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Home My WebLink About1619 Delores Pl - Building s ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUll.DING DIVISION . 321 EAST 5TH STREET, PORT ANGELEs, WA 98362 Application Number Application pin number Property "Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . . . Application valuation 05-00000265 Date 972335 1619 DELORES PL ' 06-30-00-4-9~0220-0000- RES" DETACHED GARAGE 4/28/05 RS9 RESDNTL SINGLE FAMILY 5500 Owner Contractor WILCOX. THOMAS/IRENE 227 FOREST AVE PORT ANGELES (360) 452-7690 WA 98362 KEVIN GROFF CONSTRUCTION PO BOX 957 PoRT ANGELES (360)' 460-1514 Structure Information 000 000 _u__u_u_uuuu___ TYPE V NON-RATED GARAGES. CARPORTS. SHEDS TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED 'LOT COVERAGE " NUMBER OF UNITS WA 98362 Construction Type Occupancy Type Other struct info 20.50 1.00 1600.00 9060.00 264.00 1.00 " , ---------------~------------------------------------------------------------ Permit . . . . . Additio~ldesc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT. -RESIDENTIAL FREE STANDING CARPORT 48025 148.75 plan Check Fee 4/28/05 Valuation 10/25/05 59.50 5500 ....... ~, -.... :..Q "' ~ .~ ~ )> ~ r 0 i & ~ Qty Unit Charge Per Extension 92.75 !?6.0() BASE FEE 4.00 14.0000 THOU BL-2001-25K (14 PER K) ----------------------------------------~---------------------'------'-------- Special Notes and Comments When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. 04/20/2005 11:05 AM SROBERDS u___uuu_..:uuu_______- The proposal 'will result in the construction of an attached carport in the RS-9 zone. Lot coverage will be 21%. Setbacks are good. No land us~ issues are noted. Other Fees STATE SURCHARGE 4.50 --------------------~-----~-----------~--------------~-----~~--------------- Fee summary Charged Paid Credited Due ----------------- ---------- -.-------- ---------- ---------- Permit Fee Total 148~75 148.75 .00 .00 Plan Check Total 59.50 59.50 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 212:75 212.75 .00 .00 Separate Permits are required forelectricai work, S~PA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 18.0 days, if constructioA or work is suspended or ab.andoned for a periOd of 18.0 days after the work as commenced, or if required inspections have not been requested within 180days from the-last inspection. I hereby certify thati 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 peqnit does not presume to give autho 'ty to violate or cancel the rovisions of any state or local law regulating construction or the perfonnance of truction. Signature of Owner (if owner is builder) Date T:\PoHcies\II02_IS building peimit inspecnon .ieCOrdOs.wpd [II4flOOS] BUll.J)ING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECI10~S~ ~J\LL 4JJ-:473? FORE~EgRICAL INSPECTIqNS. . CALL 417-4807 FORPUBUCWORKS UTILITIES . I PLEASE PROVIDE A MINIMUM24 HOUR NOTICE. IT IS UNLAWFUL TO COYER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONS~ICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS . " WALLS FOUNDATION DRAINAGE I DOWN SPOUTS PIERS '. .' POST HOLES (poLE BLOGS.) . LJ AJ ...--- .!\U/ . PLUMBING UNDER FLOOR I SLAB ROUGH~IN WATER LINE (METER TO BLOG) GAS LINE BACK FLOW I WATER ". AIR SEAL WALLS CEILING I . ~ FRAMING JOISTS I GIRDERS I , . SHEAR W ALLlHOLD DOWNS WALLS I ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) . T-BAR . , '. ' INSULATION SLAB J WALL I FLOOR I CEILING I MECHANICAL . , HEAT PUMP I FURNACE I DUCTS GAS LINE WOOD STOVE I P~LET I CHIMNEY COMMERCIAL HOOD I DUCTS MANUFAc::TUREDHOMES . FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATEPERMrr#'s ." '. SEPA: PARKlNGlLIGHTING " ..... " .. ~J\:__~~_ .'u______ ... n ..--- _c. :_u LANDSCAPING . ; . :\ . .0 -'". " . ' .... . SHORELINE; " ...... "FlNAL INSPECTIONS REQUlREDPRJOR TO OCCUPANCYIUSE: .:':, . , ....'. .. . RESIDENTIAL . ~) ". DATE YES NO COMMERCIAL . DATE '. ,:ACCEPTW .-, YES'" NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL i LIGHT DEPT , CONSTRUCTION R. W.I PWI CONSTRUCTION - R. w. ENGINEERING 417-4807 ., PW J ENGINEERING . 417-4653 FIRE DEPT. FIRE PLANNING DEPT. '4.17-4750 PLANNING DEPT. .. BUILDING 417-4815 5 ...g - os- Ju- BUILDING T:\Policics\II02_15 building pcnnit inspection rewrd05.wpd [1/412005] PREPARED 5/09/05, 13:17:13 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 5/09/05 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL KEVIN GROFF CONSTRUCTION WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 05-00000265 RES DETACHED GARAGE SUBDIV: PHONE (360) 460-1514 PHONE : (360) 452-7690 ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 01 4/28/05 4/29/05 JLL AP BL6 BUILDING POST/COLUMN FTG 04/28/2005 01:06 PM JLIERLY ---------------------------- 04/29/2005 12:02 PM JLIERLY ---------------------------- BL99 01 5/.09/05 JLL BUILDING FINAL __________~\~~___::~::~2::~~:~3~P:OT::I:~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ ~~ ~~ oJv ----- -- _ __ .-__1._ ~~ ~ PREPARED 4/28/05, 13:09:18 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 9 4/28/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL KEVIN GROFF CONSTRUCTION WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 05-00000265 RES DETACHED GARAGE SUBDIV: PHONE (360) 460-1514 PHONE: (360) 452-7690 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 . .'Y..=~7:-- JLL ~ A, -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING POST/COLUMN FTG 04/28/2005 01:06 PM JLIERLY ---------------------------- 1- -- , BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: (')11' 1l:;-oS- permit#:~ ,-' Date APP~~Ved:~ Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: K..r,/() lJJ./ 6uf!2 ~v Phone: Owner: 77l(5Yh.~ W' C-CffJ<.- Phone: Address: 2-- 2- 7 ~~T I1VG City: ? ~ ~~ ArchitectJEngineer: U,0C;rV (C- t[;:.-. A-5'SOC- c Phone: Contractor %V I JJ ~ ~ Fl=" c.mJ5jState License #: Exp: Address: I J.3 I aPe-Z- Me- City: ~"T 4~ L~ PROJECT ADDRESS: l/~ (1 De- Lo fZ.e.-5 PI- q5z -'1872- L/c;Z-7YlO Zip: q B "3(d2 4(7-6567 Phone: Zip: ZONING: ~3b2- LEGAL DESCRIPTION: Lot: Block: Subdivision: CLALLAMCOUNTYPARCELNUMBER: Or.... ~6 Oc q q C) 2-2-C o-C70C> Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: s. Residential ~ New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: / 2-- ~. '2- L- Cri-f2. p~ COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: '7G00 Existing Sq. Ft. Total lot coverage 2.L) . ~ % City: Exp. Date: o Stove o Garage o Deck tzl-Other t!.~ SIZEN ALUATION: SF.@$ /SF. =$ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ &S.:5"QC) ~ L Occupant Load: Construction Type: / ~OD & Proposed Sq. Ft._c:2..'; ~,_ = TOTAL Sq. Ft. / 8~i APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistanc'e. 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 of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R1 05 .3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are require not the City's, and t t I must obtain such permits prior to wo T:\RVESS\BLDG-forms-brochures\2004-BuiIdingpermit.wpd Applicant: Date: 11/16/04 TIm 12:20 ~~ 360 681 0780 Water Deloris Place BUY-RITE SEQUIM ,/ / _~>:~~i~ 28X60 Mfg - Hom.e /., (' I ConcreteWalk 14J 002 . ,/ /1 ,/ I I 1 I I I I I If-- i ~ 15' I I I I 1. Cancr te Walk I I I ,/ .,/u. ,/ ------------.-------- .... .~ __ . . _ J.~':"I>.."'-A*~"'''-__'' ,/ ~ine to D air 1-:- -- - I ~Phone . I'. ]Power e Sewer Thomas & Irene Wilcox 1619 Deloris Place Port Ange1.es Parcel # 063000490220 -i - 10.00' , ~t) 5'-4.. Ie I ~2~.OO' - - I II I ::: I (J I i ---;:;.... 'I"'" '~ '..~d. ~ <~ '.' ~~ , CITY OF PORTANGELES DEPARTMENT OF coMMONrrY DEVELOPMENT - Bun..DING DMSION 321 EAST STH S1REET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use property Zoning . . . Application valuation 04-00001065 Date 11/18/04 .992710 1619 DELORES PL 06- 3 0- 00..,4., 9- 0220-00.00- RES MANUFACTURED HOME RS9 RESDNTL SINGLE FAMILY 82316 Owner Contractor WILCOX, THOMAS/IRENE 227 FOREST AVE PORT ANGELES (360) 452-7690 Structure Information Construction Type Occupancy Type Other struct info . OWNER WA 98362 1600SF MABNNQFACTURED 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 17.60 1~00 9060.00 1600.00 1600.00 1.00 ___~______w_________________________________________________________________ Permit . . . . Additional desc Permit Fee Issue Date Expiration Date BL MANUFACTURED HOME 1600SF KARSTEN KSDLX-60093 230.00 Plan Check Fee 11/16/04 Valuation 5/18/05 .00 82316 BASE FEE tit ens ion 230.00 ""-- qs..... Qty Unit Charge Per - -------------------------------------~-------------------------------------- -Q , .. Special Notes and Comments 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-El When roof gutters are installed, drains will loc~ted 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. 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 mfg home on a residential lot in the RS-9 zone. Setbacks as shown on the revised plan are correct and lot coverage is good. No land use issues are expected under the revised site plan. Electrical load calculations and elctrical permits are required.' Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. "l1 - 2: ~ r k p ;,~ -., o ~ ~ A- ---------~--~----------~---~----------------------~------------------------- Other Fees . .. . .. .. .. . .-... . SEWER SYSTEM .DELV CHARGE 745.00 SeparatePennits are required for electrical work, SEPA, Shoreline, ESA, utiiities, private and public improvements. This permit becQmes null and void if work or construction authorized Is 1J0t commenced with.in'18.Q (lays" if construction orwork issusp~ncfed. ~r~~~ancfonecf 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 inspectio '., certify that I have read and eXamined this application and know the same to be true and correct Ail provisions of ordinances verning this type of work ~"be complied with whether specified herein or not The granting of apennit doe~not surne give autho 'ty to violate r cancel the p'ro Ision of any 'state or local law regulating construction or the performance of n ctI Signature of .Contractor or Authorized Agent Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1 W2.1S [11/1412003] ,~., '.., .'.;.;-.,. r) BUILDING PERMIT INSPECTION RECORD i'" '-, : t " 1 CALL 411-4815 FOR BUILDING INSPECTIONS; CALL 417-4735 FOR ELECTRICAL INSPECfIONS. PI;;EASE PROVIDE A MINIMUM 24 HOUR: NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. J.>>OST J.>>ERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS 1 YES 1 NO FOUNDATION: . FOOTINGS ! WALLS FOUNDATION DRAlNAGEJDOWN spours ELEcnuCAL (UGHT DEPT) SEPARATE PERMIT: 1# . ROUGH-IN T 1 PLUMBING . UNDER FLOOR I SLAB ROUGH.IN WATER LINE (METER TO BLOG) GAS LINE BACK-FLOW I WATER AIR SEAL WALLS I CEILING '. -I 1 I FRAMING JOISTS I GIRDERS SHEAR W ALLIHOLD DOWNS WALLS IRooF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY)' T~BAR INSULATION SLAB I. WALL I FLOOR I CEll.ING 1 I t MECHANICAL HEAT PUMP GAS LINE '. . WOOD.STO~ I PELLET I ClDMNEY HOOD I DUCTS PW UTlLmES I SITE WORK ' (Engineering Division) SEPARATE PERMIT /I's: WATERLINE I METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: ,PARKINGlLIGHTING ESA: LANDSCAPING . ,. SHORELINE: FIN#INSPJ<<:TIONS REQUlRf.:!,) P.RIORTO OCCUPANCYIUSE ., RESIDENTIAL' DATE YES NO COMMERCIAL DATE ACCEPTED , YES NO '.. " '.' . EI.ECTRiCAL . ELEC:TIqCAL. UGHT DEPT. 417-4735 UGHT DEPT. CONSTRUCTION R. W.I PWI CONSTRUCTION ~ R. W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. p- - PLANNING DEPT. 417-4750 . PLANNING DEPT. "- BUILDING 417-4815 BuILDING .. T:\PLANNING\FORMS\1102.15 (1111412003) :'1. CITY OF PORT ANGELES DEPARTMENT OF coMMUNitY DEVELOPMENT. - BUILDINGDMSION .. 321EAST 5TH STREET, PORT ANGELES,W A 98362 Application Number. . . . . 04-00001065 Pin number . . . . . . .992710 page 2 Date 11/18/04 - - - - - - - _..: - ~ - - -....- -; - - - - - '"!_-... - - - - - - - -.- -,- - - - - ~ ~,7 - - - - - -.-.,:","'-- - - - ~.-'- -... - - - - - - - - -.- - - -.-- Other Fees '. . STATE SURCHARGE 4.50 PW WATER SYSTEM.' USE' FEE 1025.00 Fee sununary 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 Se.. pac rate..p. e.,.rm.lt.s. are required. for electrical wOe rk, S. E..PA... '. .S. ,.ho. .re.l.lne, E.. SA,. u. U1iti~s. I. p.riva.t!'l.an. d public improvem. .e. nts. Thl. s.p... e. rm...I...t....J:!.....':i...c.'. Orn...es... .,. ' . "... ",. ,'. .. " '0' , ". .,:.,... ., ,... ,,' . "....'!'...h.4i..,e.'. ."" nullanClVo,ld if work or cOnstruction authorized Is not cClllimenced Within+80'days, if construction or work Issuspen~edora~~f1,,dolled for a p~riod of 189 days after the work as commenced, orif re,9ulred InsPtic:tJons h~ve not been requesti3d within18~da~~!i1the I~st h1speCtlon. 'I hen;lby certify that I have read and eXamined this appllcatiori'and know the same to be true and correct.AUproyi~lons of laws and orcJinancE!s governing this type of work will be complied with whe,ttJer specified herein or not. . The granting'of:a PE!mi!t;~oes not presume to · give authority to violate or cancel the provisions of any . state or local law regulating construction or the perlonflal'lceof construction. . T:\PLANNING\FORMS\II02.1S [1111412003] Date Signature of Contractor or Authorized Agent Date Signature of Owner (ifowrieris builder) BUll.DING PERMIT'Il'lSPECfION RECORD ..--; CALL 411-4815 FOR BUILDING INSPECTIONS. CALL 417-4135 FOR ELECfRlCAL INSPECfIONS. '. PLEASEPROVlDE'A MlNIMUM~!4'H0URNOTICE; 'FFISUNLAWFUL TOeOVER,'INSULATE:ORCON~L ANY WORK BEFORE . . ;INSPEcrIj:DANDA~CE.PTE1).POST PERMIT IN A CO~SPIctJOUS LOCATION. . . KEEP PERMIT CARDANDAPPROVED PLANS AT J0B SITE INSPECTION TYPE -cc DATE I" ACCEPTED . COMMENTS I YES 1 NO F.OUNDATION: ~;;~;2 ~,~-ot{ J.t" FOOTINGS 8/,;dv/"'t!-~ 1-' <1 -as- J.L,. WALLS " . FOUNDATION DRAlNAGE/DQWN SPOUTS ELE~CAL\ .' (UGHTDBP11 SBPARATE~:iI .... ROUGH;JN r .1> . I c' 1 . c. PLU~ING . . UNDER FLOOR 1 SLAB , ROUGH-fl\I, ....... '.' .' WATER LINE (METER TO BLDG) '-,7-.Q5" UL0 GAS~ . '. . I BACKFLOWIW ATER ..' . . AIR SEAL. WALLS I CElLfl\IG 1 FRAMING . JOISTS 1 GIRDERS '" SHBARWALLIHOLD DOWNS ,. WALLSI ROOF 1 CElUNG , .. DRYWALL (INTERIOR BRACED PANEL ONLY) I.. T-BAR .' INSULATION SLAB I WALL 1 FLOOR 1 CEILING I I MECHANIC~ :. HEAT PUMP . GAS LINE . , WOOD STOVE 1 PELLET/CHIMNEY . : \,. '. ., HOODI DUcts , < '. .... . PW U1'ILITIES 1 SITE WORK {Bn&iriec:ring DivisiooFSBPARA TE'PERMIT "'s: . ~ ~. . .' ' '. WATERLINE 1 METER SEWER CONNECTION '. SANITARY C .... STORM .' PLANNING DEPT. SEPARATE PERMIT ii's "C SEPA: PARKlNGlLlGHTING . ESA: .' LAN~~,CAP1NG .' SHO~1JNE: , .. . ~.., ..... ". .,.... C" ,INA!;JIN8,PWfIONS REQU~ PRIOR TO OCCUP~cylU~~;;, , .' <iv.. ,,' , I.... RESiDENTIAL . ....... 'oATE' YES' NO COMMERCIAL DATE.... , .n;A~C.~~ . , . "YEs <'NO' .~. , I..." ,., ",',:.R;; . .. . .,' ..' ELECTRlCAL- UGHT DEPT. .417-4735 ., ELECTRICAL . ; I" ..' UGHTDEPT'" CONSTRUCTION R.W. 1 PWI .... CONSTRUCTION - R.W. .. ENGINEERING 417-4807 .s;.I.).N-I)5" TP PW 1 ENGINEERING FIRS . '.' '417.4653 FIRE DEPT. . .. " . '. " . PLANNING DEPT." " 417-4750 . PLANNING DEPT. Ei-Iq- (j$ .-JI-f.... H' '. ". BUILDING -.. 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [1111412003] .~ ~- r.. ~~. CITY OF PORT ANGELES DEP ARThlENT OFCO~ DEVELQ~MENT,..BUlLDING DMSION , , '321 BAST5TH~!RBET, PORT ANGELES, WA 98362 Application Number ,!:'ip number . .'. . Property 1\<idress AB~E~~,OR P~CIi:L NUMBER: APplica~iondescription slibdidsion,Name Property Use, . . . . Prope~y Zoning". . . Application valuation , . .' 04-00001065 Date ,992710 1619 DELORES PL , 06-30-00-4-9~p22~~0000- RES MANUFACTti'REDHOME RS9 RESDNTL' SINGLBPAMILY 82316 OWner Contractor , , ---------------------.-- WILCOJ!:/, THOMAS/IRENE 227 FOREST AVE PORT ANGELES . (3~O) 452'':7690 -----... Structure Information, COnStruction TYPe Occupancy Type Other struct info OWNER WA 98362 1600SP MABNNUFACTURlm HOMS TYPE V NON-RATED", SINGLE PAM &'cONGREGATES TOTAL % WTcOVERAGB EXISTING WT, GOVERAGE LOT SIZE , PROPOSED' ,LOT : C9VERAGE TOTAL LOT COygRAGE ~ER OF UNITS 17.60 1.00 9060.00 1600.00 1600.00 1.00 -----------------~-----~--------------------~-~~-~~-~----------------------- Permit . . , '. Additionaldesc , Permit Fee Issue Date Expiration' Date DRIVEWAY INSTALLATION , 3.45.00 11/18/04 5/:18/05 Plan Check Fee .Valuation .00 o Qty Unit Charge Per BASE FEE Extension 145.00 ~---~-------~------------~--_._---------------~~-------~--._---------------- Permit . , . . , . Additional desc . PerinitFee. . Issue Date ExPiration Date SANITARY SEWER HOOK.Uf 95.00 1l!la/04 5/18/05; " Plan Check Fee Valuation .00 82316 Qty Unit Charge Per 1.00 95,0000 EA SAN SEIfER HoOm Extension 95:00 --------~---"-----~----~-------------~-------~~-~--------------------------- Special Notes and Conunents , Building addresssignsball, .not be less, :tfuUi6" & not more than: 128 lnheight. Numbers colorsmust,'cozll1rastwith wall color' they aremounteq. on. .... <ord:14 .36. 050-E)< When roof gutters are 1nstalled,~ainswhll6cat~d in dry wel],s.or piped to approvedstormdrain'locations: Manufactured home must be pit set so that no more than 12" of skirting is visabie above grade . ..... . .' .' Areside:ntial fire sprinkler system shall be installed per NFPA 13D will be reqUired, ...' ...' 2nd option is t.o. install an. out', side ,alarm 'bell. that. is elEltroniclyconnectedto theresidencei~,smoke detecto:r13' The alarm bell will be painted red in c~lor'andTdentified as ' "Fire' alarm" The proposal will result in theplacementofamfghome on a Separate Permits are req!Jired forelectrical work; SEP AiShoreline, ESA, utilitie~. private and public improvements. Thi~. ' null a~~Y9Id if work orconstruction authorized Is, not cQmmencedwfthin::"~O da~..ifconstructlon orworl<Js suspen4,~" for ,8 petjpdof 1~Q.days after the work as commenced, or if required Iri,sJ?8ctions'have not been requested Witl)in 18 " , insp~ctl~I'(I~ller.~by certlty that I have read aQd eXamined this application" ' ,ow the same to be true and cO . 'ns of laws and,'; "'o~eniirigthis typeofwork~!I,be cornplied withwh~th ,,'Ifled herein o~ not. Ttie gf~l:1tl ':, _;"",snot pr ,e,autho W t viol.ate or cancel the provisions of .any' state or local law reg'ulating construction or theJ)ef!orrnanceof e<ons on. ' . " " . . , ,~".' . (i;;<:/~~:-;~i;,i;\it:"u;- < ,.,,-. <L~:~;~~;~:}~tl:Jt ~_ . , i.,'.' fj);';-;..,-:\, .-';"- ~ .'~i:f>T;:~:> ,'~-~i~\~:':~:-"~' " .-'-~ ;:-~[ J:~c;~,1;:~~;i~:i3it!~~~~~T;ri: ;r":f-, ':':1, ~\S'~("-p:;i:~;:-" . . ,. ........~.......... ~. '-'- ' .- ,'-" ~ . . .t. . BUILDING PERMIT INSPECTION RECORD. '-',~"ff.l:'F-ri;~~~:;~'lg'V;.:- '0,' .- " '-.,-:!",~,>,,\ . ""-',:-x>'r~]f;''1~~7~'':''';!~::'f,r,;-'~~'''_:;,:~~~t~ .,... .. . . CALL 4174815 FOR BUILDINdINSPECTIONS. CALL 417-4715 FORELECTRICAL INSPECTIONS. , ' PLEASE PROVIDE. A.... ..' MIN..lMUM.24 HOUR NOTICE. IT IS lfl!/LAWFUL TO COVER, INSULATE OR..CON.CEAL ANYWORKBBFORE ,', _' ;', _:"".' __.''', __"_~____'""_~:~__.,.,,~_,,,..__.,"__~' ,_,_"".,-y",..o_",,,..,"', _","", "_L_"-"_'/": . ... "lNSPECTBDAND'4(lqEPTED. POSTPERMITiNACONSPICUOUSLOCATION;" '.' KEEP pERmIT CARD AND APPROVED PLANS AT JOB SITE . ....,. . ,.. ..' , INSPECTION TYPE 7/DATE ACCEPTED ...... ... . . COMMENTS . ,. / ..... - '. '. . . YES .1 NO . .. .. .... ... FOUNDATION: ..' .' ..' x .'. . " FOOTINGS ..' I WALLS I .. FOUNDATION riiwNAGEIDOWN SPOUTS 1..... '.' . . . . '.' . ." (LIGHT DEP'I)"SEP~TE PERMIT: # .... ELECTRICAL ROUGH-IN. . ....1. I .. I .. PLUMBING' '. . .... .... .' .- . . . 'tiNDER FLOOR! SLAB ........ .... . ..' . ROUGH-IN ..' .'. . . .' WAW UNE(METERTO BLOO) . .... GAS LINE.. . '.' '. '. .' BA~FLOW!WATER ....... .' . '" .. .... .,' x .... .. , AIR SEAL - '. . '. .... I '. WALLS < .'. CEILING'" I . .- l . .' JlR.U1I1'-fG ...... '. . ". JOISTSJ~ERS . . > x SHE~WAi.uHoLb DOWNS ..... ',' . '" wALLshqoFi~ILING '. '. ....... ..... , DRYW.ill,.(INTERIORBRACEDPANEI.ONLY). . ". T.BAIt : "C. . ..... " . "",' . . . -- .. INSULATION .. '.' SLAB . l[ I .' wALL /FLooR! cEiLING . " r . I .... < ; . i .. '....., .. .' .... i MECHANICAL . . " .< " HEA1'PUMP ..... ..... .......... .. " GAS L!NE './, " : t WOOD srovE}P~LLET j CHl}dNEY .... '" . : k . HooD/DuCTs",-", , . .. - . . ",..7>,.,,,,,;_,,,;.,,-,-< (Englill,ering Division) '.' SEPARATE PERMrt/l's: '''''.' '" c ".~ PW UTluTmsfSlnWPRK WATERLINE/METER .... . , .... cc-. .., ..... . SEWERCO!-lNEcnON , Ie "'.' .. '. ...... ). ... , SANITARY . , . ..... , .' ... '.' STORM .... ..... ./:'> ...... .. . '.' .. >< . PlWffllNG DEPT. SEPARATEPERMIT/I's .... .. .'" SEPA: ." ... , "; ., PARKINGILIGuTlNG ,.... . ESA: LANDSCAPINq '.. . .,." .....: i.. SHORELINE: . , ". ,". ,.'..".... ". ..... '. .. .....,,"'.-;..... . ",,). .< ." ,;;': .... ,. . ,,~m~~JN$PECJ.(O~S ~VIR,E~.rI!J.OR~OCCVPANCYI1JS~;t" '" ... ......,'.'.l,;'), .... .> . RESID&N1'fAl. .. . " DATE ~'.' 'J" I;.NO I COMMERCIAL ,.i;'~I)~;!_-\, ;'.';,~~~~~D";.. '..' ,'., ;":"; "..,' , ... ". ;,.-...,: >. "'. .)::;i! ..... " ..',' .-.. '.. .. .... ;,;..-,NiSj; i~J~ "P"'. ELECfiUCo'\L:UGHT DEPT. '-417~73,{ . . " '. EL'EcnUCAt .;"l 'd""" "', .. :- 1':"'>: .. " ....:" .- ':.............:...:'..; . """':",'.' UOHT:DEPT. ., :/.' ',:; CONSTRUCTION-R.W.! PW! .- . ..' CONSTRUCTiON ~ R. W; '..-,'" ENGINEERING '. . 417-4807 PW I ENGINEERING ..' - .; .. ..c.... FIRE DEPT.< ':-; .. .- , FIRE,'"" '. .' 41'7c~~ .. .' '. ..... '..... .',. . 'cO< ,- PL~G DEn.;. "". " ., 4174i50 -'. .. o '. '.' ........ " ". ,'.... .,' PLANl-lJNGDEPT, . . BUILDING: " >C". .,. ...... '4ii.4sis - -- ........ .... BUILDING .. '., I, '. T:\PLANNING\FORMS\lt02;tS {t 1/1412003) 0i..{I 'Q1 ~~ ,.,-, " .. '.", ...... ...,..,....-.... ..c'.'.........'.......'.........;.:.._..:_...::..::::,........:............... :,.:.......... .," ....:..'...'.':...:......:'.._.. .. .._.....,>:.. .... .. ......-. H .. >:'(;J.TYiQFPORTANGEI.,ES DEPARTMENT OFCO~YDEVELq:pMENT - BUILDING DIVISION 321 EAST 5TH STREET, POln).NGELES,WA 98362 ~' Application Number . . ., . 04-00001065 fin number . . . . . . .992710 Page 2 Date 11/18/04 - -.;. - - - -- - - '';'" - - ~ - - - - - -.- - -....,- --~ - - -.- - - ="" - - -.-" - -.-" '.. ..,:- - ....~.:-::-...'....'.....~ ~:~..;;"-'...,- - "7'.,- - ",--" -.. ",."" -- Special Notes and Comments residential lot in the RS-9 zone. Setbacksassh6wn on the revised plan are correct and lot coverage i~. g"9~' No land use issues 'are expected under the revised site plan. Electrical load calculations and elctricalpermits are required. , . ...., .i<<. , Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. """- -----'-,_.. - --.' -:...;- ,;,.;...;..-........ -----.. --.' - -',-,- .;.----...;_.-.............---~,--.-,-~~-... -.--" --- -- -.-- -:... ---....-- .. .. .. .. .-.. ...........~ other F'ees SEWER .8YS'l:EMDELV CHARGE STATE SURCHARGE PW WATER. SYSTEM USE F'EE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due permit Fee Total flan'Check Total Other.F'ee '.I:'otal Grand Total 240.00 .00 1774.50 2014.50 240.00. .00 .00 00 1774.50 .00 2014.50 .00 .00 .00 .00 .00 Separate ~ermltsare requiredfor elecbical work..SEflA.~lloreline. ESA; utiliti~~f~rl.vatel3~d public impl'Ovem~nts. Tilispe,@lt ~ecol1'les null an~\!old iJ.work ()rconstructionauthorizedis,nqtpp.rillJumced Wlthin189.d~Ys;if construction or work Is .susPllndeci()rab~.!ldoned. for a period of 180 days after the work as commenced~!or:ifIe,c:aulred.Jnspe~ti,C)n~"ha.ve not b.een requeste~wlthin,.180daysfroi1lthe .Iast Inspection. ....I.hereby certify that I have readandeX<1ri1iry~dttl!~applicatiqri~ry~.lo'lo""thesame lobe true an~.colTeclAiI.pl'O.visions of laws and ordinances govemingthis type of work wiUpeCQ!'Tlplied with whethel'specified herein or not The granting ota pe/'l'llitdoes not presume togi.ve authority.toviplateor cancel the provisions of antstateorlocallawregulating construction or the performance of construction. . '. . Signature of Contractor or Authorized Agent Date SlgQatureof Owner (If owner is builder) Date T:\PLANNING\FORMS\II02.IS [1111412003) , --,----, BUD..DING PERMIT INSPECTION RECORD .....- . -~~M....__.....lo CALL 417-4815 FOR BUILDING INSPECfIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PI!RMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (UGHT DEP1) SEPARATE PERMIT: # i ROUGH-IN I I , I PLUMBING UNDER FLOOR! SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW !WATER AIR SEAL WALLS I I CEILING I I FRAMING JOISTS! GIRDERS SHEAR WALLlHOLD DOWNS WALLS! ROOF! CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR , INSULATION SLAB WALL! FLOOR! CEILING I MECHANICAL HEAT PUMP -C- GAS LINE , WOOD STOVE! PELLET! CHIMNEY : ,.. " HOOD! DUCTS PW UTILITIES I SITE WORK . (Engineering Division) SEPARATE PERMIT #'5: .;'.~ - WATERLINE! METER I SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKINGlLIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ,ACCEPTED YES NO ELECTRICAL. LIGHT DEPT. 417-473S ELECTRICAL LIGHT DEPT CONSTRUCTION R. W.! PW! {:'9.~-o} vi:: CONSTRUCTION - R. W. ENGINEERING 417-4807 PW I.ENGINEERlNG FIRE 417-46S3 FIRE DEPT~ PLANNING DEPT." 417-47SO PLANNING DEPT. '" BUILDING 417-481S BUILDING T:\PLANNlNG\FORMS\1102.1S [11/1412003] PREPARED 5/09/05, 16:32:06 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 1 5/09/05 WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 04-00001065 RES MANUFACTURED HOME SUBDIV: PHONE PHONE: (360) 452-7690 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 12/28/04 JLL 12/28/04 AP BLBT 01 1/19/05 JLL 1/20/05 AP PL6 01 1/27/05 JLL 1/27/05 AP BL99 01 5/04/05 JLL 5/04/05 DA BL99 02 l!4jo,;S- 4L(=> -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING FOUNDATION MONO SLAB BIRDI 681-0777 BUILDING BLOCK AND TIEDOWNS BERTIE 681-0777 PLUMBING WATER SUPPLY TIME: 17:00 Bruce 808-4758 BUILDING FINAL BIRDI 681-0777 05/04/2005 11:42 AM JLIERLY 05/04/2005 04:15 PM JLIERLY ---------------------------- house address numbers required/no access to fire bell test/j 11 BUILDING FINAL 05/09/2005 04:31 PM JLIERLY ---------------------------- BUlL DIVISION RT ANGELES * Correction Notice Job Located at -J& I~ ..., De I 01'-1' '- Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~ ~ WQU~~ A,'t:~::il{fS.S ~( , & ~&-f hfLo- kl:~.s ~ & fA ( )jt't-n ::r 'f-L .f- ii-lJ-L 'oIL.. These corrections must be made and are not to be covered until reinspection is mad~ When corr;2..tions have been made, please call 'f" - 4 y/S . for inspection. Date -~JI1..) -c5!L- Inspector for Building Division DO NOT REMOVE THIS TAG I ;fl ~. '" ~; :l!f' 11! :.t;, '). ~'-- Fill out COMPLETELY and in INK. Your application,.and site plan MUST BE COMPLETE to be accepted forreview. Ify,ou have any questions, call . ' '0" -If PERMITS (360) 417-4815 ~FAX(36q)417-4711 FOR OFFICIAL USE ONLY: Date Rec.:-4AAJ- lit#:O't..../Ob~ . ate Approved: IJ II b Date:lssued: ~1, ~~.,.J,.t-i~ '0'1__." _ '.,' BUILDING'PERMIT;. APPLICATION ~l}; ,,- \. oe.... ~om-e...S, ~c:\~\ 0(' I. ~~ crO~i;' , ~l) _ Applicant or Agent:T~Q~ S ~ -r.P"!~'l1~' ~,\c ~ 7< ~ .. Phone: (.;f.e.lJ) 4 f:) ~ ~ (b <4. C) ~\vtCt. <"~V\a. ~rom. e; '~ ~ " b' ~~ Owner:bQ,~~$ (...Q\Clr l \'Yl~ ~~ ~ Y)(lt'~ I;~" vrl, one: ~Ac.~-A,,,-,., . ~ ~ ~~'>~ ~()'" "cm,,~ ~ l()~ ~P()\'<t Address: Q. tl . ~o"'J... -, C\ City:' <;rl ~~\.\fl VV\ \~, .. Zip: ';9.~ (\~ er' " Architect/Engineer: ~~a..S\-~ to. ~~'lY\~ ~ . ~ Phone: \ ....5<<J () - ~~l., -6 (9D - , ~\..) '1 e..:\..\\ ~ "', .. Contractor ~W",\"'~~\:~ 'J..t\'N\~ ~ State License #: N~ ~ 0 e Exp:~ Phone:(}bil'~ b<g~~ll Address: ~ t::} q \.l ~ '3 ~ \~'n\ ~L{ " \ 'tl \ City:~U \ yy\ Zip: q. 51 ,3 <;? 2- PROJECT ADDRESS: tb ~ q" Oe\t\~e,s. \'L ZONING: R59' .' ~ ~("" "C ';f., ...t;:}l,'7 7~ LEGAL DESCRIPTION: Lot: "2.4. Block: Subdivision: ~<=t\<e's' CLALLAM COUNTY PARCEL NUMBER: O'=':S DD.':S 4'7 ~ 2Z6Cr'Y"'r"'\ Credit Card Holder Name: Billing Address: Credit CardType VISA MC # TYPE OF WORK: '" Residential N. New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial, 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: ^ SIZEN ALUATION: o Stove , 'b D ~ SF. @ $ I..i~"~ /SF. = $ '1;1.12.. () ~ ~'~ . . '( _SF. @ $- C/SF. = $--': - o D",,,,,,,, SF. @ $ /SF. = $ o Other ' TOTAL VALUATIO~ $ ~ N\; ,,\'_~lj ~ ~ctmJ' ~~ o""m~A.1 ' \~~~ ~ ~ -," \ " COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: L Lot Size: <1 bbD lS:l Existing Sq. Ft. ~ & Proposed Sq. Ft. L(QQQ.. = TOTAL Sq. Ft.lbDOf- " Totallot coverage_ /7 ;k,~ ESAIW etland(s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: APPROVALS: PLAN: ., BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply Witll cunent fee schedules. Contact the Pennit 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 pennit application and construction plans are submitted. All other pemrit fees are due at the time of pennit issuance. EXPIRATION OF PlJAN REVIEW: Ifno pemrit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of tlle Uniform Building Code, cunent edition). No application can be extended more than once. - I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. Applicant:#icA e~ Date: II! I <.J )IJ </ . 'I, T:\FORMS\APPS\Buildingpermit. wpd PREPARED 1/19/05, 12:05:50 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 11 1/19/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL SUBDIV: PHONE PHONE: (360) 452-7690 WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 04-00001065 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 12/28/04 JLL BUILDING FOUNDATION MONO SLAB 12/28/04 AP BIRDI 681-0777 BLBT 01 ~19 05 ~ BUILDING BLOCK AND TIEDOWNS ~ BERTIE 681-0777 ------------- ------------------------ COMMENTS AND NOTES -------------------------------------- \ ---1!.l!~_...____.._____~____._.._ ~___., ~ ! J Jb f>R J~ I i~ ~ " , " ,- ,/,/' L ,/ " . <;;,_......,H'[: '" .3 " " '" ~\ ~ to' ._--._.__....__..----_.._..~- . ~ .~h9r. I-- ~ ~Il.€ ~.. \\ 4-.-~J -l-o ~-4 ~~)'OIL'S.. ~o i.... ~~s LoL...};ooJ fINAL CONFIRMATION - - KARSTEN FACTORY ORDER or . o,).Jo~ s,~ 00..:><-1 ~p..ul- -:- F..,*. u J. . ~~O~ ~ 1&... ~ ""~" h.J' (bp ~ ~,)~L~f.tD lB' ~ ~il-4w \ ~f!" S: Vl::.u'/-' I.....J-.~ J I ACKNOWLEDGE THA fALL PREVIOUS KARSTEN BUILD SHEETS ARE INVALID, THE UPGRADES AND OPTIONS ON THIS SHEET - I!RE COIJRECT &fg TO MY SATlSFACTlOIj. - NO FURTHER CHANGES WILL BE SUBMITTED, - - " CUSTOMER ACCEPTANCE '~- I" L-t.~ ~ ~'D ~ c. <>l) tr ;~'~4~. DEALER ACCEPTANCE W , ' L. +::- ~~ 'y DATE~ c)1 - p, 'u. 5:" '-e Be- \\" t) 1rnV\.s. ~ .::G>~"'t.. \J0,lc C) 1 "T>,,-- \ -p . L :r. -'- '-Xt.-& t. I ~ ~ Lbt 2.~ ~'1\e!;. fHf' M",^-~ A!" 1b \ '" S. 'D~\(J{>e s PI. d I (~OL)( _ ~coq3 2.81 ~ Co 0 ' 2..00? me -e.... Wlt", 'S~f"U"' G-Mcl q Sf ~Oi>'L~: J''-'bf. f ~ 0 0 s,.~. SIn L.b b 0 CITY OF PORT AN'GELES - Con$tI'Uctio'n P/a~8 Is rmit based upon these plans, spec/fi. Thca:o~~ri~ceot~~~da: shall not preve?l the bUi!dingloffjCi~d' , . the COrrection of errors n sal from therea,::oe~UI~~: other data, or from preventi~g plans, Specl, , 'ed thereunder when In building open:tions being ca~ on 0" this jurisdiction. violation of all codes and o~l~ances . (SECTION 303(c) . U iform wldrn Cod~ AP~;fate J ~ 0 By .. Q ('t -"t 13~ g ~-J m FilE ~ p; .t- ~&:-l- ...y 12.." i2.e-c1~ 1 ~Ifl>< S3WOH N3.LSCllPf: wO~:J ./ ./ --~ CP ~./ ./ ~/"-'---~\-F~~:~~--~2X2 .;.. ~-- Carport /' -::----.// ---==.=:==:=------ \ ./ ~. ------------ ,..' ./.............' ~..~ () .// . -------- . ....<"' ./-- ~~............. 11/16/04 Tlm 12:20 FAX 360 681 0780 Water BUY-RITE SEQUIM ./ ./ ./ /' Proposed 28X60 Mfg-HoUle ..' " r I ConcreteWalk l4J 002 ./ ./1 I I I I I I If..- I 1 I 1. I I I nine to Dr-air. i ~ 15' I Concr te Walk . - -.... )...c-..:'30.-...-..c-.......,. -~_r_~' ,/ --.--------.------- I ~2~.OO' - - I 1- - -- I ~Phone . I'. Jpower . Sewer Thomas & Irene Wilcox 1619 Deloris Place Port Angeles Parcel * 063000490220 -.. - 10.00' , ,zo Sc.c..f e 'I I :: 10 RECOMMENDED INSTALLATION PKOCED1UKES KAa. st e V)t\OM-e.S ----- \\.e.. Uow,,", ~~o st'r 0 Wl Se-\- - 4~ 'IY1AI'l4A I 200L( -~oo5 I . .;),1 ~f\~-e...s ,I .~'oom~s~.:::I1Z..e.V\~ \l.:)\\~o ^ S(n '2b(DO~ IbOO S.y . 2.oo~ 'K~rLsteYl \<.sot.~-IoOoq3 \).:),"\ ~ .. ~~- ~()& ~ 1200 Wilco Road Stayton, OR 97383 Phone: 503.769.6333 Fax: 503.769.6022 a t T1IJ3LB OF CONTBNTS PAGB CHAPTER 1 - INTRODUCTION 1.1 How to use this manual 1.2 pre-installation Considerations . 1 1 . . 1 1 . 2 1.3 safety 1.4 Consumer information card CHAPTER 2 - DEFINITIONS CHAPTER 3 - SITE PREPARATION 3.1 Location and layout 3.1.1 USe of Zone maps 3.1.2 Access fb~. transporter '" 3.1.3 Encroachments and setback distances 3 . 1. 4 Issuance of permits .. . . , . 3 j . ~ . .3 . '3 . 3 3 .,. - . 3 . 4 4 .3 . 2 Soil condit.ions. . 3.2.1 Requirements. . . 3.2.2 Searing capaoity. . . . . . . . . 3.2.3 Soil bearing testing methods and equipment. 3.3 Removal of organio material. 3.4 Drainage. . 3.4.1 Purpose. .... 3.4.2 Elimination of depressions 3.4.3 Drainage structures. . ";. . 3.5 Ground 3.5.1 3.5.2 3.5.3 moistUre oontrol . Importanoe . . . . . Aooeptable types of ground Proper installation. . . Cover . . 4 . 4 o. . 4 .. . 4 . 4 4 . . . 4 . . 4. CHAPTER 4 - FOUNDATIONS 4 . 1 Piers 4.1.1 4,1.2 . . . Importanoe. . . Acceptable types. 7 7 7 1. 4.1.3, 4.1. 4 4.1.5 Des,ign regui,.rements. Design proc'ea'Ur,es LOcation and spaci'ng . .~ I ! L Ii Footings . ~ . , , . . , . .... ' 00' 4.2 . 1 Aooeptable types of footi:ng;s., 4 2 2 Placement in freezing olimate's 4:2:3 Proper sizing of footings. . 4.3 Spec~al ConditiOris 4.3..1 Flood,,:",prone areas . . . 4.3.2 Special snow load conditions'~ 4.2 , . . , . , . .~. . . . .; 4.4 Basemerrt FoundatioTl's'. 4.5 Important reference docum.ents, . ',.. ,. CHAPTER 5 - SE~UP PROOEO,URES 5.1- Moving home to location. , . 5.2 Set-up 5.2.1 5.2.2 5.2.3 Procedure . , . , . . , . Leveling ,and blocking. . " . ,il . . . Single Wide Set-ul? Pro,<;:e,dure.: Pier oFO\:1!ndation Multiwide Set-up ,Proce4~~e: Pier Foun~~tion 5.3 Anchoring Instructions . . . . , '5.3,1 ,Number and Location of Anchors 5.3.2 Installation of Anohors 5.3.3 Strap Ten~ioning. . , . . 5.3.4 Optional Oyer-The~Roof straps 5.3.5 Severe Climatio Conditions . . .. . . 5.4 Installation of on-site attaohed structures 5.4.1 Expanding Rooms. .... 5.4. 2 A ttaohed Ga!t'ages. 0 5.4.3 Forcbes, .; . . . . . . 5.4.4 Steps, stairways and landings . . 5. 5 Skirting . CHAPTER 6 - INSTALLATION OP OPTIONAL FEATURES 6.1 Hinged roofs and eaves . 6.2 Awnings '~nd carports . Misoellaneous Lights and Fixtures 6.3.1 Exterior Lights 6.3.2 Ceiling Fans. 6.3 . ' ii . 7 . 8 . 8 .9 9 .10 .1b ,10 .10 .10 .11 .~1 .23 .2'3 .23 .24 .26 .29 . .2~ .29 .30 .30 . :),0 .30 .30 .30 .31 .31 .31 .46 .46 .46 .46 .46 ~ ,- OHAPTER 2 - DEFINITIONS Anoboring Equip~ent. straps, cables, turnbuckles and chains, inoludingtensioning devices, that are. ~se~ with ties to seoure ,a manufactured home to ground. anch0~s~ , , .' AnOhoring Systam. A combination of ties, anphorin~ ' equipment, and ground anchors that will, when pro~erly, des igned and. ins,tall ed, res ist the wind's overturJ.1lling the home or'moving it sideways. Footing. That part of the support system that'sit~ .directly on the ground at, below or partly below grad~.to sppport the piers " . . Piers. That' portion of ,the support system between: the footing and the manufactured,home, exclusive of C$ps and shims. 'Types of piers include, ,but are not limite~ to, the fOl1.owing::,' ' 1.Manufactu~ed steel stands; 2. Manufactured ooncrete stands; 3. Concrete bloOKS. ' Site, Hanuf~otu're~ Ho~e.' A parcel of land designe\~ ~nd designated for the looation of one,manufactured hO,i,Jle, its accessory buildings or structures, and accessory ~W1ipment for exclusive use of the home's occupants. stabilizing System. A combination of properly in~~alled anchoring and support systems. . stand, HanUf~otured Home. That area of amanUfact~red home site which has been reserved for placement of a. ma!~lufaotured home. , " support System., A combination of footings,' piers, caps apd 'shims that will , when properly installed, 'support 1~:he . 1I1anufactur~d home. 2 3.1 3.1.1 CHAPTER 3 - SITE PREPARATION ., 'j ~ :J , ;j Looation ~d Layout Use of zone m~pa. Your home is designed for cer~~in weather .conditions and roof ioads. (See zone map~, , pe~anently.attached near home~s main electrical ~anel (or other location) and in Figure 3.10f this manual.}; Do not site'or'relocate. your home. in a zone requiring gr~ater wind, . roof ..l.oad, or ,heat~ng/cooling oapabiliti~s.. t/l1an , those for :which it was designed. However, it is'I~afe to looate your home in an area wi~h lower. load or we~ther requirements. For example, a home des~gned for a ~orthern roof load of 40 psf may be sited in the southern ~oof load zone. .~ 3.1.2 Acoess for transporter. Before attemptipg 'to mo~e your home to the installation site, be sure the transp~~ation equipment can get through. , R~~?ve ~ny ~v~rh~ngin~ ' branches.and raise any overhead wires. Special transportation permits may be required from state", county or city officials. ' 3.1.3 EnoroaOhnlenta a.n6 setback 6istanoes. Obey local JUaws regarding encroachments in st'reets, yards and couJits, and permissible 'setback distances from property lines and public roads. Consider future adqitions, such as awnings and spre~n rooms. .~~ 3.1.4 Is~uanoe of permits. Be sure that all necessary illocal permits have ben obtained and fees paid. ' 3.2 3.2.1 3.2.2 Soil CQnditions , , Requirements.' ,To help, prevent:, se,t.t+ing 'of' your hc~me, site it on firm, undisturbed soil or fill compaoted tci'at least 90% of its maximum relative density. Installation on loose, uncompacted fill may invalidate the home"s limited warranty. Bearing 9apaqity. Test the bearing capacity of, t~e soil at the depth of the footings after qompleting.any!grading and filling (see 3.2.~). If you can't test the s.il but can identify its.. type, use the foundation bearin'g' lressures shown in Figure 3.2 as a guide. If YOU.' cannot ~en,tify ,the soil, use the lowest value (1 000 psf) from F~gure 3.2. Under unusual conditions; or if the &oil app~arsi to be peat or uncompacted fill, consUlt aPlocal geo og st or professional engineer. 3 f ROOF LOAD ZONE MAP NORTH ~ PSF (Snowl MIDDLE JO PSF (Snowl ,;.t..:.:.... . .' ", SOUTH ~ PSF (Miniml!lm) :~ (.: ..,.......'....:.:,............., ~ ':', ":'::::::':':':":':.:':'::::':':':':J f... 't';',' ,NORTH --- ':::::'~::::::::::::::::::::::::::::::::::4 \ ,:::::::::.:. ....:.. ..:;:::...... .:,~ ~:.:.:~.:.:.::.:.:':'::':.:.:.:..:.:~.:., · ',,:.:.:.:. .. ,t, 't :. ','J, "':' <~:::~:::. ::::~:::::::::::iii:::::i:::::i::",......... . ..J ..:::::;:::~';6'OlJ:::':,:,' :t.hocil..~. ~. ~':':':"":'.' .. .i-:~':':"",:,:.." ~:':':':':':""" ,t . ,', ','~'.1""""~:'" ~"'",""".' ,.,' ','," .t.......'.. . :'4 ..:t;'.'..t.....~....,. . " ,'t,,(' r""'" ......, "" 1fi'i:::::::::':::~:::i:~MIOOl.E ::::':::3 ::::t:::::::::::::;:>;'.' 0'..,. r~.... -....:.:.-....:...,'.+.'.-....,..'......:.:.:..1- ......:.;,:.:V^~. -'-""t I ",,~'., - ". "" ..... . -..,..... .... r;"_-..:=;:'f.::.:.:.:.;:.:.:.;.:..:.; ........ __.~:.:.:.:.:.:.:. ._ " (:';':':~'il:.::::.:.:.::.:.:.:.::::.f \,'.~.:.'.' . _.,., .::::::.:::8...~.:;:..:.:.:.:.:.:i \ / ,t J ...; (, t:::::::::.'::::::::.<(:;:::..:;:.~:7I:...;':-:::t \.......... \', i\.~,.. , t::..:.:.::::;:.:.:~:.:.:.::..:.:.:.::::.:.:.:;............ -...\ , \ .1"-1:7":.. " ... '" "\ , " ,...... 1 !L) \ ,'::.;:.:::::::::::::J::::::::.':',:::::,::::::::: . i . .:.:..... .:. ..... ~""" .:.:. .... .:.:. .... ..f vf,..t " c, '.:,~;:..'~~;:::) :::::';':'::::::-:':'::::" ','lit, '..... , ., ... ~'':':':'''''''',''''''.=.':' , ."l..?. ..., " .......~~......_....~ ~..."...-. , r- ."1 ,--- - -,,. , , \ ,~ 'SOUTH " ~~.~ . Basic Wind Zone !vlap for M'anufactured HOUl$ing MT NO SD WY "~ c\ NI! UT co AZ NM <-0 Q, :!.c fff .~ HI \) See Section 32S0.305(c)(2) for areas included in ench Wind Zone. ,Q NOTE: F i gu re 3. 1 Zone t\aps 5 I ! GENERAL DESCRIPTION O~ SOILS Soil Type , Based on the unified Classification SY$t~ AllOW6ble Pressure . (Pounds Per square ,F~~t) No allowances IlIGdt: for overt)cHrden preuure, eIlbedneot depth, water tablcii,hefght, or settl ement problems.. Rock or Hard Pan 4,000 ,and tip Sandy Gravel and Gravel 2,000 Sand~ Sirty'Sand, Clayey Sand, Silty Gravel, or Clayey Gravel 1,500 c+ay, Sandy ~lay 8i'1 ty Cl'ay," 'oz. Clayey silt 1,OO~ Uncommitted Fill Special Analysis ~~ Required. Peat or organic Clays Special Analysis ~~ Required. NO'!'E: To be used, only when none of the following is' availaple: a'. s'oils' -investigation and analysis' of 'the sit'e.:., . b. Compliande with the l~qal building code. ' c. ..co~p'~ten~, "opinion by a local engineer or bui-ldillng offd:.:.cial. Figure 3.2 General Description of Soils 6 PIER 1 PIER 2 I-SEAM . SHIMS ~ ~EE NOTE ~ ~ . CAP. ,. PIER ----..... . OOTING~ ~ I-BEAM _ PIER _.. FOOTING __-..: PIER 3 SINGLE BLOCKS MAXIMUM HEIGHT =: 36" (SEE NOTE #2) , , ' DOUBLE INTERLOCKED BLOCKS MAXIMUM HEIGHT = 80" MIN STEHtL OR CONCRETE MANuFACTURED PIER (SEE NOTE #5) PIER 4 STEEL REINFORCING Jq' S 4- GRADE 4{) JAIN 'LACED IN ~E PIER CORNERS) '. PER PIER) ____ DOUBLE CONCRETE' ~.lc OC~S WITH / ALL CEliS FlUEO WITH CONCRffi: AND lAlD IN MORTAR . \\111"""'"", \" C 0 1(, """" ~ ,,',.,,'Of:. 1,\,,.. FOOTING .I fJ~'iC;\S,TliR/~{''1- \. ~ .' ~ "'''0, 0" ~ i l :ENE87()J571 \ ~ ! . : ' . ... : '''If : . \ ~~... $.TATE OF /~ ff DOUBLE INiERLOCKED \-~"..h.. to..\?:-,.,~~ ,~::: BLOCKS \", <<,v>>~:r.qJt.\~~..,~'\';,~ MAxiMUM, HEIGHT = 96" I{""i I a N M).~ "".... (I ') " orrs , """""...,t' j 1/8/.,':; - -----. " 1. CONCRETE BLOCKS FOR PIERS AR~ 6x16x8 NOM INN... SIZE, HOLLOW CELL lOAD BEARING CM~IIS MANUFACTURED IN CONFORI.W-ICE WrTH ASTM C90-70, GRADE 'N'. OPEN CELlS ARE VERTlC,l) 2. SlNOLE STACKED CONCRETE BLOCKS ARE ORIENTED SO THAT LONG DIRECTlON IS PERPENDlC; tAR TOlliE . LONG DIREcnON OF THE MAlN BEAM. ,'. J, fOOTERS MAY BE' PRECASt OR POURED, BIJT, IN EfTHER CASE, MUST BE lEVEl IN AU. OIREtTlONS. 4. PIERS ARE TO BE PLACED ON THE FOOTER APPROXIMATELY CENTERED SO TI-lAT THE FOOTER!: PROJEC'TlON FROM THE PIER IS EQUAl.. FRO>A SIDE-rO-SIDE AND FRONT-TO-BACK. PIERS MWsr BE l.EYE1.. VERTICALlY ON AU. SIDES AND SQUAREW/TH THE FOOTER. . 5. PREFABRICAlEO PIERS (TypE 13) ~UST BE CERTIAED rOR ^ RATED, CAPACITY AT lEAST EQU.\L, TO THE LON:> DffiRMINEO FROM THE TABLES. 6. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (Fe') OF .1000 PSI ;6.FfER 28 DAYS" 7, CAP BElWro< TOP or PIER "<0 'WI" /'RAME I.IAY BE A WOOO PLATE (NOT EXCEEDING t: I~ THICK"ESs) NiD SHIMs (NoT EXCEEDI"G I" I" THICKNESS), SHIMS SHAll BE AT lEAST 4" \!tOE AND 8" LONG, FTTTEo NolO DRM:N TIGHT 6E'TWEEN WOOD PLATt: OR PIER AND MAIN fRAME (SHIMS TO BE PERPENDICUlAR TO I-BEAM) 'TWO INCH OR 4" SOULD CONCRETE BLOCK MAY FlLL REUAJNDER OF GAp, FIGURE 4.1 TYPICAL PIER CONSTRUCTION 12 ~EE NOn: 13 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE;~. 1 SEE' NOTE 13 '-_..I '. I._..l r-' iiil . ~ -------- I S~I - - - T~------:--~- 1._ . . . PIER SLlPPO,RTS) . F(~~J1~~~ 12) PERI~trER . SUPPORT (SEE NOTE 1 SEE. ~OTE '4) r-, ~5"l ; -fst- -------t5j-------l][]- : - l._..l - r-., MAIN BEAMS I._.J r-' l._.J NOTES: 1, SEE TABLE 4.1 FOR REQUIRED .PIER CAPACITY AND SPACING. 2, SEE TABLE 4.3 AND SECTION 4.2 FOR' FOOllNG REQUIREMENTS. 3. PIERS SHALL BE LOCATED. AT A MAXIMUM OF 2.FEET FROM BOTH ENDS, 4. PIERS SHAlL BE LOCATED AT EACH SIDE OF ALL' PERIMETER OPENINGS (4) FEET OR GREATER IN WIDTH, THIS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. USE TABLE 4-.2 FOR PIER CAPACITY REQUIREMENTS. , \\\\1\1'1'11""1/1 . ,\'\' C DO III.l ,,"','J...~ ...~j"" (."6;'~ ~ ^"\~ ..\snrE ".. '\~ ~ $' 0/ ,~c, :. ~~'" ~ ~ f /';NE8~t35~;'\ \ = * : .t~:" : * -= -. '. 't:' % ':" \ sTArie .OF' ,.:,'!!; i '$- ~ '. ~'! .'~~ ~ ca.. :,.liVgflAflo.\t'~ # ~ \~ ..,..,..\~. t"_, ~ ".0: (' cf." '" .A.... c.~" SO k:'''- u'lO IJ 1, .,",\~ ~.... .. ..-') ." "I, ",~~~\,\. ...... L IlfUU'~~. .f.~.. g 11 "'> ' FIGURE 4.2 TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTIONJ HOMES 13 \ ... .j ~ PI SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 r~' r - , --.::..g , J:..5 ' _ _....L!!i... _ _ _,_ _ _ _ _!t:j+__ -------:l::':/,----- -!-~ ~_.J :-~ PIER SUPPORT) (SEE NOTE 12) (SEE NOTE #1 r-, ~ .J:..K.:iL- ---- -+9+---,---- --!-rr:-- - -------~-~:c-- '-_..I. ,-_" ~_.1 \.-.1 1 SEE NOTE 15 . I .. &-4-5 ri., r, , r , -~~~G~RES-~__.___HJt-----------t J t------------te+- 1.._.1 .I '-_..I r-, . . - r-, J::.iil_________ I g I _ r-, --L&l' . ~-I--------~__u:- k:j -~---------!-~+----------L~.1 L_..1 \._.1 ~~..1 '-_..I ~_.I WJN BEAMS . r-, . riiJ_ r-,. -li3' J}5~-------_f__B_j---.+----_t_~- . --------- .-!-~+--~-----T~J . 1.._.1 . '-_.I '~_J ~_.1 _ r-, PERIMETER BLOCKING (SEE NOTE 14) NOTES: 1. SEE TABLE. 4.1 FOR REQUIRED PIER CAPACITY AND SPACING. 2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS. .3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET FROM BOTH ENDS. 4. PIERS SHALL BE LOCATED AT EACH SIDE OF -ALL PERIMETER OPENINGS (4) FEET OR WIDER IN WIDTH. THIS WIL~ INCLlI,OE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. ' \ 5. SEE TABLE 4.2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS. FIGURE 4.3 TYPICAL BLOCKING LAYOUT FOR MULTI-SECHON HOMES 14 SEE NOTE 13 , , RiDGt B~ ROOF RIDGE: 8EAM COLUMN ~ RIM MEMBERS J<>>ST MAIN BEAM---... . RIDGE BEAM PIER' SUPPORT FOOTING BOTTOM BOARD GROUND' " DECAL., PAtr-lr I.WU< OR . DRAWING F/~ED FOR LOCATION I) INAJlON FIGURE 4A, ., TYPICAL RIDGE BEAM SVp.P:O~t COLUMN. PIER -1-___ 8 INFLUENCE I,. S~:/~R ~ . INFLUENC€ SPAA FOR PIER 8. C CENTE;R U~E 7- OF RIDGEI"BE:AM o E -:----- INFtuENCE sPAN' FOR . . 'PIER C INflUENCE 1 SPAN FOR ~ PIER E ~ .. INFLUENCE SPAN FOR PIER 0 FIGURE 4,5 TYPICAL INFLUENCE SPANS 15 . ,~\\"UI"""'I \'\"\~I ' C DO ""'l J;-.~~~' ....:..... ~ ..~.,. ~ ." G\STEh....~.~ .....~ rr~ ',VV ':. $ ..~, No ~ .', . ~ " 11 I . ,..,.. . i. / E~IE8703571 ': ~ = * ! --- : * ~ i"'O~ d : : s ~... " ~TE OF ':l::: -:. 0 '. ;, "'" .' i" ~ ... ~ '., OIA~~" ~~....::' ", -...' . * . HI. lW.(p' ~ OF CX1NCRfJ'l: Oft ~'W.otiS'TO BE IN ~ ll'mf lOCAl. roDES. IN THE ,l,BSENCE OF roDE R(Oln~ENT3. nit fOLlOWlNC SIWl.. N'PlY: A. EXlUllOR 1tllI!mI.noH W.otiS OF MASONRY CONSTRUCTION DfCtOSlNC 8ASOI~SIWl.. BE DAMP PROOftD BY N'PlYlHC HOT lESS 1lW4 .3 ~ OF PORil.Nm CD.lENT PAACtHC TO nit WIU. fROM nit TO nit F1NlSH 0IWlE.. THE: PAAOlHQ SlW..1. BE COVOlm 1l1TH A COAT OF N'PIWVm 8lTUI.I1NOUS WJ!RW. APPUED AT ruE: ftECOMMENDED MTE. EXTERIOR fOl1NO.J.llON "'AIil Of'"CONCRfJE CONSTRUCTION ENClDSlNC fl..t.Sa(EHTS. SJW.I.. ee: DAMP PROOFED BY APPLllHC A COAT OF APPROVED etnMNOOS MATfRlAL 11) THE WAll. fRO!.llHE fOOTINC 11) lHE ANlSM CfW)( AT THE RECoMMENDED MTE. a. roUHf.V..11OH W.-us OF tMlT.ABLE ROOMS LOCA1Ul BELOW ClWlE SIW.1: (l( WATER PROoFED WITH MEM8IVNES EXTENDINC FRmI iHE. EDGE OF THE roOTING m THE ANISH GfWJE UHf:. lHE 'lo/O.(BlWIE SlWl. CONSIST' OF ETiHER 1-PlY"HOT .MOPPED rnr. 8-1.Ill E'Ol.'Y\I1X'rt CHLORIDE. 55-POUND ROLL ROOAllC OR mtnV..um MAlUUAJ.. 'THE LAP IN THE .1.I(MBfV.NE SHAlL BE . swrn AAO AmlLY NflXED TO lHe: W,6JL . c. fOUNOA11OH W.AilS MAY ae: OMlP PROOFED. OR WATER PROOFED l1SlI(C MATERW,S mD MElHOOS OF CONSTRUCTlOH cmm nw4 covrnm IN lHIS SECTION ""'EN APPROVED BY iHE LOC&. BlIltDINO omClAl. 10. OfWNS SHAU. BE PROVIDED MOUND FOUNf.V..nONS EHCl..OSlHG HABrrABLE OR: use;..eLE Sl'ACES LOCA1Ul BElDW GRADe: IIHO . WHICH ARE SlJ8JECT 11) GROUND WATER 'CONDITONS. DfVJNS: stW.I.. BE INSTAlLED AT OR BElOW iliE MEA TO BE pROlECml. ., .mO SWJ.J.. lltSl::W.RCE BY GRAVllY OR MECH.l.NICA.!., !.ItANS /1m) m APPRCMD ~ S"rSTD.l. . 11. ruE TOP .OF 0f'EN JOllfTS OF DRAIN TIlES SHAU. BE PROTEl::TED WITH SlRtPS OF BUlLOINC P)PER mD THE 0lWHAOE: 1lLES SIWl.. BE: PlACED ON 2 INCHES OF" WASHED GRAVEl.. OR CRI.ISHED ROCK ONE SIEVE SIZE lAAGER 1W.N iliE litE' JOINT OPENINO OR PERFORATION mD COVERED WI7ll NOT lESS ~ 41 INCHES OF iliE SAME Wilt:RJ..l.L 22. "THE DESIGNS ON' lHlS mo fOUoWlHC SH€:ETS ARE N'PUC.ABLE TO 'WIND :ZONE.t (lS; PSF LAmw.) AflO UNITS WHlC1H-v.'<1:: A t.Wm.cuM 'WI01ll OF 17'-g". I.IINlMUI.I l-BE").M Sl'AClN~ IS IS t/Z". '. . 23. ilil:': OESlcms OH'TfflS mo fOllOWlNC SH€:ETS ARE APPUCJBLE' .~ .. TO- SDSMIC ZONES O. 1 .AND 2. . . ~~I rt 24. THIS FOUNDATION DESIGN IS .NOT FOR INSTAUA110N OWA 0 1 A.OOO pt)JH. WHEN INST.AL.UNG CRAWlSPACE: OR BASEMENT IN m C-l ARE'.. WITH son.s HAVING POOR DfV.JW.Ct. CONSIDERATION SHOUlD ......1 12." BE OMH Tn /.IETlfOOs OF El/I.I1t1AllNG }CCUMlIlATION OF WJ;Tm IN THE 'CAA~ACE OR 'Il.A.SDdENT, SUCH' AS 1HE USE OF SlIMP . PlJI.IP(s). IHSTAUAnOH OF SlIMP I>UMPS TO BE IN ACCORDmCE WllH (,deAl;. CODE ftEQlJROIENTS. . . 2.5, CARE WST Bt.lINDERTA/(EN.1N lHE PlACEMENT OF. ctmm~ " lJNE" 1.tlO 'CROSSBEAMs TO AVOIO CONfUc;:rs WllH WJN UNri' t (I" CROSSIolOl&RS. . OVlRtCCERS, N<1E. fW{cms; HITCH PlATES. CAS INl..ElS.AND CROSSOVERs, DRAIN O.l1l1DS mo CROSSOVERS. WATER INl..ElS mD CROSSOVERS, El.ECTRlCAJ.. INLErs AND CROSSOVERS. .HVAC DROPoUT PIPES AND CROSSOVERS, DR'ltR VENTS. WATtR lZ" ffEAmt REl.IEI'" PlP.INc, CAS )PPl..IANfE JJ.R 1H~,pg._._.._ f.:!:C'l.lin."I.~~~.c::o~~'f.ls.t.l!~..um_tl~.... CoI.It>oN~ (LDHGlTUO/WL BE").MS. CROSSMD.lBERS. OUTRICCERS. ETC) ARE, HOT of'ERMlTTED (lINlESS SPEClAea.u.y .IU.OWED IN WRrtmc FROM iliE MAHUF'ACllIRER). lcr ....... 0\ 0QIfJW.. ~ 1. lHIS ~TIOH HAS 8IDt 0ESlCmll fl:>ft smcs \IlTlli Nl m.t:rw,asu: SOIL Il9mHG CNw::rrr OF 2000 PSF IoI1NIl.ltIW. 2... fOUHOATIOt<S TO 8( CONSlRUC1nl ON SOn.. lITTH A lOWER 8fAAlNG OPN::ITY SHAU 8( OE5IGNED IN N::coIllWlC( llTlH ACa:PTro EHClHE:ERll<<) P.AAcI1C:f: BY A UCENsm EHCtNEm TO LDCAl. CotromOHS AND CODES., J. CO~ COIolPftESSM; ~ n ~ OA~ TO BE JOOO PSl~ -4. ItDNFOftClNC STm. S?EClAED TO BE ClWJE 410 lWtS /.IEEl1NQ ASTlI M1S. .MIltl J.MJ M17. . 5. fOIJNO.I.1lOH WAlL MAY BE POtJRED CONCRETE ~ 1HlCK. IlOHfOftCm WfTH 14 REBAR AT 12" DC 1.tRnOJ. .me 15 REBAA AT Ill" oc H0Rl20NT,I,L e. lINfT <:OWMN SUPPORTS roR cmlER11NE RIOCffiEAJ.ts REOlIlRE AOOOlOtw.. PIEIt SlJPPOFriS UNoER CEH1ERUNE BE:AAI LOCATIONS PER Fl..DOR PV.H. 7. CROSS8QMS ~ COPmM1OVS ruu. VlTDlH OF UNlT .me AnD WELDm TO 'EACH WJN Bf.AJ.I .AND stct1RED AT PltAS'lER PDl OETAAS. SEE CtMT fOR RfillllRED SIZES. II. WJH B~ .ARE sromm AT EACH am IN .Pa.AS1I:R I'fR OETM..S.. 'MiD( CiNIDt LlHf: fl&.M IS lNST.-.u..rn f'1l.ASU:R IoIUST A1.SO BE: msTAlLED fOR END SlJPPORT. sa: awrr fOR REQlIlRfJ,/DfT'S. ~. THE5E SProflCl.110NS AAE Tf1>ICAL LOCAl.. COOC; MAY COWJJN ADOmotw.. REOUlRBIENTS. . 10. fOlJNO.l.TIOH WAlL S1t).(S MAY BE CONCRElt: OR CONCRETE aLOCK. 11. CONCRETE BlDCK SWJ.J.. CONfORM 11) ASThl c-90. 12. IN CONCRETE BlOCl( STElof WAl.1.S A I.CIMl.II.n.I OF (2) 1-4 REBAAS ARE TO BE lNSTAI.1..ED It{ BlOCl( lmH I.ll7D SILL .mCHORS. FUt.l.Y CROUT fACti CUL CO<<TMIlNe .flrnAR.. 1.3. )U U/l.J8ER tN CONTACT WITH CONC1lUE SHAll. BE Of PRESSURE 1RD.TED Tt?E OR OF' S?EClES N>Pft.rlIIfD fOR IJSE IN OlRECT COHT.-cr 111m CONCRETE:. . . : 14. iliE .INST,AtiAllON Sl7E MUST' BE C1Wl!D so nw 'WATER . OfWN,l,C( IS AWAY IllOM STRUC11JRE ANP DOES NOT ACClJJ.MAlt: UNODl THE HOME. 15. BACK F1lL NWCfNr TO THE W,'U: ~ HOT BE PW:EO UPml iliE WAlL HAS SUFFICIENT STRfN~ OR KiS BEEN BRACED TO PRe:varr ~ 16. MINIMUM .RJUNDAilON vnrnu.nON REOtnRalENTS: 'A. 1 tf' lC 1+' 1-CCE:SS CRAWl. SPACt. TO IJNtlm ftDOR MEA. " 8. 1 1/2 SOUARE FUJ OF VDmLt.TIOH PER 2S UHEAL FEEl" Of fOUNDATION WAL!- e. aM:R YENT 0PENlHC$' WTTli COAAOSlOH-RE:SISTAHT WIRE MESH NOT lLSS ~ 1/11'" NOR MORE.'llWI 1/2" It{ Ni'f OIREcnON. 17. I-BCMC Sf'UCE TO 0CCl/ft 0VDt StJPPORtt. lISt 1/+' x +' lC +' SPUCE ~TE WEUlED Olt (2) 1/2" Dwrom soln EACH SIDE OF SPUcr. . 111. WHEN CEHTERUNE IlQ,M IS 1HST,tJJ,,[o IT MUST fl( CONllf'llJOUS fUR 1liE fUU. lENc1H OF'1HE UNIT .&liD FIElD WEL.OED TO FACti CROSSefi\.M ~ SECtJREO AT EACH END AT POCKET OR PlUSTtR PER OETJJLS. "",utll",UII \,\\ r-~'/," -~~~.~ ...JL~ .... " ....... ~ .f' .~p"..~G\S TE;;.... ~ % s ..' ~ No <<'0 ....z, ~ t ! ENE8703S71 \~ -*. - . = ~ ~ \ STATe OF .::~ i . U/B(<n ;.0". .I.... .' <..J ~ ~ ~ ....Y/'.A....'P-.. ~~...::: ,. ("'~ . V .\....... ..,__ "- ~ O'J' ...........~<o" ~ '''""IOIIAl t ,\",...... II "" "IIIIUU'\" , I I 'f"'" corow.. HOlD: :-..:.J ~ .. >~ ~ FIGURE 4.6 FOUNDATION NOTES AND CHARTS ROOf' ZONE. IIUHOO 1..UHll3.~ ~ et:AN MAJH com:RUHE . cnmJlI.JHE I'lfF. J-eEIJ.4 flQU' SIZE l'OOllHO SIZE STZE REQlIlRfD AT c:::ROSSB9U 3-r'y I~_ Htl--~1 NOTE: fOR t1Nmi lITTH CDmRUNE BQJ,I }S T.a8tJlATED' NJ(NE, iliE CR~ SHAll. BE we"HI, SPN:rn AT 12'-<1'" DC w.lOIlI.I\.l ~ A BfAM POCKET (OR f'ltASTUI) 0EPlli OF 14 J/..;' fOR ,cr I.WN BQMS .me 16 J/.. toR 17: WJN Bf.AMS.. . fOOTING SIZE r.a.aUlAlED f'O~ PIER :St.lPPoRTS otn.'l'. SEE lNST..uAnOt< INSTRUCTIONS MmlJAL fUR RlOCEBDM fOO11NO/PlU! RECllll~ HOlE: AlL Bf.AJ.IS (C9I7fRUHf. mo CROSS BfMIS) ARE. TO BE SUPPOIUID I\r MODULE cam:RUNf ~ SPEaAED.. ~.~ "'EmOO ~ WITS WllliOlfT CBfTERUHE 6E").M MAIN BEMI , Pll.ASlrn DEPTH STZE I AT ENOS -Ct. PIER FOOnNG CllOSSBE.AM ~EMl SELEClED . POq<E:T SIZE DEPTH I.l.l.XlloIlIM SPAClHC I.IINlMUI.I SIZE ....ll y ~ II 1/:t II 1/:t tf' 10 1/Z" .. 61/2" -.r; IS 1/7: 12" 10 1/7: I ~-;; ~i'ftNo~"..J.P ,.~ ......, ....1l.-+"'.l-.....~.......'...~.....,.,.. .....,.".,."""'.~>_.~4_..___.....___ .r~..,....~~t>. ~ ~ ~-.... ..... -.;j cl g f5 ... L------c-- r I , r. r' ,- .1 r . r' I , , , , , I r I I I I , , I , .. , 1 1 , I I L, I 1 I I I I r I I I I I I I I I , I I r u:NCTli Pm !.loon ,-...--........ -------------jl I I , I I r I I I r I I I I , I I r , I I I t I . I' I I' I' I I. , t \~~ ~ PIER . . .' .' . n n --~CRm toonNos.=::J.-M-r--- ~L:1S- - , -:::::::II::: - J.J... , II. n :I .. II Il 'I .1 I, ~1lOH OPllQWL. Jl TrpidL. PIER IHO f'OOl1t(C . . 'll : 'I COOERI.Jtlt erMl. II FOR fUOOEllf}.N cot./.1MN SUPl'Olrr II I I. (ltEQUlRm WITH loIErnOD 1) II PER lttSTmAilOH INSiRIJCTlOtlS) t I I u Il 11 , II 11 II :r'. ~~ I II If II STtiJ.. PIPE. '-VUJ "'''' I II :: :: (OR EQUAl) W/:t/< x I 11 U It .t x ff' strn: P1..ATE r.J He II II., I' liE I J~-=~ -~~-~ trl ~=--. -=--=? - --~:::n=::l------I-~--- ~ l------------:::r. ----r II ----1 II r-------r .- 1 I' .----------:-- I II It .. L,r-J L____J. . L,r-J . _ r-l. . - --:===::=::~f--...:_-=====:: f" _":'::=~_::==~.' .~::=::~. . ." II .111 1., II roUHD.A.ilOH I . e .1 II ',..",.,~..... II , II ...,.v..>.>.,~ 'I I .',1 (SEE: CHART FOR SIZE I,'. I .mo sp),ClHc) 11 I' 1 II 11 I It II I 11 II I II II 1 n II ,..l - . c--==::====~~--=;-==== -- rl~-----=======- .l.I; --- ____J L______ _ __J L-____________--J u u toWN tJNl1' HElJ.lS g. }< '----- /'10m COKTJtICTOR TO VDtIFY ALL OMNSlOHS Pll20R TO fQ~llO/f cq~' .f o . c o . FIGURE 4.7 lYPlCAL FOUNDATION (CRAWLSPACE OR BASEMENT) PlAN - - - .-..- . : ..... ()) ~ 1 ~~~H ~ JOIST TO SIll. AT PItAS1ER WITH f ~ NM..S AT::r OC SECTION ~ A-K (REAR ENDWAlL) SIDING ~ MlJO Sill. 1/T NfCHoR BOLT I\r 4'-<f' OC 'lfl MM- . DaldlJ.lEHT', OF T lIf CONCM:l'E" 4: 15."' IN COHt:ItmR. stoCK "'~ IHSTNJ. fOOTINa BElDW' fROST UNE "TOE" WJl. ~ JOIST TO sn..L wrm f lkI twlS AT :r oc ~ 1/T AACHoR : BOlT liT 4'-<f' . .00 (Sa: I>(1;l.ll "lHT) . ./. mOHT . CftOS:Slro.mOl t: ~. 1/~ mcHOR BOlT WI 1/~ JC 1 1/~ x :2 1/1" P1Alt: CtlPPrn TO 80M. flNlCE (2 flOlTS liT COOUll.11lE efhl ONl't) t:='H sa: SECTIoN . A-I\ fOR flEltIFORcacarr RE.Ql1IREMO(1S . I~ 3~~H .1 . AT PllASTtR I~ ftrnAA AT tr OC to.cH WAY SECTION .C-C" Utii. x".(,.,x a" '1'1..A1E i-;-#m:.~ .~- ,t '. !tt TA!II..E ., tf': THICK a. roO-rm FOR 2.ll"lC2a" w.x FQOTER M'CA mo 1%" 'THICK Cl FO<m:R REQU1RED fOR fOOlE:R$ EXCmlIHC ~. 2S"X2ll". (~N SUPPORT) -;. . t.:oNeln.Jol!w. CHAsSis flE'N ~ .r.-w;"_~ vr.IU.S .-M:v5QUD'ON 1Jr hlCHOIl I B/tlCK. ~ .CUJ.rS flOl1 n 8'-{f' .1l'lTlf m a:us OC NfO 'fr'llli1N . CROl.mD.. 12" o,..:~ /<4 flrnAA AT 18" OC ,,\\""""'",,,, "!to"\. C DC I,; ,'<110.' . . A. '~ ",,, ~\.... .... ...~. (;:1'. ;" .. ^~. .' STr . (.1,... , ~ ~ ... (;, If '. '~1 .~ g .)...^-~ No ~<,;"'J/:}. - ~. ." - : ---ra703571 -... -; i * ~ .: t".7 :. --- \D ~DlI-IC tt' x 1~ PIlASTDl ~ JS'RrBNt AHo .ja'AT 1(" oc :r 0ffiT e&M mo COOUlUIiE.8f:AAI '.,. Rriwt'lO ~w ~'REBAA. .. ~I I f&.g!ffl!@!;!W~t!.mgi~~{;~i~t!if.~!!@!rl[1}!t.;E,\.~g 10 j i ~.~ (~) I.. RmIJl waDED. 10 TRAHM:Rs( . BEAJ.cs Wll}f J/lf' BOO SLOCt< ELEVATION . F:RONT VIEW lAo :m:a PtATI: 10 l.ONOrlUllIllAL rm.c JOISTS wrrn (-+) ':CWSSlS BtN.I . -3/8" x 2 1j:z" .lJts- 1. Rri.!0\IE: fll.l)Q(S A. e.. c. O. NlO E AT cam:R 1IHE. . _ 2. ROU.. HOME: otm>'~ e&J.I ~ .3. .fNSTAU.' BI..OCla 1'lMICH ll!M: IIDlOVED . '4. .lrnDC CfW(E IS osm; 1HE NJ(](E " :'IoIAT_ BE: ~0NlITED.. lIHE' 1/:z" ANCHOR aolr W/ 1/<' x 1 1/2" x 2 1/!t' PlATe:. . CUPPED OVER FlNfCE tt' x.lll'" Pl~ AT . .~~~~~ 1/<' )( <' )( rr s'lm. PtATf: SO sm S1ttI.. PIPt COlJJl,jH (Oft Eg,t?JJ *: rr 'iliICl<: fOR a. FOR :J!''I2/!' WAX ~ MeA N(O 1T 1MICK fOR f:"~'~~ FIGURE 4.9 BASEMENT DETAILS ~. ~~E I-BEAM CONNECTION OP VIEW ~ I ~,~ MINIMUM PIER CAPACITY TABL[' (FRAME BLOCKING ONLY) SECTION WIDTH (FEET) . 12 EAVE OVERHANG (INCHES) o 8 16 24' 14 . o 24 ROOF LIVE LOAD (PSF). 2.0 30 40 . 20 30 40 20 30 40 20 30 40 . 20 30 40 20 30 40 20 .30 40 20 30 40 4 2400 2650 287$ 2900 3200 '3550 4150 . 4625 . . 0'125' 5400 6050 6700' ." .t. ,.... . 2950' 4250 ~ 5550 :. 850' 8150. .3300 4800" 6250 :. 725 9200' 3675 5325 695.0 .' 600 . 10250 . . , "3000" 'J<4J'St{'" ;5'6'50~' . '. ~. "ji5~ ',' :'. 's:3oo : :' 3325 .' 4800 .6275" '.;' . SO', "9225 . 3650.. 52.50 690.0 S2:5." 10150' . . 5g gl~g" '~'~gg' ~ggg : ~*gg . .:. ~~gg . 40 3750 5450 7150 ~850 10550 3g g6.~g '4570. 5970. 'a.237aoO..... "',a.09.0'0000' 4- .&11 S. ':0::, 670.0, o 3900. 5660 7425 ,J 10 11 075 TES: . ' .1.- MAXIMU.M PIER SPACING 'FOR 8" LONGITUDiNAL I-BEAM' IS 8'-.01,,'''' ,2. MAXIMUM PIER'. SPACING FOR 10" ,AND 12" lONGITUDINAL I-BE4M IS 12'-0". . . I ! ; "'., . . .. 16' o 20 30 40 REF. DWG # j' FE8 QS fqqe 8 16 TABLE 4,1 MINIMUM FRAME PIER CAPACIT1E$ . ( :. 20 MINIMUM PIER .CAP/,l.CI1Y (POU~OS) TOTAL ROOF MAXIMUM .INFLUENCE SPAN (FEET) . WIDTH LIVE LOAD '- (FEEt) (PSF) 4, .8 12 16 20 24 28 32 3'6' , 24 20 ' 1200 2000 2800 3550 . 4325 5100 5900 r7S 7450 30 1525 2550 3575. 4600 51,)00 6625 7650 675 9100 40 1850 ' 31,00' 4375 5625 6900 815.0 '9400 :10675 1.1950 '. 26 20 1300 . 2175 3050 ..3900 4750 5625 6500 V350 'S22!;i .30 1675 2800 .3925 5050 6200 7325 8450 ~600 . 10200 40 2025. ~.425 4825 6225 7625 . 9025 10.425 '1!1800 1320.0 . , 28 20 ,1375 2275 3175 4100 5000 5900 6800 .1700 8600 30 175.0. 292;> 4100,. 5300 6500 7675 8850 110050 11225 : 40 : 2'125 36.00 5050 652~ .8000 9'450 10925. ~,2'400 1'3850 : . . , jo . . 5425 . . 13400 2'0 ' 1475 . ,2450 3450 4450 6400 7400 9375 30 190'0 . 3200 4475 '5.775 7075 6375 9650 ~~950 12250 40 2309 ,,,3900. 5500. .il00 8725 1.0..325 11 925 11 525 15125 :_' 32 20 3550 4575 5600 6600 I' 1525 2550 7625 8650 9650 30 1950 3300 4625 5'950 7300 8625 9950 !111300 12650 ,. 40 2375 4025 5675 7350 9000 10650 12300 :113950 15600 .. ~,tJ:~,. ~ ~o ""'" , OJ::'^~'" "".""~ ':, ~ ~G\S r'EIf~",~<'\ .. . ~ NO <i. 0;- j / ENE8703571 \ ~ i * ! .... : .. ~ \~..... ~ATE or /$ J "'O'/. D....~... "0;. ~"..I\'OI ^~r:.",,~ ::- ('_' ,.... ,t ..,....' ~". J'n ...."... ..,~ ...... /1'1 vfON \~' '" C ~ "f"'f ",", uls/q)' , TABLE 4.2 MINIMUM PIER CAPACITY MULTI-SECTION RIDGEBEAM COLUMN SUPPKDRT 21 r '2'2 MrN1MUM FOOTING SIZE (OR EQUAL AREA) (INC~IES) PIER SOIL BEARING CAPACITY (PSF) _' CAPACITY 1500 2000 4000 (POUNOS) 1000 12 12 . . 12x12 12x12 600 12x12 12x12 12x12 12x12 800 12x12 12Xl2 12x12 12~12 1000 12x12 12~12 f2xl2 12.x12 1500 15x1'5 14x14 12.x12. 12x12 2000 17x17 15>:15 1.3x1.3 12x12 2500 19x19 '17 17 15x15 12x12 3000 '21x21 H3~18 16x16 12x12 3500 22x22 20 20 17x17 12x12 ' 4000 '24x24 21~21 18x18 13x13 4500 25x25 22x22 19x19 13xl~ 5000 ,~~~~~ 23x23 20x2.0 1:4X1 ~ :' ,~ggg .29x29 24x24 ,2 tx21 l'5x15 ' 6500 I 31 x31 . 25x25 22"x2.2 15x15 26x26 22x22 16x16 7000 3~x~S . ,.27x27 2~x2.3. r6x16 ,7500, .. '" .3 x .. ')8x.2'8. '()4x24 l,7x17 8000 , 3'4~34: ~ , ~ u. '8500 . 35,,35 29'x29 . 25x25 17x17 29x29 ~5x25 18x18 9000 '36x36 .30x30 .26x2.Q .19x19 16ggg'S~~g~ ' 31x31 27x27: 19x19 1100'0 40x40 '32x32 28x28 .20x20 12000 42x42 34x34 29x29 21x21 13000 43x43 35x35 31 x31 22x22 14000 45x45 37x37 32x32 22x22 15000 46x46 38x,38 3,3x33 23x23 48x48 39x,39 34x34' 24x24 16000 49x49 40x40 35x3'5 25x25 17000 51x51 42x42 36x;}I!i' 25x25 18000 52x52 43x43. 37x37 213x26 19000 54x54 44x44 36x38 27x27 20000 45x45. 39x39. . .. 28x28 gggg~~~~ ' 46x46 40x4p.. 28x28 ' "ZJOO,O ,58x58 ,', 47x47, ,'41x+l .. 2~x29 24000 .. 5,~x59 ,', 48x48 " '42x42~ J:Ox30 25000 60x60 49x49 ' " 43x4J jOX~R,,,",,,,,,. ' ~\". C DO' If. NOTES' , . . '\" ~.. !~ rc. 1. FOOTING SIm; SHOWN ARE FOR SQUARE PADS ANO ARE. BASEO ON 1HE ARE!4- #'C~'GW;i~".. ~ ~ (SQUARE INCHES) REQUIRED FOR THE ,LOAD. 01HER FOOTING CONFIGURATIONS, . I 'S/<>c<'; No. "< ...1- SUCH AS RECTAN9ULM, MAY '8, E USED PROVIDED THE AREA (SQUARE INCHES) 13111 .. ENE8703Si l \ EQUAL TO OR GREATER THAN THE AREA OF THE SQUARE FOOTING SHOWN IN THI1= * : _.. . TABLE. FOR EXAMPLE, A 12" >22" (288 SQ. IN.) FOOTING MAY BE USED IN HAC.': _. : OF A 1 ~x16" (256 SQ. IN.) FOOTING. ALSO, TWO 12"x24-" PADS MAY BE USED :i\il\ STATE VI . IN PLACE OF ONE 24" x24" PAD. PROJECTION S~LL NOT EXCEED . P" ., (~. . ._... . .,.,." 2. 1HE FOLLOWING TABLE SPECIFIES 1HE MAXIMUM FOOTING SIZE FOR VARIOUS ,r ~ :mi: "II' , yo'"" FOOTING THICKNESSES. THIS TABLE IS BASED ON UNREINFORCED FOOTINGS: REINfiIoRt~~10N' 1:"0' "",, FOOTINGS MAY REQUIRE A SMt\LLER, THICKNESS THAN THAT LISTED 8lIT MUST 8E ' qf"IIIIIl""\\\ DESIGNED BY A LICENSED ENGINEER. AlSO SEE SECTION 4-,2,1 FOR ALTERNATIVEs<; FOOTING SGl STACKED D8l ,STACKED .~" p'; I Pmax PIERS (W x Lj BLOCKS ~(L x WT f "L" { .. 4-" 4" 16"xlo-' 16"xl6" ' "1T:; 6" 6 1 It' 16" x24" 24" x24" PIER~J 1a;. B ,rp: 1~:~~~ 3r.~3; FOOTING BE:" T~BLE 4.3 18" 19 112' 37 x 4<1' 40" X 4<1' FoornNG SIZES ~~~;.~~;:m~'~'-~~~'~~~_l~~,_'''''~~~I''';~'''O'''''-~~'' Wl~D.ZONE I \15 PSfo lATERAl) ~"'- - Tl'PlCAt SIDE: ElE.VATION . St-iowmc TIepOWN SPACINGS W \0 ,.' .\ . > ..... ... ~ ,?) ~~~. SEcnoNs,SHOWlHG 11ED~ I=.=.... " u .~.. .~... '~_'~"......,~n...._'......___"..,. ._.__'__... _oe.... ~. _~_ ;_~ . ....,.... ............. . . :.,~'iH!VIS'ED1:... . .~:~ NOV 24'1997 '@'. .: ,,;:;,' . .. . ~ :' ; :. ~ . ..e_.......\ ...6L.il. . --.. ". f.~.: ',. FlGURE 5.10 '. RECOMMENDED nEDOWN S'I'STtJ..I' IKil!:S; T. fRW( ll( -DOWll SHOIJU) ~ 1lSf}J.1fD 10 PllOPOl1.Y ~ 1l-l( HQI.l(. :- 2.. CMJI-lli! -ROOF llCl AAE. HOT Rf.ClUlfIfD Wffii f'flOf'ERU' SPJaD- NIl) lHSVU.fD fRAl.lt:" ~ HO'IiEVER. If tMR~ 1HE~'llEIlOVrNS"AAf: IlEIlWlfD Bt lliE l.OC.OL .MlISOlCllOlI, lliEY w...... OC IIlST.fUfD.; 30 CMJl-1liE'~ 1lE:S (WHOt flD<UlIl[D) I.IAY K stt:\JllQ) 10 nlE: ~ CROUHO NlOioRS, AS lliE~ 1llI)(lWNS. .. ~ ~}HD"~ AAE. twT SUPPUm . S. CMJl-lli( -4lOof' S1lW'S f*t;tof REO\JIRfD) AAf: SlJPf'UQ) ~. :. "_.. . , . - ... NlO-IORS ,~ END lRt:An.IOllS . NtE. TO BE SUPPUm Bt <miERS. . Co CROUHO AHOtOftS,HO fIWoI( ~ sw.u. BE: r:N')a% OF ~ Jo lDl:Sllf:- UWJ Of '4725 roUHoS HO AAC. TO K ~ P'fJI. ll1E awctJfN::l\iR(R-$ INSTJ.lU.llOH IKSl1lUCllONS. eur NU: HOT 10 [XIDlO IlOOHlI lllE SIOE)(.OU. OF lllE HOuE. 7. STUJ.. .H<<:HORIHC 1:O\llPW0<< ,DPOSm 10 1liE WOOMER sw.U. 'BE PROTECTED wmt AI LEAST (L)O 02... Of 2JNC POI SQU.A.1lt; mor OF saD..: G.,~ Of! 'HAM( 11alOWtf ~ >><<> H1010RS "'-'Y B( Om>ET, uP TO fOUR' fED TO AUOW J.LICNWOO Wl1li OIlER- lME-flOOf'SllW'S PftlMOfD NO ~ IN 1l-l( ltlDl. tMlBm. OF f1WJC 1lfI:)(MlS Rf:SUI.n. 9.: 0(SlQ( ~ on.Vll 1p I---SQU SPAClNC AAJ) A WXI1lIN ~',HOQ{f Of 7"~. 10. J./fCHORS SliOUlD BE: camflED RlR 1HES( COOlllTlONS lit A ~ OlClNElJl. AAOilIt'CT OR A ~ RfCOOlQDl lESllNC. lAllOflAlOR1'~ TO.lHOR ~ ~ OIl. lHE'ltlSm1.fD 'mcu: OF ~ ll( HllJ/oa \1J\IlCI.l 1lC UlAIlCNQ HID >>leU: OF ~. lNSW.tAllOH. HO ~':Of'SOll.. III _1Clt lli(..-N0l0ft IS 10 8ClllSUlUD: 11. CROiJHo AACHORs SOOU1O BE: , DIBfDOED BWlW.lHE fROST UNE',IHl) tIE R I.EASr 1:(' I80YE lHE'V/.\l'atnatt.>>ID 12.. CROUNO NlOtOI;lS,SHOUtn eOHSI'AlUD ,TO .1HEiR RU.. DEPl1i. NIl) sv..BIlJZfR f'l:A1IS SHOul.D: BE: lNSTAUmTO ~ /oOOED Rf5ISTAiIc:E 10 OVDll1lRHlNt:;OR.SlJOlNQ 13..~ EIlt/lPl.lOlT ~ OC am'm fit-A ~ f'~ OlClNEER OR MCHItECt.TO flESlST lHES('SPECflED f,PRC!S IN ~ ~ 1ESlIHa PIlOCUllJR€S ltf ~:SL\HO.IJ!O ~llOH D3Sil~l. STHIOAAn SPfCIfICAl10H fOIl S1JtM>f>IHG; flAT SIIIL NID H. SliW'f'INIO TO 8l".1'tP(1. fINISH e. .CRAIlE f SlEE1.. ~c. 1-1/~'WroE J.HO...03S IHCHEs IN lll1OolESS. CEJrnf1ED fIt 1\ REClSIDml PRofESSlO/W.. DlClNfER OR: AAClilIU:f As COHfO~~ Wl1K ASlU STNIOAAO SProA lION. D39S3-g1. -STANllAAO SPEI:lfIC:ATlOH fOR SJlW>PINI;. FU.T SlID. AAO SEALS". ' . NIl to:IIr ~ llD'1lI '" ......... fRAME TtEDOWN SPAONG CHART. fLOOR : ~ '11f:DOWN. I .a.ux" ~ .... - ............ _.~& ~ 13~~ $lN..i%" UAlC .. ~:S'-4' $lNCl.E '. U- awe. .1; 150-jet' SIN . ~UAlC:. u--tr. . .,....'~ :m-~'. . 1.6'" ';;we" 1CY-d" 1CY.;.cr 10"~ lcr~ lir-a- . 4:t' W Id' '-4%' ~ .+'~.":"::' -P- o '~~~~~~~~~i~~';':ll:~J:;': TYPICAL SIDE ElEVATION ~OWING TIEDOWN SPAaNCS .:. WINO ZONE 2 (100 MPH) FIGURE 5.10.1 RECOMMENDED TIEDOWN SYSTEM 1ltIl<lwN$ 1'1lTIOtrH ~ACiHC POl CIWlT 'TlfDOM.l SPACING POl.awrr 'IllllOWH SPAONG ~ ClWlT 1llllOWIf .SPAONG PER awrr Z'-{f IIAX ':TYPICAl CROSS SECTIONS SHOWING TI.EDOWNS J "" - .... ':\~"""'".''''' ...\ ..\ e -oo"~""'-- .:- u..\---. k ." ~ ,-0' :............ ......'0.. '.-. .:- ~ ...~?-iIFIC... ~ ~ ~.. .' (,) "1;:'. ;,;. ':0 .. No onA <-'~. -;. .. . ~ .... = :. -' -::-.::.~ - . . -' ~. ~ st.' .: . ~"~/""" "I.j . . -.~~~....~~ORtP..)~.~~ '~ir>liii;u." " .......... ~ t,... 1-'100-,.' .,'" l1r-O f"\.\.~ ......: . : ,,-:" . '. . . 'I, <<;; ~\'..... :' .' '....."",' . ..oJ' 1. nw.tt Tl(-ooYrN SHOu(O Be 1HST.auEO TO P!lOPtRty SECURE THt HONE. . 2. ~ 1lE:s AAt. 1lt0U1MD IN JllX>lTlOH TO' flW,(E TIEOOWMS. J. ~ TICS 1AA'l1lt stl:IJRm TO '1M( sAM( C!lOUNO #lC1-<<)R )$, 'lMt. rRAJ.I( 1ltDOImS l\'H(jl 00IJBt( HtAOO) NfCHOR IS Cll'NIlt; or RE:SlSTlHG COI.t8lHO> 1.00DIHC. l'lt10l .o.HCMORS loR( NOT 1'(ST.a:um -AT 'IllE NtaU: Sf>tt1nED IN TH(. TABLE A STAe1t.I2m PlATE.' MUST; llt INSTAlL[!) 1M ACCOfltlANCf:. WITH .NfOlOll WllUr.ocT\lRf:R'S IKSTR\IC1lON$. '~'. .~. ~".AIlO ~ORS ~ NOT SVPl'Ufi> , ~. -~. TIE STIW'S AAr. SVPPlJO) BY CVEROOH HQl.lCS. . -' ANCHORS NlO ENO TR(A1M(t{tS ARE: TO llt SVPPlIOl BY OTH(llS. 6. Cl'lOUNO '#loioRS NlO fRAAlE: TIts SKILl. et CIoP.o.8U or RCSrSTIIfQ.A/l VlTllMlt TOlSlOH LOAD .Of. ~ AI: ARC TO. 8( IHSTmrD PER 'THE WMlfH:1uRER-s 1NST,ItV,1lOtl ltISTRUCTIOHS. BUT AA('NOT 10 (XT(KO BO'OHD nit scor.IU. Of 1M( HO\.((, 7. STm AACHORINC (0\.IlPl4(NT ca>osro 10 'THt W(A1li(R SIW.1. et f'RO'Tt:CTEO 'I\'tTli AT u:.osr 0.:10 07. Of ZINC. PER SOUAR( f'OO1 or STffi.. 8. OC51Ctl llASOl ON 99-1/2" I-B(AAI sp...oH<; NlO A WJ(tMVI.l S1Dl:WAll. HElCHT or 7' -~ _ 9. LONCl1VOlNAl. l1ES /ol1.( !NSTAU.(O JUST lNSlOE 1-8(.AMS A1 CllQSSI,((MBERS'1N ...ccoRllAf<<:( WIlli 'Ill!: 'fASt.( mo NOlES ... ~. -ANO 7, , O. fR.tJ,(( llEDOWNS loRE f'OS1lllONED ,,1 'CllOSSIl(J.CflE'R lOCATlOHS (WIDilN 3") WH(H ~ couCS on: flOnolo4 fVNC( Of BQJ.I wt'lH #>PRd/m BUCKLE OR LOOP. 11. M<<:ttORS'SMOUI.D BE comrn:o. fOflTHESE'COtIOIl'IONS 6Y '" .PftOftSSlOtW..~ AACHIltCT OR A'tWlOtWi1' .RECOCIiIZEO TE:Sl1NC ,lA!lOAAlORY ~ TO 1l1E1R~,&.NCE. BASED 'OO.lllE .IHST~ AHCU: Of' DIACOtW,. T1( N(Q/OR ~ T1( t..<:W)1HC NlO ~ Of' ANOlOR., I(S'tAUAlJOH. AND T'tP(. Of' SOIl IN. WKlCH 1liE AHCHOlf IS 1'0 B(:~ 12: C1lOUHO NlCHORS SOOUlO ae: 0l8ED0ED 1'lOD'if"1.!;\E fROST lJt!E mo' at AT'. lDsT' 1 Z' M1CNE 1liE:. WATER ,Tt&i;;Mo 13. C1lOUHO NlCHORS SOOUlO er ~ TO, 'THOR . FUU. DEPTH; nro. ~ PtATES. SHOUlD.B( IKSTmm TO PROVIOE AoOt:O' RESlSTAN~ .TO .~. pft"\<SUolHG rOl\CES. 1-\. .AHCHORlNC"EOVIl'lm{1' SHoULO- BE ctminm>sY Ii. REClS'irnED:fiROl:t:sslONAL ENClHE:'ER .OR. :~>; TO-,R(SlST lH(S[Sl?EOJ;lED,.fO~ IN ~,wmt~ . .'. PROCtDIJRESJH AS1l.C Sf,t.NOl,R() SPEOflCJJlOrf ~~1,. STANOAAO .SPEClFICATlOIt fOR-. SlJW>t>lNC'; 1V.T st:aJ;:iiJli'O S(ks, t5.:CllOUNO >>lCHORS'TO BE-.IUcrEO.FOR l.CW)-,T~J':\lf; CHAlOS .1)1.1($ 1,s SAFElY rACTOR .0000-IJl.T1W.Tt'.~.>0f' "7~1 WIilOiE'VtR IS CREATER.. . . . Ill. STllN'Pii<<:.TO BY:.~E' 1. flHlSH. e. .cmt. CST($:.. STIW'I'IHQ, 1-1/4'". WtOt NlO .~~ lHCH~. IH. THOStlts,S. CERnrIEO..IlY A REClSTERED..f'ROFESSIOHAl'.EHClHmt.OR AAOilTECT . AS CONF.OllUIHC 1lmf ASTM STAHO.IIlO mof)Ct.- 110N 03953-91, 'STOOARO SPtCtflCA1lOtf fOR ~c. FlAT srm AND S(ALS", . . fRAME;. TtEOOWt-J SP.ACING:.c.H.ARl...iS!;E_mTE.....llL... EAVE I' WiNO ZONE2 OVERHANC. SPACING lost. HEAD lOAD I,(NCHOR metE 12" IMX' fr4 3" t.lAX' I 8'-(/ . '< ;. . . ..~.....:...I.' r.oi W' ~ . sr -'''"~~tf:...;:;.::.:~ ~.:.~~::;-~~.'" "......_'-......._11. -~,,-~. ~~.~'~~'I!,;{"fj~~~<~.,.P.~ ~.. . WINO ZONt;. :5 (110 MPH) FIGURE 5.10.2 RECOMMENDED TlEOOWN SYSTEM 11OlOlIN Sl"JOIfC Pal~ llrOOllIl SPJONC I' 1IOl<lMl $l>IONQ f'Dl owrr P(R 0WlT 1l!DOWH $PAONe Pal 0WlT 'll(()()wH'SP1OHC I 1"4 ""X. PER CliART f<<lltS: 1. flWlt '11[.,...(lOlIM ~ at: IHSTJU.ED 10 P1lOPua..'Y S(CUR( 1}t[ HOIoII:.' 2. ~ lla Nr( MQUlft[D III ~ 10 flW<< ~ 3. ~ lI(S loWtlE: $(O)R(D 10 b1( ~ CRO\JHO HtCHOll AS ll!( fJWIE TEllOwN3 1IH04 00VlllE ~ Nt010R 1$ Cl'PN!lE. Of' ~ c:t:l\.mIffll) L<WltNC. ln10l N<<:HORS AA( HOT. tm'..u.m.,t;{ 1H( ..viOLE SPECIflED '" 1}1( T..eu: " ST~,1'tATl: MUST fl& IIiS'W.lfJ) '" ~ 'MTl1 N010ft WHUf'1'C1\lflDrS ~ '4. fRAME 'T'IOXl'I!NS HiD NtCl10flS AA'( HOT SUI'1'U(l) 6T GVEROOH HO\.lES. ~ \'DI'T1CI,/,. m: STIW':S Mt. SUPPI.J(D 8Y CIJ(ROOH HOo./O. N<<:HORS HiD Dro TREAn.rorrs AA'( 10 . B( SUPPlJO) BY 0Tlf(RS. . II, CROImO NfOtORS }HO. f1Wo4E nES SIW.1. B( CN>..eu: or .. RESlSTlHO Hi Ul~TE 'i'E}(SlOH I.DAo or <47251 '.t AA'( .TO 8( lNST..u.ED PER lHE lUNUf'~ lNST.&UAllOtflNSTRUClJOHS. BUT AA'( NOT TO EXTOIO (l(YOffl) 1ll( SlOEW.au. a 1ll( HOME. 7. STEEl. AIfCHOR1HG EQ\1lP$(KT EXPOS([) 10 lH( WfAniER StW.l 6(' f'flaTtCTro 1!lTH AT l.DST 0.30 OZ. Of' 2JNC PER SQ$AR( fOOT.Of' STm. . .ll. OCSICH SASm OH 99-1/7 1-1lf}J.l SPAONe Nro A w.:xJI.IUU SIDOrAll HOGHT Of T-ft. .' . 9. l.Ol'lClTI1OlN. fu:s 1M. lNSTAIHO JUST lNSlOE HlEAloIS AT CRQS:Sl.IO,/BOtS llf JoCCOROANa: -\I!ffil niE TAB..( IHO NOTES 4. IS, HID 7. . 10. f1W.lE llEOO1rnS m. POSTlT1OHED AT ~ lOCATlOHS, (\mHH 3") WHOC SllW' COlIES OfF IlO'flOI,/ fUHC( Of" BOOol MTif J.t>PRf:Nm sucxu::.OR tOOP. 1,. NI010flS ~ 8( CDmflED fOIl 1lCt C:OHOInOHS BY A ~ ~ AA01ll't'CT Oft A' ~TlO!W.1.Y '. Rrcocmzm ltSllHG {,IooRATORY XS 10 1HEJR ~ 8ASID OH .TME .t<ST.tU.ED NOE. or ~ bE IHO/Ofl V(R1JCq" TIE l.CWlINQ IHO NfClE. Of' NfCHOR. lNSVUAllOtf. Nro TY?( Of' son. IN: 1lHICH lliE' NtOiOR IS TO, tlt lKSTN.UD: 12. CROOlIILlHQIORS.SHQUU) BE; D.I9EDOm8O.Dw'lHE mosT llH( NlO B( n.lDST 12". N!CIIt. 1li( .WATER TNlU: #CO . 13. CROOIIO ~:-SHOOI..O et.llfSTAUfl) TO lIfEIR fUU. OEPTM, HID'~ PUJES'Sl1CMJ).B('lRSWJ..fD 10 ~ ..oom m:srsTNfCt TO ~ OR SUOlNC FORCES. 1..( ~ EOU1PJ,(EKT Sl1OUU)' BE cmtifIE:o lrt A . REctS1Ulm. ~ DfClNt:ER OR NtCHITO:r'1O RESIST lHESE SPtOf1ED f'ORCt:S. '" AcCoRl:lol.HCE WrlN TES1lHO PROCEDURES '" ASnI STN<<wlo SPa:lfIC.tJIOH 0393-91, STAImORD SPEClflCAll01.. fOR' ST"RAPP.1HC. fl.AT STEIl. #CO S(,aLS. 1~. .CROUHO HiOlORS 10 llEAA1'ED F'OR ~ TA9JVJEl) '" . CtWltS..T1MES:.1.5 S,lFtT'('f"ACTOR OR lIl1lW.'TElo.-D Of" 47~1 WHlCKCVEft IS Cl\!ATER. 1 <4. SJR.OPPIH() TO BY 'Tln " f"IHlSM e. ClWl( 1 srm. STlW'f'lNQ. 1;"1/< WIOE NlO ~ IIfCHtS '" ~ CfJIllf1El) BY A ~10lW 1'f\Of~ [HClHE[R Oft AA01IT(Cf /oS COIlfORMllfC WItH ..~ :STNlCWlO Sl'tOflCt.- l10H ~S3-91."SWltWlO SPECIrlCATIOH fOR ~. ftAT sn:n. }H() SVJ.S'.. . . 1YPICAl SIDE ElEVATION SHOWING JlEDowN SPACINGS 'TYPICAl CROSS SEcnONS SHOWING .T1EOOWNS ~ ...... SEE: 'NOTE 10 . EAVE S'-5" J . 31~i. ..--....-,'... ,...;.~ .-..... .' 31~' n.OOR ~ 'I' eo" loW( , DOUBlE .~E t~~cU:~~ 2 2 .&4" &4" .try u. ~';~......~-'=<.~~;;.'7;:..li~..::~....:~~~~""..;.:....-..:,.;ir;~_,.jjf~-..: l'l!.~......."._._".~\..."v'''''''............_........."L'~~..,._=....,.-...i~!_.;;''''~;;; ..-~~i.....)~_"" '".~........' _. ,_.'. ,~~~:;;,:>:.:~a~:::-;::~:.~ TYPICAL SIDE ELEVA110N SHOWING l1EOOWN SPACINGS WINO ZONE 1 (15 PSF LATERAL) RECOMMENDED TIEDOWN SYSTEM LONGITUDINAL TIEDOWN REQUIREMENTS SUA-71 1. Sa:: ornER llRAWlHCS rOO flW.It: lltDO'HM R(Q\JIRo.ltmS, 1l1IS OtT.&lL IS fOR lOHClTUOltW. l1EOOWH OESteH OHI..'I'1'o 2. WHEN #lOlORS AAE ~OT INST.lUED AT 'THE mGLt SPEClflED III nu: 'TABLE A STABIUZrn PLATE \.lUST BE lNST.AlUD IH .l.CCQRnmCE wm; AliCHOR WNUf~RER'S IHSmUcnOHS. J. lONcmJotw.t llUlQ'HNS AND #lCl-lORS ARE HOT SUPPUED -4. GROUND ANOiORS ANO f1W,(t: l1ES SH.IU. BE CJP.lBLE Of RESlSTINO AN ULllUAit n:.HSIOH. LO-lD Of' .l,.72S1 ~ ARE TO BE INSTmrn PER 1Ht: I.WlUFJ.CTURER'S INST.lUA1l0H INSTRUCTIONS. BlIT AAE HOT TO EXTE:No BEYOND 'THE SIOEW1-LL OF 'THE HOUE. 5. SlID.. ANOlORING EOUIPUrnT EXPOSED TO THE. WEATHER SIWJ. Bt: PROitCTED 'Ml11 AT LEAST b~O 02. or ZINC PER SQUARE fOOT OF STEElt e. Otsl~H eAsED OH A I.U.Xl\,(UI.l SIDEW.&U HElGf-IT OF 11:-0. AND llll 1/2 I-BfAlJ SPACING. 7. RtsEJlVEO. . - e. ANCHORS SHJU Bt comFlm fOR 'THESE COHomOHS BY A PROffSSlOtul ENOINEER, AACHITECT OR A HA110H.AU.Y R(~N12ED TESTlNO WlOAATORY .J.S 1'0 THEIR RtslST.AMCE, WED ON TIn: INSTJ.U1:O mou: or OI.A.OOtW. 'Tlt mO/OR. YrnllOL nE LOJ.DtHO AND >>leu: Of )NeHOR lNST-'llA'nON, AAO WE or SOIL IN WHICH niE AAeHOR IS TO BE IHSTJJ.1.EOI ll. CROUND mCHORS SIW..L BE (l.lSEDOED. tlaow 1HE fROST UIlE AHD BE AT lLlST 12. JoBr:Nf. lHE WAIUt T.lBLE mo 10. CROUND AHCHORS SHAll BE INST.&UED TO THElR FUll DEPTH, AHD STJ.BlUZtRPUTES SHA1.L BE lHSTm.m TO PRO\i\OE ),{)QED RESISTANCE TO OVERl1JRHlNQ OR SUDIHO fORCES. ST.AB1UZER FLAm .ARE ~OT REQUIRED WHEN #;CHORS AAf. IHSTJU.rD AT SPECIfiED. >>lGt..!. 11. AACHORINO EOUlFl.lENT SHAlL & CERTlFlEO FI'( A RECtsTERED FROffSSIOH,AL ENGINEER OR' AACflrn:ct' lQ RESIST THtsE SpEClFlED fORCES IH ACCORrWlCE. wrTH n:sl1HO " PROCEDURES IN ISTI.l ST>>lOAAO SPECIFlCAllOH 03l5$l3-$l1, " STNl(l.l.RO SPEClflC,l.llOHFOR STIW>PIHCh 'FtAT STEEL mo SEAS. 12. STR/.,PPINQ TO Bl'1't'PE 1. flHISH e.',:Cl'VoDE.1 STm. STlW'PlHG. 1-1/". 'Mot MO .03S- IHCl;lEli'JH.lHlCKNESS, CDmFlED Bl' ^ REGISTERED PROf"ESSlOWJ;;':DiGIHEER. OR AAClWt:CT }S COHfOlJLlINO v.Tni ,lSJ)l."SJ~';SPEClf.1(:.l.- T1OI{ OJQ53-g1. "STAHCURO SP.EClflC).110H;fOR'~pIl;lO. flAT snn.. mo SE:.1J..S., . ., .. ......- 1/8. ./ .;~ ././ <>~ ./ ..,>? "./ ? /' <><> ./ .", ~ir~~? ~ "~DEGREE AHeLE . q .u ".. h ".. h "..".."" <t/'... ~~~ -4- ".. "..-~ ././ -:/"r _ . '/;"./ . ,/,/ ,/,/ ".../. .... ./". /' ~ ".. ,,"" "" ,/" /'./ ,?;<J' I.IIH. 12 CA. STEEl. (0.105' lH1<) ~~ (AST\.l )J6 MIN.) k 3/-4. I,lIH. TO COlTER 1 l/e. MIN -A. t\) ~ rot BAAcKET SIIe. INST.lLUD AHD \~~;~F STR.lP PROTEenOH AT SHAAP EDGES MA.Y BE ACCOrlPUSHED WItH A FtQO" R WIDTH 3' LO/{O PIECE OF . . ... HURRICANE stRN'PlHO 28'-8' DOUBLE. WIDE.. LOOpED IN SlOt . . BEFORE 'THE llE DOViN STR.lP Fodcual MObile Home ConslCucllon , .. < :P+OOF---~ '~~~EGAE::S'.. DOUBLE WIDE UNITS (J.J..TERNATe WITH BLOCK PIERS') OCT 6 2000 ~~"SW~lilQ=tFaE6~:::.. ,.. NO RESTRlCllOH IS TO PIER .1'l'I'E OR HEl~ . (EXCEPT ~ UI.(ITto B'l' 01Hf;R DETJJl.S) .<4.... . I.lIHIJ.(U~ UNrr lEHGTI-j ;lIH~ ~~K . D9.~p.~. ST}"CI< h.. G2!-=.o. ... ".. ta.-o- ;:52'-0. ji'-o. NUMBER OF LONcmJOIrW.. 11ES (TOTJ.J.. rACH END) o ~ flOOR Wlorn lW OOUl1LE W10~' J.lIHIl.lULI '.QUmmY EACH ENO 'OF EA,C1i SECT10H 2 UIN1UULl SllW' . mOLE . (OEGREES) ~ ~ · f'OR USE 1M J.a('J{E 'T~lE: SlHCLE: STACK BLOCK PIERS .. 28' MAXIl.lUI.I -HEJCHT OOUBLE: STACK BlbcK PIERS .. 6~. \.W(U;(UJ.I. HElGHT I.lINi\.lU'" metE-.or STRAP _ 40 OECRrr!;. . 'W.Y'REIilJCt .to.. o. OR 1 LONcrruDI~ l1E PER .t%f,,~!:!.[&~,Qt!~ llE-DOWli S1lVP mo mCHO/tINO posmO/i STmOAAD msT,&UJ;l'JON 'WINO ZiOiNE I (15 PSF U N>f'ROVED NJCHOR l'Iml rolSlOHINO HOD . J.PPf\C1VED 1lE -POYc'H STiVl' N'P R D'YEIl BVCKLE l-!JE:M( "101 SEE: ClWtTS. FlGURE: 5. to FOR MAXlI.IU!J PlfJt HElCHT'S ~ROlJNO FOO1lI'l c meu: Df NlCHO/\ TO , '..: IIE'N SAlJE", 'mlilE'AS " STiVl' . . . > ~ . . . . I. " m:-o<iWH; rnw.' )ND' ~ f>OSmOH \tiST ""-!..Ancm WITH CNEIl-'TliE-ROOF S11W>S l-evJ.l ~ FOOllHQ 3 ~ \'f ... '., ". ,.,Apf!OO'VED .lIE-DOWN STIV.'" SEE: cw.ms, FlGUnt 5.10 fOR WJOJ.IlJ),I PIER HElCHTS P1m lmO\JNp "'-. ~- "'" ~ . ,..,." H 'ti:NSloNlt{Q HDD HOTES: 1. OVOFTHE-/lOOr m:-oOWli STl'VM I-n HOT l\EQ Vl/W) 2.. ~ llt-DO'I!'H"S'l'IWS mo l>EYlCa TO KA.ve A UIHIlMJ WO/OONO lO.ID MfflQ OF'~ 1 rM (~ OF .. 7'Ul) mo /./IJST M: INST)J.J.Ei) Ii ~ct wmt 'tHE 'J.WilJf~ tmAllAT10N lN3Tl'lVC1l0~ ' J. PRoTECTIOH SWU ilt PROVIDED ^T S1iAAP CORNERS WH ERe: THE #/CHORlHO SYSrol RE.QU\R[S WE: ~ OF ~ STlW>S Ofl CA.9l.ES, , FIGURE 0.11 TIEDOWN & ANCHORING DETAILS 43: \~ I WIND ZONE II (100 MPH) & WIND ZONE illIr (110 MPH) ~ 1lE~ $TIW' N'D NiCHOfUHQ f"OSlT)OH fm.A.l..lAnO<< '<<l1li VERT1C.lL. 'T\E$ (OWX>l-W. f>OSmC)ti AT ~ J...eml) . 1He: DWXlfW; 1lE ~. ~y DE t.OOPtD ~ m:: ro'"' ~ THE OITE1'" ,"",~~.ne I...OCllJ1OHS llW IN HOT #'f.Ji' ""In VVII"'iIDfl1it.mrs.. ~ . NO . '}HJJ It 1a: IlElLY' ~~. ~ f{ ITS v.ur p~. ~ ~ rh' W.x) ~,~ cotIlCllO<< ~ 0€P1H OF eDJ.l. . f'OO'T1HQ .. N"f>ROVO) 1iE;~ ST1W>S metE Of .-.NcHOFl TO BE AS . ~IEU . tJt.llESS ~ $TNJll.lZER PU.TE, OR (;(ltlAA IS ~..um ~ ~ .-.NCUOR Wl1l1 T'IWi ~ ~ .. ~ TO ~TE ~ ~.10_ fOR w.xn.MJ. PIER HEJCffi', " ~~ Ymli T'MH ,~_~ HO.O APPR<:MD 11E-oowH S1lW' ~ ~ f'IER 0ft00N0 ~ .. RfTER TO ~n: f1Ql../RE ll,l 0_ fOft~~~ HO'TES: ~1HE-ftOOf llE-i:lOWN ~ 1ft: HOT Z.~T1E-oowH lmW>$ mo ~ TO ~ A ~ l..CW> rv.rm Of 31 ~ Of 4 N{O W$T flt mmu:o f{ ~~~~~ ~~~~M~Of 4. NfCHOfl;S IoI\m ,tUO WEEr ~ ~ f{ . tl flQl.IIl;( Il. 1 0 -. ' HOTEl t1f.:){ ~ sua. M ooOit OPEMHQS;_ I'REVEHT ~.~_~ TE'S I\T ~ I.W<IAVU ;m;m ~ Ofi W;mtO- 'M:,~ ne: w.r ~~^"~~t lt11 W. S'lUL" HiQl.E,'OON::l<Et' ~ 'm; ....,,,..... 1lf PAl .IOlST&fHE 'flmi TWQ tS/tt'a' ~~, tIU> ~ 0'IlQ ~'IltntOo' w,WfQ,~ ~ l.(W) p,.I.,IJHQ .......... pt U:Sal, FIGURE 5.11.1 TIEDOWN & ANCHORING ilJETAILS 44 UNIT INSTAlLATION fOR WINO RESISTANCE: FlGUR(5)-2:,ON-SITE ?ONNECTION OET~LS 160" /164" flOOR 28 WIDE WINO ZONE II (100 MPH)\ . 06(J" /..." flOOR 2S "'D( wmD ZONE " i''OMP"y9901/T ~~ 30 GAUCf ", (;) WIDE MINIMUM (CALV. STEEl) CONTlNlIOUS STRIP FUll LENGTH OF UNIT FASTENED EACH SIDE Of' CENTERLINE WITH 7/16'" x 16 GA STAPLES OR ROOFING NAILS AT 2 1/4'" O.c. MAXIMUM THROUGH ROOF DECK. AT SPLICES OVERLAP STRIPS 4" MINIMUM_ '-. [NOWAlL AT CENTERuNE 18xS SCREWS AT. 5": OC (MAx)(MAYBt -TOED'')":._ . VERTICAl TIES FACTORY __ INSTAlLf{) AT REQUIRED SPACING (se: FIG 5.10.:...) 18x4~ SCREWS AT 27 OC MAX OR 16d NAILS AT 10 OC MAX STAGGERED SIDE TO SIDE. ~""""""#I ~, .C DO' " . - ~"O~~ -_:..~. ~i>:I,,, ~ ,- _~.f...,'FIC:;', ~_~ .. .)....." --f).....y-~ ~ .:c, ~.. ~ : : No. ()045484 . \ :. - -. ...... - ': : - :.': * .: = -*. . J .*.. .. -:. STATEdF - - : .. ~~..... 4_..:~ ~ ~ ~ "'~o ~",. ~ ., ~ "-.- . ~ ~ ..~_. LOOP TIEOOWN STRAP. THRU BRACKETS INSTAllED PER CHART AND ATTACH TO ANCHOR (SEE NOTE 5) _ .__ OTES: . . . 1. ANCHOR EQUIPMENT AND DEVICES, IN~(UOING .STRAPs....TO BE RATa? AT :31501 (47251 ULTIMATE).... .'. '. DOUBLE HEADED ANCHORS TO BE AATEQ AT..' .tOR THE COMSINED tOAD AND SHOULD BE INSTALLED WITH STABULlZER PLATES. (ULTIMATE LOAD = 1.5 TIMES TH~ VALUE SPECIFIED I~ TASLE)- '. . _ . DIAGONAL TIES TO BE INSTAlLED FROM INSIOE I-BEAM AT. SAME lOCATIONS AS VERTICAL TIES. . REFER TO TASl:ES (FIGURES 5.10._) -.~~~~~ ~Al~AN~~~YB~Dsi~ r~-:~'r~~#':~iN-CAPAClJ)' (4725/ULnMATE).' - . BRACKETS ARE. 1 1/2"x1 Ij2"x11 -GA:(MIN) STEEL ANGLE.WrllfTWo (2) 7/10 DIAMETER HOLES 3/.(' 'MINlMUM FRqM EACH END AND 2- TO :r IN BETWEEN HOlE cENTERs (BRACKET -MUST BE SHIPPED WITH HOME). BRACKET IS LAGGED TO THE CENTERLINE - JOIST W/ (2) S/l6'"x.> MIN lAGS. ~ OPENING fOR (1) BRACKET _ 21'-(j FOR ZONE'1l AND 16'-0 FOR ZONE Ill. MAX OPENING. FOR (2).BRACKETS - 42'-cr FOR ZONE" AND.33'-'O" FOR ZONE .1lI. . THE eXTERIOR WALL SURROUNDING Alt.. DOORS AND' WINDOWS HAS BEEN DESIGNED TO ALLOW INSTAlLATION OF PROTECTIVE COVERS, WHICH ARE TO 8E INSTAllED IN ACCORDANCE WITH THE: AMERICAN. PLYWOOD ASSOCIATION'S -HURRICANE SHUTTER DESIGN" PUBUCATION ENTIJLED -SHUTTERS FOR WOOD. ~e: BUILDINGS". THIS PUBtICATION IS 'AVAll.A8lE Tl'lI:~OUGH THE AP.A., P.O BOX '1100, TACOMA. WA 98411-0700 OR FROM THE MANUFACTURER OF YOUR HOME. UPON REMOVAL Of' THE SHuTTERS, THE HOLES IN fHE EXTCRIOR SIDING. MUST eE IMMEDIATELY SEAlED IN AC(,'ORtMNCE WITH THE SIDINC MANUF"ACTURER'S INSTRUCTION . _ . qt-~(J 1$d .(.1.3S"x3 1/2") NAILS AT ft. OC 'OR !.8x5' SCREWS AT '16"-00 ~" ..- -- _~AGCER([l.:~T fLoqR 1 1/7 x26 CA STRAPS AT 9(')' OC FQR. ZOJ<lES.2. :~D 3. FASTQJED 10 TRANSVE~' JOISJ'S WITH (11) 71!0 xl6 CA STAPlES EACH END (1~ PENETRATION.MIN)' . ~ U1 ANCHORS AT CENTERUNE REQUIRED _ ONLY AT COLUMNS SUPPORilNC SPAt-lS .GREATER THAN 48"_ '- -------. ~.- ..- --------- ..--...------.-.--.---- WIND ZONE II (100 MPH) WIND ZONE III (11 0 MPH) 1U ~~ \oUmC.lL ~ ~ 1n. <<XTm Em-fJl ff( ~ f'R(M)fD ON M: HOIoE 00 B'I' ~ nm t..OCC.mH 00 A ~ Sl.m.ED 1Iffii M 00.<<: B'I' M WlM.IC1\rol .. . - N.L T'fl)()Wtl STJW>S NfJ- 00KCTl00 ~ I.AJST Kl,~ A J 1 SOl m.D'fC.J8tf ~ (O.iD (~725I lUll.Ll.TE LMl' ~). IfJTt: ~ TlJXlW1i STIW"S ~ HOt RfQIJf.fD Ii lIW Z~ L I{ST}U ~ AT ~ a.DSEsT TO FREE/ m? Of ~ #<D ATTJai TO ~ m<:HOR. HOTE:~~ HOlm CWERIISE. JJJ. -.NIC:H:>RS WST BE RAmJ we.. ~ 1 &)# N.J.J1IlNJ..E. ~I- ULTJLIJ'E: lAID III() ,ILJ. NiCOOPS /J SK:AA wms BE: tm&W:D ~ SH:lWH. . ...:-. - S ...., ~ -,'..,:.. . ~ -::Q \, STAT::: Or : I~;t ~ 2- 0;. <? · ",Ii . ".... ~ 0;. ~""'l!'"'' "h\ \'T~.., ....:...'''' " ~ ~~.() ". U.f..J..\-",,' ..,~~ ,t:' ~ v.n ......... '\..." ,..' "'I \''IOIl'~l ;'\4 .';';' '<, IV.t,,. - ,.,-'" "'f/lllIfl ~\\..\\\\ FIGURE 5.13 TYPICAL SINGLE WIDE SHEARWALL TIED'OWN I INSTALLATION 46 WIND ZONE /I (100 MPH) WIND ZONE 11'1 (110 MPH) ~ Slf:MW.l.ll ~ Tl:llOWH ~ N1E. 00{fftD E1TlO llY ~ f'R(M)(D Of( M; t-KlUE Oft 8'( HlIC.'.'ma ~ l..OCA'Tnf ON A f'11;I(T SU>fUD ~ ~ talE.BY M: .wu~ . ',' ;'" . .' '.. ,fU TID:JIrnI STPJ.PS NfJ COfH:C1lOH ~ WOST twE II JtSOl ~ ~ UWl ((72SI1.UJL&J! t.tWJ .); ~ l'(I)ClWH AACOOft ~ IS ~ ~ F U*:. ~ IS F~ TO llE ~ WN..L . . ..... '" ..' . ',' . . HOlt: sa:AA'iW.l. ~ ST!W>S t-n. HOT REQlWJ) .. WH) zOft L .I SHEARWALL ATTACHED TO. SIDEWALL .: . . . . . ~W)U CONSlRfJCT)Of( , <n:P) I ;l I I . I I I HST.ALl. STIW',IJ ~ ~ TO rna;/ 00 '*' ~ NfJ ,l.'JV,CH TO CROVHD, . ~ (sm; JIST.IU.ED BY 0i}QS) , to:-- f ~ SHEARWAU. 'ATTACHED TO MARRlAGEWAlL . HOTr: 1J.f:uss NOTED ~ ~~... ~~ IIJS1' lIE ffii.D1'. YH. 3t ~ ,tU. 'NtCOOR$ IJ a:Nt .~.. IIE~ . ~ ~'/SOOIH... . . <I. i r I t I' fl I r I I l f j i ~ ;:l .... . .'~--- '. : .1 ~ . .... .... ~~ ~'f. -(rrP) ~ S'TlW>s 1;1 8O'TH ~ ~~NI> ATtl.cH (sm: t(S'tlU[D BY 0THrRs) i i I \ FIGURE 5.14 TYPICAL MULTI-WIDE SHEARWAlL~TIEDOWN INSTALLATION 4T ( , .~ , ...,.j ~ . I .1 , \ \ \ -- :::.: .JS' - ; c' ;:), g ~e2: 5~..=- '''St."'''_::. .~~...:-~, ~. " Ibl q 8 ..... l:j e: <t) 151 r::! ::::a Q;) I~t is, 21 ...;, ~i ~:G.:'C' \7'12 2~;..~:' S.;,:7 N!.~~: ':-.J- ~ :0' l;~OO' I" '~ d "" ., ., ~: 1 J5' 18: 9 \ 1129 9000 SO,FT. N5C~5'OO'w 'i2iJ7fO' ('7~~ 1.3 I ~ :!; r"tIl'L.~ o:..'~~ ,-... ~ .... <&< v,s. vA ~-C~......i-CtZ!9! SECOND PHASE 1ifllL l OF EAGLE'S LAIR -:-';";:5 :'Lt. ':" ,JME'C~ J.\J!; :;':".'o~PS.:;:'~s. ~'[ =LC' .=-::';-../<;:...:5:. ,~:-=-:,,;,:;r;=:. ".: 'iQLi.JM[ '; ;,~ ;;~.l~5. ;'t,t;E } ~ ..! Q.~ =:..Ai...~M : ;"",'";-", NA!..-''''(, -;'" ,,16th STRffT 575.00' -- _--..E€::=~ _ _ _ _ _._ A PLAT AMENDMENT IN SUBURBAN LOT 100 IN THE TOWNSITE OF PORT ANGELES, WASHINGTON --- ~ 40' ,. c-: t.":. t'." ~ !<:S ~ t. r , ,. ~ <~~ 20' ~'.~"" I~ i?>f'~ ~..""".:j. lei C'I( >.~". If\... ~i.. 21 ._" ";"",,,, '". ~.<:> J(P , ~:i .,.,~~- ;0' rI&'; . 1;::- ~ _}- ,_ '?{0> ~ <.I ~I%' I'/:~'"" :~~i!;.~ -~1f R=50' 'l:;~./ " . fi'?4" ~ - OO~ ~:;; i :9', :le~'o.'1t ;,,'0' _ Ie I ' './ ' 'P?P~~',m 1 . --\.-, , 64'S2'~'II: -1... iQ..' ...l.. ,a ~ ~' T"!' I~: 22 5" ''or... 90' I ...'1 J bt Q "~' I H....J 2' , 18 ''(1 I ,ill I K:JIf'~ .... J()'! J()' .'C ..j .~^'" -!'I50' 45 '00' w fll I'" .., ",.;:;- '20.00' - Rr ~ ~ rv:;:t. : \.&J I~ ~2C ii ~I. I~ ~{' \ P L1/ D ~'" ~ 45'00' '. ..j ,_-'!::. _~57"~S:00-E I:.... ~I! 00.00' ".',\ .. Q 1'7 '\?" (1- :. ," I V) "ll~ t~ 2 I~ I' -; Jib ~I 0 : ~v52s'oo': l:<l t-L N56'~5'OO.W - W tl. ,..." 'r - 120.00' _.' ..... 100.00"- , I' ~5 ~~ ~II ~I~ r?~7 ~tl it, "'., _ L ,~ El~;;; ~!:;j 120.00' - f4;;) .l#- '5' kl I IN lUU,UU' 14 !ti~.i J()'! J()' .[~.. }?~' 100,00' .L7 trf r1 '31 5 _ lliO.oo,u---~~1 I r... 200.00' - .~~. . \.~~:7" ~C7!o.M'~" --S:SG"75~ _ S56'~5;00' --- .., 575-:00;--- - .., S5"-~5'OO.E I 100.00' N50'45'(}(f'w '00,00' i 18 . c:s " ..., laIC rili i\: ~:::.: f~: ....: r'":' t70?' ~ .30 l5: 9000 so,n: ~. f:. r:', I:::~ N56'45'OO"W 'i'OO7Xi'" I,,: :~.., t.:. .... C ""c ....,. :c:)~ :F' =l 1:- <: 1.-: , . 10' 40' 18th STREET CURve: CuRVE 7i.A5iUS 20.00' 20,00' 20.00' 20.00' 20.00' 5o.i5O' 5o.i5O' 5o.i5O' 5o.i5O' 5o.i5O' 2MO' 2MO' 20.00' iA8Li "iINGfH 31 ~2' 31.42' Lj2.:. 1S.:. 1925' ., ~ ~1~' << S4J4 1Q.M.' ~ 1.4.~' 4 Cf 'Ii i C7 I- I~ ;:z NOTE:S ,'. NO SUIt-CINe;- S.'1ALi.. BE .:'ONST.~UCi[D W,'jI-'fN .AN'\( EASCJJE,Vj AS Sf/OWN HEP:ON. :-OR eUILDt.% SET!];'':' ~ 5 :;OUP!.. YiN(, W!iH :HE RS ;;Oc-C ;~,lJ(. Si~ THE MAP ON nLC WfiH jH( POP.T .ANCELES DE,ot..RiMEN; OF PUBLiC WORKS. ..... l:j e: <t) 2. FOR SU80MSION OF SUBURfWI LOTS SEE TkE CONmOI. AND SUBOIVISION MAP 0,1, TED 1960 ON nIL WITH TkE PORT ANGELES DfP,ART/JEWT OF PUBUC WORKS BY J. U. WRIGHT. 3. ALL f.JSEMENTS SHOWN HEREON FOR THIS PHASE ,AR[ HEREBY GRANTFO TO THE CITY OF PORT ANGELES. . FJ ~. A 5 FECi WIDE By 10 F[Ci DEEP EASEME:NT IS GRANTED TO <JOP.; ANGE:LES CITY LlG"; A; ALL LO; CORNERS ~DJOINING A PUSLlC STP.ECi FOR I./Tiunrs .:>URPOSE:S, ~.., c I~ ih !i I 5. THE LOiS W.'i.'-!/N i.~/S aU i ARt IN iH[ ,o,l:fOXfMfTY O,C" 'r}ft WTLL!A},I P.. tAlRC.l-f/LD INTtRf.lA. TlONAL AlP.PC~i. THE PC$i 0'- ,oo;r; ANG[L:3 :'..0[5 ,1-10-; WIoP'.o.ANT 7'.~A i THESE LOTS WIt:.. ~~ Nt:"S et OUTS/Dr rH[ u;wrS7" NOIS! CONTOU':: C~P'P(!IiL:'- E5;ABLlS!-iEC, cop RESIOENTlAL USE. 6. ALL LOTS WITkiN TkIS PI..A T ARE SUBJECT TO CONDfTIONS, COVENANTS ~ RESiRlCnONS RECORDED UNDeR AUOfTOR'S F7LE NUMBER , RfCORDS OF CI...AL1/W COUNTY, WASHINGTON. m @ m. JUN - 7 /996 2 OF 2 PORT ANGELES PLANNING DEPARTMENT DEL;A 90'00'00 90'00'00' '9O"5OW 90'00'00' 55'09'00 47'01'12 S6'On7 ~ 51'23'02 62' 15 '59" ~ 9075iRiO ~ ~~ ":- '~' "*' "" ":::. "" ~, ~ ~ ~'.. ~\~ ~ -:::, .'" \\ --:::, ~ r"rl'Y'i -5G 3C :.:'~t...: LEGEND . FIE -BAR WI;;; PLAsnc CAP MARKED .CLARK ~;2;:r c FOUND 8P.ASS CA.? IN C/)Nt;:>['":"; =-:..:....$..... . srr BRASS CAP IN -=QNCPETf =-!..:.:5J.-i 14":--:" ;;',j""t.V.E'._- ~ DENO;ES EASENlE:NTS ;?A'~;[;;-; -..[ ;17- .;c PORT ANGELES .:-c," ~::".';:5. ~'..,:~c';"5ES :-,p CONSTP.UC7JON :..t.J[;, ~~::.:.;:. :,: >>ti,~A.;:>v j{iIIEPS AND STO.,v :NJ;;E~ :OJ.;:;' -'~5. ~;::~:;;:S ~:":.-:-.~''::'... ;:m c.':~i':;~iS ::'i.3:Y.:"'i:~ ~~,:..: ~ - ~~v ',+''':::=- ::;=:'f~-':~i :'A;:!..7}[S, ':N; w....S~ 3: =:;'~-[';-::' t"'I:" IA':.:', -":"-"f[; ;~~~~t;'~;L~:=i?~'5;;.i;i:~~'; ~:j{:f."'? :;~;;\i;;I~/'-~: FENO"J'-; JNr. ';~-E.;' S -=-~-:-;~E3. N:i""'!N -;...:5:- ~Iz2ir~&~.~1FiJls~~ffj~\i~:{;F}:' ') ,HRQUGI-i ~ 9 ~NO L:OTS 22 -~~-:':,,'G~ : ~ "'LS.: ~!'IOiES ~.5€Mf!'l73 CP~"'r.-[:.. -; -,'-If :.~... c~ POPi ~NGELES .rop :.Ji:~,'i7r5 :;'./~cC;5[5 =-;:,= CON5T?'JC7'V;'" 4."JC ~r~AI-::; ;; ;"J"i!7'JP'" ):.41[:''5 CJ ~T~~~E~~~~D~~_:~i~'~~:' :i:- ;~~;;- ANGELES. I.NlD SlRt'E'rINC ~ CONSlA.'lINC =>.0. ~I ~9'i -. I ~.l') "I. Sf" .l...... 5.olou..... .... MJ8Z {:.eO) s.m-l'''' VOL. ;::AGE PREPARED 5/04/05, 13:10:44 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 5/04/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL SUEDIV: PHONE PHONE : (360) 452-7690 WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 04-00001065 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 12/28/04 JLL BUILDING FOUNDATION MONO SLAB 12/28/04 AP BIRDI 681-0777 BLBT 01 1/19/05 JLL BUILDING BLOCK AND TIEDOWNS 1/20/05 AP BERTIE 681-0777 PL6 01 1/27/05 JLL PLUMBING WATER SUPPLY TIME: 17:00 1/27/05 AP Bruce 808-4758 ~:::_::__~_~_____::~~::N::~:::: ~:/::~::o:__~~~::__~__~~:::~~_________________ ~ ... PREPARED 1/27/05, 13:33:46 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 1/27/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL SUBDIV: PHONE PHONE: (360) 452-7690 WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 04-00001065 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 12/28/04 JLL BUILDING FOUNDATION MONO SLAB 12/28/04 AP BIRDI 681-0777 1/19/05 JLL BUILDING BLOCK AND TIEDOWNS 1/20/05 AP BERTIE 681-0777 PL6 01 ~c-::: J~ (:) PLUMBING WATER SUPPLY ~~ Bruce 808-4758 -------------------------------------- COMMENTS AND NOTES -------------------------------------- TIME: 17:00 01 BLBT 01 PREPARED 12/28/04, 13:18:24 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1619 DELORES PL SUBDIV: PHONE PHONE: (360) 452-7690 WILCOX, THOMAS/IRENE 06-30-00-4-9-0220-0000- 04-00001065 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ';~::';-:~~::::~::i;~~~~::;:::;:::~,;;;;:::_-_:_:_:______:::::_____________ '"\ oj ENGINEERING DESIGN LOADS 1 ~<;,~ LL~~,~~A~~~~ ~ <;::'~W~ONE 1 SEISMIC ZONE: 3 PER U,B,C, ~ SOIL BEARING CAPACITY: 1000 PSF II I I UANur ACTUREO HOUE REOUIREUENTS 28' DOUBLE WIDE IIII 99 1/2" rRAUE SPACING 40' UIN STRAP ANGlE ON SIDEWAllS 3, UATCH LINE PIERS OR PERIMETER PIERS I.IAY NOT ' .t 28" UAX- PIER HT. (TO BOHOU or I-BEAU) ALIGN W/ CONCRETE RUNNERS. MATCH LINE PIERS OR frtf. '1\ ' "\ SIDEWALL rRAUING HT. -7'-6" "'AX. PERIMETER PIERS YotiICH 00 NOT AlIGN ARE THE . .... ,(', \4/12 UAX RDOr PITCH CONTRACTORS RESPONSIBILITY. INSTAlL PIERS PER S'" J 16" OVERHANG INSTAlLATION MANUAL. C () 1'111 Q\...-~ 2. CONSTRUCTION SHALL CONrORM TO THESE PLANS, ALL <:"'-' .1" 't.\ \ APPLICABLE CODES AND ORDINANCES INCLUDING THE 1997 -< \.).... , \ '"\ 1 <'~ \..... EOITION or THE UNlrORM BUILDING COOE AND THE MANUI' ACTURED . OC-, \ lj,.>;-.}~ S..( V HOUE INSTALLATION MANUAL rOR KARSTEN HOUES (TlEOOWN SYSTEM, rlGURE 5.10 STAUPED & .,......... lJ:\J 0 . \ SIGNED 9/30/97, LONGITUDINAL TlEOOWNS, FIGURE SAU-71 STAUPED & SlGNEO 10/30/00) ,I.. ~ t--... '('- CONCRETE NOTES l"Z '\\'<:.~ S ~r' ~Tl ) t>-\-tS :\\~ ~~ IIII " O\)~ r_ ~ \>- IIII c.; \~ \J . ~ ?5:-~\ ~~ MATING LINE 1111 1111 "" "" "" 1111 IIII "" IIII 8lJ VARIES INSTALL HOOK rOR ENDWAll (LONGITUDINAl TlEODWNS AS REO'D PER INSTALLATION UANUAl 10' UAX. ,5 liE DOWN HOOK 0 10' O.C, "'AX, (SEE SECTION A/I OPlION II' HOOKS ARE 10 BE IURNED OPPOSITE DIRECTION) fROI.I END I OWN ... :.. 1/" , - #5 CONTINUOUS IIII "" IIII 1111 " II I" I 1/11 1M (>.,,\ ()~ tV ()\)~\) ~~s sJ ~~ ~ c. \>-G~ '0()'\\~ 1~?11 \~ --' \>- ~ '\ x.. ~ t>- \.. " II ,()~~ G~~ IIII ~s~ II I I tiH .-H 1/" 1111 "" C .' w" "") "" OR PIT RUN 1111 "" ::i 1111 :> - ,/ ,5 TIE DOWN HOOK / ,~~T~~GI~N~~C:R;~F~~ALL / '5 ALONG HOOK UNDER ALL FOUR BARS ," CONC. SlAB OR Pll RUN , - '5 CONTINUOUS -i{l&i. :l~r'~; -;"'-';"~"""';-"::';~,""''''''''''''';''''''1i~j ;;,,~:. -,;; ; "i,;'" ~"iE~::: :~ fA\1 ~ SECTION:OP+lo~t W NTS SECTION NTS GENERAL NOTES NOTES: '. rOOTING NOT DESIGNED rOR SHEAR WAlL STRAPS YotiICH "'AY BE REOUIRED PER INOIVlDUAL HOUSE PLAN. 2, I.IAXII.4U1.1 UA TCH LINE PIER LOAD THA T THIS rOOllNG MAY SUPPORT IS '000 PoUNDS \11TH A PIER BASE AREA or 128 SO. IN, \11TH A SOIL BEARING CAPACITY or 1000 PSf'. " CONCRETE SHAU BE A COUMEROALLY AVAILABLE TRANSlT- MIX PROPERLY PROPORTIONED AND DElIVERED TO THE SITE IN READY-MIX TRUCKS. AGGREGATE SIZE SHAll BE A MAXIMUM or 1-1/2" IN FOUNDATIONS AND 3/'" AT ALL OTHER LOCATIONS, SlUMP SHOULD NOT EXCE(O 4". CURING COUPOUND SHAll BE SPRA'rt:D ON All EXPOSED SURr ACES II.4UEOIA TEL Y AfTER rrNAl TROM:llING. 2. All CEMENT SHAll CONrORM TO ASTM STANDARD C-I50. AU AGGREGATES SHALL CONrORU TO ASTM STANDARD C-33. ALL REINFORCING BARS SHALL CONrORM TO ASTU STANDARD A-615 AS rOllOWS: 13 - 15 BARS AND WWU - GRADE 'D 3. CONCRETE USEO rOR rOUNDA nONS AND SLABS ON GRADE SHAll HAVE A ""N'UUU 28-DAY COUPRESSlVE STRENGTH or 2500 PSI. PER KARSTEN HONES CO. uANurACTURED HOUE INSTALLATION MANUAl. AND SHAlL NOT CONTAIN LESS THAN 5 SACKS or CEUENT PER CUBIC YARD. ,. SPLICES IN CONTINUOUS REINrORCEI.IENT SHAlL lAP AS NOTED ON THE PLANS OR AS FOllOWS: GRADE '0 REINFORCING BARS: ""NIMUM or 32 BAR DIAI.IETERS, 5, UNLESS SHOWN OTHERWISE. THE MINIUU'" CONCRE IE COVER fOR REINFORCING SHALL BE Z- (XCEPl WHEN CONCRE!( IS 10 fl( PLACED DIRECTLY AGAINSI EAR IH WHERE IT SHALL BE 3" 8-:1; ,5 TIE DOWN HOOK WHERE SHOWN ON PLANS AND REQUIRED PER INST AllA TlON MANUAL , - 15 CONTINUOUS 3- CLR, NTS NO. REVISION/ISSUE DATE nn..r: UAHUrAC1t)R(O HOU( fOUHOATKlH PlAN - KARSttN C()&.IPAHY FOUNDATION DETAILS & NOTES o.I(NI: THE KARSTEN COMPANY 8RIAN WOODCOCK P,O. 80X 537 STATTON. OR 97383 Z ENOVIC & ~I' ~ P(o\8OO, Sl. SI{ . ASS(X'I ATI.:S ~~r.~,':.~~l - ""COftPORAI(O - fAll (.\60) 417-0~14 EXPIRES 8/12/0~ ORAWlNG: _/OT/0219S/IP8-1.DWC JOO NO, SH((T 02198 OAT{ 1 AUGUST 2002 SCAlI: 1/'" ~ 1'-0" '" ".--- 02/07/2005 13:25 3505830859 KIRSCH ELECTRIC INC PAGE 02 ?J0 0. a Elcctrical Contractor o Annuilll'el'mll' Q Alarm S ~+ '-'~'! a Owncr _... o Carni,,'al 0 Commel"cj;tl >>e~idential ELECTRICAL WORKPERMTT APPLICATION o Request Inspection o RC1iidential Mnlnt. 0 Si~ns 0 Thermostat 0 Telecom. Job wired by f( Electrical Contractor [J Owner InlOtat1lHi(H'l description 1 '-l>.. 0-J~ ~ t- ~ ....... x Expiration Date of card a Cash a Chcek # o CreditC3~ ~atd _ Discover Card # -~V\.-:I}d~-____ 7/3.(TO Inspection fee lB. D I herehy certify that I am the owner of the above nllmed property or :l licen!jcd electrical contractor (ClT (he finn's authorized agent) and am mil.king lhc electric:!! in~tall(ltion or alteration in compliance with the c1ccl1'icallaw, Chapter 19.28 Rr.W. WALLS Insulation Only C'EJUNG tnsulal:inll Only THERMOsrAT SERVJCE D'lle ^""roYcd Hy n~le Alllll'OVlld By Dnlt ^pprtlVerl Fly UnIt ^f1prnverl By DITCH FEEDER CoveT Co.....er l)nle ^l'Irmve(1 ~y nn,... ^Ilprllvc.l By I)~I'" ^M'"wt'd By Unte ^llr'lIvetl By ~_c.trlcal LoadAddltlons and or subtractions o NO LOAD CHANGES o Baseboard KW Cl Furnace KW o Heat Pump _ Ton _ LAR o Fan-Wall _ KW ~Ice InfOLm,!lIon D Overhead ServIce o Tomp Service o Underground Service Voltage ~hase01 03 Service Size: _ Feeder Size: Inspection Dlltc Area. Building or .Equipmcnt Inspectcd Action Taken ElectriclIl lm:p~ctor A 2.-P;, - o~ 0 if) +Ira, :$ ~IJ&JT ~~ '-' #~ ...2/7/oS- 02/08/05 Tl~ 16:34 FAX 360 681 Oi80 BUY-RITE SEQUIM I4J 001 ~ 259403 Hwy 101 . Sequim WA 98382 360-681-0777 800-640-8591 Fax: 360-681-0780 TO DATE :z. -c9-oS- PAGES I FROM ~ !/Jh4/- o /7,12- 11/", a /J ~ ~ J..,j xI/ ~b /t It?