., L._.1 , ,'~t':' n~ r-, UAlN B~S r-, r-, r-r~, -------:i-H-i-------+H+------~_ I 'L._, /_.A , ~(..!l.:2J~ PIER SU~PO~ '~GS' , - --" -; > i ' (SEE NOTE 11) (SEE NOTE 12) PERIUETER'sUPPoRT SEE NOTE. ,.) -------f91------~ffi --f9i--- L._.1 L_.A L._.1 L._.1 r-, , L._..1 NOTES: . ". 1. SEE TABLE 4~1 FOR REQUIRED ,PIER CAP.A.~11Y AND SPACING. 2. SEE TABLE 4.3 AND SECTION 4.2 FOR' FOOllNG REQUIREMENTS. ",,""111111111 ' ~...,'\\\ C. DQ II,,,,, ~... ,l...~ .........~.J'i.~~~ ~ ",. ",STE "U ~ ~ ~ .~ "~." ~ f ~..'~ No. (J':. ~ t i ! ENE8703571 \ i J = * : ... : *: .. : . : c 4 \1\ STATE,O"/~J ~ ~ ~"'~~ ~t-'~f1 I ~ '~ft" o,~ ..' ,..s..s ~~"'~~'3';'''.'''''~~~ ~v -1. ~",aN A ~ ~...~ "If," " " . ,1,1 S 4J~ ;. " , 1. ...... . t :t;~j. i ,,' ~ ' ~ . :. 3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2, FEET FROM BOTH ENDS. 4. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL' PERIMETER OPENINGS (4) FEET OR GREATER IN WIDTH. THIS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. USE TABLE 4.2 FOR PIER CAPACI1Y REQUIREMENTS. . ! " . . . . 1_. , : jt. I," I,. , . J I ' ~ . ~ I . FIGURE 4.2 lYPICAL BLOCKING LAYOUT .FOR SINGLE-SECTIONi'HOMES 13 " ~; .""r~ I~ ~ . 'i'l ,\' i ,/ . '. , ~ ~,., I to ,. '. .. ...-.....-......,......"....... ....,.,r,..,..........- --"'r4l4."...-..,..----.........~t ~ 13 I SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 13 , I ,~ t .. . f~l~" f-:~~' ,.-., ,.-, ,.-., (. -------+9+-------+B+------~- L_~_~ L_~ PIER SUPPORlS FOOllNGS, ' ,~ ' i (SEE NOTE 11) (SEE NOTE 12) '. I . ,.-., , ,.-., ,[ ,,.-, , ; ~ ~,.-., "-.I .- '.._.I ------~------~-~----~- . 1... SEE NOTE 15 -1 r t------------+&t---!.~~~~-~:'~-:>>--fRt------~---'_r 1, L: oJ "-.I "_.I i ~.1 ,. ., "-.I ' , , I ,.-., r-, ,._, ,,._, ,._., --------+9-+------~-; S I ------+B+-------HH-- ' .......1 " '"_.I ~_.1 ~_.1 "_.I . ,.-, .--------f.9+-.-------fB-i----.--- ISI ------ I~il ~-.1 L_J L_J L_J L_.1 i.\\\\\" 111111'"" '1t.\'" C. 0 III. ~,,, ...\, .O~A.'I'" ~'" ~.... .... .... ~ ~ i' -.p..-;."G\S TE.;~...~\ ~ ~ " q."" No. ()', 'i: ... . . .. e ! ENE870357-1 ~ i =*: -... :*= \~\ STATE OF /~i , \:;~..!.~OIi4~'t~~~~~ ili~ ; ~... IO';;"'~\\\~' , . l ~... \\\"'.- , NOTES: 1. SEE ,TABU:. 4.1 FOR REQUIRED PIER CAPACITY AND SPACING. 2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS. 3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET F.ROM 80TH ENDS. 4. PIERS. SHALL 8E LOCATED AT EACH SIDE OF.AU.. PERIMETER : ' OPENINGS (4) FEET OR WIDER IN WIDTH, nilS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ErC. 5. SEE TABLE 4.2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS. 1.;,1 ~ I ': I ~ ~ - t.. ~.' :: ;' I ~ : '. (,Vi:' 'J '.1' ,~.: ~ 't FIGURE 4.3 '.' , TYPICAL BLOCKING LAYOUT FOR MULTI-SECTION lioMES: 14 ~--- ~, "'. . . Roar' . RiDGE BEAJ.I RJQGE BFAM ClIUJIAN ~ , RILl LlEJ.IBERS JOIST MAl N BtALI . RIDGE BEAM PIER' SUPPORT FOOTING SOTTOI.I BOARD GROUND ' · r DECAl. PAINT UAAK OR 'DRAWING PROVIOEo FOR LOCAll0N D~JlON' FIGURE 4,,4 . tYPICAL RIDGE BEAM SlJPPORT COLUMN, PIER " L___ B ,. . . C ~____ E cam;R U~E 7- OF ~OEI.BE'AU INFlUENCE INFlUENCE INFlUENCE I ~ S~1~/fR ~,. ~AN' f'OR ~I~ ~~ F~R ~ PIER C ~ INFLUENCE J INFlUENCE ~ SPAN FOR SPAN f'OR PIER B. PIER 0 .FIGURE 4.5 lYPICAL INFLUENCE SPANS 15 , ~","11I''''"1, ,\\.~\. C. 00 """'" J:C' ~"........ ~'- ~ ~...i.(,\STE.t..... ~ ~ ..~ No ~A... ~ .... . u,. . ~ . !. f ENE8703571": ~ = . ! -.. : * : \~\ STATE OF /~j ~ ~.. I.... "'" .'~..., $ ... ~ .....yO'Atlr::.. ~ ~ 'I. .... ", .' ~ NOTES I. THIS f"OI..INOATlON H.A.S BUN DE5lCNOl f'OR sm:s wrrn m 1tiDWMJU. SOlI. B(AAINC CN'N::1TY or 2000 PSr t.I1NlU lJI,(. 2. f'OUHO.t.TlOHS TO BE CONSTRVC'Trn ON SOt\. WIlli A lOW[R BCARING CN'N::1TY SHALL BE D~ED IN ACCOftOAHC( WIlli ACa:1'1U> ~ PftACTlC( BY A l../CfNSEO ENClNEDl TO l..OOL CONOmONS f.HO COOES. J. CONCMTI COllPRCi:SM STRENCTH AT 28 DAYS TO BE JOOO PSl lI1NlWUIoL 4. RONfOIlClNC STm.. SPEOFlED TO BE CfW)E eo IlARS t.IE!llNO ASTU MIS, MUS f.HO MI7 5. fOVHOATlOH WAll WAY BE POURED COHCftEJ! tf' '!HICK. ROHF'OftCED W1'Tli ,.. REBAR AT 1 t" OC VEJmc.o.t. AND 15 RfBAA AT 111'" OC HORIZONTAL 8. UNer COWMN SUPPORTS fUR CDfTERlINE RIDCEBEAMS REQUlRr AOOCTlONAl PIER SUPPORTS UNDER crnTERlINE BEAM LOCATIONS PER FLOOR PlAN. 7 CROSSB'OJ,(S 10M. COlffiNUOVS FIJLL WlDTH Of UNIT AND flElD WEJ..Dfl) TO EACH WJN BEAM AND SECUREO AT PIL>.STER PER 0ETAlLS.. SEE: Ctwn' fUR REQUIRED SIZES. e /.WN BEAMS AAE SECURED AT EACH END IN Pl1.AS'TER PER DETAIlS. WtiEN wm:R IJNE 8fAl,l IS 1NSTAL.lED Pl1.AS'TER IoIlIST ALSO BE INSTALlfD fUR END stJPPOIfT. SEE: CHART fUR REQVlROlOO'S. g 1HESE SPEaflCATlONS ARE. l'rPtCAl. lDCAI. CODES WAY CONTAIN AOOITlOtW. REOI.JlROIEHTS. 10 FOUHOATlON WAll S'TDoIS WAY BE CONCRETE OR CONCRrn BLOCK. 11 CONCRrn BlDCl< SHAU.. CONf'ORIoI TO ASl\C C-g() 12. IN COHCRrn 8l..OCK S1DI WAllS A IoIINII.IUW Of' (2) 14 REBARS ARE TO BE INSTAlUD IN 8l..OCK W1'Tli t.IIJO sd.l AHOlORS. F\JU.Y CROUT EACH CEll. CONTAINING ItEBAR. 1 J. AU. l1JV8(R IN CONTACT wnM CONCRm SHALl BE or PRESSURE TREATED 'TYPE OR Of' SPECIES N>PRfNfD FOR lJS( IN DIRECT CONTACT l\'T1lf COHCRETt. I 4. '!HE INSTAllATION SITE WlIST BE GIWlED so lHAT WAl!R DRA/IiA,C( IS AWAY FllOW STRUC1VRE AND DOES NOT ACCUIoIULATE UNDER '!HE HOIoIE. 15. 8.AQ( FlU AOJ.ACE)(T TO THE WAll sw.u HOT BE PU.CED UlffiL THE w.au HAS surncrENT STRENC1H 00 H.A.S BUN BRACED TO PREVENT 0AI0IAGE. 1 6. IoIINlWUM fUUNOATlOH VENTllATlON Jm:)\JIRO/~ A. I tf' x 2.(' ACCESS CRAWl SPf.a. TO UNDER FlOOR AAEA. 8. 1 1/2 SOUAAE F'EET or VDmlATlON PER 25 l.lNV.l F'EET Of' ~l1OtI WAll... C CO'tUl VENT 0PENlHC$ wnM CORROSlON-flESlSTN(f WIRE wESt-( NOT l..fSS 'IHAH 1/tf' NOO WOR( 'IHAH I It' IN ANY DIRECTION. 1 7. I-SENoI SPUc( TO OCCtIR OVER SUPPORTS. l1SI: 1 j.(' x .(' x .(' SPlJC( PlATE WEUlED OR (2) lit' DWoIErnl BOlTS EACH SlOE or SPUCE. 18 'lIMEN CfNTERUN( IJ(AM IS INSTAI.UD IT IoIIJST BE COf'(11/(UOllS f'OR THE F\JU. lDfCTH Of' mE lIHIT AND FJElD WElD(O TO EN::H CROSSBEAM !<NO SECIJRfD AT EACH END AT ! POCK [T OR PIL>.STER PER OET AA.S \\\,UIIII'LJ" ,\,\ C 11,/ """0~ .. Do€"//~// ./ ')0. "GIS; f.y 0(; /~ ! .' ~ No ""0 ~ ~~ ~ :' ENE8703571: - - *. ;: ---- ~ ~', ATE OF :Q::- ~ :: 0'. . <v ~ - A'" I". ~" ~ -:'/ (' 'YC'At-lr: ~ _,' ~-- J"s . . .. .' ~'.., -~'" tONAL t~ \\", ""11'". II ..', ,., \ \' Oorow. HOlD: 1 g DA/.IP PftOOf1NO Of' COHou:Tr 00 ~ WALLS TO BE IN ,I,CCOROAHC[ Wl'IH lOCAl COOES IN THE MSENCE or CODE M:QUIRDlENT'S 'IH( f'OlLOW1NG SHAll ..v>Pl y, A. 1:XT'ERl0R f'OUHtIATlOH WALLS Of' WASOHRY CONSTRUCTlON ENa...OSlNC IlASDI~SHAll BE OAIoIP PftOOflD BY APPlYING NOT LESS nWl 3 If' or PORTUNO CDlOO PARClNG TO THE WAll fROIoA THE 0 TO THE FINISH 0lW>E. THE PAROlNO SHAU.. BE COVERfD Wl'IH A co.o.r Of' APPROYrn IlfT\MHOUS WATERW.. N'PUED AT THE ftECOWENDED RATE. EXTUUOR f'OlINOATlON WAU.S or- CONCRETE CONSTRUCTION ENCI..DSlNG IIASDoIENTS SHALl lIE DA/.IP PROOF'ED BY ..v>Pl't1NG A co.o.T Of' APPf';(JVED flIT\MNOIJS WATERIAl TO '!HE w.au f'ROl.I '!HE FOO'TlHG TO THE F1HISH CRAOE AT THE R[COMMENOED RATE. B. fUUNOATION WAllS Of' K>.BrrABLL ROOMS lOCATED BUDW CAADE SHAU.. BE WATER PRoorrn WITH Io4EMBAANES ()(l'[NOINC f'ROW '!HE. fDC( Of' THE fUOTING TO THE FINISH GRADE lINE. THE MOlBRANE SHAll CONSIST Of' EITHER 2-PLY HOT MOPPED FELT, 8-MIL POL'r'WM.. CHLORIDE, 55-POUND ROll. ROOFING OR EQUIVALENT WATERlAL THE lAP IN THE WOlBRANE SHAU.. BE SEAlED N-ro FWn.Y AmXEO TO '!HE WAll... C. f'OUHl).t.noH W.AU..S WAY BE DAIoIP PROOF'ED OR WATER PROOf[D USIHC 1oIATERlAL.S AND IoIETHOOS Of' COHS'TRucnON OTlfER 1lWI COYEMD IN THIS SECTlOH WHEN N>PROYrn BY '!HE LOCAl BlJIlDlHO OffiCIAl.. 20, DRAINS SHALl lIE PftOVIOEO AROUHO FOUNOATlONS ENClOSIHG HABrrABlL OR lJSE'A8L.E SPACES lOCAnD 8El..DW CfW)E AHO WHlOl AAE stiaJEcr TO GROUNO WAl!R CONDITONS. DRAINS SHAll BE 1NSTAU.JJl AT OR Bo..ow '!HE AREA TO BE PftOTEC'Tm, AHD SHAU.. 0lSCHARC( BY GRAVITY OR Io4ECHANICAL MEmS I/'ffi) AH N'Pf<<JVED llfWNAC( ~. 21. THE TOP or OPEN JOINTS Of' ORAlN TlLLS SHAll BE PROTECTm wnM S1RlPS Of' BUlLOlNG PAPER N-ro THE 0lWH.I.0E nu:s SHAll 8E PLACrn ON 2 INOlES or WASHED CRA'YD.. OR CInJSJiED ROCK ONE S1M SIZE lARCUl 'IHAN '!HE nu: JOINT OPEHlHO OR PERFORATlOH AND CO'v'EREO l\'T1lf NOT LESS 1lWI . INCHES Of' THE SAAlE WA~ 22. 'lliE OESlCHS ON THIS AND FOU.DWING SHEETS ARE ..v>PUCABLL TO WINO ZONE I (15, PSf' LATERAl) AND UNITS WHICH . HAVE A WAXn.luM WIDTH Of' 27'-'l". Io4INlJ.IUI.I I-BEAM SP.ACINC IS .5 1/r', 23. lliE DESIOHS ON THIS AND f'OLl.OWlNC SHEETS ARE ..v>PUCABIL TO SElSNlC ZONfS 0, 1 AND 2. 24. '!HIS f'OUNMTlON OESlCH IS HOT f'OR INSTAllATlON ON A ftDOO Pl..AIH. WHEN IHSTAWNC CRAWLSPACE OR 8ASDIENT IN ~ AREA WITH SOIlS .....\IlNO POOR DRAnW:E, CONSlOERATIOH SHOUUl BE ~ TO NmfOOS Of ElMNAllHG !oCClJI,(UlATlON or WA~ IN THE CRAWLSPACE OR BASalENT, SUCH AS '!HE USE Of' SUIoI? I"tIIoIP(S), INSTAUATlOH or SUIoIP PlIIoIPS TO BE IN ACCOROANCE WIlli ldCAl COOt: ftECUROolfNTS. 25. CARE lolVST BE UNOERTAKEN IN THE PlACDIENT or CO(l"(R- lINE' ~ CftOSSllE'AlolS TO AVOlD CONFUC'TS wrrn I.WN lINrT CROSSUOl8ERS, 0VTRlCCERS. m.E. HANGERS, HITCH PlATES, c.a.s INUTS AND CROSSOVERS, ORAIN om mo CROSSOVERS. WATER INI...En AND CftOSSOVERS. ELECTRICAL lNtD'S AND CROSSOVERS. HVAC DROPOUT PIPCi AND CROSSOVERS. 0R"r'Ul VENTS. WATER HfATOl lUlJU PlPlNG, c.a.s APPUANc( .'JR IN1..En. ETC (CUTTlNC. NOTCHING OR OTHER MOOIFlCATlONS TO MAIN UNIT CoIJPONENTS (LONCffiJOINAl. B fAMS. CROSSl./EM Bas. OlfTR ICC~S. (;'Cl ARE NOT PERMfTTUJ (UNLESS SPC:C1nr.AU Y "tloWU' 'N WRftlNC FROM THE MANUFACTURER) =:---... . '" FIGURE 4.6 FOUNDATION NOTES AND CHARTS ROOf ZOHE WUHOO I. UNfD WTTH Cl)(TlJILlNl: rro.u I.WNI~ HlEAM 8EAW SlZ( SlZ( RroVIRED I'1lASTUl OO"TH fUR wm N-ro a:N'fUl1JN( 8EAIolS o ClXTDtt..JH( ~ fOO1'lNO sm: AT~ Icfii (~,gp (40 PSf'H~-1r-TW12]{111.3 1 10 1/'f I ~ NOTEI fUR UNrTS WITH comJWH( 8fAl,l /oS TA8Ul.ATtll N)(;N[. '!HE CROSSflEAMS SHAU. BE WSxlS. Sf>J>CU) AT 12"-<1' OC UAXMJW Wl'IH " BEAW f'OCKIT (OR PItASTER) DfP'TH Of' 14 J/.(' F'OR 10'" wm 8EAWS AND 1 8 J/.(' foR 1 t" MAIN BEIJoIS. o f'OOTlNG SIZE TABUlATED fU~ PIER SUPPORTS ONlY. SEE: /NSTAllATlON INSTRUCTlONS IoIAHUAl F'OR RlocrnEAlol f'OO'TlNOjPlER REQUIREMENTS. NOTE: .au BEAWS (CENTERlINE AND CROSS BEAMS) AAE TO BE SUPPORTED AT l.Io6vu: CENlERUNE AS SPECIFIED, ~~ tf' . ~!I 10'" ~- 12" - tf' i!' 10'" * ' f/' s: ~X' I 1if ~.!. 12" METHOD 2: UNITS WlTHO\JT CENTERUNE BEAIoI wm BEAM . PIlASTER llEP'Tli SIZE I AT ENOS 8 1/2" e 1/2" 10 1/2" e 1/2" II 1/1: 10 lj'f' 6 1/'f' e 1/2' 10 1/2" CROSSBEAM . 8fAl,l POCl<U DO"TH oCl PIER f'OOT1NC lolAXJlo(UIoI IoIIN1WUI.I SPACING SIZE .2.6"-----1.. --- - ...I.. ~ ~ ~ ...I.. ...I.. ~ . SElLCTEO SIZE Wflyl? ~ ~ W1~1 WllY, bB~ -.nxl w!!x 1 J W1n.., 1 ~ ---,;;; w ~ ~~~ .., I I ~ .1 I ~ I! 112 II! . ~ lla' , " I I =--=====tr II I II I II I I I I I I I I U ! 0 ---~ II :1 II .~~ I I I I I I __JrL-1J t ~_:~ l~il' !!I t" ----...- -----------------..~ ,;.. i r ,/,'" 'lj'tl' ,'" ,~rl..< " 1.,)"i~J~;j ,(...1~,.r,~l\...\,t'l 1. . '''-...__ .._...._ ":'. .~~~~"+ .;~~~"A" 'tIt.! 1 ' " i. , , I, .,.... ----------------------- I rl' ~-----~ _~ _ I , " , . . 'II ! I . I I I .,'. Ig~.' II I~ t' ~~ , ~ - --~ I r -~---- I r . : !II' ~ t I "'II ,-.J I '.~ I 'I 'f I l g,! JilL' ~ - -~------- ~u--l_ I: ---------- T~r--T c " I ~ I : ~ " " 1"1 il , Ii II .II: . Iii m" '". . i.. :, ... ~... . " ' 7( , ! I I , ---~------- ( \ , 0:: o ,..,LoJ ..,:~ ~~. ~5 - z o ~ o z ::> ~ g ~ - ---- 17 l;r AHCHoft DOlT AT fl'-{/' oc csa: DETAl. . o-d'") . t~ fItOHT ~ IIr ANCHOR BOLT W/~ I~ II 1 1/1' x 2 1 PLATE QrpEI) TO f1AHCE (2 80LTS /liT CENT'ERUHE er.w 0Hl~ 00 "TO(" IWl. I 31' .... I PERr'WETEJt... ..... JOIST TO SIll. AT PIlASTER ll'IT){ 1 fSd NAIlS AT SO oc sa SECI10H .~ fDft ltEIHFI:lftCD4H It[QUIRacOOs SIOlNC IHSTAU. F'OOllNC BELOW fROST l.t(( "TOE." IWL PE!m.lErtR JOIST TO SlU.. wnw 1 fJd NAIlS AT SO Of:. . Stt TAIlU: .~;!o& FIGURE 4.8 CRAWlSPACE DETAILS t/r ~ IOlT ..~I'" ~ IC I l;r . 2 f PlATE C7V[R F\.AHCl 3! ~IH ,~ 31'MH ~ AT~ ,. MBAIl AT tf' oc tAcH WAY SEcnON . C-C'" "" If: t.ocK a. ~ fDft "'~ loW( f'QOTf:R MEA IHD 11' 11ta< a. ~ ~ fDft R)OTEftS DCaElllHC .. W~, (~ \D S1DlNC "" ,''''1'' ""," "", C DC ", " .. \.. '" "I- '!I.'" ~~ .,. '" t::^ " , ~'.o' '0 v"" '.P .l-P..';'C,\S T (~~"'(;z,.~, ~ ~..~~ No. ,co ". .~ - ~E~703571 \ 1 : * = .. t.~ .: ..... ................,.....,. ............ '::.1:' J"::.-..... ...... ...............,...........,. ':.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:'::.:.:.:.:.::.:.:.:.:.:.:':.:.~.:.~.:.:.:.:.:.:.:.:.:.:..::.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:' ,............................................................................................... .................0 ....... .... .......... .............. ............................. .. '~"""'''''' .............................................................................................. ..........................................-..................................................-.... ................................................................................................. ..... .........~.O'.. ...........O'...........,............. ............ ............. ............................ . i -i~ U~ ~ 8EI.MS \II11}i 3~ ll(AO BLOCK EUVATlON FRONT VIEW lAG srm. PlATE TO IlDI oIOlSIS wmt (4) -3/t/' " 2 lj'r lMs-- 1. MlIOVE ~ A. a. c. D. NID ~ AT COITE:ft I.IHE. . 2. ROll.. HONE otm) 1lWCS'tQst 1lrAW: .3. .-csrAU. . BLOaCS WHIaf M:M: It9ftMD 4,.~ ClWCt rs usm. 1liE RKNE MAl:. BE'ONITTm. - UNE ,. 1 n ,t,HCH0/l BOlT ~'/ 1 .(' " 1 lIT' " 2 1 PlATt: Pm ovtR flNfC( t/' " It/' ~ AT c:ltOSS8FAW wI 15 ftfBNt NlD '13 lIES AT 10" DC S' STD srm. PIPE COl.tJIotH (OR EQtWJ e: It' lliICl( ~ a. F'Oft ~ratr IWC ~ MEA NflJ Ir 1lIOC flJft fOOTEJtS fXa!DIHC ~ FIGURE 4.9 BASEMENT DETAILS ~ ~SYE~E I-BEAM CONNECTION OP VIEW AT~ -# J. ~ MINIMUM PIER CAPACITY TABLE (FRAME BLOCKING ONLY) .. ,MINIMUM PIER CAPAC/lY (POUNDS) SECTION EAVE' ROOF MAXIMUM PIER SPACING (FEET) WIDTH OVERHANG UVE LOAD (FEET) (INCHES) (PSF) 4 6 . 8 10 12 12 0 2.0 2400 3400 4425 5450 6450 30 2650 3715 4900 6025 7150 40 . 287$ 4100 5350 6600 7850, , ' , ., : ..... 8 20 2500 · , 3550 . 4600 '5650 6700 :So 2750 3925 5100 6300 7500 ' 40 3000 4325 5625 6950 8250, 2550 . . . .. I , . 5850' 6950" 16 20 ' 36'50 4750 ' 30 , 2850' 4'100 ' " 5325: . 6550 '7800 40 ~150 452~ .5900 '7300 " 8650 .. ' . '..' .... ,(7;'3800l ~, we~:-A """" .. . - .' 'l, ",',f . 24 20 2650~' "'4900.'-. , :1"60S0"Y · 0/:;-7200:'.\\ 30 2950 . 4250 ' 5550 6825 , 8125' 40 3275 4725 6150 7600 9050 '14- 0 .' . 20 " " 2725.'- ' :"3900' . ~ 5075" :~ 6250 :; it,7425~ ~' , 30 3000 4300 5625 6925' 8250 ~ ~ . ~(ii " 40 3275 4725 6150 7600' 9050 ,m ~ ~ lEV ISED '~ 20 2800 , 4000 5225 6450 ,7650 @., . . '.!..:. 30 :nOO 4450 5825 .7200' 8550 e~r NOV ~ 4 '1997. 40 3400 ,4925. .. 6425 ' 7950' 9450 ~ i..... n: .\..1.&1& 36 20 2900 4150 5400 6650' 7900 Hoc:a. ~tne!.n 30 3200 4625 . 6050 7450 S875 -- ~Ao~ ~, fttt 8~ftclarcb 40 3550 5125 6700' 8275 9850 . , . ',' 4250 ~ I 24 20 ,2950 5550 6850' 8150 30 3300 4800 6250 7725 9200 , . 40 3675 5325 6950 '8600 10250 ' , , , . . " . ...,~ r '435b-'" _ .,.. l < S97~~ " ' a'300, 16 0 20 3000 .5650 I . ~ ..... i . . 30 3325 4800 6275 :nso. '9225 ~..~~~~ 40 3650 52,50 6900 85"25- 10150' &l . 3100 4450 ' ' ' ~ Co' 00 ....~. ' 8 20 ' S800 7200 ' . 8550 ~..j <:)~... ~ 3D 3425 4950 6500 8000 9550 I~ ft;. e. 40 3750 5450 7150 8850 10550 ' . 6f:?' : ~ 2 .., :;:.: '-i...,~ 1:)' . '7370 " "S900 b. ..' r- 16 20 j170' '4570 " 5970 '~ ~:~"lii/. ~~ 30 3535 5115 .~ 6700, 8280 tOOOO 2.0NA\- f(.~ 40 3900 5660 7425 9310 11075 -, ~TES: LONGITUDINAL I-BEAM IS 8'-0". 1.- MAXIMUM PIER SPACING FOR 8" '2. MAXIMUM PIER SPACING FOR 1 rf AND 12" LONGITUDINAL I-BEAM IS 12'-rf . TABLE 4.1 MINIMUM FRAME PIER CAPACITIES 20 REF. DWG # I FEB -25 ,q q 2. -1 ~ " ~ ',' ~~'. ." ., - I~ MINIMUM PIER :CAP.ACIlY (POUNOS) I - . ': ., . TOTAt. ROOF MAXIMUM .INFlUENCE" SPAN (FEET) . 'WIDTH LNE LOAD . (~ (P$F) -4'- .8 12 16 20 24 28 - -:-.-32 ' ~6 . I . 24 20 .. 1200 2000 2800 3550 4325 5100 5900 6675 7450 30 1525. 2550 3575. 4600 5600 6625 7650 18675' ~9700 40 1850. 31.00' 4375 ~~25 6900 815.0 ,'9400' 10675' 1.19~0 . .3050 .3900 4750 5625 '6500- I _ 26 '20 1300 ,2175 .7350 '822S 30 1675 2800 3925 5050 6200 7325 8450 9600. 10200 40 20~5 , ;5425 4825. : 6225 7625 9025 10425 11800 132QO . 28 20. 1375 2275 3175 ~100 5000 5900 6800' ..7700, 8600 30 175.0. 292:> 4100" 300 6500 7675 8850 10050 11225 . .. 40 : 2125' 36.00 5050 652& .8000 9"450 109.25- 12400 1'3850 : . . 30 20 . 1~j5" ,2450 3450 . '~450 5425 6400 7400 8400 9375- 30 1~O'0 ' 3200 4475: Sn5 7075 8375 . 965Q 10950 1Z250 40. 2309. ..,3900. 5500.. .7,100. 8725 1.0325 11925 1.3525 15125 .' 32 20 1525 2550 3550 4575 5600 6600 7625 8650 9650 30 1950 3300 4625 5'950 7300 8625 ..9950 11300 12650 . 4, 40 2375 4025 5675 7350 9000 10650 12300 13950 15600 -,~ t' J Ki, ::. ~ '. , YTI'lN-1F"; ~ -! (2(H'.';""':" j. ! -, T-- -..----.- , , 0'),-1 I ,.. ~" -~... ,,~ .~: .~.9~"'~,,, ~':5c.~\STEIf~",~ \ ~ .. ~ No. () ". ~ j f ENE8103571 \. i =*: - :*- ; ~ z I ~"O... ~ATe OF ....~g s.~. l .n.,.. ~ ... \ A'.....~OIA~.'/~,l ~~,r-r.r. .........~\\~ ~ . .~~'!~~.~ ~ , ,,12lt:t'l" . " . . , , ,,',. , , . TABLE 4.2 . , , i . MINIMUM PIER CAPACITY MULTI-SECTION RIDGEBEAM COLUMN SUPPORT , , .1' ,21 '. MrNIMUM FOOTING SIZE OR EQUAL AREA SOIL BEARING CAPACITY PSF) 1 000 1500 2000 1 2x 1 2 1 2x 1 2 . 12x 1 2 12x 1 2 12x 12 1 2x 1 2 12x12' 12x1'2 12x12 15x15. 12x12 f2x12 17x17 14x14 12'x12 x X x 3000 21x21 17x17 15x15 12x12 3500 22x22 18x18 16x16 12x12 4000 '24x24 20x20 17x17 12x12 4500 25x25 2h21 18x18 13x13 o 2 x x x x 5500 28x28 23x23 20x2{) J4x14 . 6000 29x29 . 24x24 .21x21 15x15 6500 31 x31 25x25 22X22 15x15 7000 32x32 26x26 22x22 16x16 . 00. . x . . . x2 2 x . 1 x 6 . 'sooo' 34~34 28.>128 . '24X2~ 17x17 . L 8500 35x35'" . 29x29 . 25x25 17x17 9000 36x36 29x29 25i<25 18x18 9500 . . . 37x37. 30x30 . 2 x26 9 9 1 0 8x38 Ix 1 2 x 19x1.9 1100b 40x40 ~ 32x32 28x28' 20x20 12000 42x42 34x34 29x29 21x21 13000 43x43 35x35 31x31 22x22 14000 45x45 37x37 32x32 2 15000 46x46 38xJ8 J3xJ 2Jx23 16000 48x48 J9x39 J4xJ4 24x24 17000 49x49 40x40 J5x35 25x25 18000 51 x51 42x42 J6x36 25x25 19000 52x52 43x43 37x37 2'6x26 20 00 54x54 4x44 3 xJ8 27x27 2.1.000 55)(55 I 45x45 39xJ9 . 28x28 22000 '57x57 46x46 40x4P .. 28x28 '2~0.00 58x58 47x47. ,'41x+.l 29x29 24000 5~x59 48x48 42x42. 30x30 25000 60x60 49x49 43x43 30x3 '''''''' NOTES:. ".+' ~ C. 00 ''', 1. FOOTING SIZES. SHOWN ARE FOR SQUARE PADS AND ARE. BAsED ON THE AREA .;'rJ~"",.'fE"~ ~.... (SQUARE INCHES) REQUIRED FOR THE ,LOAD, OTHER FOOTING CONFIGURATIONS, i "!J..,~..6 No. <t.. \1- .. SUCH /oS RECTANGUlAR, MAY BE USED pROVIDED THE AREA (SQUARE INCHES) IS i ! ENE87035 \ ~ EQUAL TO OR GREATER THAN THE AREA OF THE SQUARE FOOllNG SHOWN IN THE!..: .._ :! TABLE. FOR EXAMPLE, A 1 :t'x2:t' (288 SQ. IN.) FOOTING MAY BE USED IN .PLACE~...: -'~e i': ' OF A 1 6" x 16" (256 SQ. IN.) FOOTING. ALSO, lWO 1:t' x24' PADS MAY BE USED . ... ~'.., ~ " '" ff IN PLACE OF ONE 24'x24' PAD. PROJECTION SfW.L NOT EXCEED '1"', " i 2. THE FOLLOWING TABLE SPECIFIES THE MAXIMUM FOOTING SIZE FOR VARIOUS ~'" ..,. FOOTING THICKNESSES. THIS TABLE IS B/oSED ON UNREINFORCED FOOTINGS. REINFORCtj;,JON , ;,.' FOOTINGS MAY REQUIRE A SMAlLER THICKNESS THAN THAT USTED BUT MUST BE "'"",,\4,''' DESIGNE~ BY A UCENSEO ENGINEER. AlSO SEE SECTION 4.2.1 FOR AlTERNATIVES. FOOTING SGL STACKED OBL .STACKED ~"~ Pm ax PIERS x L BOCKS x W I-"L" I " 4. 4" 16"x16" 16"x16" 1 IT 0' 6 1/7 10'x24" 24"x24" PIER~J ,e;. 8 ,1j.:t' ~~:~~i ~;:~;FOOTlNG og. TABLE 4,3 16" 19 1/ 3:t'x4()" 4()"x4()" FOOTING SIZES PIER CAPACITY (POUNDS) 600 800 1000 1500 2000 4000 12x12 12x12 12x12 12x12 1 tx12 22 W1N.o ZONE I (15 PSf. LATERAl) 1'tPICAl SIDE El..tVATlOH SHOWING nEDOWN SPACINGS U I>> -lHt-.xlf" SlILIrS ('tHM 1IOllMQ)) f\.OO4 s-mn. f l!!? .W~.SEC11OHs ,SHOWING TlEDOWNS ~'REVISED 1 , NOV 241997 @ , ~ fiGURE 5.10 RECOMUENDED nEDOWN SYSTO.t 1. f'RAU( 11( -DOWN SHOUUl BE INST.IUfD TO PAOf'DlLY $UUI€ lH( ttOIoIC. 2. CMJl-1H(-ftOOf" 1lD N<<. HOT RC.QIJIIlf]) lIimt rfICt'f1IU SPIoQ]) Nfl) lNSWUD fJWl( l"f:DowKs. HOlffn9t. rF CMJl- ntE-llOOf ~ NIL RCQUIIl(D f1'( 1ME ~ .ua.sDlC1lOH, 1HEY M4V lIE INSW1fD. ~ CMJt-tHE-tlOOf" 1lD ('IItlOf 1tOWUllXlk:l1l( stX:URQ) 10 1H( ~ c:ROUND AHCHoIls AS 1H( 1lOlOWNS. 4.. ~ 1IalOliNS NIt) ANCHOItS Me. NOr SUPI'LIED 11 CUROOH tDlf:S. 5. CMJI-lHE-IlOOF snws (\M>f ltOlUIRfD) ME. SWPlJQ) '" QJOlllOH HOWa. ANO<<lRS NfO Del TRC.UUEHrs . NIL TO lIE SUPf'UfJ) f1'( 01HlRS. . .. CROUG NOtOItS Nfl) fRAU( lIEs SHAU. lIE CN'1aL Of' Jtf:SISnlO 10 TDISIU: l.DAO OF 4 n.s POUNDS NfD N<<. TO BE: ICSTIUfD POl Die .wcuf~ INSrAU.ADOH INSJllIJCllONS. BUT NIL IIOT TO OODID IlO'DHO 1)t( SlDDlAU. Of' 1HE HOW(. 7. srm. NOtOIlINC (.QUIf'uOIJ E:XPOSm TO 1HE WIoDO SK.IU. lIE PAOnx:tm lIimt AT u:ASr D.3O oz. OF ZINC POl SQUAAC RIOT Of" stm.: e. I'VoIXNDf1 01' 'IWC 1lOlOInf STRAn NIO NtCHOltS w.y 8( 0fFSU &.- TO fOUIt ftEJ TO AI.1DIr AUCNwOIJ 'MIlt CMJl- lHE-flOOI' SIJW'S PItOWlf]) NO OEX:RCASC .. 1)t( TOr.v. IUI8(R Of' f1W4: 1IOlOWNS Rf3t.US.. I. OCSICN 8ASlD ON III 1/'2" ~ SPAOHG Nfl) A WJCUAI SIllCllAU. ttDCHT OF ,.~. 10. AHOtOItS SHOUUl Ill: aJmflED fOR 1HESf: CllNIlmOHS f1'( ,. f'Il<lft:SSIOtW EHClHEDt. NlOlI1[Cf OR A NA1IOIW!:t IlCCOCNIZm TES1INl: LAIIORATOR1 AS TO 1)01 flESIStAHa". 8ASlD ON. 1M( WSDUE:D ANCU: Of' ClW:CH.\&. lIE ~/OR WJnlCIl. tIC LOo\DIHO NfD ANCU: Of" IoHCHOA IICSTAI.1AJ'IOH ~ l'rP( Of' SO&. .. lIltOCH 1HE AHCHOIt IS TO II( INSWJ.m: 11. CIlOlH) AHCHOIt$ SHOULD lIE 0I80l0m 8O.OW 1HE fROST I.JN( NfD lIE AT lEIoS1' 12" NllNC DIE W4TER TIo8l.I: NIIJ 12. CIlOlH) AHCHORS SHOUlD BE IHSJAl.W) TO no fLU. IlD'Dt. Nfl) STIoIIIJZOl I'lAJ[S SHOUUl Ill: IHSTAU.m TO P'lIOWlE ADOED RfSISTAHCX TO 00IIJmJflNata (lit Sl.JDINC 1~ NCHOIlINO EQUlPYOO SHOllJlIll: CD[f1flfD f1'(.,. IlO:I$JOllD I'ROf'I:SSlOtW. 0lClNIDt OR ARCHIm:T.TO IlE:SlST 1)C( SPO:IfIlD f~ .. ~ lIimt TES1ING I'lIOCOllIJl(S .. ASN. SfANOoVlO SPECnCAlIOH DJSIJ-t I. $JNlQARO SflEClfICAnoH RlIt SJJWf'INO. flAT $I'EQ, NIO SOl 14.. S11W'PINC 1'0 fit 'M'( 1. fINISH it. CRIoOE 1 S1Ul SI1W'f'lNC" 1-1/.(' WID[ AHO .o3S INCHES .. n<<:xNEss. CEJmfIED frf A Ro:lSlERlD PftOf'ESSIOtW.. fNCINaR OR MCHfT!l;T AS COHFOIbaNG WIIlf AS1U STAHOAAO SPa:lflCj TlOIf llli53-ll1. . SJN<<WU) SPEtIfICA110H FOR SJJW>PIHC. flAT SlUl. N40 ~. . .... KXHr H:1..1.ClCS ClD"Dt OfT ........... J fRAME nmOWN SPACING CHART flOOR r..wE l'ImOWH &lAX .. ldOlH ~ SPACINC PIER HDCHT 13.""- SINCU: 1 t' UAX 10"-0" 42" 15.-4" SINClL tt' WAX 10--0" Sf" 15--11' 'Y .we 10--0" fI1' 2r-tr 16'" &.cAlC 10--0" 42" 31~ 16'" &WC Io--d' . sr TYPICN. SlOt D.E.VAnON SHOWING nEOOWN SPACINGS WIND ZONE 1 (15 PSF LATERAL) RECOMMENDED TIEDOWN SYSTEM LONGITUDINAL TIEDOWN REQUIREMENTS SUA-71 ,," ATTACHMENT DETAIL II 1'rPICAI. LOHGll'\IDIKAl. I-BEAll 21 m flWAE CROS$I.l~8ER , '/2" 11 2. 11 , 1/2 I 13 C4 1I1HUM1) 3: ED6wH STIW' 4: IlAHDlHO SE.'L. 5: GROUND ~ - INSTAU.EO TO FVLL DEPlM OF ANCHOR HQ,D .'W'~ .. OCT 6 2000 1/8" 3/4. ,,"N. TO CEHTtR 1 1/11' I.lIN S'/I'IVD.. Tl1' E: BRACKET SITE IHST.AllED ANO PRCMOro at oniERS wI ~/8' CIV.DE S BOl.T smJI PRom:noH AT $K.W' EDGES """Y BE ~IIPUsHED wmt A f\OOR Wlont 3 lOHO PlECt OF H\JRIUCAHE smJIPINO 28'.S" DOUBLE. WIDE lOOPED IN SlOT BETORE 'THE TIE: [)()VIN S'T'AAP IoAlHlJ.M.I UHlT ~Gni HVI.lBtR OF' lOHGf1\IDllW. T1E:$ (Tom ~ END) o 2 DOUBt.E STACK SIHOlE STACK OZ'-o. - 32'-0. "'-0" - 32'-0. . FOR USE IN IJ?JI:HE T.A8tlJ SlHC\.E ST,IQ( ~ PIERS . 28. WoXllM.t HDGHf DOUBlE ST,IQ( BlOC1( PIERS . U. WoXllM.t HDCHT IIIH11M1 NlGU: OF Sl1W' . 40 OECRtES. I . .\. sa OtHER DAAWlHCS F'OR flW.!( 1lEDOWH REQ4JtROlENTS. na 0tTAA. IS rOR l.OHClT\1OINAL Tl~ OESlCH OHl.Yr. 2. WHOf NlCH0R3 ARt HOT IHST~ AT nu: NlOlL $?EClflEO IN nu: 'TABlL A stABlUIER PlATt WST BE 1HST.lU.ED IN N:CORQAHct WIlM ANCHOR WN\JrAC1\1RER"S lHSTRUCTlONS. 3. ~ T\EI)(lWNS AND ANCHORS AAt HOT SUPPLIED 4. CAOUHD NlOtORS AND flWlt TIES SH.IU.=CAPABlE 0' RESISTINO AN ULTlUATt TOfSIOH' LOAD ~ 4725 . ME TO BE IHmWJ) PER TNt IoWlUFICJVR[R'S JHSt INSTRUCI1ONS, sur ARt NOT 10 EXTEND BEYOND 1Ht SlDEW.-L.L ~ 1Ht HOa.ct. 5. STm. ANCHORING EQUlPIoIENT EXPOSED 10 1Mt. wrAlHER SKALL BE PI'OI(cTm wmt R LEAST 0.30 Oz. or ZIHO PER SQUARE FOOT OF STEDJ .. m BASm OH A WX1WIoI S1DE:WJ.LL HDOHr or ':-0" IoHO n , 2 t-~ SPAClHo. 7, ERVED. . . .. ANCHORS S1W.L BE CER11f1ED FOR nfESE CONDI11OHS f1f A PROFE:SSlC>>UL OfOlHEER. ARCHlTtCT OR A HAnotW.Ly RtCOOHIZtO n:snHO W10AATOR't /.S TO 'tHEIR RESlEct. BASED OM 'tHE IHSTAI.J.ll) ANOlI or DIAOOfW. liE NIO 0 . 'r'DmCAI. nE lOADlHO AND AHGLE or ANCHOR IHST. Nm nPE Of SOL IN YlHICH 1Ht ANCHOR IS 10 BE IHSTAL1.EDI t. GROUHD NtCHORS ~ BE EUSEDOED BELOW tHE FROST lIfE NlO BE R lEAST '1 I<<NF. 1liE WATER TABlE NIO ,0. CROUHD NlCHOR$.SMAIl. BE IN$W.l.ED 10 'tHEIR FULL DEP'IH, AND SVSl\.JZER P\ATES SHALl. BE 1HST.w.ED 10 PRCMDr ADOED RESISTANCE 10 0VER1URHIH0 OR S\JDINO FORCES. ST.ASIUZER P\AltS AAt NOT REQUIRED WHEN NfCHORS NC IHSW.LED R SPECIFIED NfCllL ", N<<:HORIHO EQUIPI.IENT SIW.I. BE CDmFIED f1f A REGISTtRED PROf'ESSIOtW. EHGlHEER OR AACHITECf 10 RESIS1' THESE SPECIfIED FORCtS IN ACCORDANCE wmt 1tS11NO PROCEDURES IN AS'T\I STNlOARO SPEClF1CA1'IOH D3503-IJt, . . $TAHDoW) SPECIf1C\TIOH f'OR STRAPPINO. f\AT srm. Nm SEALS. ,2. STIlAPJl1NO to 8'f TYPE ,. f1HlSH II. OR.IOE , STm. $'/1WPIHO, 1.'[4" WIOt AND ,,03S IHCHD IN 1HICI<NES!, CERt1F\tD In' A IlEClSTDttD pRClf'ESSIOHAL DIClHEER OR NICHlTtCI' #!J CClHF'OIUl1HO wm4 ASN STAHOAAO SPt'Clf1CA,- lION DJ'53-01, "STAHDARO SPEClf1C411OH fOR STRN'PIHOo F\AT srm. Nfl) ~. ROOf SLOPE NOT EXcaDlNO 20 DEGREES NO RESTRlcnON AS TO PIER Tl"Pt DR HEIGHT (EXCEPT AS UI.UTtO B'f 0'THfJ\ OtTM..S) IoAIHIWU Q\.WmT'( JolINl~ ST1W' ~ [NO OF ANGlE . u.cH Stc110H (DEGREEs) 2 ~ f\.OOR WIDtH ,10" DOUBlE WlDt- '"""y REDUCE TO 0 OR 1 I.OHCIT\IDIHAL 1lf: PER tW wmt PIER RES'T1UCnONS PER own' TO lDT WINO ZONE 2 (100 MPH) FIGURE 5 10.1 RECOMMENDED T1EDOWN SYSTEM TYPiCAl SlOE (L(VAnON SHOWING TIEOOWN SPAONCS 2-1T ...x l1[DOWN SPAONe P[R own l1[DOWN SP-'CINC P(JI own T1a>OWN SP-'CINC P[R own TIfllOWH SPAClHC PER own 11(00Wlf SPN:/HC PER own ,. -(f IWl TYPICAL CROSS SECTIONS SHOWlNC T1EDOWNS w \0 I. fRAIl[ lI(-oowN $H()U(D BE IHSTAU.(O TO PAOPtRl Y SECIJR[ M HONC, 2. vtft'TICAI. 1J(S /1M. 1l(0UIM0 IN AOOmOH '0 flUwE TIEOOWNS 3. womcAI. 1J(S w,YIlt stCURfl) TO TH( $AM( CROUNO ANCHOA AS TH( fRAIl[ TIalOWNS WHOf 00U8l[ HDOQ) AHCHOA IS CNWJl.[ OF RtSIST1NO COWllIHtO \.CWlINC. WHOf N/CHOflS AR( HOT 1CST..u.ED AT TH( AHOl.[ SP(CIF'J(D ... TH(. THll! A ST~ Pl.ATt wtJST. II( IHSTAU,(X) IN ACCOftCWlC( WITH AHCttOft MAHUF"~ JNST"IlUCn)HS 4. fRAIl[ TIEOOWNS .Nff) AH010RS ARE HOT SUPPuED 8T c;(J(RDOIf 1fOWES.. . :l.. ~ Tt( STRAPS /1M. SUPPuED 8T CUOlOOH HOlo<ES ANCHORS ANO END TRtATIoIEHTS .oRE TO BE SUPP\.IOl 8T OTHE/l'S a. CIlOUNO N010ftS N<<) f1W,(( nES s""u. II( CAPABU: or R(SISJlHCl All U\.nw'T( TOCSIOH lOAD OF 4~ .. All( TO 8( IICSW.UD PER JHE WAHUFACTIJRER"S ICST~TlON INSTRUCTIONS. BUT All( HOT 10 EXTENO BO'OHO TH( SIlEWAU. OF JHE HOIoI( 7. STal. AHCMOflING [0Ulf'W00 OCPOSED 10 TH( WEATHER SHALL at P'ftOTtCT[O WITH AT ltAST O.JO 02. OF ZINC PER SOt.Wlt rooT OF STEn.. a. DESIGN BASED ON "-1/7 t-B(.oM SP~HC AND A lWCt"U" SIO(WAU. HDGHl' or 7'-~. 9. lOHClJVOtNAL nES M[ INSTAlLED JUST lN5/D( '-8[N.1S AI CROSSNOIII[flS IN ACCOflOANCE WIlli THE T"'eu: .vtD NOTES 4. S. ANO 7. 10. fRAIl[ nEDOWNS ARE POSTlTlONED AT CRQSSN[OlBER lOCATIONS /WITHIN 3') WHOC STRAP CONES OFf BOTTOW fV,HCE Of BrAN wtIH ~ 8UCICl..( OR LOOP. II. AHCHOftS SttOU.O II( c:omnm FOft JH[S[ COHOITIOHS 8T A PftOf'ESSlOrW. DfCINaft. AftOtntCT Oft A H41IONAU.T .ItECOCNI2ED l[$llNC.~ AS 10 no RtSISTAHCE. 8ASC) ON TH( INSTAUm NCU Of 0lAC0fW. n[ NfO/OR \IERTICJoL 11[ I.CWllNC NfO NQ.[ Of NCtOR ~. N/D 1'tP( Of SOl. IN. WHICH TH( AHCHOA IS 10 II( ItSTALlfl): 12. GROUND ANCHORS SHOULD BE 0I8ED0ED 8O.OW THE rROST LM: NfO BE At LEAST l~ ~ THE WATD! T~ NfO 1 J. GROUNO ANCHORS SHOUI..O er IKSTAU!D 10 not f'VU 0EPnf. RQ STAIlIUZEJt PlATES SHOUI.O II( INS'TAU.m TO PftO\IIO[ ADOEO RESlSTAHCC.1O MR1\IllHINO Oft SlJOIHC rORCES 1"-.NOtORINC' [QUlPWO(l' sHolA..o I( CDmFItO .... A REClST[fl(U. Pft()f[S$)()rW. 0lCIHEDt Oft NlOiTD:r 10 RESIST THES( SPECIFIEO,f'ORCtS .. ~,WIlH TES1lNO PROCalURES JH ASTN ST.YItWlO SPEClF1CATlON 0393-91, STNIOAAl) SPECIFICATION I'OR-. STIW'PINC.' nAT STm. NfO StAl.S f$. 'GROUND NlCHORS'1O 1l[..1t.(l'[l).F'OR LOAO TA8UI.ATED IH CtWUS TlWES 1.5 SNDY FN:TOIt 0fl.~nw.T( ~ OF 47251 WHICHt't'[lt IS CfttATDl . I a. STlW'I'IHCO 10 B1.n1'E I, IlHISH a. OIW)( 1 STm. $T1W'PtHQ, 1-1/4" \lItO( NfO .,Cl3S IHCKI;S.. IN THOocESS. ComFtED. 8T A REG61fJ<m ~ OlClH([It.OR ARCHIT[CT AS CONro/lloll<<: WITH ASTIol STAHOAIlO Sl'EOflCA- nON OJ?SJ-91. "STANlWlO SPEClflCAllON rOR STlW'PlNC, flAT STffi N/O SEAlS' flOOR WIOTH FRAME TIEOOWN SPACING CHART EAvE I WINO ZONE 2 OVERHANC SPACING , OBI. HEAD lOAD IANCHOR N1GU: SEE NOTE 10 ""'111",, ", CO'" ," ~~ . O~ I, ./ f,..~~~.m:;c;~~~''.o ~ :(J 'X,'''":. ~- . No. 004 '~:L-; - ... \- - . - - - . ... . .. ~,~ ... .frrl ,.; . \ <0~<~ORfO~':Z$i ,?/ ~lh.6 . "" u'1l:R.EO....~G~~..':O . ," 1:." ,.... ""..u"'" 12" IW( S'-cf' S'-cf' 31S01 31S01 r w.x- M ,SO' LONGITUDINAL 'TIeOOWN' QUANTITY CHART : "'IntlD ZONC 2 ~~('6'P, 001 SECTION rlOOR WIDTH 164" IW( 00U!l( WlO( 114' IWl -- ..,... r _,..., 2 55' It. WINO ZONE .3 (110 MPH) nGURE 5.10.2 RECOMMENDED TIEDOWN SYSTEM 'l"..{f .wr TIalOIIN Sl"1ONC I' 1ImOlIN SPACINO 1'0 0WlT P(lI 0WlT 'IlmOwH Sl"1ONC PDt 0Wtt TIOlOlnl Sl"1ONC POl OWIT 'r..{fIWl' I. nt.W( T1(-oo.m SHOtA.O II[ IHSTAI.UD TO P1IOPCRI.r $(CUR( l!i[ HOWL 2. \'DmCIC. TICS Nt( ft(OVIftC) If AllOfTlOI4 TO FIWI( ~OOWH:S. 3. \'DmC.lll na W,TIl( $(OJRtD TO llt( SN<< CROUNO AHOOl AS llt( fRAIl[ TnlOwNS WHOf DOUlll.( H(AOQ) MOtOR IS CNWll.t ~ M:SmlHC <:owemm LCWllHG. 'WHDt AHCHOltS Nf( HOT. IfSTAUlD'AT. THE NfOU: SPttlf1O) ~ A ST~'1'I.Af[ WS1' ~ ~ If lIm1 NICHOft MN<<If"IoC'TUROt"S INSJllUCnOHS. 4. fIWI( llfllOWN$ NfO NOtOftS All( HOT SUPPum fIT CUOlDOH HONtS. ~ \'DmCIC. TI( SJlW'S All( SUPPum fIT cutMlOH HOwES. NO<<)ftS N<<J DlO lR(ANOfTS ME TO 8( SUPPutO BY 0TH0lS. S. CIlOUNO AHCHOftS NIO nw.c lIES SIW.L 8( ~A8l..[ Of - RaISnNO Nt UUlWJ[ TDCSIOH ~ Of 472S1 . ME TO 8( INSTAl..lm PElt THE 'IWlUF'ACTURDrS IQAUAlIOH 1NS1'IlU:noHs. sur ME HOT TO EX'JOC) 8C'rOHO 1H[ SIDE'IlWJ. ~ 1H[ HOII(. 7. snn. AHOlOflINC D:lUIf'IoIEHr DPOSm TO 1H[ WEAniER SHAU, ll( I'ftv,LI,;,W WITH AT lEAST O.JO OZ. ~ ZIHC PER SOUAA( roar Of' SlED.. a. OESICH 8ASEO ON 99-1/1' HIrAM SPACIHC NfO A ~ SlOEWAU. HDCHr Of 7"-fr'. . I. I.Of<<irTUOlHAL lIES All( /HSTALLm JUSl' IHSIOE: 1-8EAIoIS AT CIIClSSIoIOIlIm IIf ACCOftOAHC:t -wrt)f llt( TA8l..C NfO HOltS 4. .. NG 7. 10. I'JWI[ TIOlOWHS All( I'OSJITIONtD A'I ~ LOCA'IIOHS twmIH 3") WHOf STJWt ClONES OFF IIOr1tlw I\N<<:( ~ IIE)M WI'IH N>PfftNm ~ Oft LOOP. II. MCHOItS SHClU;O lit cmnnm Rlft ~ CCHDmoHs fIT A f'ItOf'~ 0ICMEJt. MOtITIX:f Oft A fIAnOKAU..y Ilf:COQaZED 1t:SnHO ~ AS 10 na IltSISrAHC[. BASED Oft '/H[ INSWI.m AHCU: OF ow:atw. tl( NfO/Oft VDnICAl lIE LCWllNC NfO AHClE. Of' IHCHOR HSTALlA'noH. AHO T'rP( Of' $Oll. If: WHICH lllE' ANCHOR IS TO BE ltcStIUm: 12. c:ROUNO NfCHDItS $HOW) 8( DI80XlED Ilt1.OW THE F'ROST Ut( IHO II( R.lEAST 12' N1fN[ lHE.1I6Uot THIl.[ NfO . 13. CItOUNO NfCHDItS SHOUI.D lit INSWI.m 10 no IUU. 0E:Pn\ IW)' STA8llJzDt rwts $HOW) 11(' ftSTAU.D) 10 PR<MOE ~ ItESISTN<<X 10 ~ Oft SUllIHC ~. 14. ~ [Qt....ocT $HOW) II[ aRl'lflm fIT A RECIS1ERED PROFES$lOrW. ~ Oft MCHIl'ECf TO IttSIST THESt SPECFUl fDRCtS If N:ioclftIwa WItH TESTIHO PROaXlUlla If ASnI STAICwlo SPECIFJC.<nOH ~". STAHtWlO SPfXIFlCAlION FOfr STIW'P.1NC. IlA1' sn:o. NfO SEALS. IS. CROUHO NlCHORS 10 1lE AATED FOR IXW) TA9IAATED IN ~ TIoI[S..I.5 W'[N'rlCTOft Oft lA.1'Iw.TE ~ ~ 47~1 WHICtODt IS Qlf'AlDt. 14. STItN'PlHO TO 1'1' TYl'G I. IlHISH .. QWl[ I snn. ~ I-l/~ WIlD[ IW) A35 INCHES If 1NCICNEs$, ctImFlEO II'f A ft(CSl~ ~ ~ Oft AAaIRX:f AS CiOfIRlftIolIHC wmt ~ STNlOW) SPtCn:A- lIOH 'DJtU-tI, .$TNllWlO ~ FOR ~ FUT STm. AHO SEALS". . TYPICAl SIDE (LEVATlON SHOWING TIEDOWN SPACINGS be o SEE 'NOTE 10 f'1.C>OR I EAvt: WINO ZONC J fl..DOR EAvt: WINO ION( J MOTH OVER~ SPACING 09L HEAD LC\o\O ANCHOR AHCl( MOTH 0VER1WfC SPACING D8L ~ LQ.I.O ANCHOR AHCl( t 2" W,X s'-I!' J1SO~ ~ IS< WAX 12" loW( s'-I!' JlSOI. ~ ooueu: WID( r W,X', fS'-f(' JlSOI ~ ~!._~- .r WJ( s'-I!' JlSOI ~ 2 2 11-4" 2 2 4-4' 11-4" 4.f' TlE-OOMf STIW" Nfl) ~CHOIUNO Posmotf ST,l,HQAAD IHS'f.lL1.VIDH rocmHC N"PROVED llE-OOWN S1lW" W~ I-sv,u PIlR sa: awrrs. f'lCURf 5, '0 FOR W.XII.I\.II.I PIER HElCHTS . CROUNO NfClL OF ,l,Hct<<m TO o e,' 8[' 'AT SA/.lE- . ,l,HClE' AS snwo . . . . . -", " . , 11I-00W,.' snw-',I,HO ~ I"OSmOH IHSTJo/JATlOH WITH CND-1Hf:-ROOf' S1JW>S f'OOnHO .~ 1lE-DO'tI'H S1lW" ~ I-WU PIER sa: awrrs. FlCUR! 5.1 a FOR t.WOU\JU PIER HElCH1S CftOUHD HaTES: 1. C7v'ER-lHE-ftOOF Tlt-ooWH I'I1W"S IN. HOT ~ 1lE-OOWH S'TP>>S NG ~w.'4 ral~~ LO.lD MlM W 011 r:HF:1tJ.JJN) W 47241} IHO wsr IE IHSTJUED It MIlt 1HC .WHUf'~ tm'AW.11OH tmlWC11OHS. . 3. PROTECTlOH SHALL BE PRCMOED AT SlWtP CORNERS WHD\E 1HE AACHORlHO S"1'ST'EN RlQUIRES 'THE USE: OF EXT'DUW. SlJW"S Oft CABU:S. . FIGURE 5.11 TIEDOWN & ANCHORING DETAILS 41 . ' WIND ZONE II (100 MPH) & WIND ZONE III (110 MPH) llE-ocl'IltC S1'P..Y NfIJ NfQiOftlHQ f"()S(1'l(lH ~AT,,="~ . . tfCl'Tti 1HE ~ lE wAY ~ lIE LOOPED f'ROW1HE 1'01- Of..1HE Clf"f'OSm: IUoI IJ K:s l.OQl.t1ONS 1\W IN NOT HJQ4 -wmt ~ . . ~WtG~. wmt.- .. HCAT~' CONT.aHD H 'M: IlW.V' ~ {Ii I snv.- H rrs TAUT POSmOH. PIEft HDQHI' fCft 'nG CXlKXllOtf IWJDD . DO"'1H OF m: ... . ~. " f'OOit4O N'Pft(;f{fI.) 11E-oo'II'H S'I1W"S NfOl.E OF ~ 10 lIE: AS ~D UNLESS N'f'ftI:M1) $'TAIII.lZER PVJ'E OR QClU..M IS ~ GftOVND N"f"ft(NrJJ N<<:HOR "'"" ~ TENSQIHO H!)D . ~ 10 N'PROPflIATE flOURE 6. 1 0_ ~ WA:lOYUW PUR HEJCHT. . Ham 'nG vmtoo IS JUDWm ctU' ~A~ flaURE"'O-IS PftlMOED ~ 'THE PIER ttDQH\' NfIJ ~tlIW:m fOft IGTALJ.ATIOt( OF 1liE A.. U 'THE CIU1'SU ...... N'f'fttNm HfCHOft Wl1li TftC TDGOHIHO H(.tD N'f"R(1{fJJ lE-<<l'fnol snw> mf? ~ f'G 0ft0UHD ~ · IlEF'ER TO ~ F10URE 6.10_ fQft .wawuw PU:ft HEJCHT MOTES: 1. CMl't-lHE-ftOOf' l1E-oowtc STlW"S ~ HOT ~ z. l1E-oowtc STIW"S #K) DE't'ICD TO ~ A ~ UW) IW1fO OF 31 CM:JU..CW) OF 4 NlO wvsr lIE: IHSTH.U:D H """ HmII'If:Jn tcSVUA1'lOfC IHSTftUCtlONS. 3. I"I'IiOl t'.'.OlM'l StWJ. II PR<MDED 11 S\Wa" COP:HEftS WHfX THE ~ ~ REXMREs tHE USE OF DCmtW. rnws OR CHI..EI. 4. NtCHORS WST N.SO WEEr 'DaUUJm WWD If . ~ or UNIT INSTAlLAnON FOR WINO RESISTANcE: fICURE .5;j,2:,'ON-SfTE '?ONNECTION OET~S 16(1' /164- flOOR 28 ~E WINO ZONE II (100 MPH)~ : "JO CAUCE . ~ WIDE "'''MUM (CAlV. STEEL) CON11NUOUS' . 16(1' /164- FlOOR 28 WIDE wiNo ZONE m (11.0 'l4PH) ,99-1/~ .f-.BEAW~~ STRIP fUU. lENGTH OF' UNIT FASTENED EACH. ~ OF " CENTERlINE WITH 7/16"'.,6 CA STAPlES OR ROOFINO NAILS . AT. 2 1/1( O.c. MAXIMUM THROUGH ROOF DECK. .AT. SPlICES . ' . OVERlAP STRIPS ..- MINIMUM. . ENDWAu. AT CENTERUHE #l$xS' SCREWS AT. ~: oc. (MAX),(MAYBt: .TDEO")'':. VERTICAl. 1lES FACTOErf INSTAU.EO AT REOUIRm SPACING (SEE nc: S.10~) 18x.+- SCREWS AT 2~ OC MAX OR- 16d NAIl.S AT 16'" OC MAX STAGGERED SIDE TO SIDE. "'".''''''' a"~ 'c.' 0 .~" . ,'" ~ ' Ok~~1. : !to" ^~ ........... ::-a~~ .:- ..v OO\\'TIflC". ~ .:- oJ .'~~ . "f';'.. .~ ! ! No.OO4~~ ~. S.- i * a _*1 . " *.. : ~ STATE (jf:. '. :: ~~.... ~ ..:. $ , ~~~O ~ 'I. ~~ q~~ET 16d .(.I3S"xJ 1/2") fWLS, JJ 11". OC 'OR 18i.~ SCREWS At '1~ OC fA!.X '. ..: .~..~T f'lOQR 1 1/~ -.26 CA STRAPS AT 96" OC F'OR.ZONES t.ANO 3. f.ASTQIED to ~.,.i6ISrs WITH (11) 7/1(f" .16 CA STAPlES'tACH END . (1- PENETRATION t.lrN) . . ~ (,I LOOP nEDOWN STRAP THRU BRACKETS INSTALlED PER CHART AND ATTACH TO ANCHOR (SEE NOTE 5) TES: .'. 1. ANCHOR EOUIPM.tNT AHO DEVICES, ..elUDING .STRAPS....TO BE RATED AT J1501 (472S# UlTIMATE)... .'. ~ DOuBlE HEADED ANCHORS TO BE RA'rEQ AT..' fOR 1HE COMBINED l:.OAD AND SHOUl.O BE INSTAlLED WIi'H STABuUZER PlATES. (UlTIMATE LOAD · 1.5 TIMES THE VAlUE SPECIFIED IN TABlE). '. ' . . . blACONAl TIES TO BE INSTAlLEO FROM INSIDE I-BEAM At SA!M; LOCATIONS AS ~RTICAl TIES. . REfER TO TABLES (FIGURES 5.10,_> STARTINC AT 24. fROM EAtH END '(MAX 0P0l ENO SPAClNC): . .' . MARRIAC( WAll ANCHORS MAYBE SlNCU: Hoo WIlH A ~"501 t.lIN CAPACtTY (-47251 UlTIMATE). . BRACKETS ARE 1 1/~1l1 112"1l11 CA:(t.tIN) STEEL NfClE.WITH TWO (2) 7/10 ow.tETER HOlES J/-t' '''HWUM f"ROW CACH ENO AND 2" TO so IN 8ETwEEN HOlE CENTtRs (BRACKET t.fUST BE SHIPPtO WITH HOt.fE). BRACKET IS lAGCEO TO niE CEHTERl.ftE . JOIST wI (2) 5/,(f"xS' "'IN lAGS. ~ OPENING FbR (1) BlW:I<ET - 21'-(1' FOR ZONE '. AND 16'-6" F'OR ZONE 1ft. MAX OptNlNG- fOR (2), BRACKETS - 42'-0" FOR ZONE . AND. 33'-'0" fOR ZONE .. . . THE EXTERIOR WAlL SURROUNOINC All. DOORS AND'WINDOWS HAS BEEN OESICNEO TO AlLOW INSTAllATION OF PROTECT1\IE COVERS, WHICH ARE TO BE INSTAU.EO IN ACCORDANCE \InTH THE AMERICAN PlnvooD ASSOC14T1OH"S -HURRICANE SHUTTER OESICH" PU8UCATION ENnTlCO -SHuTTERS rOR WOOO f'RAM( BUIlDlNCS". THIS PU8UCATION IS AVNlA9L[ rHROuOH THE A.PA, P.O BOX 11700 TACOMA. WA 98.04 t 1-0700 OR f'ROt.l THE \.wnJrACTUR(R OF YOUR HOME. UPON ROAOYAl OF THE SHUnERS. THE HOlES IN THr rXTrRl0R "'DINe UlIST BE IUUEOIATElY S€AlED IN AC('ORON-<<:[ WITH THE SlOINC toCANUf"ACTuRER'S /NSTRUCT~' . ANCHORS AT CENTrnUNE REOU/REO ONLY AT COlUMNS SUPPORTINC SPN'fS ,GREATER THAN 48" '. ... , WIND ZONE II (1 00 MPH} WIND ZONE III (110 MPH) IU. ~ 'ttJmc'.tc. 1I:DOIH l.OCA1'QG lIfE. IlOrlhD EJT10 wt ~ ~ ON 1HE HOWE: Oft B'l' tQC.(Tm no l.OC:Al1oN ON A P'IlIhT SU'fU:D InH nc HOwE: BY 1HE awu-~ .. ,4U lEJ)Olftf stP.Ys NO COfNx:noH KWlWME wsr ~\[ A 31501 AllDWA8l.E II'CRIqtC lAID (472$f I.UIW! UWl WIt). N:lTt: H'AAM.L mx,.,. ST/W>S 1M. Hat REQWB If WKI ZONE L '. STNIWlD PO -(rIP) NOm l.tUSs HOlm ~ NJ. c:flO<JN) NOt:lR$ wsr lIE IWm Kr WC,' 31501 ~ l.CW) C.f1501 u.~ lAID ~ NJ. Cfh'XHf ~ l!. HNt WIL1.S wsr BE -WII'YUI 'ttJmC.fUY IS Sl-<<:lIM. HSW1. ~ J:t I-eE"AW a..ostsr 10 fREE/ 0<<) OF SHrARw.tL( IHJ ATTJ.cH 10 CROUND NfCHOR. ... .. ... .' - \ ~ \" 'ATe' Or :"xct:::.. ~ 2. ~7 ~ ~'. I, "'- '~1t { ~ ~~',J\o""","'k~r:.'\.~ ~ <i'l. ~ft', Vtr-'- I' i"~' s ~ v:n .".....', -,' .\'\ '!>,.... i""l 'l"JOM"l t..'. \...-:' I" IV .., \~, """11111 "U\\\ FIGURE 5.13 TYPICAL S'JNGLE WIDE SHEARWALL TIEDOWN INSTALLATION 44 #U. ~ ~ ll1lOIltt lDCAl10HS ME. IlDnf1]) EJ11D rt( ~ PRCMlm ON 1lf: ~ Oft rt( IClICA1H3 no LDC:m:>>c ON A PRINr SlJIIUD WH lI-t: HOWE'W 1HE WNU'ACtUQ. . " ' .' '. . ' #U. 1I1lOwN stJW'S NfJ COtNX:I1ClH ~ UUST w.w: A .11S011U.OW.1a! IOPJCI4O UW) (4'mI u..nwE UWJ WIll. H'MlIW.L ~ ~ ~ IS ~ ~ F ~ SII7N6WJ. IS F~ TO 1HE ~ WIU. . . ..... " . . . I . HOlt: SH:Mw.tu 1lDOWN snws ME. NOT Rf:QC.RD If ftC) zOft L WIND ZONE 1\ (100 MPH} WIND ZONE III C110 MPH) SHEARWALl ATTACHED TO. SIDEWAlL ", W.RRW:f: WJU. ~ ~, S'tlKlMD 0iASSIS PIfR (rc?) ICSVU. Sl1W" IJ I-4It7AU ~ TO ma/ . 01) ~ ~ NfJ .vv.at TO CROUII) ANCHOR. (Sf\'[ INS'CAU.m BY OTHERS) , SHEARWALl ATTACHED TO MARRIAGEWAU.. .'~-- NOTE: Ui.!:5iS N01m C>>a'EKMSr. #u. CflOUtI) B wsr lIE IW'ED JJ YN. .11 IiU.OI.IaI L.lW) .(~ L.lW) ~ IU. aloUN:f NtCKlftS Jl H:Nt WoIUJ. wsr If: ICSVUED . ~~,SICIN... . .". '. , . ' , ~ 'f:AU. ~'t ~ ICStIU. STIWS R BaTH ~ \Ja:Jt ~ NfJ ATTAcH TO ~ 'NtCHOIt (sITE I(SWJJD BY OTHERs) FIGURE 5.14 TYPICAL MULTI-WIDE SHEARWALL TIEDOWN INSTALLATION 45 - ~ -- . --............------~ -- ...~ CHAPTER 6 ~ 'i~STALtATXO~,9P OPTIONAL PEATURES . .. . .. 6 · 1 Hing'e'ii ';:69 f s 'and" eaves ~ if your home' "1iiis "'an " OPtiorlal-liinlted roof or eaves, see speciJ,fic installatiQn, instruc;tions: and .' illustrations '1>r6;).1ded sep;,;;at\,ily' wJ:tIi -YQ\ir' hbme; ,,",,,, ", . 6.2 Awnings and carports. Choose free-standing products with columns to support the~~. we:f,qht. ,I . . - .' 6.3 HiscellaneouS,Lights and pixtures.' 'Some ~erior lights, ceiltng' ,fans an~ Chain-hung f i><tures. 'IlIl!Y not. yat" !:le', ins~lled when' the,' home is deli v!,red. ' All o~ " ~!!s,l!:. tixt';U'M<, m,uat;..be grounded by a ftxture"'9'roUndil'1g: screw. or, '1i.>;.,;' For" p1>llin- hung fiXtures, Use h2tIi methods~' , When f1Xl;1il:'ea are mbunted on CombUstible surfaces such as hardboard, ~nstall :a' ' noncOmbustible rinq to completely cover the COmbUst!Ple 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., .. ' 6.3.1 Exterior lights. Remove the junction box covers and make wire-to-wire connections using wire :nu~s. 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 th~ light fixture to the junction box. Install the light ~ulb,~d attach the globe. Refer to Figure 6.1(a). ' -. 6.3.2 'C~11ing"rans. To redUce the r.isk of inju~, install ceiling fans with the trailinq edqes of 1:he,bla~~s at least 6~4" above the floor. Pollow the manUfacturer's instructions. If no inStructions are available, conne~ the wiring as' shown in Fiqure 6.1 (b) . . . ", . 6. · TelephciDe and oable TV. ClUUlLBss' INSTALLATION OP TELBPHOQ AND ~LB 'TELBvISION LINES HAY DE ~ARDoUS. The walls' and floors'of your manUfactured home contain,electrical circuits, pl~inq al)d duct work. Avoid oontact:wlt1t, these nome syat~ when drilling through and PlaCing cables within these cavities. Only trained professionals should handle sUQh wOrk. PAXLllRB '1'0 FOLLoW TIlESE INSTR!1CTIONS ImY RESULT III SERIOUS PERsONAL INJl1RY OR DUTIl. Figure 6.2 shows one procedure for telephone crossover corinections in mUltisection homes. 6.5 Speoial Setup Henual Addendums/and SUPPlements. Your home may require special instructions in addition to those inclUded in this manual to properly setup the home.- Listed 46 6.6 below are several of the most common special options. These are provided by Gu~rd~n Homes separately. Setup Manual Addendum: 60, 80; 100, 120 and 150 PSF Roof Live Loads Setup Manual Addendum: Offset Unit Tiedowns Installation Manual Supplement (Special PIer/Footing Desiqns) Basem~nt Foundatio~ Designs . Hanufact~~.~ Installation InstructioDs..' Provided separately are Inst,llation Instructions provided by the anchoring d'evices .:.l1anlifacturer which must be f'ollowed. The . irtstructlons 'p.rovided .may. not..be the same as the anchoring device~'yo~'are uBi~g. If this is the case, Use the . instructions which are provided with your anchors. . . " 47 02/25/04 WED 13:11 FAX 360 681 0780 . TO ~tJc..p r FROM --KCt. -h') 1 ~ REF ~~\~J' \ BUY-RITE SEQUIM ~001 259403 Hwy 101 . Sequim WA 98382 Phone: 360-681-0777 . (toll-free) 800-640-8591 Fax: 360-681-0780 Email: sequim@buy-ritehomes.com Website: www.buy-ritehomes.com DATE ~1~D'-f # OF PGS INC COVER FAX # \.; N o o ~ OJsrJI: >lOCI/BOO f'nIlUlct ::;;l .... p a ~ tn , , 1 I [)l~'_ t', '"'" .', HCf'[ fIl<lD<" .A' ~. l~ 5...llNlr ""'1R 1 'Il''''''\. su: on"l. .... ,.. u"[ n;t.\j to:KJtR- · SII[.. 2 nJ "" HWS[ L . _____-' SlQ>[ DUell AJ- ~~-- V - - ~ ~- '::- H[-IIQITt.II 4" ;1<:1 ' OF SlLr( AWAr 1llOO.J I I' " ;' SAHHNn' SlM'll UH[ ~I:ftnt~n. ~.[H ~ _ _ _ _ _ L I " 0 I l~ -,- , '--li' I , !>- 'I:{f il! I O\L 1 I 1 . III I 1>- .'1 ~ .11 I lII[[s', I · 1 '\[1;100'::1': II " ' I : ! ' j ! ,1 I 1>-- I: I r '~ll 1'["",( DIST. 5"-.'f,,!,Y I . 10 I I so(.~ U~ rounN"'" 4-' P'''' 00""- . · I [ 0 . I_ '.STAUADOO or FI- ~~-:,rD D~~ " I II HWID) UH[ MEP Hl>.[ D \1, i r I I I '"Sl"L CU-ldIwrs ~ 2ft 51tH .." . L:: _ I U.clf 511"...r U'Ir. (nRD IOC"T[) I .-= ~-= =-~ =-- - ~ ~ ......~_ --. $(( Pt'"1A1l 10 PoDell I J: P."9~(O , I _.__._ . Cfll.\(l., .......~ ' L' .....4'.." ...J 1-. _'__'__'__'_,'_ J _________ -:t.: -:.-";~: __~ ____~-_=_==_-=_.::::.-.::---~-- --------;----b: ~ .', ~'<<:S'~10 7 ".... EmIIIfC 6" LArrnAl. ___ dIsr. 11", _JJ"~Y ~ .1 SUU'LA1iJl.U. <I ~... 4_". .. _~ ^lLEY=....l=-~-.. _:--=-.. _.::::: q <I q UI>J. ux:r: =-:: PA\f>>rm q ___.____ ~________ ~ ------------------ .--.4----_,,__'1-____ ------------ - (.~r SI""AAY Sll\1:A utE' ~ .... ~ I !; a:l o GO 1- o .-! GO (Q o (Q <? ~ SITE PLAN .-! .-! <? .-! Scale: ," = 20' I) 20' Ill' 1,0' ~- - - I - __ ,- _. 'C ___~ ~ ~ "'" o "- 10 N "- N o 1!J4 , , <lJ I r ,. 4, q' I I" .. ~ " J , ~ I ~ " ., 'I . .. " '"B - 1:1 " ... ~ <I '4 .. ."g: ..<I (f] . G l I 4 . I '~Ju. M[,,1I l~% ':~~) 4......:. I " '-- I " ~ ~ ~Sll~ SN, I - ~~AH~ I] " <I I: AHD evlln CAST 1'<V'r ~r'''''OAAO PIA" , ~ :~:.:.-- -.. ~.. . ~ . .. ~ ........... [ctolCR:."'ll" [hQ'ilRrJn q <I . DETAIL SANITM-<Y SEWER CLEAr\lOUT NOT Te S( "" l .. 'AAY I' - 2\:1' :l "1lL 91'( CIC'tt'.u""(n" 1,)1 1'" I . s"fIr, fUt I>>12\U. ,.,I'Q\ tu :C-~).U-CH.CJi.~ Bt1E PlAN a.oo, t:A llCl'lO . .W, Il/JIlDl Cia II1JY /lite MQUCS Z94/1.J H'1tY .0/ ~QU'AI. 11'" g6.l/l2 ZJ..NOVII 1: :'11 io If-"lotM' u~ R... D A."'J Jll" t'I ... :,'::.', "I~,~~::'J -~f~Arlll u. IJlIIIII...ce11 OClo\wr4.,. <<. ,UJG,Ut~'l,^" 0.136& '<1' .ur llE"CDIIlDl 200) 1 IU.&..( >Uft 5tIlll'Aa AflAY moo ~l( 0.,' NIl TGrt1lIIDlmtW IIDI rouHoAIItN WAU., SLePt ortDl III lIot AWJ.Y mClol HII _ SlC1\nHG WAll. cr'~' _u: H_ (BY OlHlItS) SECT1DN _ tlST.oJ.I. f11Dl ~AIlRlt. Qm.u 12' PAST ar.ow IlO<1< Illl.IH ..:cae 4', Hll"[ rootlHc ClLU't S1.llf\[ AT 2" 11M. TO I'm' IQL AT C1AI " , 1 '- ti - DJ$L~----- 0' .,. '}' IHSTAlJ.Ill.Oa( at RDOC ".oJ.I. ~ ~ ~1:llDSNIY 1l> ~ 211 Q.0Pl: <lit tG$ _........ tlST'LL ~ l:, Fill lUft ~J\1fOl II( ~ 15. lD~~1:. ~l Ins BACKFILL Be GRADING - - - I EiIPIllEs, U/127tJTl JlDCliLOf..llL Rf90rru:! "no FIE Ccv.unm" 1011)71 I 'r 'Im,,,.~ I~ PNkD. _ --JO-t.........CQ~u SfTE PUN - SECTION ....n CA llQ<;'D . .wi Bl/1lDf C/o Bf./'I RtJr. HfJNrs ~fOJ HIW ror ~Cll4'IoI.WA~ Z I~NOVJ(' &. ".1 Ivn411 u~ S"l.11 ^ "'SClI'l ^'j"L'" -, "''' ~~ ":.' ,,"', ..., . r" ...."'f (MG: '1. l)Ct ~Arm rM; l.bn tlJ Q)lt ORAW/tC n:: C'r..J.IN~I~ ....... ..... a.J.l6~ .... 2 DaDtBef MI>> ~u NOft'€: d Z <:) ~ "- ~ C1I "- <:) "'" ~ l:=' l- e.> l- I- "11 ~ e.> 0) .... 'OJ'" <:) :......:~: ~ t. . -' ..1.(......... <:) -1 QO <:) t:I:l S. - I" :;r;l ..... :.~ en t!j JO ~ ..... I::: , L ~ . .. ~~, IE!;I <:) <:) e.> 05/19/04 WED 13:30 ~~ 360 681 0780 BUY-RITE SEQUIM ~001 ,~ ,::,,- 259403 Hwy 101 . Sequim WA 98382 Phone: 360-681-0777 . (toll-free) 800-640-8591 Fax: 360-681-0780 Email: sequim@buy-ritehomes.com Website: www.buy-ritehomes.com TO r \<'=1 ~-' FROM Ka---r ~ \ A ~ ., REF ~ \: \-<> it - ~yv\~ C~-bOOOO~4D \. '1. c.. \,\ \' tl <& . .) \0 ) ~ __ . DATE s-h- ". \0 y # OF PGS INC COVER ;;:; - FAX # t..t \""l - lfl ( J. ~;~'1 ~ ~filAl'~~, ~O~.~~.~ '_ -: 0./__ )""~lf'Q":J .~ :~,,: \. ~ ~~~~ ~~ Q.r> ~\" Cia ~~?,~~ z' , . ___~ \~~ ~ \..Q '\, A. ~'l C" 01\ ~f\ Q' \t) ~ 0 \\ Q - ~ , .. ~~ ~ (hI'"\ ~,'~ C\V\ Q" ' f ~~~~? ~LW..~ C'.l o o ~ ::s ...... ::;. a !:.:l tfl ~ ...... ~ I i; a:l 0 co t- o Poi co (Q 0 (Q M ~ ~ Poi M .. M Poi A ~ "'" 0 "- 0) Poi "- It) 0 ~ .. N 4 r H By 2:;' -l1 Wall Per: Engineering . 100' 12' 10' -16' Z8tx38' 3 BDRM Proposed Manuf. Home ~ I 7?' 4--20' 6' i Phone 20'SEC'iION / I / 1/ / ,,/ 20' I ---l-- Line 13 ' 50' 7 · L I ADD l\ 30'LOllG RE'l'AItlltIG If ALL CONSTRUCTED FROt1 10" X 1010 X H)" RAILROAD'1'I8S: 1. 20' SI'.CTI0U '1'0 BI!: 3 TIES IUGH=30" A1.J.ey 2. 10' SECTION ~o BI!: 2 TIES RJGH~204 S 19 04 - AL'l'ERED TO Uo.w - - RB'l'A:mING WALL ADDXTION - -r- P\'ll~. 'HELP LSVEL SITE - 6' nOH BOUSE POR 30' I L______- I I 1.-20 I ~I I I. .1 35' , C~L fiX Sereet!l W R elL Gaylord/Jan Butler rax XD 06-30-99-04-02-20 XXXX Sout:h ":t" Sueei: SCALE~ 111 = 20' [ EXISTING NEIGHBOR RESIDENCE 4"' HDP' FODnND r:. \ ~ E~ST. 4"' PVC I : DR>JN;S"safI~~ \..< "I I ,.- ~~:~i ~:~TDR- i ~~O~~~~ ~~ .r:..:y - r - It ~ - ~ RSAE-NIRT:A~~ ~ ~;E-i/ NORTH~ST CORNER I . r- ~ .. J... "/' I >- ~ r rr.=-=-=- - -'';:'~I\: I ~ ) 0 : 'ii I P ! I o~ />-' Iii III . PROPOSED . II I I' I RESIDENCE II . TREES : ':i ':11 I I >-, I,! IIII~ REMOVE EXIST. SANITARY 4-_ PVC DOWN- I C.O. 'I I , SEWER LINE FOLLOWING SPOUT TIGHTLINE:, . I I . I. INSTALLATION OF RE- EXTEND TO CURB I ,I ROUTED LINE WEEP HOLE O\j . I I "" SlOPE MIN. · ", II INSTAU. ctrANOUTS If (FJELD LOCATE) I t=_.-=~::-~-:::.. EACH SANITARY L1NE:/ I ~ "" - ~ ..... SEE DETAIL TO RIGHT ' I PROPOSED I ..... . ..... . ~AVEL I ........... L .11 PARKING I i- _ __.__.__"""'::.::-!..._ - --.--.--. .. -, I ' ------ IN~TALL jI"_ WYE 'MTH __L. II ___~--------------------~--- -q 4-_ Eft:ISHINGS INTO -;Y - -"2r - - '4 - II EXISTING 6"_ LATERAl.. -fi' ___ . '57 --- E~jST. 6"_ SANITARY <1 "" .". " b-: 5EVIER U\ TERAL " _:_-~--~--~:_~-------~~-~:~~~;~;~~~~;,~~~~;;~--~:_~--~--~~ SEWER LINE I I --------~---i::- SITE PLAN i) Scale: 20' L 60' I 1 " 20' o I 40' L <1 <1 I .d I <1 <1 Ll <1 I CAST IRON RING AND COVER , PER WSDOT STANDARD. PLAN I <1 B-18b. COVER MARKED "SEWER-. I .d Ll I Ll L1Ll <1 Ll <1 .d Ll <1 Ll <1 1<1 " j <1 I I Ll <1 .d' 4 I 4 <1 1 ,4 I' 2li t- W W <14~ (/) 4 Ll <1 .d Ll <1 <1 4 <1 4 4 <1 A <1 Ll '<1 <1 Ll <14 4 &: /.l <1 - ~ <J Ll <1 , I ~ "'-..4:1Ll 14 <14 . ~INJ~EP <1 HOLE IN OOR~ (FIELD LOCA IT) ~ I <1 ~I '7 ~'STING SA TARY SEWER MAN LE <J I Ll <1 <1 CONCRETE ENCASEMENT 2" PVC RISER 2- 45' BENDS 4 2. PVC SANITARY SE~R PIPE DETAIL SANITARY SEWER CLEANOUT NOT TO SCALE nllE: SITE DE\'ElOPMENT fOR 1301 S. ',. STREET, PORT ANCEU:S. PARCEl NO. 06-30-1111-04-02-20 snc PLAN I EXPIRES: 8/12/04 1 CUENT: GA \1.ORD ct JAN BUTLER c/o BUY RITE HOMES 259.fOJ HWY 101 SEQUIM, WA 98J82 Z ENOVIC & 519 s. PEABODY ST., STE. 22 PORT ANCEU:S. WA 98362 ASSOCI AT~~S PHONE: (360) 417-0501 FAX. (360) 417-0514 INCORPORATED DRAWING: KC: DT/OJJ66/S!tePlan JOB NO. SHEET OJJ66 DATE 1 D~CEN8ER 2003 SCALE ,. - 20' Of 2 .. SLOPE SURfACE AWAY fROM HOUSE 0.1' MIN TO fORM DITCH 18" fROM fOUNDATION WALL; SLOPE DITCH 1~ MIN. AWAY fROM NW CORNER SKIRTING WALL Of MOBILE HOME (BY OTHERS) SECTION 2' ___ INSTALL FILTER FABRIC; EXTEND 12" PAST DRAIN ROCK DRAIN ROCK 4"' HOPE FOOTING DRAIN; SLOPE A T 2~ MIN. TO M:EP HOLE AT CURB EXIST. GRAD~ - - ~I: INSTALL BLOCK OR ROCK WALL AS ~ NECESSARY TO ACHIEVE 2: 1 SLOPE OR LESS BELOW WALL INSTALL WALL ~ I If 2: 1 SLOPE CANNOT BE ACHIEVED ffi I TO PROPERTY UNE. ~I BACKFILL 8c GRADING NTS - - I EXPIRES: 8/12/04 NEIGHBORING RESIDENCE TITlE: S1lE DEVELOPMENT fOR lJOl S. .,. STREET, PORT ANCEtES, PARCEl NO. 06-JO-IIIHI4-02-20 SI7E PLAN - SECIJON CLIENT: GA M.ORD ct JAN BU1l.ER C/O BUY RITE HOMES 25!U03 HWY 101 SEQUI",. WA 98J82 Z ENOVIC & 519 s. PEABODY ST., STE. 22 PORT ANGElES, WA 96362 ASSOCI ATES PHONE: (360) 417-0501 INCORPORAlEO fAX. (360) 417-0514 DRAWING: KC: DT/D:JJ68/S1lePIan JOB NO. SHEET o.3J66 DAlE DECEMBER 200J 2 SCAlE NONE Of 2 FROM : KIRSCH ELECTRIC 20Gl/MAR/05/FRl OJ: 39 PM FRX NO. : 3606830869 Mar. 31 2004 03:59PM P1 CITY OF FA BLOC DEPT FAX 110.360 417 m I P ::i03/003 \ \ , fi ELE:CTRICALPERMIT APPLICATION FOR omclAl. UsIj. Ol.a. '\" lllltl'Jler::: "......" Pll.oA;lmlol;c: C_......... The EJ0ctr)cal Permit Appllr=Cltiol"l mu.!;! hr:: Pilhtd Oil! ftDrrlD)nteN PleDMt 'PiP8 or '.prim in lrot: Jfyou'have IIIny que$1lon$. pJoas:. cll (360J 417-4735 f!unu....bar: (310).417'..47" ~ 3 . <=t~o . ~oe.-l~ ~~ O....r.rEloc.C.,.,lnIotor~.n~ ~('SC..lA ekc.;~1 c, ~h.~O; 0S~"g-(t:j Fox: ""'port)' 0...."" ~ R.i' k \+CSYV\..e.A- !>hcn.: Address: ~"7l 4-D3HwVl lOl 'Cto/.' '~~J;v\.. .WA.-- . './C.,.,1. .-: \ ,.,L ' . . IRse<:::ro3o;>..l'^". Eioclllo.lC<>n_r. f:::.\' .;:;>LA/'- \;/ \-(".~1"" \ C, . Ucona,II: E>ql:, . .Addr..s: FO BO':x3~4b'; ""CitY:.~Vh(.JA- ,1NSTAUoATION WIRED BY; 0 OWNER . ~~CAl90NTRACTOR ) ,....... .... CredItCardHolderNam.: ~o~ F,.. ~rs~' ( Kl rs.~ SI;lillg AddfB$s: vb 6vt<. ';?..7~ Co. City; S~VI/'\ .GniditCardNUmbGr.~' " Eltp. nate: .?;! ? \ PRllJECTADO_~ \7]\0 3.1 St. ,r ?tlyt-~~~CJ, TYPE OF WORK" Cheek III thet apply: CI New 0 A1terallcnlAd~luon . '. . ftResldenliel IJ Mulll-fEm"~ O. comme~1 C/if MO~I1eH~ . " ~q. Ft. /'S7fd,. C1RemctaMeter OOel3chedgZl1llle, oHotTub CrSwimpool DSapllcPump OI.owVoitage' ClTe/ecom. ElSlgl c'/??;, 0, R-icfI C::,g-!-O'lll Zip; q '& Ptiane: bfs' :S~'1 zipd lr38?- _ ~le.c;h-i 0 ZIp: '1 g-?:, <i?2 . WsA~~ . Nwnber of Clreult8 added or elltnd: . DESCRIPTION Of THE ELECTRICAl PROJecT; , " o _card' Wumacu ~tPump o F.n.Wall _KW ..LJ:I..KW . ~ON_LRA _KW IJ OVeIhoad Service .cTemp Service 'I'(Unde'llround Swvice , 'ServIce Infonrll't1on VOltag~: j 10/1 <-Lo Ph".e: ~ : SeMC8 S.ze, ,),.<'0 Feeder S~: ' Electrical Heat Load Additions o.nd or 8ubtrBetfons , hereby certify thet I have read and exemlned this application and know th8t .!lame to /Je true end correct. and I am 9uthorized 10 apply forthls permit I understand it Is n~ e CltY's legll1 respom~/bllIty to determine what permits .re required; It rrimams the appliC8llts responsibility to termlne whet per. Its ere required end to obmin such, Credll carll Helder's Slgn..tur":D~: 51'?! (0 "'3 Owner or Sill:, Cont, Slgnalu Date: X frYl e.- M "'/ jo'f I N5 Tt}U6iJ - ~3? olG ,JJ 1/110'( IJ.J ~ qJ e-o PERMIT FEE: $-------r~ 41~ 3D "IELECTllICAL.~ERMlTAPPl.ICA TlO,.,