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Home My WebLink About1611 S Butler St - Building oft ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number Pin number . . . . Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000042 Date .364514 1611 S BUTLER.ST 06-30-00-4-4-0070-0000~ RES MANUFACTURED HOME RS9 RESDNTL SINGLE FAMILY 72230 OWner Contractor KIRSCH, GLEN/LOIS 4200 JACJSON HWY CHEHALIS Structure Information Construction Type Occupancy Type Other struct info WASHINGTON HOME P. O. BOX 176 CHEHALIS (360) 790-9411 1674 SF 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 WA 98532 Permit . . . . Additional desc Permit Fee Issue Date Expiration Date BL.MANUFACTURED HOME 1674SF REDMAN #422L 230.00 Plan Check Fee 1/31/05 Valuation 7/30/05 Qty Unit Charge Per BASE FEE 2/07/05 CENTER INC WA 98532 17.00 1.00 9600.00 1674.00 1674.00 1.00 .00 72230 -------------------------------------------~-~--,---------------------------- Extension 230.00 Special Notes and Comments When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. . Building address sign shall not be less. than 6"& not more than 12" in height. Numbers colors must.. contrast with wall color they are mounted on. (Ord:14.36.050-E) 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" The proposal will result in the placement of a new manufactured horn in the RS-9 zone. Setbacks ate good. Lot coverage is 17%. No land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical load calculations and elctrical permits are required. Elecrtrical connection fee of $110.00 required Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. - ~ - ,\ ~ - . < t w ~ +- -- (6 1 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if workor construction authorized is not commenced within 180 days, if construction or work is suspended orabandoned 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 . e authority to . late or cancel the provisions of any state or local law regulating construction or the performance of cons o. Signature of Owner (if owner is builder) T:\Policies\II02_15 building permit inspection record05.wpd [11412005] .. Date r ,." ....':;' ._',," '; :B~ii~~E~iiiT'fL~iiEc~~~~'r7.":~~~"~:'~ . '. . 1 1 CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSpECTIONS. . . CALL 417-4807 'POR PUBLIC WORKSUTILlTlES,< I PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVERfTNs.1fuTEOJlj6:(JpJ(:EALANYWORKBEFORE INSPECT~:~;~f~~~ r~~ ~Li:~~g~~~~OCATI9N~ " .' "i . . INSPECTION TYPE , DATE ' ACC~ED '", ,. COMMENTS , YES':'~.: NO " .. I. , '.' I FOUNDATION: , .," ,', , , , FOOTINGS . WALLS c". , FOUNDATION DRAINAGE I DOwN SPOuts .:',' , , PIERS .."..' . '. . . . , POST HOLES (poLE BLOGS.) I f\'c.'" ! PLUMBING ; '. 'c j.; ,':~J'/ I.) UNDER FLOOR I SLAB I', " ROUGH-IN WATER LINE (METER TO BLOG) ,. . GAS LINE , ... , . , . , ,. BACK FLOW I WATER . .. . .' , '" ",i"~i; r .', '.' AIR SEAL WALLS "1 CEILING ,I .' , c'. ,....-.-.- " '., ..; ; ,:C". .' """. r '" ' FRAMING " " JOISTS I GIRDERS .', , , SHEAR WALLIHOLD DOWNS '. , , . '. WALLS I ROOF I CEILING , .. '.' DRYWALL (INTERlORBRACED PANEL ONLY) '. ....c .' T-BAR , 'c,., ','. .. , ,: ..' ,. . 'C" ".,'. I INSULATION . I SLAB '" j . . WALL I FLOOR I CEILING .1. "c". . ",' MECHANICAL ',' , ."c . HEAT PUMP I FURNACE I DUCTS , GAS LINE WOOD STOVE I PELLET I CHIMNEY '.' . COMMERCIAL HOOD I DUCTS I . MANUFACTURED HOMES .. FOOTING I SLAB , BLOCKING & HOLD DOWNS , SKIRTING PLANNING DEPT. SEPARATE PERMIT#'s SEPA: " P ARKINGILIGHTING ESA: , .. SHORELINE: . LANDSCAPING " .t, I:, ",I " ',' ,. " ,,' ;FINAL.INSl:'ESQOl'l~;REQUIRED PRIOR TO OCCUJ>ANCY/USE' ",' Y' ../ . "'. ," ..: L DATE' ,"-, ~' NO COMMERCIAL "DATE .'c '.A:CCEPTED ~IDENTlAL .. 'YES I" .'" YES . NO ", I' .... ELECTRICAL .. LIGHT DEPT. 417-4735' " ELECTRICAL LIGHT DEPT CONSTRUCTION R W.I PWI CONSTRUCTION: R W. I ENGINEERING 417-4807 PW I ENGJNEERn:lG " 417-4653: '0 ., . , FIRE ," , , FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. I BUILDING 417-4815 , .' BUILDING' I T:\Policies\1102.)5 building pennitinspectioil record05.wpd [11412005] ;,>" , , " . ." """C. .0 :.:i I-~ .~ \II (,';f' I: ;: " CITY OF'PORTANGELES DEPARTMENT OFCOMMUNITYDEVEL()PryIENT -BUILDlNG DIVISION 321 EAST 5TH STREET, PORTANGELES,WA 98362 Application Number . . . . . 05-00000042' Pin number . . . . . . .364514 Page 2, Date 2/07/05 ------------------------------------------ ---------------------------------- Special Notes and Comments Construct driveway to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. ...., ". " " .. -------------------------------------------------7-------------------------- other Fees . . . . . . . .. SEWER SYS'!'EMDBLV CHARGE STATE SuR~GB PW WATBR'S~ST~USB FEE 745.00 4.50 '1025.00 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 1774.50 1774.50 .00 .00 Grand Total 2004.50 2004.50 .00 .00 Sepalclte Permits are required for electrical work, SEPA, Shorelil1e, t9/yutiljtjes, private and public improyem~n~;Thi~permlf~ec()mes null andyoid if work or construction authorized is not commenced within180 days, if construction orwork 1~,susR~I'l~9.d()~ilband()n9d for a peri?d ot;~~Odays. after the work as commenced~ orif requlr~c,lI~sp9ctions have not been request~d within 180'da~frol11 the last inspeCtion. I hereby certify that I have read ande.xaminedthi~appIication and know the same to be true and correct. 'All provisions of laws and ordinances governing this type of work willbecorYiplie~wI!l1whether specified herein or not. The granting of ape[TTlitdoes not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the :peiiorrnanceof consfJ1Jction. Signature of Contractor or Authorized Agent Date SignatureotOwner (if owner is builder) IDate" "~. <c' T:\Policies\1102_15 building permit inspection record05.wpd [1/412005] I CALL 417-4815 FOR BUILOING INSPECTIONS. CALb417-4735FORELECfRICALINSPECfIONS. CALL 417-4807 FOR PUBLIC WORKSUTILlTlES . . PLEASE PROVIDE A MINIMUM 24'HOUR,NOTICE. IT IS UNLAWFUL TOCOVER,IN$lJl.ATE. OR CONCEAL ANY. WORK BEFORE . INSPECTED t1NlJ ACCEPTED. POST PERMIT IN A CONSPICU()US LOCATION. . KEEP'PERMI'PCARD AND APPROVED PLANS AT JOB SITE. BUILDING PERMIT RECORD INSPECTION TYPE 'c; DATE ACCEPTED ..' COMMENTS YEST i ., NO . FOUNDATION: '. BJ",/L~-r;t1 fl.. ~~ .lC ~-Ig:~ J~}..:J:.. FOOTINGS '!f.-If}..OS' . .r. WALLS l.-~-O~ I I FOUNDATION DRAINAGEl DOWN SPOUTS -, ., PIERS , ," " '" 1 I POST HOLES (poLE BLDGS.) ." PLUMBINq .' . ," " UNDER FLOOR/ SLAB ROUGH-IN " WATERLINE (METER TO BLDG) .' GAS LINE BACK FLOW /WATER I AIR SEAL WALLS i CEILING I I I '" FRAMING JOISTS I GIRDERS SHEAR WALUHOLD DOWNS WALLS/ ROOF / CEILING . DRYWALL (INTERIOR BRACED PANEL ONLY) .... T-BAR INSULATION SLAB I I WALL/ FLOOR / CEILING I MECHANICAL . .,. I HEAT PUMP / FURNACE / DUCTS GAS LINE . WOOD STOVE / PELLET / CHIMNEY .'" COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES . , I FOOTING / SLAB ., i BLOCKING & HOLD DOWNS SKIRTING r , PLANNING DEPT. SEPARATE PERMlT #'s SEPA: I ., I P ARKINGILIGHTING ESA: t LANDSCAPING ,.. SHORELINE: " ~ ., ','. ,FINAL INSp'E8IONS RE9UIREP PRIOR TO OCCUP~CYIU!lE.;' " '. ;" . '0 .i',,':' ~ID~TIAL-,-_ {. DATE YES NO COMMERCIAL DATE .. ACqwfED , . ._.~..:..~ . . 'YES NO , , I: , .' , -te.,..... ". ELECTRICAL -UGHr DEPT. . 417-4735 ELECTRICAL LIGHT DEPT ." . 417-480.c '.~-~~~.s' CONSTRUCTION - R.W. " CONSTRUCTION R. W./ PW/ TP " ENGINEERING PW / ENGINEERING' I FIRE 417-4653 FIRE DEPT. , . '. .... ." . . .. d , PLANNING DEPT. 417-4750 PLANNING DEPT. ". I BUILDING 417-4815 . ~:..~"~S tfT BUILDING T:\Policics\1 102_15 building permit inspection record05.wpd [11412005] S "-r~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST STHSTREET.PORT ANGELES. WA 9R~62 u. Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000042 Date .364514 1611 S BUTLER ST 06-30-00-4-4-0070-0000- RES MANUFACTURED HOME 3/24/05 RS9 RESDNTL SINGLE FAMILY 72230 Owner Contractor KIRSCH, GLEN/LOIS 4200 JACJSON HWY CHEHALIS WA 98532 WASHINGTON HOME P. O. BOX 176 CHEHALIS (360) 790-9411 1674 SF 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 CENTER INC WA 98532 Structure Information Construction Type Occupancy Type Other struct info 17.00 1.00 9600.00 1674.00 1674.00 1. 00 Permit Additional desc Sub Contractor Permit ,Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL WA. HOME CTR./ MOBILE + FEEDER WASHINGTON HOME CENTER 7$.70 Plan Check Fee 3/24/05 Valuation 9/20/05 .00 o ~ ~ , ~ Qty Unit Charge Per 1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78.70 Special Notes and Comments When roof gutters are installed, drains will located in dry wells or piped ,to approved storm drain locations, Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (brd. 14.36.050-E) 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" The proposal will result in the placement of a new maftUfactured horn in the RS-9 zone. Setbacks are good. Lot coverage is 17%. No land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical load ~alculations and elctrical permits are required. Elecrtrical connection fee of $410.00 required Sanitary sewer connection inspection is required by ~ 'f t ~ ~ COMMENTSI ACTION NEEDED ELECTRICAL PERMIT INSPE~JON RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEFI'ED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE DATE ACCIPTID COMMENTS YES NO III '1 'H . WIIlII-rH..IN I \,;UVobK :ShK V J l,;h . FTN A J I . .. i GENERAL COMMENTS: PW~II02." (4'96) S "I4ir..I"'" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .121 F..AST 5TH STREET. PORT ANGELES. WA 98J62 - Application Number . . . . . 05-00000042 pin number . . .364514 Page 2 Date 3/24/05 Special Notes and Comments Public Works prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. Other Fees RES OVERHEAD SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PWWATER SYSTEM USE FEE 410.00 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 78.70 78.70 .00 .00 plan Check Total .00 .00 .0.0 .00 Other Fee Total 2184.50 2'184.50 .00 .00 Grand Total 2263.20. 2263.20. .0.0 .00 ~ COMMENTS/ACTION NEEDED ELECI'RlCAL PERMIT INSPE~JON RECORD " CALL 4 174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDEA MINItdUM 24 HOUR NOTICE. IT IS UNLA WFUL TO. COJlER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DATE 'COMMENTS INSPECTION TYPE NO GENERAL COMMENTS: PW.I102.15 (4196] PREPARED 6/03/05, 13:02:25 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 6/03/05 1611 S BUTLER ST WASHINGTON HOME CENTER INC KIRSCH, GLEN/LOIS 06-30-00-4-4-0070-0000- 05-00000042 RES MANUFACTURED HOME (360) 790-9411 SUBDIV: PHONE PHONE : PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/09/05 RV 2/10/05 DA BL1 02 2/17/05 JLL 2/17/05 AP BI2 01 2/24/05 JLL 2/24/05 AP BLBT 01 4/12/05 JLL 4/12/05 AP BL99 01 4/29/05 JLL 4/29/05 DA BL99 02 .~..~ BUILDING FOUNDATION FOOTING MAX 360 748-6649 NEEDS 25' SETBACK FROM BUTLER STREET FROM P\L TO FRONT PbRCH, CALL FOR REINSPECT ION BUILDING FOUNDATION FOOTING Max 360 748-6643 12:00pm BUILDING FOUNDATION WALL Frank 360 790-9402 BUILDING BLOCK AND TIEDOWNS Maxx 360-790-9419 excessive water under foundation sump out to dry status before final/jl1 BUILDING FINAL TIME: 17:00 CHUCK 360-790-9411 04/29/2005 10:58 AM JLIERLY NOTE CONTAINING ACCESS CODE TO GAIN ACCESS TO RESIDENCE HAND DELIVERED. 04/29/2005 04:43 PM JLIERLY ---------------------------- fire bell ok - finish house address and drive way per public works/j 11 BUILDING FINAL 06/01/2005 08:48 AM RVESS NANCY (DAUGHTER) 808-3845 IF NO ANSWER AT DOOR STEP NEXT DOOR (2538 W 16TH ST) TO HAVE GRANDSONS LET YOU IN, OR CALL ABOVE NUMBER. HOME OWNER IS ELDERLY AND HARD TO AWAKEN IF ASLEEP. -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 4/29/05, 12:10:34 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 3 4/29/05 1611 S BUTLER ST WASHINGTON HOME CENTER INC KIRSCH, GLEN/LOIS 06-30-00-4-4-0070-0000- 05-00000042 RES MANUFACTURED HOME 2/09/05 RV 2/10/05 DA 2/17/05 JLL 2/17/05 AP 2/24/05 JLL 2/24/05 AP 4/12/05 JLL 4/12/05 AP ~~ "C\)~ itS SUEDIV: PHONE PHONE : (360) 790-9411 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING MAX 360 748-6649 NEEDS 25' SETBACK FROM BUTLER STREET FROM P\L TO FRONT PORCH, CALL FOR REINSPECTION BUILDING FOUNDATION FOOTING Max 360 748-6643 12:00pm BUILDING FOUNDATION WALL Frank 360 790-9402 BUILDING BLOCK AND TIEDOWNS Maxx 360-790-9419 excessive water under foundation sump out to dry status before final/jll BUILDING FINAL TIME: 17:00 CHUCK 360-790-9411 04/29/2005 10:58 AM JLIERLY NOTE CONTAINING ACCESS CODE TO GAIN ACCESS TO RESIDENCE HAND DELIVERED. -------------------------------------- COMMENTS AND NOTES -------------------------------------- ( ~ f~i~ ~ ~tle rJ ',4/ BL1 01 BL1 02 BI2 01 BLBT 01 BL99 01 (:r.~~ -\-e"sl- oK- (beW JL-C ~p~ueA PREPARED 4/12/05, 13:29:52 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 4/12/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1611 S BUTLER ST WASHINGTON HOME CENTER INC KIRSCH, GLEN/LOIS 06-30-00-4-4-0070-0000- 05-00000042 RES MANUFACTURED HOME SUBDIV: PHONE PHONE : (360) 790-9411 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/09/05 2/10/05 RV DA BUILDING FOUNDATION FOOTING MAX 360 748-6649 NEEDS 25' SETBACK FROM BUTLER STREET FROM P\L TO FRONT PORCH, CALL FOR REINSPECT ION 2/17/05 JLL BUILDING FOUNDATION FOOTING 2/17/05 AP Max 360 748-6643 12:00pm 2/24/05 JLL BUILDING FOUNDATION WALL 2/24/05 AP Frank 360 790-9402 BLBT 01 ~12 5 ~L BUILDING BLOCK AND TIEDOWNS . Maxx 360-790-9419 ----------- ------------- ------------ COMMENTS AND NOTES -------------------------------------- BL1 02 BI2 01 rgJ ocJ- , +, G"" ok- SJfVI ! ~~j.or.- r (lJJA/^ ~lovSb , J)-t (JO/,- PREPARED 2/24/05, 13:33:00 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR JAMES L LIERLY 1611 S BUTLER ST WASHINGTON HOME CENTER INC KIRSCH, GLEN/LOIS 06-30-00-4-4-0070-0000- 05-00000042 RES MANUFACTURED HOME SUBDIV: PHONE PHONE : PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/09/05 2/10/05 BUILDING FOUNDATION FOOTING MAX 360 748-6649 NEEDS 25' SETBACK FROM BUTLER PORCH, CALL FOR REINSPECTION BUILDING FOUNDATION FOOTING Max 360 748-6643 12:00pm BUILDING FOUNDATION WALL Frank 360 790-9402 RV DA BI2 2/17/05 JLL 2/17/05 AP 2/24/05 JLL Me) ~ -------------------------------------- COMMENTS AND 01 NOTES -------------------------------------- BL1 02 PAGE DATE (360) 790-9411 STREET FROM P\L TO FRONT 4 2/24/05 PREPARED 2/17/05, 13:22:32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 2/17/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1611 S BUTLER ST WASHINGTON HOME CENTER INC KIRSCH, GLEN/LOIS 06-30-00-4-4-0070-0000- 05-00000042 RES MANUFACTURED HOME SUBDIV: PHONE PHONE : (360) 790-9411 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/09/05 2/10/05 RV DA BUILDING FOUNDATION FOOTING MAX 360 748-6649 NEEDS 25' SETBACK FROM BUTLER STREET FROM P\L TO FRONT PORCH, CALL FOR REINSPECTION :~~__::____~~~~~_~~~____~:~~::~::::::::;:::2~::::N~_____________________________________ 8 ~~~~AOREFD 2/09/05, 12:21:29 PORT ANGELES ~~~;~~----~------------------ CONTRACTO~ : 1611 S BUTLER ST OWNER . . ; ~~i~~GTON HOME CENTER INC PARCEL ' GLEN/LOIS . . : 06-30-00 4 4 APPL NUMBER' 05 00 - - -0070-0000- . - 000042 RES ________________ MANUFACTURED HOME PERMIT: BLM 00 BL MANUFA------------------------------ REQUESTED CTURED HOME ------------------ COMPLETED R~~~ DESCRIPTION _____T RESULTS/COMMENTS 2/09/05 RV --------------------------------- ~-/t)~~~~ BUILDING FOUNDATION FOOTING -------------------------------- ~ MAX 360 748-6649 ---- ---------------- INSPECTION TICKET INSPECTOR ROGER VESS --------- PAGE DATE 6 2/09/05 SUBDIV: PHONE : (360) 790-9411 PHONE : TYP/SQ BL1 01 -------- COMMENTS AND NOTES fD01) J0:) \,Oka.. + ~ So 't + o'^- pla.~91 ~-et- QCL~t<. ?D,ch) II-f- +~e- s+-eps. Fv-o lA.- -t- cr Fe> v J does V<-.c!> t- S k6 aJ MQ..'1 U6+ ho..v-e -I-Ltej5roper- ~ f tks Its ~r- +1...<<- (1,u.erJ2J .J-k ;.s ~ + ~ "':J ~l !S- f'c r- Sef- lSa..ck ) oo/::s <::) (<, ... v'\... t k. Q....-. \ \ ~ \ 00 pM }/eed.:s +0 Ga?)( +~r Th ~v- ~ /o+~ / j/V1" 0 r/.e-.-- 2 ..:!:- r:;2.e- ;~spec'it'C:S'-1. +c:> EQ~( JAN-05-2005 07~43 AM Hi9hl~ndCommonsl&2 360 457 6775 P.02 BUILDING PERMIT- APPLICATION FOR 9?I:U;:;IAL USB ONLY: DAte Ree.: I.... 13-~ Pcnnitf#: oS 42-fi; bate ApprOVcd:Jl2J.{ Date Issued: Fill. out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. U)'ou have any questions, c:all . PERMITS (360) 417-4815 fAX(360)417-47U ArchitectlEngineor: Phone: contracto(J,u~j#m,p'{d.,.,IMlI-a State License#:tv.,fSllI&t77~~xp: c;,lr>c? Phone:-!k-i9't1 -9ft Address:6B l?Vx /70 City: (~e-th./I's Zip: 9~ Sr2- PROJECT ADDRESS: . /r;;",,' S~ R"u.. +ler- ZONING: K!.er/c1(!,Jtf,~ LEGAL DESCRIPTION: Lot: . t" ( Block: L 5tJO I.LJ I g-h, Subdivision:~? Jt~ l.IJte. " RS? ~ J=- CLALLAMCOUNTYPARCELNUMBER~ CJ6<.t9/J~ - LfJf (){) {O wll-; :S T C.redit Card Bolder Name: BilIin2 Address: City: Credit Card Type VISA Me 41 Exp. Date: TYPE OF WORK: SIZElVALUATIONILr . _ gResidential gNewConstr. 0 Re~roof 0 Stove /67f SF.@S '1~1$ISF''''$ i/:l;k50 . D Multi.family 0 Addition 0 Move 0 Gange SF. @ S ISF. .... S ' D Commercial D Remodel. "0 Demolition tJDcck SF. @$ ISF.:;: $ Cl RepaJr . Cl Sign Cl Olhe< TOTAL V A1,.Uf.TION ~'Z3'~ . BRlIIFDESCRIPTIONOFTHEPROJECf: p~ ~~I:~rl'd~_ Ei. . - fj; -~ t . es t.tJ~_me~,_)____..!."'cwc./"~tc_ ~(~ t4dO~ ?,L COMMERC . ENTlAL: Occupancy GroUp: .s F Occupant Load: EY.fl f,~on Type: nz!-/ No.ofStories:..L Lot Size: 9rc.([)/) ExistingSq.Ft. () &ProposedSq.Ft. /6771 .;aTOTALSq.Ft. 1/2 7~ Total lot coverago / 7 % APPROVALS: PLAN: . . . lILDG: Dl'WU: FIRE: OTHER.:_ PLANNING USE ONLY:. BSAlWetland(s): 0 Yes [J No SBPA Checklist required? [] Yes [J No Other: BUILDING PERMIT Al'l'LICA nON SlJBMITT AL: 'The Building Division can provide you with information on the application and plan submittal requirements if you have quostions. VALUATION OF CONSTRUCTION: In all casesl a valuation amount mUst be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time ofpennit issuance. EXPIRATION OF PLAN REVIEW: Ifno pennit is issued within 180 days of the date of application, the application wJ1l expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applioant (see Section Rl 05 .3.2 of the International BuildingIResidential Code, 2003). No application can bo extended maro than once. " J hereby cerlify that I have read and examined this epplicatlon and know the same to be true and correot. I am authorized to apply (or thIs permit and undorntanc/ Ihllt " Is my f9SPonsiblllly to dototmfne whllt P9rmJ1' om mqulmd ,110/ the Clly's, IlIl R us! obI . such petmjts pJior..!" ~ ! < In~ T'IRVESSIDUlG.t_.....UOO3...lWm"'''''''I...... ~ D.t>~ y FIRST PHASE OF EAGLE'S LAIR A PLAT .AJ/ENDJ/ENT IN SUBURB.AN LOT fOO IN THE TO"NSITE OF PORT ANCELES, -- - ~9~ !..6~"!!U $15.JP"_ _ __ ~..,"t'~~~;f~...""..,,;.,..l f:!' ,-" -~,'r' ..'0..'.:,......., ~-.t'DI- ....,';. .... , ........ "-..<"..~I...... .._;;.,~ . I .J$' t.! lls as 8 t15 !sls ij" 40' l&6 ~1~5::!1S!4~I~J ~1!!2d!!' ~'I I~ ~- !>- ~- !>- ~- li:/ .011... 01 .~. - - SJlMYXrC ,.... I -'OIl.DO' ,;: """-""m;. ~~1I)eo ~.w..m ~ . >...;.~,.!~di.~<"""~"'..v.!'lt.".....u"lf!.~_~. I 1 I ~ I f*l ~ ~~-ca [i ':~ iL;; ( !!!;;t:-;'2. 'I I J;j t~ /!E JO ~i '" i I ~!"~"X'.L ;;~ /' 'GO."" ~ P In,... C::a ~I:! $ fS~ I:! ~~fj-:~ I ~ !~ I 78 t~ ,001 . . ._.__;"'M ;.~ I ., ...10 ..".". .. --,ao.-'j(}'--}j I ~. 40' 27 ~, I -.~..~ JtJJ ,iittofL;iiiZ$} ~ I il "', I ~1.. H$6"'::!!2.0"'_ tf-~.lY.1' ~' ~ ~ I ... 10 ltl "'~1 ~-:j "'6"":!1!t.._ ~ . - 71000' l' -'j ,/ ~!~ " 1"'1 I ~"':.' "'E'llC-"_ I 10' "''- - '2~.!Z' ..j .~ 17 I)) , a.;.:~.:: AI.6'~j-z.1f I . ---'0''''''- 'I LlJ.t.!V ....., .J$.,g ~ iJ i (\-p~ L - - - ----s36""i5W"C 29 315.00' -- ......'OCQ: 0IUl_1? ... 18th STREIT ..., V" v.a ~..,.llft7Vif~. 74.0977 "ASHINCTON NOTES I. NO /1UI/.OINC SHALL Be ~ "''''''' ANY CA$DIOiT AS SHOWN HEJOmO< - /1UI/.OINC 5DIMCICS CQIo\OtIlW: rtrIH THe RS _ ZONe. sa: THe _ ON FIE rtrIH THe PORT ANCCU:S DOW/TJICNT or I'lJBUC ~ 2._ ~ or _ LOIS sa: THe C<WIII<ll. ANa ~ _ 04/lD lHO ON FIE rtrIH THe PORT ANCCI.CS DCPNrDlCHT or I'lIIlUC IItlIllG I1Y J. U. ",.."" ~ AU. E"ASCMOIIS SHOWN HOICON _ /HIS PHASe ARC UC1/CJIl' .....".., III THe CI/Y or PORT ANCCI.tt . .. A , Tf:CT ItlIlC I1'f '0 Tf:CT DaP ~ IS CRANTro '" PORT ANCClCS a/Y LICHT AT AU. LOT COIIHCR$ AIJ.JOHNG A I'lIIlUC $1I/ffT FOIf IIIVna PUW'O$CS. $. THe tors "THIN 1HI$ f!fAl ARC III 7HC Pf/OJIDII/Y or THe IIlUJ<II It. rAMCHttD *,~noH4(. A/IRfIIORr. THe I"OIfr or PORT ANCaCS DO(S' NOr JIMInlMNT DlAT /HC$C LOIS IMl.I.Al*'.s I1C 0t/T$10C THe lOWEST NOtSC CON/lI(JIt ~y csrA8f./$Hf;D _ ItCSIOOiIMI. usc. I. ALL LOT$' ~ THIS PLAT ARC SV&IlrT III COHOI_ ~ It IfC$1RtCT/ON$ R["CtWOCO~ Al.O/Q'l'S n.c NlM9CIt lJ'fOq , R(l:OOO$ or ClAUA.It COl.WIY. _TON. SHEET 2 OF 2 lffllE:.. /HIS PlAT AAICNO$ ANa ~ THe PlAT ~ Y IIECtWllfl) IN lo'DlWC " or PlAts. PACeS " It 96, or CL4I.UoII COUHIY. WASHINGTON. ~ ,_. ---l lID JO 0 00 120 SCAlI: IN Tf:CT LEGENo ..~~~1>C,222.J. PfR \00(.. IJ OF PlAIS. PACe .1 .. 4. o FOcJNO MUS CAP IN CONCReTe 'lUSH . $CT M4SS CAP ., ~ nU$H "'"" A4"DIEHr ~ /lOo'01D CASO<fHIS CIWiTC/) '" THe CI/Y or PORT ANGela "'" U".lTICS "'-""'OS6 "'" CONSrItuC/ION AND _ or SAMTMY somos AND $""'" ...mr rACIU/ICS. IHCI.UOCS CU'C1/fICAL /lOo'Otrs ~r.s FOIf $/lltnot ...mr DCTOf/lON rACII.I11t:S. AN() IlUSr BE PR01FC1'[l) ANO UAlNTAINCD AS O'lll:lN4u.Y COHSTlfUCtm. _ ANa/l:>f - or II/C$C ~tm AR&S IS PItOHtIJt/lD. FVIOHC AND OTHCR smuc1UiQ'€S MTHIN rucsc Df'SIr:H4I'['D AREAS IS PROHI8tTCD C'XCCPr 1H4r FDICCS .I4AoY BE CONS1RUCJlD NO Cl.0SlJr 1HW TDI FCCT f"ROI,t THe RCAR LOT I.~ OF LOrs 8 IHROIJCH Ig AND LOr.s 22 IHItOIJCH .1'. AlSO /lOo'Otrs fASCiIFNIS CRANIFD '" IUf: a/Y or PORT JWCnl3" TOR U'--ITIC;S PURPOses 1TJR CONST1lUCT1ON ANO RCPAIIf or $ANtrAIfY ~. III ~ DOIOtrs ~IS _ aEl:/II/CAl 11II.,/Y INSTAl.L</ION IN rAIO/r or THE: O/Y or PORT """flCS. ..-~ P.o."-;'. ~ ,......, - M)lJ c...."'..." VOL.-'3.......:.... 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I [ I i Ii-!T~-r-T: i iT-ir-r---i-rT-H-i i i ; i I . i i ilf---i-l-' ~ .1~rT-FH=l=rrL-~=t lI~L~! ..Lq~~;=n--i I . L=j-t1l~fI-i~J=ITt'=1--q- ----===~-~ ..,.~--..._L.._._l__ ~-=j..... ....L=~.-_!_---=~__=- I --..____ -i----_~=~~J~-~~---~I= i ~~~.-. i ---j-=f~..-=~~~~~l=+-=r~=!..---~ 4:=:~~-'-:I.::.~~=:'.~-'-.',-'-- . ~8'-'i 1/2" Nerlfy) 52'-0" Nerlfy) 2'-8" '-~---------------------------- -----.------------------------------------- --------, , Footing Outline- - - - -- \ - -- - - - - 9'-8-:;; 18" f'llde--';8:- -111- --; Thicl< Footing For porch I : . Posts. Relnf. WI(2) #.4 I : , steel ~hassls Lol19ltudinal 4 #4 Hool<ed I ' , s?eams Vertlc:;al lIP 12" o.c. (Sim. To I : iG: Sidewall. Except Alternate I ' ~i ----Marriage Llne--------- - ------- Dlrecti~:'f HOOl<S)_--=+__! I j _ _L _ ___ _ ___ _ __ _ __ _ _ _ / _ _ _ __ _ _ _ _ _ _ _ _ _ ___ ~I___ -~[ : :___:-= i Note~~:~I:- GraUJ~;:e - -- -~TE' - -- - - -- - -- --- sUlldin~ Ex:- f, - ~ ~~- -"-~~:: ' i ~1Ie:~~;nlr~{~. Ig;~ II ~otlngS For Steel Floor Seam I^IaII Above II ~~. i ' Directed By others) support 4 Marriage Line SUpport 1 " E , ' Not Shown. see Ol11t Manufacturer I ~ <) I : '1 ~ i t_~_-~_~~_~-_~_~_~~_!~__~__:~~~~;I~~:_~~~d_S~__~_~__ -.-----4_~~~~-_~_-~j i! "1[::;';;;;;,,- m--=:::::~-~::,~,--------m-A------------r~;~~:-f T ~ ..... .;:!' 1: ., <: 9 ~ f'l Foundation Plan 1/8" = "-<)" STRUC-TURAL GENERAIL NOTES: The contractor shall verify and coordinate dimensions shown on the drauings prior to proceeding with any worl<. The contractor Is ref,ponslble for all const.ruction phase 4 erection pnase temForary bracing and 6horin'l. The InFormation shown on these structural Drawings and in these Structura General Notes Is only For the Structurai design of the foundation For servlce (not construction or building placement) loads. STANDARDS: 2003 International Building COde (JOC). HUD-001451 "Permanent Foundations Guide For NfanuFac:;tured Housing" Sept. 1'1'16, 4 1'1'1/ edition of the National Design SpeciFication For I^lood COnstruction by the National Forest Products Assoc. vertical Loads: RooF Snow Load = 25 psF. Des.lgn RooF Dead I_oad = 15 psF. V;lnd Load: 55 mph, Exposure "C-o' Per 2003 IBC-. Seismic Loads: ~~apped Spectral Response = 1.25. Assumed Foundation Soli: 1~00 psF allowable bearing on undisturbed soli or engineel-ed compacted 6tructuralbacl<Fill, with 1/3 allowable Increase For wina or seismic loads. EARTHv;QRI<: All Footings shall bear on Firm. undisturbed soil or engineered compacted structural backFill. Tren~hing For underground utilities ailgned parallel to building Footings shall not be located belOUJ the footing bearing InFluence line. ,:lescnbed as a line which Is at an angle of 45 aegrees to the horizontal extending outward and downwarGl From the 10000er corners of the Footing. GAST -IN-PLACE GONC-RETE: COncrete: F'c = 2500 psi for Foundations 4 slabs on grade. ReinForcement: I18TH A-b15. Grade 40. ACI 315 and 315 For detailing, Fabrication, and placement. Splice 30 bar diameters (15" mln). Provide corner bars same size and location as continuous bars at all wall corners. Maintain 3" clear between Footing "Bottom" relnF. and earth. Maintain 2" concrete cover Fot. all other I"elnfc'rcement unless othet'wise noted. GARPENTRY: Framing Lumber: V;est COast Lumber Inspection Bureau (v;c.LIB). or V;estem f'lOod PrOducts Assoc. (V;I^IPA). Eac-h piece 1;0 bear v;GLIB or ~PA grade trademark. Use the Following unless othen.ulse noted. 2 x Foundation F'lates (MucI6ills): Hem-Fir No.2. Pressure Treated. . LIGHT 6A6E, i'-1ETAL fRAMIN6 GONNEC-TORS: I~BO approved. Simpson COmpany, or approved equal. Hot Dipped Galv. or "Z:MAX" For hardware In contact with pressure-treated wood. (2) #4 Horlz. (One Bar COntinous) @ 2" C-Iear Of Bottom OF Vent ~g~~~I~'1419E.7 g,aric~ ~~;:Id-Helght. Vert. "4 J <<P I^IaIl centerline. Locate f'llthin 12" OF Each Corner, lIP Each Edge Of Access opening And'" :24" Max. o.c. @ Sidewalls. 48' Max. o.c. @> Endwalls. ~ ~n~~ltetr~~t~W~I~e~fi~n6~~nJlo~50~~ ~1_ z ~ z ~ .j 4 ,leXPIRES O'i-13.0Gj t -1"2 -I>( un It Ext. V'lall (ByOthen;) Toenail Unit To Mudslll w/.131" (Min.) Dia. x 3" (Hln.) Galv. Nalls G> 5" O.C. (Typ. A1ll^1alls.) . 5c:;reened Vents @> Top OF Jl'tl1I. Locate Between MUds1l1 Anchors. Maintain ;2" (!vIln.) Of Concrete Horizontally Between vent And MAb Anchor. Ext. Grade. Slope Down 4 Away [I From Building. Note: Exterior x '-., , ' Grade May Be Raised To 6" c.lear III ~ , ,- Of Untreated f'lOod Or Siding Y'lith:L , '. The USe OF Vent f'lells 1>6 R.equlred i'l : ~ <<P Vent Openll19s. -... ~ . : __ -:W-~~ /, /- Unit Floor Framing /_ (By othen;) ----,- r-' 2xb P.T. Fdn. PI:t~ (Mudsill) I 2x4 (OF) Gont. on Sidewalls (Not Required on Endwalls). Fit snug~ Against MUds11l 4 Nail To Each Floor Joist wl(:!) lbd Sinker. ? ~~~~~ t~a~u~T~inN 12" OF Each End Of Ell. Mudsill Piece And As .EQJ1Q11&: Spacing: Endwalls. LeFt. @ Jl'tl1I: 4' Max o.c. Endwalls. Right @ DeCK: 4' Max o.c. Sidewalls: 5' i'-1ax o.c. >>07$"~ -- "'- (2) "4 Cont. (Maintain 3" Clear- From SOIl.) Optional COnst. ..JoInt 1" l'Iide For Sidewalls j 3" Y'llde For EndUlalls - Section Thru Typ. Ext. Foundatio~" ~~.. 0 NOlES; 1. The Information shown on this draWing Is reserved for the exclusive use of Washington Home Center, Inc. for the specifiC project noted. Ilent: WASHINGTON HOME CENTER 1051 NW Louisiana, Box 176 Chehalis, WA 98532 PrOJec: 2. Each copy of this drawing must bear the Engineers Stamp and Signature in original ink. Reproduced Stamps and Signatures are not authorized. Perimeter Foundation For 26'.8" x 58'-9.5"/61 '-5.5" Db'l. Wide Mobile Home For Glen & Lois Kirsch Lot 7, Butler Road, Port Angeles. WA Sheet Tille: 3. The work shown on this drawing is approved by Ralph J. Fairbanks, P.E. for foundation structural details only. BV: FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL GENERAL NOTES RALPH J. FAIRBANKS, P.E. Consulting Structural Engineer 3434 Martin Way E., Suite G 01 ympia, W A 98506 (360) 438-6662 January 11, 2005 n F-OS01-2 (#66774) 4. The contractor shall verify and coordinate dimensions shown on these drawings prior to proceeding with any work. The contractor is responsible for all construction phase temp- _ orary bracing and shoring. Dale: " O' 81 of 1 I i-"'" ;"';;,')lp, ~~; r The City of Port Angeles Building Division Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. Manufactured home's foundation design, are required to be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Foundation crawl space and ventilation are required per the 2003 IRC. The ventilation required is one (1) sf. Per 150 sf. of crawl space. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. If gutters are installed a downspout drain is required to an approved drywell or other approved locations. Footing drains are required per the 2003 IRC and are required to an approved drywell or other approved location. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. If outside of (4) minute response area a sprinkler system or an exterior bell approved by the Fire department may be required. A final inspection is required to be approved before occupancy can occur. Garages. A continuous footing is required around the perimeter of the load bearing walls, although some manufactured homes are designed to accommodate a garage. The garage must be designed as though it is independent from the manufactured home. Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC. Garages detached and attached to a manufactured homes, require standard wall bracing methods to be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width. This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 11/04 ~'lE )11:1 MANUFACTURED HOME INSTALLATION MANUAL CONTENTS 1 -Introduction 1.1 How to use this manual 1.2 Pre-installation considerations 1.3 Safety 1.4 Important documents 1.5 Consumer Information Cards. 2 - Definitions 3 - Site preparation 3.1 Location and layout 3.2 Soil conditions 3.3 . Removal of organic material 3.4 Drainage 3.5 Ground moisture control 4 - Foundations 4.1 Piers 4.2 Footings 4.3 Other foundations 4.4 Special considerations 4.5 Reference documents 5 -Installation procedures 5.1 Moving home to location 5.2 Positioning home . 5.3 Interconnection of multi-section homes 5.4 Anchoring Instructions 5.5 Skirting 6 -Installation of optional features 6.1 HInged roofs 6.2 Garden, bay and accessory windows 6.3. Awnings and carports 6.4 Installation of on-site attached structures 6.5 Accessory windows 6.6 Miscellaneous lights and fixtures 6.7 Optional panels, siding and molding 6.8 Exterior coverings 6.9 Telephone and cable teievision 6.10 Continuous ridge vent 1 1 . 1 1 2 2 3 4 4 4 6 , . A ---'A 7. 7 9 15 15 15 20 20 20 22 27 36 36 36 36 36 36 37 37 37 37 37 37 "l)~"AL MAIoIU'''C'MIIDC o HOUSING CONSTl\UCTIO'" t.&.I . 6 SAFETY ST...NOAAD$ > Co:) 0 Q APR 2 1 2000 c:: <: a.. 0:: 23 ~ Page { DAPIA_IS..... ....... 1 -Introduction 1.1 How to use this manual -' Manufactured Homes are built In factories under rigorous controls and procedures. They are then shipped to e home site, perhaps after intermediate stops in the distribution process, where they are Installed on a foundation and connected to the utilities. The marriage of the house to the land Is the setup and the installation process and its importance must never be underestimated. , If you are reading this, then you are probably ,somehow Involved with the instalralion and setup process. If you are professIonally responsible for , overseeing or completing installation and setup of manufactured homes, then you are the' person for whom we are writing and directing this manual. This is not intended to be either a training guide or a step-by- step "how to' instruction for the homeowner or the untrained, fnexperlenced apprentice or handy man. Today's manufactured housing is much too compli- cated of a product to be installed by person's not qualified to do 60. We assume that as a professional, you have the necessBry knowledge and skills gained from expertence and training thaI will allow you to perform your job safely, competently, and in accor- dance with all applrcable codes, standards, rules and regulations. We also assume that you meet aU necessary qualification tests including any license and certification requirements that may be in effect in your area. The manual includes one approved method of Installing a manufactured house. Bul of course there are numerous other ways In which a house can be properly Installed and so much of the manual ;s dedicated to specifying the boundaries of each step of the process. There are several pages of charts and tables that are necessary. to allow persons responsible for designing the foundation the flexibility to consider costs, terrain, climatic conditions, local requirements, and of course the intended end use of the product In some cases In this manual, we make recommenda- tions rather than set requirements for Installation. In general, a requirement is given in order to make the home comply with the minimum federal and local codes and standardl!. Recommendations, on the other hand, are practlces that in the opinions of our engineers are good and sound; that give value to the homeowner by reducing the chance that minor cosmetic or durabmty related complaints might arise; but which even if not followed will not cause the home to be out of compliance with the standards. Although compliance with a recommended Installation process Is optional, in some cases you or whoever made the decision to not follow the recommendation may -... become responsible' ~r any complaintS that ' likely would not have arisen had the recommendation been followed. In many areas of the country, the state or local authorltles regulate the installation and sewp process, Bnd often a local building inspector will need to inspect and approve the actual installation. Usually, tha requirements' they apply will be the requirements specified in this manual. You must be aware that in some cases, the local authority may demand compliance with a "recommendation", or In other instances, may waive a "requiremenr if it is judged not necessary under the circumstances of that particular installation. In other instances, installation practices that are different than what is described in this manual may be acceptable to the jurisdictional authority as long 8S a licensed engineer or jlrcJlltect has approved them. In other words, there are sitpations where the professional judgement of you, the local authorities or outside consultants may justify variations in the installation specifications of this manual. We, of course, cannot be held responsible for' the consequences of any errors in those judgements. Due to the many variations in the configurations of homel! and in the sites and conditions, which may be encountered, there may be circumstances of the installation, which are not addressed herein. Refer to local building officials if uncertainties arise. 1.2 Pre"ns~lJatlon Considerations - Refer to the Data Plate (see 1.4.1) and the design load zone maps (see 3.1.1) to make certain that the home Is suitable for the geographic zone where a qualified illslaller will install It Prior to locating, or relocating the home, contact the local authority having jurisdiction over the installation to see If permits for such procedures as blocking, anchoring or utility connections are required. Inspections may be required during installation. On priVate property, zoning or development covenants may apply and must be taken into consideration. 1.3 Safety -' There are inherent hazards associated with the Installation of a manufactured home. We expect that you or your supelVlsors, as experi- enced professlonals, recognize these hazards, are qualified to work with them, and are capable of providing safe work practices'and equipment that minJmlze the risks of Injury. These hazards are open and obvious, especially to experienced and , qualified persons who must be the only oarsons attemDtina to 'Install or seluD a manufactured home. Even though the hazards are open and obvious, we are nevertheless pulling WARNINGS In places Page 1 2 . Definitions Anchoring equipment - . straps, .cables, turnbuckles, .and chains, including tension devices, that are used with ties to secure a manufactured home to ground anchors, Anchoring system - a combinallon of ties, anchoring . equipment C1nd ground anchors that will, when properly designed and installlld, resist the wind overturning the home or movIng it sideways. Authority having Jurisdic;tion - the organiza~on, office, or individual responsible for approving plans, equipment, an Installation, or an altera~on procedure. Data plate - an information sheet located at the main electrical panel, in the utility room, in a bedroom closet or in a cabinet in thekilchen. It provides the various . identification numbers and identifies the wind zone, roof . snow load zone, and climatic zone for which the home was manufactured. . Evaporative cooler - a roof or window mounted cooling device util.izing air drawn through water soaked panels. Used primarily in arid climates. Footing - that part of the support system that sits dlrecUy on the ground at, below, or partly below grade to support the piers. . . Ground anchor -' a device placed at the manufactured home eland designed to transfer home anchoring loads . to the ground. Infonnatfon packet - the important papers provided. with the home including appliance inslnlctions, warranties, high wind covering sizes, etc. Labeled - eqUipment or materials to which has been attached a label, symbol, or other Identifying mark of an organilatlon that is acceptable to the authority having jurisdiCtion; that Is cOncerned with product evaluation; . that maintains periodic inspection of produCtion of labeled equipment or materials; and that provides labels, the use of which indicates a manufacture~s compliance wIth appropriate standards or performance in a specified manner. Usted - equipment or materials included in a list that Is published by an organization acceptable to the authority having jurisdiction; that Is concemed With periOdic evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have. been tested and found suitable for use in a specified manner. 2000.04 Local building authority - county or city inspector from building department or zoning department . Whoever issues requIred permits in the area. See "authority having jurisdiCtion". . Mus.t'- indicates a mandatory requirement N/A - indicates not applicable. Pier - That pornon .of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: .1. Manufactured steel stands (See 4.1.2) 2. Manufactured concrete stands (See 4.1.2) 3. Concrete blocks (See 4.1.2) Qualified - has the necessary krjowledge and skills gained from experience and ~alning that will allow pelformance of the job safaly, competenUy, and in accordance with all applicable codes, standards. rules and regulations and meets all necessary qualification tests Including any license and certification requirements that may be in effect in the area where the home will be installed, Should - indicates a recommendation or that which Is advised but not required. Shall-Indicates a mandatory requirement. Sitg for a manufactured home~: a designated part:el of land designed for the accommodation of one manufactured home, Its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. Skirting - .a weather resistant material used to ~nclose the space from the bottom of the manufactured home to grade. Stabilizing sy$lem - all components of the anchoring and support systems, such as piers, footings, ties, anchoring. equipment ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. Stand, manufactured home - that area Of a manufactured home site which has been reserved for the placement of a manufaCtured home. Support system - A combination of footings, piers, caps, and shims that will, when properly installed, support the manufactured home. . utility connections - the connection of the manufactured home to existing utlUties that include, but are not limited to, electricity, water, sewer, gas, or fuel 011. .Page 3 Healing and Cooling Zone Map FIGURE 3.1 ~ \ mu~' ~~ \'~::: Roof Load Zone Map ~\ _No'....P3FI~_1 RIIUIddl.30'.$'($nI;>wI ~,~r~~~~'_~l Wind Load Zone Map ~\ W"M' _%ana. :\'. ~'-' WIND ZONE I (15 PSF) Con5lsts of those areas of the Un~ed Slates and Its territories that are nol idenlified as being in WOld Zone II or'll!. his home has not been d&8igned for 1IlI> hlgl1erwlnd pres~utll and anchoring provisIons required for OceanlCOBSlal BreBS and snould not be located wlthln 1,500' of he coastUne In WOld Zones II and III, unless lhe home and l. anchoring and foundation syslem have been designed for the Inaeased Illquirernenlll specified for Exposure D in ANSIIASCE 7-e8. W/IID ZONE II/ (HO MPH} The foUowlng beal govarl'llme.nll Illtltd ~y State (COunt,.. or PittaM', II".... .~ifirt4 otherwllt) .... within Wind Zone III: FLORIDA FL (conrd) LA (oonl'.) BrQwllrd M.n.~.. paaquomin&t ChwlaU. N onrDe $1. Bem.rd Collier Pllm BeClM 61. Cl'latln 0... Plnellu 5lllory Fnlnklln Slralota Torl$bonn. Gulf LOUISIANA NORTH CAROLINA H.."'Y Jerr.run Cetletflt Loo lftFoutehe D... W.rtIn Ortean$ Hyd. ,,,. rollf1Wlng .101'.. ."" .."iIoli.. _TV wIthin W/ad Zon. III: Stat. of Hawaii II AII.h coaalal region. between the ~O mph ~o'Boh on ANSVASCI! 7081 wind mlp and the 00881 U... T,,,nort..: murlca Samaa Gu",", Narthorn Monana ..land. Puerto Rico rual T.rritory eor Paeifte ~laMlS U.$. Virgin 1,I,nd. LAI..nt'<I) lIAlnnfdl NC (aonrd) TJl (...rdl Iberia 0Uk.. PerHt.r KI~" IbMVill. Nontuohol PlllrqUm.n, MaI.lIgordl Jeffefson OeVi' PI,mouttl Trrr.' NUiI(;II' LClFGyettt . MISSISSIPPI Wlfhitl.ton Oranllt Lfyln~ll.. GeDrga SOUTH CAROUlIA ."'Ql<> PoJllt. COl.lPUV H.ntoek BIIBllfDrt $8r1 PGW1e!o St. HIIIM H.rr1ton Slrk"ly w_. St. JameJ Jack,on Chaft..ton YIROIlIA St. John d.. ""1>11>, Pearl RlV81 Colleton The Chtll 01: St.La~ Slone Cord1o~lor Cl\DsapoDkl! SlUartln NORTH CAROUNA G801llBWrI Hart... St Tammany Slautort Horry Pol1U''Klufl rlllglpanoa Bf'UI"llwfCk Jap..- Prince.. Ann. V.nnlnlon Candem WIIUam.blll1 Virginia S..coh uhlnglan Chawan TEXAS VAil a.ton Rouge ColLlmbu. Aralll81 We'l F'-ClaM CravM a....... MaiNE currnUCI< C6JMLln HoBnoock Jones Comoron altumm W..hlogloll Now Hanoyer CI>oonI>or.l Ent Baton Rouge IlASSACHUSenS ORIIOw Gal~ton e.... hllci.n. B.mltlbl. Pamlico J""rscn Evan olin~ Brislol PlIlIquot.ank Kennlllfy Page 5 :!llOO." 4 - Foundations 4.1 Piers 4.1.1 Importance - Incorrect capacity or location of piers may cause structural damage (e.g. sagging floors, waDs, and roofs, inoperative doors, etc.) which is not covered by warranty. NOTICE Some homes require both perimeter and frame footings and piers in order to safely support the home and prevent serious structural damage. Refer to the Data Plate and any addendum. If the serial number contains a .p" or if perlmeter blocking is Ilpacified then both perimeter and frame blocking must be Installed. 4.1.2; Acceptable types - Piers may be concrete blocks, capped and shimmed with wedges, or manufactured metal or concrete devices (see Agure 4.1). 4.1.3 DesIgn requirements 4.1.3.1 Load-Bearing Capacity - The load that each pier must carry depends on factors such as the dimensions of the home, the roof load, the spacfng of the piers, and the way the piers are used to support the home. See Tables 4.1A & S, and 4.2A & B for minimum pier capacities. These tables allow eaves up to i6-inches for 12, 13 and 14 wide sections and eaves up to 12-inches for 16 and 18 wide sections. Mapufactured piers must be rated at least to these capacltles, and locally constructed piers must be designed to transmit these loads safely (see 4.1.3.2). 4.1.3.2. Configuration - Figure 4.1 shows the recommended arrangement of concrete block piers constructed on site. Load bearing (not decorative) concrete blocks. shall have nominal .dimensions of at least 6 inches x 8 Inches x 16 inches. They must be stacked with their hollow cells aligned vertically. VVhen piers. .are constructed of blocks stacked side by side, every layer shaD be at right angles to the previous one (see Figure 4.1). Cap hollow block piers as shown in Figure 4.1 to distribute the structural load evenly across them. Caps may be of solid masonry or wood. All ceps shall be of the same length end width as the pIers they rest upon. Avoid plywood, as it may lead to unwanted seWing or movement """'... Page 7 Use 4-inch x 6-inch hardwood shims to level the home and till any gaps between the base of the . I-beam and the top of the pier cap. Always use shims in pairs and drive them in tightly so they occupy no more than 1 Inch of vertlcal space. VIotIen the space to be shimmed is more than 1 Inch, up to 3 inches of dimension lumber may be used under the shims. See Figure 4.1.) All piers must rest on footings that are placed on either 'undlsturbed soil or compacted fill and are protected from the effects of ground frost heave. 4.1.3.3 Clearance under the home - A minimum clearance of 12 Inches shall be maintained beneath the lowest member. of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 Inches above the ground and no part of the freme shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be maintained to allow Interconnection of multl- section units and for proper installation of ground anchqrs at the required anchor strap angle. 4.1.4 Design 4.1.4.1 Piers up to 36 inches high - Piers up to 36 Inches high may be constructed of single, open, or c1osed-ce1l cOncrete blocks; B Inches x B Inches x 16 Inches. Insti:lll them so that the long sides are at fight angles to the supported I-beam and open cells are vertical. See Figure 4.1. Hortzontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Manufactui'ed piers shall be listed and labeled for the required load capacity. Adjustable risers of manufactured piers shall not extend more than 3 inches or beyond the IImils specified by the pier manufacturer, whichever is less, when finally positioned. 4.1.4.2 Piers. 36 to 80 Inches high - Up to 25 percent of .th'e pi&r!> maY be more than 36 inches high but. no pier maybe more than 80 inches high. . Construct aD piers that will be over 36 inches high, and all corner piers that will be over three blocks high, out of double interlocked concrete blocks. See Agure 4.1. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Elevated Homes - When more than 25 percent of the required support piers wiD be over 36 inches high, or any pier will be more than 80 inc.has high, or any other criteria or combination of parameters of the Installation are I I nOt .speclficallY addressed by thIs rrianual, lIie' . foundation and stabilizing devices. shall be designed bY. a quaUfied registered professional engineer or architect and the InstallallonshaR be approved by the authority having jurisdiction. 4.1.5 Location and spacing - The location and spacing of piers depends upon the size and weight of the home, the roof load zone, the type of . construction (single or multI-section), and other factors such as the locations of the doors or other openings. Figures 4.3, 4.4 and 4.5 show the location of piers. Tables 4.1A, 4.1B, 4.2A and 4.28 specify pier spacing requirements. 4.1.5.1 Sidewall piers. - Refer to Tables 4.2A and 4.28 for pier spacing for homes with both frame and perimeter piers. Refer. to Tables 4.1A and 4.1 B for pier spacing for "frame blocking only" homes. Homes also require perimeter piers on both skies of all sidewall openings greater than 4 feet (such as doors, sliding glass doors and recessed entries) Md under porch posts. . Sidewall piers shall be designed for half the values in Tables 4.18 and 4.2B. Piers are not normally required for endwall openings. Additionally, to slab~ize entry doors, plaCe one perimeter pier or approved adjustable outrigger at the hinge side of each door opening in the sidewall except when a factory installed outrigger is within 8-inches of hinge side of the door. A listed adjustable outrigger (e.g. Manufactured Housing Foundations Systems, Inc.) is acceptable when used with 10-inch . .minimum l-beam, located within 24-1nches horizontally of a frame pier and installed per the Qutrlgger manufacturer's . . Installation Hinstructions. Adjustable outriggers are not allowed for other pier appllcatlons. Remove adjustable outriggers prior to any home move. 4.1.5.2 MulU.sectlon mate line piai'll. - Refer to Table 4.2A for pier spacing for homes with both frame and perimeter piers. Refer to Table 4.1 B or 4.2B for pier loading requirements for openings in mate line for multi-section homes. "4.2. 1 Acceptable types of footings 4.2.1.1 Concrete - Footings shall oonsist of precast or poured-ln-place concrete pads, slabs or ribbons at least 4 In<:hes thick with a 28-day compressive strength of at least 3,OOO-psi. Footings shall be no smaller than the minimum speclfled In Table 4.4 for the applicable load or the pier base, whichever is greater, and the effective load area of footings shall not extend Page 9 0""''' beyond the pier by more thcin the thiCkness of the footing. When used In conjunction with anChoring systems, slabs and ribbons shall be designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and shall be acceptable to the local authority having jurisdiction. 4.2. 1.2 Pressure-treated wood - 2 x . pressure-treated wood planks having 0.60 retention in accordance with AWPA C22 standard, with the long dimensions of the second layer placed perpendicular to that of the first Cut edges shall be painted or retreated. Tack wood layers to hold In place. See FlQure 4.2. 4.2.1.3 Pressure-treated plywood - See Table 4.3 for recommended pad sizes and thickness for use under manufactured home support piers. The recommendations are based on an 11-1/2 Inch square metal support pier, or an 8-inch x 16-inch concrete block pier. All recommendations are for soils with a bearing capacity of 1,000 pounds per square foot, upon which the maximum pier load is based. The plywood grade recommended for all pads PS1. Plywood beneath manufactured OOme piers must be pressure preservative treated. Pressure-preservative treatment provides protection against decay, development of mold growth, and common insect infestation. Plywood shall be certified by the treater as complying with the treating, drying retention, and penetration requirements of AWPB-FDN standards. A1tematively. plywood may be pressure-treated in accordance with American Wood Preservators Association (AWPA) standard no. C-g with salt preservatives as required for soil contact exposure. 4.2.1,4 ASS Plastic Pads - Using the ASS footing pad manufacturer's Instructions, select A8S footing pads that are rated for the soli conditiOn and applied pier loading. Install the footing pad according to the pad manufacturer's instructions. AD footing pads must be on either undisturbed soB or compacted fill, with all vegetation removed,and fooling pads must be below the frost line or otherwise protected from the effects of ground frost heave. 4.2.1.5 Other Materials Other materials may be used when approved by local authorities if they provide equal load bearing capacity and resistance to decay. 4.2.2 Piacement In freezing climates 4.2.2. 1 ' Conventional Footings:" To preclude the harmful effects of ground frost heave. footings must be below the frost fine or otherwise' protected from the effects of g round frost heave. ,Consult local authorities to detennlne the depth of the frost line. 4.2.2.2 Floating slab systems - lNhen properly designed by a regIstered professional engineer with knowledge of the anchorage , requirements of 5,4, and accepted by iIle local authority having jurisdiction, a "f1(Xiting slab system" may be used above the frost line. The design must accommodate the anchorage 'requirements Identlfted In 5.4. . TABLE 4.1A 4.2.2.3 Insulated foundations - Interior footings may also be placed above the frost ine when the home is provided with a perimeter 'foundatIon or skirting having insulation properties s'ufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation acceptable for this pUlpose to the authority having jurisdiction. Insulatlon systems must comply wtth the requirement to crOSB- ventilate the entire space under the home. Refer toS.G. 4.2.3 Proper sl%lng of footings - Proper sizing Of footings depends upon the Ioad-<:arrying capacity of both the piers and the soD. Determine the pier loads from Table 4.1A & B or 4.2A & B and select an adequately sized footing from Table 4.3, 4.4 and Figure 4.2. . MINIMUM PIER LOAOs I'RAME SLOCKING ONLY Perimeter Support Not Required Exeeplllt Openings II' r>nNnIT'm.l" CANNOT BE FOUND IN THIS TABLE YOU MUST USE TABLES 4.2.0. & B Minimum Pier capacity. l.bs. ROOF SECTION UVE WIDTH L~:f .t 0; A Maximum PlerRSpacing. Feet' 10 11 7 Q 12 20 2,300 2,900 3,400 4,000 4.600 .5,200 (a) 5,700 (a) 6,300 *l 30 2.600 3,200 3,900 4,500 5,200 5,800 1a) 6,500 19~ 7,100 40 2,900 3,600 4,300 5,000 5,700 6.500 a) 7,200 1,900 13 20 2,500 3,100 3,800 4,400 5,000 5,600 1:~ 6,300 !;~ 6,900 -~ 30 2,800 3,500 4,200 4.900 5,600 6,300 7,000 7,700 40, 3,100 3,900 4,700 5.500 6,300 7.000 (a) 7,800 b) 8,600 14 20 2,700 3,300 4,000 4,600 5,300 6,000 (a) 6,600 !g! 7.300 19l 30 3,000 3,700 4,500 '5,200 6,000 6,700 !a) 7,500 8,200 40 3,300 4,100 5,000 5,800 6,600 (a) 7.400 a) 8,300 9,100 (b) 16 20 2,900 3,600 4,400 5,100 , 5,800 6.500 ~gl 7,300 !~~ 8,000 (b) 30 3,300 4,100 4,900 5,700 6,500 l:l 7.300 b 8,200 b 9,000 (b~ 40 3,800 4,500 5,400 6,300 7,200 8,100 (b) 9,000 b 9,900 (b 18 20 3,300 4,100 .4,900 5,700 6,500 l:l 7,400 (b) 8,200!e~ 190~000 19l 30 3,700 4.600 5,500 6.400 7,300 8,200 (b) 9,200 (b (8). Minimum 10 Inch High Main Frame I-Beam (b)- Minimum 12 Inch High Main Frame I-BE/am 1. Blocking shall be located each side of openings In perlmeter and marrlage walls over 4 ft. (see tables 4.1 B or .4.2B). 2. P.rime1er support recommended for gypsum board lape and 1eX1ure homes. Page 11 """'.. Pr<I..._ Eng__ TABLE 4.2A MINIMUM PIER LOADS FRAME PLUS PERIMETER BLOOKING Both frame and Perimeler Blocking Required Minimum Plcr Cepacity . Lb&. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing. Feet PSF 4 5 B ..., II' 10 1? 14 12 20 . FRAME ~:~gg 1,600 ~'~~ 2,300 2,600 3,300 3,900 4,600 PERIMETER {200 {700 2:000 Nf4 N/A NJA 30 FRAME ~:~gg 1,600 ~:ggg ~:ggg 2,600 3N~~0 3~00 4,600 PERIMETER (600 2:600 IA N/A 40 FRAME ~,~gg ~,~~~ 2,~gg ;,~gg ~,600 3~lOO 3~~U 4N~~0 PERIMETI'!R 24 :100 /A 60 FRAME J:~g Hgg ~,ggg ~,300 ~:~~ 3N~~O 3~~0 4~~0 PERIMETER 800 80 FRAME ~. i ,~gg ~,~gg ~.300 ~.~gg 3N~~0 3N~~0 4.600 \ PERIMETFR . 13 ~u FRAMe l' I.~gg ~,~gg 2'BOO ~.~gg 3 N~~O 4N~~O PERIMETER 00 19 30 FRAME ~.~gg ,:~?O 2,l~g ~:~gg 2.900 3N~~0 4tJ,~0 5,000 PERIMETER 00 210 2:800 NfA 40 FR~~:FR 1,~gg 1.Bt;Jt;J ~,~gg ~'~gg 2,900 3.~~0 4N~~0 5N~0 PERIM ?:100 ~'400 NI 60 FRAME 1,400 J.BOO ~,~gg ~:~gg ~'~g 3N~~O 4N~~0 5~~0 PERIMETER 2300 '.900 ao FRAME J,~gg ~.~gg - I i:~88 ~,~gg 3N~~O 4.300 5~00 PERIMETER 14 2U FRAME Hgg ~,~gg ~.ggg 3,800 4NJ ~~ PERIMETER hoD NJA /A 30 FRAME ~:~gg . ~:~gg ~,~gg ~'~gg ~:g~ 3.~~0 4N~~0 ~~ PERIMETER 40 FR~~';FR . 1,500 !.900 ~.~gg ~,;gg ~.l!00 ~ . i~O 4N~~0 ~~A PERIM 1 aon ?'?nn 3:600 '/A 60 FRAME H~ ~:~gg ~,~gg ~I;~g 3.000 ~ . I~O 4N~~0 N/A PERIMETER 4:900 /A 80 FRAME t,~g~ 1,900 ~.~g~ H&& 3,000 3.:.~~0 4.600 ~~ PERIMETER ~'~on :?OO 16 20 P~~iER .700 2'~gg Ngg g:~gg ,:gg 4N~~0 5NfA ~ 200 15 3U FRAME '~~~ . Ngg 2.6~g ~'~~g I'ng 4tJ,~0 5N~~0 PFRIMETER 230 /A 40 FR~~".. ~.~gg Hi ~l~~ ~,ooo -if 4~~0 5N~~0 I~ PERIM ~1t 18 20 ' FRAM E ~:~gg ~, ~,~gg 4N~~O 5:00 PERIMETER JA 30 FRAME H~~ ~:~gg ~,~~g ~,~~ g:~gg 4N~~0 5N800 N/A PERIMETER fA N/A. 40 FRAME ~.~~g 2.~~ ~,~gg Ngg 3,900 4N8J~0 5N~~0 ~~~ P!"RIMETER ?7nn 4:::100 1. Mate line pier blocking capacity Is 2 x perimeler pier capacity and shall not exceed 4 n. spacing. 2. Blocking shall be located each side of openings In perimeter and marriage walls over 4 II. (see tab~s 4.1 B or 4.28). 3. Perlmetar support recommanded for gypsum board Iape and texture homes. Page 13 lOOO." . Prda~1oN1 ErgIMel'S $NI 4.3 Other foundations - Check local building 'cOdes and regulations when siting the home on a basement, crawl space or load-bearing perimeter foundation. A registered professional engineer's design may be required. The manufacturing fadlity may provide foundation designs that meet many local codes. Useful ideas and design guidelines may. also be found In . reference publications sucll as those listed In 4.5. ,4.4 Special Considerations (Also see 5.4.2 and , 5.4.3.) 4.4.1 Flood-prone areas - The manufacturer does not recommend siting a home in river or 'coastal f1ood-prone areas. Spadal local regulations or flood Insurance prOvisions may apply. Special efevatlon and anchoring techniques are required when locating In a fIood-prone araa. Consult a qualified registered professional engineer to make sure that the home design and construction . conform to applicable federal, state and local codes and regulations. The FEMA publicatJon listed in 4.5 contains design and construction recommendatiDllB. 4.4.2 Severe wind areas - Do not place the home In a wind zone more'savere than the one ldenlified on the data plate located In the home. The home for which these instructions are Intended, and these installation instructions, are not applicable to and shall not be used for installation of homes within 1,500 feet of the coast line in Wind Zone II ,and Wind Zone III. Installations within 1,500 feet of the coastline shall be' designed by a qualified , registered professional engineer wit/1 knowledge of TABLE 4.3 the home construction and wind zone requirements and shall be accepted by the local authority having . jurisdiction. 4.4.3 Special snow load conditions - Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footfngs. If the plans for these piers and footings are not provided with the home, a registered professional engineer or architect must design them. Check with the local authority having jurisdfction. Extreme snow loads often require a separate Ramada design for the snow load. 4.5 Reference Documents - The foUowing reference documents are Identified for informational purposes only. They are not part of the requirements of this manual. 4.5.1 ANSIINCSBCS A225.1-1987: "Manufactured Home Installations", NCSBCS, 505 Huntmar Park Dr., Hemdon, VA 22070, (707) 437- 0100 4.5.2 ANSUASCE 7-88: "Minimum Design Loads for Buildings and other Structures., ASCE, 345 East 47" St., New York, NY 10017-2398 4.5.3 FEMA 85: "Manufactured Home Installation in Flood Hazard Areas., FEMA. Washington, DC 20472 (202) 648-2708, September 1985. 4.5.4 HUD Handbook 4930.3 (1989): , "Permanent Foundations Guide for Manufactured Housing", HUD, 415 7'" St., SW Washington, DC 20410 4.5.5 "All-Weather Wood Foundation Systems Manual": National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20035, June 1976 4.5.6 "Frost-Free Shallow Foundation Dealgn Guidelines"; Energy Design Update, March 1988 4.5.7 "Building Foundation Design GuIdebook": Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161 PLYWOOD PIERlPAD SIZE MINIMUM PLYWOOD MAXIMUM PIER THICKNESS LOAD PLYWOOD PAD size METAL CONCRETE FOR 1000 INCHES STANDS BLOCKS PSF SOIL 16X16 112 Inch 1 inch 1780 pounds 16 X 19.2 5/8 inch 1 1/8 inches 2130 pounds 24 X 24 11/8 Inches 11/4 Inches 4000 pounds NOTES: 1. Face grain may be either direction relative to the pad or pler dimension. 2. Plywood thickness 13 for" rnebl stand with 11-1/2 Inch $Quare base, or a concrete block wllh an 8-lnch x16 inch base. Thickness of on8 inch or more may be fabricated from two layers of plywood. stacked wI'h Or without fastenlng. ' Page 15 "",,,.. . FIGURE 4.3 TYPICAL PIER lOCATIONS F~At.1E BLOC~S .. FRAME ~UPPORT o PERItr.4EUIt SUPPORT (IF USED) IZI MA.TE lIHE OPENING SUPPORT o SIDEwALL Ofl'ENI"G ,... TYPICAL TIE: DOWN STrfAP <.. PERIMETER BLOC~S P(RIMETE::R alOCK ~ WHEN SECTIONS ARE OFFSET AS SHOWN - MATE UNF Rl.Oel<~ m"MC BLOCKS PERIMETER BLOCKS F"OR OPENING IN SIDEWALL REFER TO 4.1.5.1 MULTI-SECTION NOTES FOR OFF-SCT DESIGN ,. ROOF OF OFF-SET SECTION MUST H"vE CENTER PEAK. 2. MAX. OF>SET WITHOUT CENTER PE41< IS 4' IN WIND ZONE I ONLY. 3. ALL OTHER orr SE:TS NeED SE:T-UP ADDENDUM. .... OFF-SET SHOULD BE TIEO OOWN AND BLOCKED ^~ ^ SIHliL.( SlCllON "OH HiM PORllON or l1H: ~OMr. ALSO QLOCt{INC S~AlL At PI.Ac[n 4T THE INSIDE' COR~ERS WHERE FLOORS JOIN. FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABI.E ,-- TYPIC"L TIE DOWN sm"p '\ PERIMETER BLOCKS f'RAME fROCKS F'E:RIMcn:R BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 SINGL.E- S[CTlON FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE Page 17 ~""... PrclnKml Enginaers Seal ~ FIGURE 4.5 TYPICAL PIER LOCATIONS ,/; TYPICAL ~~lWW PERII.tElER BLOCKS . rR'ME SuPPORT o ~E"...tTeR SUI'I'ORT (,r useD) ~ !JATC L1N[ OPeNING SuPPORT o SIDEW'LL OPENIN~ @ ...ATE-.... OPENINO set rrOURE 4.3 fOR orr.-SET DESIGN NOTES. PERIMETER SLOCKS rs...E SLaCKS "'TE LINE SLOCKS ~Ee NOTE 1.) rRAME BLOCKS CLO'" NOTE: \) rOR TIE OOWN--~TRAP SPACING or TAD SECTION USO DOUBLE WIOE . CHART S.lA.' FOR OPENING IN 51U[WALL SErER TO 4.1.5.\ ~~/'~i~AlMcihJ,I.A~ J,~'. ~W&lO' UNIT IN-PLANT VALLeY HASHING TU l.:ND or E'VE. OVERLAP IS1 rElT '" MIN. OVER s~acrfilfeA :O~:~~C'J~~~~.EPUCE . .~~nol~t'J R$R~&~C~~NC "C;- UNIT C1ffE&'~~lr~NV~olt~ET~E~1} SfJ' .~"'8~~. APPLY Roor CEldENT. 118lt OUT ,jjI NIN. WIDE 'M fELT. THEN tt("'LAC~ SHINGLES THAT WERt OE OVED. DETAil Roar ~ONNECTION (ON SITE) SECTiON . .H ,,",ODULE C. CONNECTION NOTES FOR TA.C SECTION: I. WITH THE THIRD SECTION or THE TRIPI.F WIDE posmONED NEXT TO Tut WAIN UNIT. INSIAU rOOTING! AND PIERS A.l TH[ I-BE:A~S AND PERUJETfR AS SHOWN rOR Tue Af"PRUPKlATt WIDTH DOUBI.E WIDE HALf. MULTI-SECTION CENTEft euu SUPPORT l.OCATIONS ARE: Ir.lARKtl) ON THE aOlTOU OF THE HO~E. PIER CAPACITY ro~ THESE LOCATIOWS CAN Br rRO. T.DLE A.3 USING THE W50TH Of Tt4E THIRD SECTION &S TtU: OlstA.NCE TO tHE NUT $UfoltJORt. 2. TO BE DOWN THROUGH THE 1 -1/t" ER TH ~,.,.~ F~.~~p A,CHfP LONe ,X AND THE TAD DEe" ~f.P I.S~INC;: uT:~~&"r::jE~As..TSHOWN) fASCIA TRIW IS 1'0 liE SUD UNDOt If OR llI, A SEPAfMTE SET -up FRAME DR FRAME PLUS PFRII.IF.TER BLOCKING SEE SUPPORT TASLt Ptorlntonal EnS!.,..,. SIll Page 19 ....... When the home Is raised an Inch or two over the desired final leveling point, use the water level to level all the piers on one side of the home. Keep in mind that the water level will be setting the tops of the piers at the point you wish the bottom of the main beam to be. Special bracing (e.g. flat iron on bottom of l-beam) must be compensated for by lowering the appropriate piers exactly the thickness of thai bracing. Lower the home onto the .pien;. Lower one side of the home on to the pre-leveled piers and repeat the procedure on the other beam. Check the soundness of aU piers and adjust as re<luired tt;) assure the normal operation of aU windows and doors. If any difficulties are found . with the operation of any doors or windows a check shall be made in that area with the water level. If the home is found to be level and properly supported then the window or door shall . be refitted to the home. · Remove the safety supports. . 5.2.1.1 leveling - To level the home, use a water level, transit level, or 6.foot carpenter level. One configuration of a water level consists of 100 feet of 318 Inch clear plastic tubing with a shut-off valve at one end and the other end connected near the bottom of a plastic container that is filled with colored water and has a removable cap (e.g. cork). The water In the tubing will always be level with the water in the container If the shut-olf valve Is open, air bubbles have been removed and the cap is removed (see' Figure 5.2). Comparable ."water levels. may be purchased from some building supply and hardware retailers. . . . FIGURE 5.1 5.2.1.2 How'tO usa a water lever . Position the container so that the valve end of the tubing can reach anywhere under the home. Put blocks under the container so the water Jevelln the tubing is at the height wanted for the bottom of the 1- beam when in its final position. See Figures 5.2 and 5.3. . Prepare the "water lever for use. Remove the. cap and raise the shul-off valve above the container. Open the valve and set the water level in the tubing to the predetermined height. Close the valve sa tubing can be moved without losing any of the liquid. FIGURE 5.2 WATER l.EVEl. BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT. AS SHOWN. ~ JACK WITH STAND :lllOO.O4 TYPICAL BLOCKING U.. ~.6 limb". ~t:co:t o;o~aown Page 21 r- . Gaps beMeen fJoors;roofs and column supports, up to .1-1/2 inches maximum, may be closed with lumber or plywood shims fitted for the total length of the gap. When shims are used Increase fastener length by 1.5 . times the thickness of the shims. To avoid splitting the 'ralls, pilot holes shall be drilled. Do not use the lag screws to pull the home sections together. When one side of the section Is lower than the other, use a Jack to raise the side rail of the low side. Once the sections are even, lag or nail the side rails together. Continue to check, level. and fasten the sections together for the length of the home. Any holes cut In the bottom covering must be repaired. Inside the home, the ceiling panels and the endwalls of the sections must align with each other. If the sections are nol in- proper alignment, they may be adjusted (racked) by raising Oacking) a comer of the home. This will cause the ceiling on the opposite side to move forward. When the endwalls become flush, fasten them together at the front and back end of the house with 16d nails, or equivalent, spaced at a maximum of 1 B Inch on center. Once the end walls are . secured, make sure the roofs are aligned and the ceilings line up. If they are still off. r<1ck the section a little more to bring the roofs and ceilings Into aUgnment . By carefully inspecting the ceiling or by using a straight edge, low points can be determined. Start In the front and work to the back at the house. To raise a low portion, use a hydraulic jack and a padded tee underneath the low point (see Figure 5.5). Carefully raise the jack untll the adjoining ceiling sections are flush. Then, fasten the two ridge beams together on the outsfde of the home. FIGURE 6.5 []=r:J [ To secure .adjolnlng roof seclionstogelher;' Install lag screws at a 45-degree angle so they penetrate both ridge beams (see Figure 5.6). Install the lag screws from alternate sides. Remember thai the fasteners are used to secure the sections together and must NOT be used as a way to pull the roofs together. NOTICE Roofs and cellfngs that are not aligned can cause trim damage and allow weather (rain and snow) damage. It Is Imperetive that the ceilings on each section be exactly flush before fastening the ridge beam together. InsIde the house, check along the centerline for a label that identifies a support column requiring special attachment If found, fasten that column to the structure of the other section as shown In Figure 5.7. FIGURE 5.6 U1I1ll1AMHT --- --- ~mm~ FIGURE 5.7 RIDGE BEAM SUPPORT FASTENING _0 X 2-112. SCREWS OR EQUIVALENT ri;/~ FASTENERS AT 18" O.C. - TYPICAL j11tF J r ...."- r WAL.L I WAL.L I I I - I l ....... EXTERIOR SlOW IN1l:RIO" ~^NIiL""Q, METAL SCReW BACKING -.............., METAL ROO~ / TYPICAL RIDGE !!lEAM ...- WA.I..L. MOlJLDINO, DETAil.. A <TO'" VlawJ .."" . MOULDWQ FIGURE 5.8 METAL ROOF .JOINT WALL --\\ - ~ /-GALVANIZED METAL / . RIDGE CAP ~ -SEALANT TAPE FIGURE 5.9 INTERIOR TRIM , C&lL.N~ .EAN.. COVE O~ PANEL STRIP Page 25 6110. X II" LAG SCREWS 24. D.C. STAGGERED ~ WAU. MOULDlNO OETAIL At. camE V~ CalL,.lNa .~ FIGURE 5.12 .:,. I TIE-OOWN DETAILS - TYPICALI MlA.TI SECTION qp 'FAR CHASSIS BEAll STRAps. IF IlEWRW........O' 'N!AR CHASSIS BEAll STRAPS" DETAil B TYPIC~L_DOUBLE TI!;:!2Q~ STRAPS 6"/,l...~ND ZONES II AND III DETAIL A lYPICAL SINGLE T1E-DOWN STRAPS WIND ZONE I ONLY STABILIZER PlATE ANCHOR ANGlE I 10 Oegroo 1,1...- ~- .~TRAP ~\:.. FAAFRME J~~- STRAP GROI.JI'lOUNE Nl!AR FIIAIE StRAP sr.AaLliER PLATE DETAJL G (WIND ZONE I) ~ CiIlt1>SooI ~~ ~ DETAIL D ~ lldIl2i> ~.:1~~~ Sk.( in VIilI:kaf GrW'ld CoModllr __-.... 6lr1Pl'_ RDcIusClpForPr'aludlon ~=.._o..r lt1XIW -1:=- :l4"typ...J....r ~ DETAJL E DETAIL F l.OO<lIT\DIIW. llEDO'Ml END FRAUE ,/ MEMBER lONllI1\JOINAl. Tleoc>Iotl ANCH01l USI. SWWl. BRACKETST ~ N<<lI.VJ\8TRiS __4$~' 006 GIlOJI-DUN~ _ulonolEnli___ Page 28 ....... 5.4.1.1 Numb~r and location of anchors - Select the proper spacing of tie-down straps frOm Table 5.1 AlBIC or Table 52 AlBIC. In VVind Zones II and III, a vertical sidewall strap Is required at each diagonal frame strap. Therefore diegonal frame straps shall be located to coincide with the factory installed vertical straps or brackets. However, do not exceed the : spacing in Tables 5.1 or 5.2. Anchors are required within 2 feet of each end of : each sidewall. Measurements for the specific location of the ground anchors for the particular home must be taken directly from the home unless an anchor plan is provided with the home. n one - ng e ee on om .s Frame Spacing in) Strap M ax. Beam Tie Spacing ft D.C. 80 96 99.5 Angla Max. Sidewall HI. (in) Max. .-,.r Max....ler Max. lar Max. Ht. (in) HI. (In). HI. (In) Degrees 84 90 96 14 NA NA 40 13-2 12-4 11.a .. 19 NA NA 45 12-1 11-5 10-9 'C E 25 15 13 50 11-0 10-4 9-10 ~ .. .. .. 32 21 18 55 9-10 9-3 8-9 '6> lXI. c j 42 28 25 60 8-7 8-1 7-7 in 54 37 34 65 7.3 6-10 6-5 ~ 73 51 46 70 5-10 5-6 5-2 80 74 67 75 4-6 4-2 NA 24 17 16 40 13-2 12-4 11 -8 .. 31 23 21 45 12-1 11-5 10-9 "C E 39 30 28 60 11-0 10-4 9-10 ::: .. 31 ., 49 38 36 55 9-10 9-3 a-9 In 0> ~. 62 49 46 60 8-7 8-1 7-7 <: li5 80 63 59 65 7-3 6.10 6-5. ~ z r{A 80 79 70 5-10 5-8 5-2 NA NA 80 75 4-5 4-2 NA ~ 32 26 24 40 13-2 12-4 11-8 e -41 33 31 45 12-1 11-5 10-9 4l ~ '51 42 40 50 11-0 10-4 9-10 :E' .. 64 52 50 55 9-10 9-3 8-9 .. rn ~ 80 66 63 60 8-7 8.1 7-7 U) .... NA 80 80 66 7-3 6-10 6-5 ~ E 43 36 34 40 13-2 12-4 11-8 :: .. 53 45 43 45 12-1 11-5 10-9 i ~ 65 56 64 50 11-0 10-4 9.10 ... ... 67 9-10 9-3 8-9 U5 ~ 80 69 55 ~ NA BO 80 60 8.7 8-1 7-7 WI d Z TABLE 5.1A I SI I S tI H Example: 14 wide with 96-ln. frame spaclng, 84-in. sidewall and 30.;n. pier height requires anchors at 11 ft.- O-In. maximum and 50-degree maximum strap angle. Page 29 Pror.:nion.1 Eng""" Seal --.. I TABLE 6.1C Wind Zone 111- Single Section Homes Frame S acinll (in) Strap M ax. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Max. Sidewall Ht. (In) . Max. Pier HI. (in) Max. Pier HI. (In) Degrees 84 90 9.6 jj 12 NA 65 4-8 4-6 4-2 ~ 17 14 60 4-1 NA NA 29 30 20 7-8 7-3 6-10 .9! fil 41 42 25 7.5 7-0 6-7 Cl c en '" 53 64 30 7-1 6-8 6-4 m ~ !i 67 68 35 6-8 6-4 6-0 "- 80 80 40 6.3 5-11 5.7 E 12 NA 40 6-3 5-11 5-7 m 17 15 45 5-9 5-5 5-2 m 23 20 50 5-3 4-11 4-8 (I) l .. 'C 29 27 65 4.8 4-5 4-2 3 .9! .. 38 35 60 4-1 NA NA Cl 33 34 20 7.8 7-3 6-10 c Vi E 46 47 25 7-5 7-0 6-7 ~ (1l (I). 60 61 30 7-1 6-8 6-4 m ~ 76 77 35 . 6-8 6-4 6-0 80 80 40 6-3 5-11 5.7 15 14 35 6-8 6-4 6-0 E 21 19 40 6-3 5.11 5-7 '" ~ 27 .25 45 . 5-9 5-6 5-2 ~ .... 34 32 60 5-3 4-11 4-8 CIS II) 44 41 55 4-8 4-5 4-2 II) z , 56 53 60 4.1 NA NA (/) 37 38 20 7-8 7-3 6-10 ~ E CIS 51 52 25 7-5 7-0 6-7 '" m 66 87 30 7-1 6-8 6-4 .... '" Il.. 80 80 35 6.8 6-4 6-0 17 16 30 7-1 6-8 6-4 E 24 22 35 6-8 6-4 6-0 13 31 29 40 6-3 5-11 6-7 (I) [0 39 37 45 5-9 5-5 5-2 'C ... 3 (1l 'Ill 47 50 5.3 4.11 4-8 QJ .9! z 81 68 55 4-8 4-5 4-2 Cl c 76 73 60 4-1 NA NA Ci5 ~ E 41 42 20 7-8 7.3 6-10 lB 57 57 25 7-5 7-0 6-7 m 73 74 30 7-1 6-8 6-4 .. III "- 80 80 35 6.8 6-4 6-0 Example 18 wide wJIh 96-in. frame spacing, 96-in. sidewall and 57-In. pier height requires anchors at 6 ft.. 7 In. maximum, 25 degree maximum strap angle and attachmenllo far beam. Page 31 _.04 Prof_'~MltI_ ..... F ra me Sea c in g (in) S Ira p M a x. B a a m T ia Spa c in otto. c. 96 99.5 Angle Max. SidltwallHI. (in) Max. t'1.r M a x. .. ler Max. 64 90 96 HI. (In), HI. (In) o eore 9S I E .g :! i 12 NA 55 5-9 5-5 NA Ul :: 29 30 20 9-8 8-11 8-5 ~ fa 41 42 25 9-2 8-7 8-1 '" 8 .!l 53 54 30 8-9 8.3 7-9 ~ ~ 67 68 35 8-3 7-9 7-4 80 80 40 7-8 7-3 8-10 ~ J 12 NA 45 7-1 6-8 8 -4 OJ ~ 17 15 50 6-6 6-1 5-9 ~ 22 29 55 ,6-9 5-5 NA :l 32 32 20 9-6 6.11 6-6 ::J J .... 46 2S 9-2 8-7 8-1 8 57 58 30 8-9 8-3 7-9 [ll ~ 72 73 36 8-3 7-9 7.4 .: 80 80 40 7-8 7-3 '0-10 ! 12 NA 40 7-8 7-3 8-10 17 15 45 7.2 O-B 8-4 ~ I 23 20 60 6-6 6-' 6-9 29' 27 55 5-9 5-5 NA ~ 33 34 20 9-8 8-' t 8-5 ~ Ii 48 47 26 9-2 8-7 8-1 '" IE 00 81 30 8-9 8-3 7-9 N ~ 76 77 36 8-3 7-9 7-4 80 80 40 7-8 7-3 6-10 , 5 14 35 8-3 7-8 7-4 j 21 19 40 7-8 7-3 8-10 .. 27 25 45 7-1 8-8 0-4 i I 34 32 50 8-8 8-1 5.9 ., 41 55 5-9 5-5 NA ~ .... ,I 8 ~, 37 38 20 9-8 8 -11 8-5 ~ ~ 51 52 25 9-2 8-7 8-1 ~ 66 87 30 8-9 8-3 7-9 ~ 80 80 35 8-3 7-9 7-4 17 16 30 8-9 8-3 7.9 e 24 22 35 8-3 7-9 7-4 OJ ~ 31 29 40 7-8 7-3 6-10 "D I 39 37 45 7-1 B-8 6-4 :; " 49 47 60 6.8 8.1 6-9 :!l 61 58 56 5-9 5-5 NA B "' E 41 42 20 9-6 8-11 8-5 '" :.'l 67 57 25 9-2 8-7 8-2 ., 73 74 30 5-9 8-3 7-9, ~ 80 80 36 8-3 7-9 7-4 TAB L E 5.2 B W fnd Zone 11- Multl.Sltctlon Homes Example 28 wide with 96-in. frame spacing, 84-in. sidewall and 29-111. pIer height requires anchors at 5 ft. 9 in. maximum, 55 degree maximum strap angla and attachment to near beam. Page 33 Profeuionllll EnglnM.... Sool -... Optional method for stabilizatiori: Instead of a stabilizing plate, ground anchors may be in- stalled vertically with an adequate concrete cy- lindrical .collar" poured around the anchor shaft 5.4.1.3 Tie-down instructions - The home should be set on its Diers and be level before ground anchors are installed. Install ground an- chors and connect the straps to the ground an- chor heads and the home as instructed by the anchor manufacturer and to prevent structural damage to the home. Install diagonal straps 'rom the anchor to either the near or far chaSsis I-beam as indicated by the tables. For Wind Zone II and III, connect anchors to the vertical factory-installed straps or brackets at the side- walls of the home. Vertical ground straps must be fastened to anchors capable of resisting the total tension of both straps. Protect straps where they pass over sharp corners. See Fig- ure 5.12. Tighten straps to remove slack. Alter all straps are Installed and the slack Is removed, lightly . tension the straps to assure that the ground anchor shaft is in full contact with the stabilizer. Alternate lightening on opposite sides of the home. to avoid distUrbing the home set-up. Periodic Inspection of the straps Is important; it may be necessary to retighten frame and ground straps from time to time. CAUTION: . During re-leve/ing, do not Jack the home against tight stnJps. Page 35 ........ 5.4.1.4. Longitudinal End Straps - Use swivel brackets (available from anchor equipment manufacturers), where necessary, to prevent angular stress on the longitudinal straps. For 'Nind Zone I single section homes less than 18 feet wide and multi-section homes less than 32 feet .wJde, install the side diagonal straps at the end of each section at apprOXimately 45-degrees as shown in Figure 5.12 Detail G. Install two longitudinal straps at each end of each section of the home for wider homes in Wind Zone I, all homes In Wind Zone II, and homes with maximum 84 inch interior sidewall height in Wind Zone II. Install three longitudinal straps at each end of each section of the home for all other homes In Wind Zone III. The third strap shall be installed within the parameters set by the anchor manufacturer. Install straps from the end of eaCh frame I-beam to an approved ground anchor. 5.4.2 Elevated homes - Homes with higher piers may require straps connected to the "far chassis beam" as shown in Figure 5.12. Deviations from these guidelines shall be reviewed by a registered engineer and approved by the local authority having jurisdiction over such matters. 6.4.3 Steps, stairways and landings _ Steps, stailWaYS and landings must be constructed and inspected according to the applicable local building codes. 6.5 Accessory windows - Install accessol}' windows or components with the installation materials supplied, and follow the manufacturer's installation instructions. 6.6 Mil;cellaneous lights and fixtures - Some exterior lights, ceiling fans and chain-hung fixtures may not yet be Installed when the home Is delivered. All of these fixtures must be grounded by a fixture-grounding screw or Wire. For chain-hung fixtures, use both methods. When fixtures are mounted on combustible surfaces such as hardboard, Install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring oudet box. If siding has not been Installed at an exterior fixture location, remove the outlet boX and Install the exterior siding with a hole for the outlet box. Then, reinstall the outlet box and proceed as for other fixtures. 6.6.1 Exterior lights - Remove any junction box covers and make wire-to-wire connections using wire nuts. Connect the wires as follows: Black to black, while to white, and ground to ground. Push the wires 1nto the box and secure the light fixture to the junction box. Caulk around the base of the light fixture to ensure a watertight . seal to the sidewall. Install the light bulb and attach the globe. Refer to Figure 6.2_ HINGED ROOF TOP CHORD 6.6.2 Ceiling fans - To reduce the risk of injury, install celUng fans with the lowest edges of the blades at least 76 inches above the floor. Follow the manufacturer's instructions. If no instructions are available, connect the wiring as shown In Figure 6.3. . 6.7 Optional panels, siding and moldIng - If the home came equipped with optional panels, siding or molding, refer to any special installation procedures . provided with the materials. 6.8 Exterior coverings - Install exterior coverings (e.g. stucco, metal, vinyl,.plywood, or hardboartl exterior siding, etc. and shingled or tiled roofs, etc.) according to the material manufacturer's instructions. Do not cover the HUD label when applying Bny field exterior covering. 6.9 Telephone and cable television -The walls and floors of the manufactured home contain electrical circuits, plumbing and ductwork. Avoid contact with these home systems when drilling through and placing cables within these cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi- section homes.. WARNINGI Careless installation of telephone and cable television lines can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY CAUSE SEVERE SHOCK OR POSSIBLE ELECTROCUTION. Disconnect electrical power to home before proceeding 6.10 Continuous ridge vent - See Figure 6.5. FIGURE 6.1A TOP Roll 1 RAISE ROOF lITO Posm:lN .. INSTALL AT EACH 911 OF ROOF A IX4 DIMlllNoIL Will BRACE WITH f-IdNAlS AT EACH l.l'RGIIT. 1/8 EXlBlIOA SlaTHllG llAV SE USED IN P!.ACE OF T1t! 1X4 lIlACOHAI. Will BllACt SEAltf_ REQ~OIl ax4 R.II.l. t INSTALL KhEliWALU PASTEIl KIEWALL 10 ICKl POST AND TOP CIClIIl WITH I-I) 1fAt.S AT EACH "TERSECTION. 50 TIlf' CHORD /JIl1CIIG POST SHIoI1 ALNi Il1T11lI V2' OF KNEEWIoI1 U'RlGHTS. S. FASIEN 00 Of LI'lJ'T STRAP TO IlEAU OR !lEJ.U ~Al WITH !-'e Go\. K 7/'IIJ' X I In' STA.'LE$ OR !-lI ol<~ di&l1lAlS. 2""'" Page 37 I DETAIL 6,2A Installation of Exterior Light Fixture Disconnect Circuit Before Installation Paddle Fan Installation Note. AllpDc3ble to UL listed paddle Ian wnh a swlvelt~pe mOllltlng breake!. Ceiing board DETAIL 6.28 Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Ground wire Chain Color coded wires Wire nut Ceiling box - DETAIL 8.3 WARI,lNQ. Uve e19Otrlool w~es. Be/ore installing. paddle lan, /Ilake sure ltIal the breal(er to the Ian c~cUl1 is all. SecllIe box to 2xS' center belllll ~ with (41 -e~l' wood IcreW& lfield IllIt.lledl l Remove Iheln lIamlfleturefs mslallollon instruclions from tho packaga and dtt.mine the mathod of I.. allaclmool 10 t~e beam. 2. II the C&Il!er boom (shipped loose! don nol cDnlaila precul bole for Ihe ol'Dhlcol boo, cot a hale approxlmal.lr'lI~. larg... IMn tho box diamolor. centlrld In thl widlb 01 Iho be.... Conlor IlRe or hole oMIl sign wllh localloo of OlJpply w.e through ceiog. 3. ....tal lhe box illhe hole and IIC'" fling. to ilia eentat boom with (41 .exr sorow$. 4. Insort th. cellk1g wire tllrough a koockoll hoie in Iho side of the electrical box. It mar be nocoss." 10 cut 0 notch In Iho oidl 01 1M cenler bem 10 llIJow 1M suppfy wire 10 b. inslrled In tne electrical box wl/noul bindlag a;ailllt CIIlW bu,. during insl.Daliot>. lea.o Ijlproximalel~ 4. 01 wIr. he in tho boll. , 6. Socure lhe' center beam in place o~r lh, center Ilne JOint. Bo sllIe lhel the I.n supply will Is nol pl_ Dr p&I1etrated wil~ Ia$toners. 8. Socure e1acllical box 10 ridge belli with t8x2-f/2' wood screws Inroug~ In. two holes in Ihe lop Dll\le box. 7. S~ about 314' 01 i1aulatloa from lhe whit. and blank cOllduot()( ..~~ B. PoaitiDn I~. non'eDmbusWe f1a'" ring Ipto.idedl aver lb. .I.etrlcal box aD thaI the rmi$hed surf.ce erollld the eleclrical bDO which is 10 be C(I....ad by Ian eanopr is not ..posed. 9. FoIDw I~e menufactur""s ilslellltlon IllSlructiolll for mounting lhe Ian 1S8CIIlbll to lb. box and lor electrical wiring 01 thl fan. Uso ptodlod ele<:lrical connectot$ for .p6ciog wire. B, certale thaI 1111 1& grounded lIS spec~ied il monuloctlller's Instructions and tllat who are conneCled ~roperly Iwhll. wire 10 white wile end bIoclt wire to block wil.l. ....... Page 39 DETAIL 6.58 Ridge. Vent Installation Instructions Figure 1 Cent~r each ridge venl section over slot i1 roof. Mark edge of rld~e vent on roof on both sides at ~ach end. Figure 2 Insert 'connect-ill':selll' Inlo end of ridge yent. Model oe56 'connect'or-seel' to be used at each end and as many conneotions as requlrad. Figure 3 Apply shingle cap SlIms as std. dooole section roo I connection. LOCale ends 01 ridge yenl l' min. IrOlll edge 01 roof. Figure 4 Nag 2 places on sealed slid 01 ridge lIan!. Nail 100Saly until oppor.lle end is sealed or adjoining yenl Is connecled. Do not alloW' vent 10 'spread open' when nanlng in plaee. Figure 5. To make ridge yenl cOMection, insert 'COMllct-or"$eal' approximately halfway into elUstlng ridge venl. Insert by halld 2 nails Into top 01 'connecl-or-sear to hold In place whiie an additional section is being added. For all subsequent conneotioll, repeat inatruellons. Figure 6 Remoya nails Irom Fig. 5 and butt ridge venl tightly together and seal Jolnl wilh caulking. Inserl final 'connect-or-seal' in remaining open end before nailing down completely with t' shlngla nails. mo... ~.dge venl may be cut . 10 any length desired . kJ Maintain venl dimensions dlring instaDation Roof Sheathinll to Overhang ~.;: Nailed loosely Irom Fig. 4. Page 41 Any field-installed wiring beyond the junction box mUst Include a fused disconnect located within sight of the condensing unit. The maximum fuse size is marked on the condenser data plate. Local codes will determine the acceptability of the air conditioning equlpmen~ rating, location of disconnect means,' fuse-type bra rich circuit protection, and connections to the equipment "A-coiJ" air conditioning units must be compatible and listed for use with the furnace in the home. Follow the air conditioner manufactura(s Installation instructions. . If a remote (self-contained) air condjtioner (cooling coil and blower are located outside the home, see . Figure 7.2) Is to be connected to the healing supply du~ install an automatic damper between the furnace and the home's air duct system, and another between the remote unit and the home's air duct system. Secure the duct system leading from the remote unit to the home, and do not allow it to touch the ground.. Insulate ducts with material of thermal resistance (R) not less than 4, and a perm rating of not more than 1 perm. Connect the ducl carrying aIr to the home to the main duct at a point where there are approximately as many registers forward of the connection as there are to the rear. Locate the return. air duct in the center of the home. Check to 'be sure that a rigid 'base has been pro- vided to evenly distribute the cooler's weight over several rafters. Tightly seal all roof penetrations and the boot connecting the cooler to the roof/ceiling opening to prevent leakage of water Into and cool air out of the home. Connect the cooler to an external water supply and attach an overflow hose to its accumulation pan to route overflow water away from the home. Do not attach guy wires to roof vents, flues or other items protruding from the roof. To eliminate potential leaks, route guys wires' over the side of the home and attach them to the roof rafter edge raUs rather than the roof itselr. Seal all fastener penetrations. FIGURE 7.2 AlA COOUlO OR HUTM WQCMIMUIT '~ REMOTE AIR COOUNG OR HEATlNG EQUI'M!NT . 'IIUOT '~-.;:::.it:'- S1Nl3l,.E.1l1mT1ON PLIXlIlI DUCT BH.W. 1101111:' JN COtIT'ACT WITH T" GftClUND 1<<J1.'JI-UC'TlON Do not cut or damage floor joists. Return air and supply ducts are sized to fit between the floor joists. Replace insulation removed during the installation, and sea! the bottom covering around the duel connections. Direct all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. 7.3.2 Heat Pumps - Install heat pumps according to the heat pump manufacturer's instructions. 7.3.3 Evaporative Coolers - Install a roof- mounted cooler following the evaporative cooler manufacturer's Instructions. In the absence of instructions, proceed 85 follows: Using wire nuts, connect the wires from the roof- mounted junction box as shown in FIgure 7.3, and replace the cover on the box. 2llOO." FIGURE 7.3 Roof Mounted Junction Box 7 A Chimneys and air Inl.1a - Fireplaces, wood stoves and some gas water heaters require on..site installation of combustion air inlets. Fireplaces and wood stoves require on-site Installation of additional section(s) or approved, fisted chimney plpe, spark arrestor and rain cap assembly {see 7.4). Page 43 8.2.2.2 Mandatory Shut-otr valve - An . accessible full-flow shut-off valve (gate or ball valve) must be installed between the water supply and the Inlet, as shown in Figure 8.1. 8.2,2.3 Cross oven; - Multi-section homes with . plumbing In both sections require crossover con- nections, as shown in Figure 8.2. Remove the shipping caps from the water lines and install tha , crossover connectors provided with the home, FIGURE:S.1 MASTER WATER SHUT-OFF 'g.tlPn~w:.. Pill... YBUT'A.ENE, OOPPEA 011 RALVAf\lIZED PPI: SERva CO'O.CnoN (NOT "SUPf"UED BY woye tr.I........AC~ NOT!:. nE ......IN Sl-IJYo(lP'P VAI.VllS M1T 8lF'PLIED BY nt! UAWUF.AOTl.AEA. IUT WLlST ili lNS1Au.Eu ON Tte SYElTE'4 TO ODt04PL Y WfPI nE PID......L CQN'TRUOTIOH ANI) IIAF6'Y 3TANOMOa. 8,2.3 Freerlng protection 8.2.3.1 Necessity - In areas subject to freezing temperatures, protect exposed sections of waler supply piping, shul-off valves, pressure redueers, and pipes in a water heater compartments with a non-insulated door. Otherwise, burst pipes and cosily damage may result WARNING! Jmproper1y designed or installed heat lapes can cause a fire. A FIRE MAY RESULT I N SERIOUS INJURY OR DEATH. Use only heal tapes lisled by 8 nationally recognized testing laboratory for use with manufactured homes, and install them only in accordance with the manUfacturer's instructions. Page 45 _.101 8.2:3.2 Use of heat tape - Heal tapes (either . automatic or non-automatic) can protect exposed plumbing from freezing. Plug tha 3-wire, grounded cord set of the heat tape Inlo the outlellocated under the home near the water supply Inlel 8.2.3.2.1 Automatic heat tape - This tape (with a thermoslat) is approved for Installation on all types of water pipe, including plastic. According to the manufacturer's Instructions. seCUre it to the pipe, insulate it, and weather- proof it. . 8,2.3.2.2 NDn-auiomatic heat tape - This tape (without a thermostat) may 'not be ap- proved for plastic pipe unless it is left exposed, with no outer wrap of Insulation. Installation is otheiWise the same as with the automatic heat tape. 8.2.3.3 Freezing protection for unOCcupied homes - If the home Is to be left unhaated in cold weather lum off the water heater, and then drain the water lines and blow, them clear WIth compressed air to prevent damage from freezlng. . FIGURE 8.2 TYPICAL WATER UNE CROSSOVER llA l1NG LINE INSPECTION COVERS SO CONNECTION . CAN BI! MADE AND INSULA TED AFTER Sl:CTIONS ARE SET lIP Alii) BLOCKED. CAUTION- IF FREEZING CONDITIONS EXIST. WRAP WATER CONIlECTOR WITH INSULATION. USE WATER CONNECTOIlS SlIPPlIED BV MANUFACTURSR WHERE APPl..ICABl.E. r-- FIGURE 8.4 SITE SEWER HOOK UP . NOTE, =~~r~l~~ UN. FlEQURED SLOPE IS v,1NCH PER FOOT. L61. 2d LYnber I ll-W.."'I.~"~olat f2.1CkfN..... ') l"t6 flOor JoiSt Ore.. PJ~-:' / Mill. 2x3 L.wrk ltd Nail . ~-:~<G8~ :~-:::.. . /. ' Min. 2.1:3 Lumber (2) 18 O. .. 7J~rx 2- \ 12) $Wptaa net! Side Sllpleo 88'" .md / GahI. or Alum. 8bip t Lw'IItl.r~ or C2:) 18d. ~I' Drain Pipe 8.3.5 Protectlon from freezing - The floor insulation provides freeze protection for fittings in the floor. If this insulation Is removed during assembly or'testing, replace it. If the home Is to be left unheated in cold weather, pour approved antifreeze Into P-traps at all fixtures and toilets. FilUngs and piping outside the floor insulation may need Insulation in cold cfimates. . 8.3.6 rest procedure - Even though the drain- age system was tested at the factory, it must be rechecked for leaks at the instalratlon site alter all on-site connections have been completed, Plug all llxtures, sinks, showers. and WOO, ahd fill with : water. Release the water in each fixture simultane- ously to obtain the maximum poSSible flow in the , drain piping. Check all P-traps and the drain system for possible leaks. Repair any leaks and retest. Page 47 _... -----, - 8.4 " Gas supply WARNING! Improperly connected or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home - All gas appliances In this home, includ- ing the healing system, are equipped for natural gas. If lP gas Is to be used as the gas supply instead, a qualified service person must convert the appliances 10 LP gas following the instruc- tions provided by each appliance manufacturer. 8:4.2 Proper. supply pressure - The gas piping system In the home has been de- signed for a pteSSura not to exceed 14 . Inches of water column (or 1/2 PSI). If ga!> from ilny supply SOUTC8 exceeds, or may ex- ceed this pntJ$SUTe, a prw;sure-roducing valve must be installed. To operate gas appli- ances safely and efficiently, do not exceed the desfgrled pressure limitations. For natural gas systems, the incoming gas pressure shall re- maIn between 6 inches and 6 Inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 Inches of water co!- ulT)n. FIGURE 8:5 TYPICAL GAS CROSSOVER DETAIL CROSIOVIR SAM!! .... AS MAIN UNIT PU'! l~rEO 00101( DI~OT ~iiMOn DUST O,",PliI euOi\E OOtH;QTtIQ GAS OONNEOT0R5 8UPP'U!D MY "'A.NUF"-OlURER WHERE. .....lCI.Bl.E 1-- 6.5.2 Shut-off valve and fuel line filtor -Install an accessible and approved manualfy operated shut-off valve at the oil tank outlet I nstalllng a suitable filter in the fuel line near the tank to trap dirt and water is recommended. 8.5.3 Leak leSt procedure - Before operating the sys1ems, check for leaks in the tank and supply piping. Fill1he tank to capacity with fuel and examine alf points in the system for leakage. 8.5.4 Winterizing - Fuel oil specifically formulated for winter conditions is required 10 prevent the oil from jelling at low tempera1ures. 8.5.5 Hot water ba$eboard 'heat - All crossover connections shall be made with copper sweat fillings, copper unions or other approved metal connections. - 8.6 Electricity - A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of and possible damage to motolS and appliances. It may elso increase the electricity cos1s. 8.6.1 Description and rating of home wiring - The home Is designed for connection to an electrical wiring system rated at 120/240 volt AC. The connection to the home panerboard Is a 4- wire feeder cable (unless the home is equipped with a factory-Installed service meter base). The following paragraphs describe the wiring and grounding of electrical feeders; If the home is equipped with a factory-Installed service meter base, skip directly to 8.6.4.3. 8.6.2 Feeder wire and Junction box material end sIZe - The feeder must, contaIn four continuous insulated, color-coded, feeder conductors, one of which shall be an equipment grounding conductor. The current rating In amperes of the home can be found on the tag located on the oulsJde next to 1he feeder or service entrance. and also on the electrical distribution panel: Using this information, determine the requIred size from Table 8,1 These sizes are based on an ambient tem- perature of 86" Fahrenheit and do not take voltage drop into consideration. WARNING! The neutral conductor must not be grounded in the distribution panelboard. GROUNDING OF THE NEUTRAL CONDUCTOR IN THE PANELBOARD MAY RESULT IN ELECTRICAL SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding of homes with flleder con- nections 8.6.3.1 Grounding is requIred - The home must be properly grounded to protect the occu- pants. The only safe and approved. method of grounding the home is through an electrical- isolated grounding bar In the manufactured home distribution panelboard which grounds all non-current-carrylng metal parts to the electri- cal system in the home at a single point The ground conductor of the power supply feeder cable in turn connects the grounding bar to a good electrical ground back through the power supply system. This means that for 120/240 volt service, you must have a 4.wire power supply feeder cable. IT IS EXTREMELY IMPORTANT THAT THE . NEUTRAL CONNECTOR NOT BE GROUNDED IN THE MANUFACTURED HOME DISTRIBUTION PANELBOARD. 8.6.3.2 Procedure - The ground con. ductor of the power supply feeder cable must connect the grounding bar to a good electrical ground. Follow the feeder connection proce- dures described in 8.6.4.1 and 8.6.4.2 TABLE B-1 IAAIN ElECTRICAl. FEEDER ANO EQUIPMENT SIZES MAXIMUM BREAKER MINIMUM SIZES CALCULATED SIZE IN JUNCTION CONDUIT DIAMElliR POWER NEUTRAL GROUNDING NEUTRAL PANEL BOX INCHES RED OR BLACK WHITE GREEN FEEDER BOX LOAD AMPS - INCHES COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM AMPS 100 10X1OX4 1114 1 1/2 '3 " U #1 ,e #8 100 150 10)(12)(.4 11/2 2 .,10 #310 .2 .,10 '6 .. 115 200 12)(12)(4 2 2 ,3/0 , 250 MCM #2 11-110 jiG H 115 ....... Page 49 final grade to the service-drop conductors. This measurement may vary from 10 feet to 18 feet, depending on the types of traffic anticipated below the service drop (refer to the National Electric Code). Unlass impractical, locate service heads above the point of attachment of the service-drop conductors and make them rain-tight. If individual conductors do not extend , downward, form drip loops. 8.6.4.2 'Underside junction box feeder - A conduit from the main panel board to the underside of the home allows for installing an approved junction box or filting, which must be used. Jnstall properly sized conductors from the main power supply to the panel board. Refer to Table 8.1 for the conductor and junction box requirements. The homeowner or installer must provide the supply connection including the four feeder conductors, junction box and con- duit connectors. Protect conductors emerging from the ground from a minimum of 18" below grade to 6 feet above grade, or to the point of entrance to the home. The distance meas- ured from the top surface of a buried cable, conduit, or raceway to the finished grade must meet the minimum burial requirements ouUined 'In the National Electric Code. Use a moisture.. proof bushing at the end of the conduit from which the buried cable emerges. 6.6.4.3 Grounding of ,homes with service meter. base. When e factory-installed service meter base is proVided on the home, a grounding electrode Conductor and a ground . wire must be installed as detailed in Figure 8.7. 8.6.5 Crossover connections - For multi- section homes, refer to Figure 8.8 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be distinguished by metal junction boxes or access cover panels. Remove these panels and connect the, enclosed wires as " illustrated in Figure 6.B. Some Crossover connectors plug together and do not require junction boxes. FIGURE 8.7 GROUNDING CONDUCTOR INST ALLA TION METER BASE NOTE IF THE HOUE HAS METER BASE INSTAlLED AT THE "'AMJFACT\JIlING FACU.ITV. A GROUND WIRE AND GROUND elECTRODE MUST BE INST ALLen. 88 lAIN BARE COPPER--_ GROUNDING WIRE ---____ ----------- CLAt.lP SUIT ABlE fOR DIRECT 8URIAL LOCATE FLUSH WITH OR 8ELOW-- GROUND LEVEL. . ----- ----- 5/8 tlCH M~IMlJd OI1J,flER SOLD ~~ ~L~~~~ MJ,~'1[~lfR~---""""_ ----- ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO TMAT AT LEAST 8 fEET OF THE f ELECTRODE IS IN CONTACT WITH THE SOIL. . , WHEN ROCK BOTTOM /6 ENCOUNTERED, 'THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES I'ROM VERTICAL OR BlJllED IN A TRENCH THAr IS AT LEAST 2 1/2 FEET DEEP. -,.. ~ ~ '" o ACCESS FOR ~TER PULL BOX 8 r;) ~ LUG SERVICE' .ENmANCE EMT - ,. UH GONDUlr FOR llTlUTY CONNECTIONS ~~~ T B' . O' MINIMUM ELECTRODE LENGTH L Page 51 FIGURE 8.9 . FRONT CR088MEMBERS GROUND CLAl.4P WITH SCREW GROUND WIRE SHOULD BE THE SAME USED ON PANEl. BOX 8.6.6.1.1 Circuit conductor continu- ity - Conduct a continuity test by placing all branch circuit breakers and switches controlling in'dividual outlets In the .on" position. The test shall give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. A flashlight continuity tesler may be used. 8.6.6.1.2 Grounding continuity:.. Us- Ing a continuity taster test non-current. carrying metal parts to assure continuity to ground. The parts to be checked Include: . appliance enclosures, includ- ing fans · fixture enclosures and cano- pies metal siding and roofs . metal water supply and gas lines · metal ducts (except foil cov- ered insulaledducts) · the home's frame On multi-section homes. perform this test only after completing all electrical and . bonding connections between the sec- tions. NOTE: Grounding is not reqUired on the metal inlet of a plastic water system or on plumbing fIXtures such as tubs, fau- cets, shower risers. and metal sinks when they are connected only to plastic water and drain piping. 8.6.6.2 Post-eonnectlon tests - Conduct the following tests after turning on the main cir- cuit breaker and each individual circuit breaker. Page 53 """'... NOTICE Energizing the water heater before the water heater is filled with water will cause the water heater element to burn out, an event not covered by the warranty. Allow the waler heater to fill completely before activating the water heater circuit. 8.6.6.2.1 Polarity and groundIng of receptacles - With receptacle and lighting circuits energized, check the polarity and groundIng of each 120-volt receptacle and light socket using a polarity tester capable of determining' an incorrect wiring configuration; A conversion device may be required to test various fixture bulb sizes and outlet configUrations. I nvestigate any indication of reversed polarity;' open grounds or shortS, and Correct them. 6.6.6.2.2 Ground Fault' Circuit Interruption (GFCI) - Make certain that all receptacles requiring GFCI protection are In fact on the correct circuit(s). Check each ground fault circuit Interrupter device by pushing the tesl button to determine if the power route to the receptacle has been interrupted, or follow. the manufacturer's Instructions. Replace any GFCI that does not operate properly. 8.6.6.2.3 Operational checks - Check all light fixtures by placing a bulb In the' socket and turning the switch on and off. Using a pigtail light. cheCk all 240-volt receptacles to determine if both legs of the circuit are powered. Check all 120-volt receptacles to be sure that each Is operational. Switched receptacles require the swileh to be turned on and off. It Is not necessal)' to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re-testing. Check smoke detectors to be sure they are operational (test per smoke detector manufacturer's instructions). If a smoke detector was shipped loose with the home, locate it, plug it In and check operallon. 10.1.3 Appliances - Secure appliances to prevent movement during transpOrtatIOn. 10.1.4 Dust caps - Place dust caps on the ends of all pipe connections. 10.1.5 Blocking during storage - Any home placed in storage, including sales lots, must be immediately blocked under each l-beam, both at the rear of the home and midway between the axles and the hitch, to prevent excessive deflection and possible structural damage. 10.1.6 Transit of furniture and belongings - Substantial damage may result if fumlbJre, personal belongings, setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER THE WARRANlY. 10.1.7 Multi~ectlon homes - Re-install temporary structural supports and bracing materials before moving the home. Cover open sides of sections with weatherproof material such as 6-mU plastic sheeting. After the sections have been separated; secure 2 x 6 shipping braces at the front end and in the axle area. Place ridge beam supports in open areas per the manufacturer's instructions, or at a maximum of 12 feet on center If manufacturer's instructions are not available. 11 - Window and glass door protection 11.1 Windstorm Protection - As explained on the data piSte, this home has not been equipped with storm shutters or other protective. coverings for windows and glass door openings. For homes located in Wind Zones II or III, we strongly recommend that the home be made ready to be equipped with these devices in accordance with one of the methods illustrated in figure 11.1. WARNINGI Covering 'the windows and doors will block safe egress from the home tn the event of 8 fire or other hazard. INOPERABLE EGRESS WINDOWS OR DOORS MAY RESULT IN SERIOUS INJURY OR DEATH. Do not occupy the home if the egress windows or doors are covered or otherwise inoperable. 11.1.2 Removalll - Mer all danger is past. remove and store the protective materials for possible reuse. Permanently weatherproof all holes left from nails and debris. -'" FIGURE 11.1 SIIlRra..x.\ElIlTH t urww j PIl0TECTlON OF WNCOWS AND GLASS DOORS WHl ZONeS II At.!) II LUMBER M1iTHOD . ..l~_ ]'~I 8OTlO~ fIWoE _lilY IE 0lITl!D p(ljl1illlllG1U680001l ~ w~.:~ U''''IIE''~~'''IfllUYmAL II.aX ,'WOOOIlJllWfAOIr;JIllotFNJ.un f+-n'~--..J , #' ~q .. ; . .~-..:.;.,;,.:. ... T .. . ., . . ~ A .. . . IIAl ~l . . ~1tJ' 'L~~I~:4'L_ EQ.af ttADm IMU IRi -';OOIoIII!M8lO'MlIN "'1'IIUIlDYAKEIfL\l6t TO IIYOft U18I M ". PI. YWOOD METHOD PtflMCl6ll.,.....I. btCO\'lltd.wu:tnlllll"'" TN hd:1IfSI aMI~ I'll_'" Po.. ill hi I'" n......... .._.... WIied "APA I'tIlllII ~ EnIri~ or "'-'1111-"""''' "'l4d_.............. ...............- "'*" .., fl6IW of ~ ""-'0. 01 MdIg ... ... Jt .... ~ "t lralcon.f 01 till..., "GClI.. Ullll21l1 CO'HltMl1'll two 11111'1'" lhIa1Iq IhCII D"wWc~ ...11 11M ~.... !co.l>> WilL TIll ht ~1Il' II flltNtd u .... f..,.. 01 J.KOIld I8t.- .......404I..IO.e:lt-..rlo... )'111._ - GteiN "AU. PIIIM.u llJJ;R ~ WNA ~.~ ~:~ IIIlOOlUW. SlEATIlNlIO 'IIOT(cr W'NX)WS IN 'IN).lOIE$. AIIJ. WClH 01' HATllIICI _ KOIHllEl/11 1IlCIOlEIl6 liI'AIIRAlllG WII ..,.. "'''' Iro,c. Page 55 P..........,&lgln... S.., From: To: Date: Subject: Ron Becker Roger Vess 1/13/059:52AM Building Application Review 1-11-05 No backflow Assembly needed for any of the three applications. Ronald D. Becker rbecker@cityofpa.us )l, Electrical Contractor o Annual Permit 0 Alarm 5'~~ ..- !-~I,; \-. DOwner "ti;;.....;t- " . '\. ELECTRICAL WORK PERMIT APPLICATION ~Request Inspection . ." - o Carnival 0 Commercial Residential 0 Residential Maiot. 0 Signs 0 Thermostat 0 Telecom. Job wired by )B{ Electrical Contractor 0 Owner I ~. \ ,Installation description , /fvt,k 1.("" '!::- )"......, '< -( .. r;~.J.t_ VV/ p",'nJ!?(J.'i ,"~ess / 76 Cc . J: "I...!ti " V24 GO 5/e/t-tmb State ZIP ifrr37 Telephone number "/ - i?-o Premises owner's name Gl",,, /::,,.I-,,L Address of inspection ~ i r::;:1tf'1l.,7'y,;,.-;U",- t,?-=-~ ';::J City FAX number /.. ./ , ~gna~hicald'.oror elee.,;,al administrator Expiration Date of/oS- of card o Cash 0 Check # ~cdit Card @ Mastercard Discover Card# ~L4- (-J LLf-3.L2J--I-bC2a... '1/0,OD Inspection fee $ 7(] o D SERVICE I hereby certify that r am the owner of the above named properly or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law, Chapter 19.28 RCW. WALLS CEIUNG THERMOSTAT Insulation Only Insulation Only Date Appro,"ed By Dale Approved By Dale Approved By DITCH Cover Cover Dale Approved By Date Approved By Dale Approved By FEEDER Dale Approved By Date Approved By Electrical Load Additions and or subtractions Q NO LOAD CHANGES D Baseboard KW )it Furnace .42 KW D Heat Pump Ton LAR Q Fan-Wall KW Service Information o Overhead Service o Temp Service l.Ert1iiderground Service Voltage PhaseQ1Q3 Service Size: Feeder Size: ~7 ,q Inspection Area, Building or Equipment Inspected Action Taken Electrical Date r Inspector ?/l.-?-tyJ I PO;.I/,.I CC.-rlI.H.J f.'Cb dJ tic (.lei 'IJ, . . It, / . v ~- '1_'2 -05 h,v.4't-- AP /faG , p'Z--p>' ~ - CONNECTION FEE PAYMENT 3/23/05 Customer: Washington Home Center Contractor: Kirsch Electrica Project Address: 1611 S. Butler St. Connection fee due: $ 410.00 Date Paid: CASHIER: I. Please post check to: Capital Contributions / Construction Contributions L T 401 - 7180 - 343 -3024 connection fee In "additional comments": Address: 1611 S Butler St. 2. Send a receipt of payment upstairs to: Gail McLain Public Works & Utilities Dept 417-4708 N:PWKS\LIGHTENGR\GAlL\fonn.<l.paymcnt fonn to inspector .;,:l~)Ilr~ J:t~~ -,.~ 11... ~- ""c;dl' CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 D5-42- Application Number pin number Property Address ASSESSOR PARCEL NUMBER; Application description Subdivision Name Property Use Property zoning . . . Application valuation 05-00000042 Date .364514 1611 S BUTLER ST 06-30-00-4-4-0070-0000- RES MANUFACTURED HOME 1/31/05 /flll '5.~ RS9 RESDNTL SINGLE FAMILY 72230 Owner Contractor I t J'R.S~t+ KIRSCH, GLEN/LOIS 4200 JACJSON HWY CHEHALIS OWNER WA 98532 Structure Information Construction Type Occupancy Type Other struct info 1674 SF 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 17.00 1.00 9600.00 1674.00 1674.00 1.00 Permit Additional desc Permit Fee Issue Date Expiration Date DRIVEWAY INSTALLATION 145.00 1/31/05 7/30/05 plan Check Fee Valuation .00 o --------_::~---~:~:_~::~::_-~:~--~~~-~~~------------------------~~~~~:~~ Permit PUBLIC WORKS RES WATER SERV Additional desc permi t Fee Issue Date Expiration Date 640.00 1/31/05 7/30/05 Plan Check Fee Valuation .00 72230 Qty Unit Charge Per Extension 1.00 640.0000 EA PW W/M 1" SERV 5/8" METER C 640. c:.9 ---------------------------------------------------------------- --- -- Permit SANITARY SEWER HOOK UP Additional desc Permit Fee 95.00 Plan Check Fee .00 Issue Date 1/31/05 Valuation 72230 Expiration Date 7/30/05 ________=~~~___~~~:9~~~~~~_~::__:~_:~~~~_~~~~~________________~~~~ Special Notes and Comments When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. Building address sign shall not be less than 6" & not more 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 Owner (if owner is builder) Date T:\Policies\1102.ISR [1/05] -'r1"tfo"'T~ _...<~ 'Or~ 'L -- "'<"'" CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Applica.tion Number . . . . . 05-00000042 pin number . . .364514 Page Date 2 1/31/05 Special Notes and Comments than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-El 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" The proposal will result in the placement of a new manufactured horn in the RS-9 zone. Setbacks are good. Lot coverage is 17%. No land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical load calculations and elctrical permits are required. Elecrtrical connection fee of $410.00 required Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. -----~~~~~-;~~~--~-~-~-~-~-~-~-~-~--~~~~;-~~~;~~-~~~~-~~~~---~45~- STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE ~ iU~~.UU~ Fee summary Charg~d Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 880.00 880.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2654.50 2654.50 .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 Date Signature of Owner (if owner is builder) T:\Policies\1 I02.1SR {liDS] CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . INSPECTION REPORT. . . . . . REQUEST: Date Time Received by (phone, person) Location of Work to be inspected \ v ) t s - ~J i l",,^ Name of person requesting inspection 6"-""7 .p,.,,:,<,.-t- Address of person requesting inspection Phone No. 4-11 - I 5 L> Z Type of Inspection (circle appropriate one): Permit No. 0'5 -42- 8 Foundation Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date 312-5 105 Remarks: 0~~ - \..J1r-,...',~ "",J- be \~Lu,...ted. ;;.,..,d <='J~ t, Time ley 36 P>-M By tFoL I'-bel"..,"", A"vlb !.LJ.-I^",u ell!'"/' - P,c>- I ' I l \ r.....(... .h<:1r .-d "c",d<.. t, 1 f-l RESTORATION REQUIRED . . . . .. YES ?"fe, ~ LG' "-., r- / NO/ 1>[".Jo (Ej /' '" }\'??, .........,,-"- \o~ v11,('/':: - f) 'J.~/- , ~1/ I y {";~I~l- (p" '?V C- r I ~Pf'/"". z..'- dPw"" \ 4''Pvc- It I" V .-' -' ~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel OAsphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT . _!DATE I CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . INSPECTION REPORT. . . . . . . REQUEST: Date. 4//3 /OS- t ( Time ff1-t.-1 Received by ~.:- (phone, person) Location of Work to be inspected I vi ( '2> u~ Ie/" Name of person requesting inspection -r;: ~ ... ( IL-J. Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): -"~. Permit No. oS;- - 42- Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other ~"6 ~t7...1f?,. .t/ ct~v:<#" y INSPECTION NOTES' Inspected: Date f? ;;s- ( Remarks: t:7. J::. . Time / iJ "J-M By -;?;, '- RESTORATION REQUIRED . . . . .. YES NO~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel 0 Asphalt 0 PCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT ~ .IDATEI CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . INSPECTION REPORT. . . . . . REQUEST: Date (pil /(75 Time Received by <}F 1 (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney I II'! I ~ R-u..:t:e.tA, K/ RSefl Phone No. g[;lfj- ~ ,<:;><Jc:; Permit No, 05-42- Plumbing Final Sewer Excav, Other d //:!f- INSPECTION NOTES: I Inspected: Date (j! liDS Time {D:SSA... Remarks: U 0 F~ It CL" e.......b / D r-\'~-e..v->o..y \ -\.Q. r.e,....co~...,.., i.j" . ,'. ll4'\,oo\. 'R.v RESTORATION REQUIRED. . . . .. YES 16\ l 6'....Ue.t<::.. NO X - ",If. ,/-(\'-' I b Cf J \)r:v-c. V-h( ~c""i"c>\ ;5'"""",+ j..Jc. f'-e.\t- ,",0 fel. I II " ", j., "''''.(.. -f ).10 ~c ~c>,f'a- 0.. €r'.5f'~J ~;.st.'.. .,{ ~' '''fev- No f'elf- .st.-, e,e r SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT _ _ _!DATE I