The URL can be used to link to this page

Home My WebLink About1701 S Butler St - Building 1--- Q ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~62 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00001045 Date .981535 1701 S BUTLER ST 06-30-00-4-4-0090-0000- RES MANUFACTURED HOME 3/21/05 RS9 RESDNTL SINGLE FAMILY 55000 Owner Contractor BRULE, SUSANN 279 PIERSON RD SEQUIM (360) 775-0925 WA 98382 NU TREND ENTERPRISES PO BOX 1780 SEQUIM, WA SEQUIM (360) 683-6080 1456SF MANUFACTURED HOME TYPE V ~ON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98382 Structure Information Construction Type Occupancy Type Other struct info 6.20 1. 00 9000.00 1456.00 1456.00 1. 00 ------~--------------------------------------------------------------------- Permit Aqditional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL KEYTES/ 200A MOBILE SVC + FEED KEYTES ELECTRIC 78.70 3/21/05 9/17/05 Plan Check Fee Valuation .00 o "'- ~ ---- Qty 1. 00 Unit Charge Per 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78.70 U\ 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-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. 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 manufactured home in the RS-9 zone for a total lot coverage of 16%. Setbacks are good. No land use issues are noted. Electrical load calculations and elctrica1 permits are required. Construct driveway to City Standards. No concrete with exposed aggregate is allowed in the City road right of way. t lit :i COMMENTS! ACTION NEEDED l'< ELECTRICAL PERMIT INSPEO'JON RECORD .:t, CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MJNIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCItPTID COMMENTS I YES 'I NO I JII (:H III U'!(yH.IN7 ~UVJj.K ~.tJ(. V ll.,;~ . , FINAL I I . , I GENERAL COMMENTS: PW-lI02.IS (4IH) S "I.tl..~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~(12 ..' Application Number . . . . . 04-00001045 pin number . . .981535 Page 2 Date 3/21/05 Special Notes and Comments Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Other Fees RES OVERHEAD SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER ..SYSTEM USE FEE 410.00 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 78.70 78.70 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2184.50 2184.50 .00 .00 Grand Total 2263.20 22/;'3.20 .00 .00 COMMENTSI ACTION ~EDED ELECI'RICAL PERMIT INSPE~JON RECORD '" CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. rr IS UNLA WFUL TOCOJlER, INSULATE OR CONCEAL ANY WORK BEFORE rr IS INSPECTED AND ACCEPTED. . KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPIt DATE COMMENTS NO GENERAL COMMENTS: PW-II02.15 (06] r; .... r190RT ~G'. ~~~ if 'EiII ~-- "tti:.,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ---------------------------------------------------------------------------- ~.~\ e /; ~/{J; Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00001045 Date .981535 1701 S BUTLER ST 06-30-00-4-4-0090-0000- RES MANUFACTURED HOME RS9 RESDNTL SINGLE FAMILY 55000 Owner Contractor BRULE, SUSANN 279 PIERSON RD SEQUIM (360) 775-0925 Structure Information Constructlon Type Occupancy Type Other struct info NU TREND ENTERPRISES PO BOX 1780 SEQUIM, WA SEQUIM (360) 683-6080 l456SF MANUFACTURED HOME TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98382 Permit Additlonal desc permi t Fee Issue Date Expiration Date BL MANUFACTURED HOME 1999 PALM HARBOR #5235 230.00 Plan Check Fee 1/14/05 Valuation 7/13/05 Qty Unit Charge Per BASE FEE Special Notes and Comments Buildlng address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locatlons. Manufactured home must be pit set so that no more than 12" of sklrtlng 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 eletronlcly connected to the residence's smoke detectors. The alarm bell wl11 be painted red ln color and identified as "F1.re alarm" The proposal will result ln the placement of a manufactured home ln the RS-9 zone for a total lot coverage of 16%. Setbacks are good. No land use lssues are noted. Electrlcal load calculations and elctrlcal permlts are required. Construct driveway to Clty Standards. No concrete with exposed aggregate is allowed in the Clty road right of way. Sanitary sewer connection inspection is required by 1/14/05 ~ WA 98382 6.20 1. 00 9000.00 1456.00 1456.00 1. 00 .00 55000 -.. Extension 230.00 'J e - ~ ~ --- (tl .,. ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, If construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thiS type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give a thoritylo violate or cancel the provisions of any state or local law regulating construction or the performance of conslwction. . J . ?/./7" -05 Date Signature of Owner (if owner is builder) . of'ORT~ l~\' rea ~-- ~w:i<P CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 04-00001045 pin number . . .981535 Page 2 Date 1/14/05 Special Notes and Comments Public Works prior to back fill of ditch. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2004.50 2004.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T'\Pohcles\1102_15 bUlldmg permit mspectlon record05 wpd [1/412005] INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE -- -- 1- DATE 4/06/05 / PREPARED 4/06/05, 12 55 43 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1701 S BUTLER ST NU TREND ENTERPRISES BRULE, SUSANN 06-30-00-4-4-0090-0000- 04-00001045 RES MANUFACTURED HOME SUBDIV PHONE PHONE (360) 683-6080 (360) 775-0925 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS FALR 01 3/23/05 JLL FIRE ALARM TEST TEST OUTSIDE FA BELL PERMIT THROUGHT L&I, BEFORE FINAL BLBT 01 ~4/06/05 f\JLL BUILDING BLOCK AND TIEDOWNS KEITH 461-1999 NU-TREND -------------------------------------- COMMENTS AND NOTES -------------------------------------- ::---- BUllDING'PERMIT - APPLICATION FOR OFFICL.\L USE ONLY Dale Rec it - g ~6'1- Porm,,' 0 y.~ Q ':1f5! Dale Approved 17/ tJ1. LL Date Issued Fill out COl\1PLETEL Y and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Uyou have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 APPhca~nt or .;A.gent. ~ Phone: O\\'11er 6/f-Lt!;? 'vy~ - Phone: 77S-: (::) 92. s- Address: '-9'- 11'~~ .),U) C1tY'~ zIP:9?3 F~ Arcrutect/Engmeer: 10;: Phone: ~ I I~~ II ~ ~'t3Pb. ~ /-1'"7:- Contractor/uU 7K/Z./Ub lJlJ1State LIcense #I{~IL Exp' j-2S ~'5J5hone/~. ~ PROJECT ~ ss~ /&",f;;~ zo~;, <P~? 11 z... LEGAL DESCRIP N: Lot: q Block: SubdIvIsIon: c--~/es ~ I V CLALLAMCOUNTYPARCE 90 Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: D ResIdenhal D New Constr D Re-roof D MultJ.-fanllly D Addlhon D Move D CommercIal D Remodel D DemolIhon D Reparr D SIgn BRIEF DESCRIPTION OF THE PROJECT. City: Exp. Date: D Stove D Garage D Deck D Other ;Z e ~52.. SIZE/V ALUATION: 1'-J5b SF @$ /SF.=$ SF. @ $ /SF = $ SF. @ $ /SF. = $ TOTAL VALUATION $ S.s:- 00000 'PCkiV/;l fl6V'br..r- J999 'TI=~2:S2A-t5 COMMERClALIRESIDENTIAL: Occupancy Group: No of Stories: Lot Size: q ODD Exishng Sq. Ft. Total lot coverage ~ , 2 Occupant Load: Construchon Type: & Proposed Sq. Ft. I"~ h = TOTAL Sq. Ft. J 4S:- b % AFPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ i I PLANNING USE ONLY: ESAfWetland(s)' DYes D No SEPA ChecldIstrequrred? DYes D No Other BUILDING PERMIT APPLICATION SUBMITTAL: The Bmldmg DiVISIon can proVIde you WIth mfornuhon on the apphcahon and! plan subl1llttal requrrements If you have queshons. I VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applIcant. Tills figure 'WIll be reviewed, and may be revised by the Bmldmg DIVISIOn to comply WIth current fee schedules. Contact the Pemnt Coordmator at 417 -4815 for assistance., PLAN CHECK FEE IF a plan check fee IS due It must be subl1lltted at the hIDe the bmldmg perrmt apphcatIOn and construchon plans are subl1lltted All other perrmt fees are due at the tmle of permIt Issuance I EXPIRATION OF PLAN RKVIEW: If no permIt IS Issued wIthm180 days of the date of applIcation, the application will expire. The Bmldmg Official can extend the tlIDe for action by the apphcant up to 180 days upon written request by the applIcant (see SectionR105.3.21 of the InternatIOnal Bmlding/ResIdenhal Code, 2003). No apphcatIOn can be extended more than once. ~ I I hereby certify that I have read and examined thiS applicatIOn and know the same to be true and correct I am authonzed to apply for this permit and: understand that it is my responsibility to determine what permits are required ,not the City'S, and th Iso in such permits prior to wor~. ! T \RVESS\BLDG-fonns-brochures\2003-BmIdmgpenmt wpd Date: ... ',.() I I d 'S- 0 C) 6-~u 01 o 32 g I / (;7/Z- - I I !5~'~'O~'E_ -i: 151 100.00 I I 00 I 0 I ~I ~ I 31 cr- I /~ZO : I S56'45'00'E ------4: I 100.00 10 I 1:3 001 o'<t :3 I III g I 30 cr- . I /70;;;2. I f- W W ~ f- VJ o 0 o 0 ui 0 cr- 'ot III I'- , OJ . III M 305.00 EIGHTEENTH 575.00 STREET S56' 45'00'E ft(l{/A!rt?e- ~S/a/eS' /7()/. s. ~uTLEt- ST: CD ~ L- CD /~ f-: L 0) ....~ k: CD L~ K L @) "- ,- R L 0 6 R L (2) L. p l. NOTE:: EASEl' ALL EM TO THE PURPOS, SANIT Af w , o o in .... M M Z ALL EA STORM BE PRO CONSTRI THESE . AND OT, AREAS MAY BE FROM T 19 AND ALL EM PHASE TO THI:. A 5 FL GRANTE LOT CE.. UTILIT] BUll: NO BUr: EASEMl ' LINES r MAP OJ' OF PUB SUBD} FOR Sl; AND SI' PORT ( ...I. l;. '^ SHEET OF ;i\ \:J ~ ~ .-L t ~ ~ ti ~ '01 y The City of Port Angeles Building inspections Dept. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. Manufactured home's are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Foundation crawl space and ventilation are required per the 2003 IRe. The ventilation required is one (1) sf. Per 150 sf. of crawl space. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. If gutters are installed a downspout drain is required to an approved drywell or other approved locations. Footing drains are required per the 2003 IRC and are required to an approved drywell or other approved location. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. If outside of (4) minute response area a sprinkler system or an exterior bell approved by the Fire department may be required. A final inspection is required to be approved before occupancy can occur. Garages. A continuous footing is required around the perimeter of the load bearing walls, although some manufactured homes are designed to accommodate a garage. The garage must be designed as though it is independent from the manufactured home. Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRe. Garages detached and attached to a manufactured homes, require standard wall bracing methods to be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width. This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPRO V AL" 11/04 FILE ~, ..-.. q:u'CuoW-pcdo1Io::l . UlOJAJ....OJU(P1Ue.lJ . p"lAJJSJ1:! S1l{'3T)1 UV A,HO:JUlPlUCl::l <:>> --- --- 3 - - - - ---~ -~- ---.- . --~------- ------ --q---~--- -~-------- ~:---~~~~- ~____u - _ -=~i-~~.-~- . .. .._-. .~. . .. . .- i' _ ~t .... rO~-U---- .-- - N ____u L-----'i J -----t------- ---- ~=i~_.=-_';a =- ~- .=-.~~-=-==-=~-~~5i---. .... . . . - F-llE ~-~- -- - 5 - .~\R- ~21_~_~= .--- - ~~-~ -~ot~----- -- A- ~4-C- 4-fC:~- -- - - ...-.-~..~--=;~~ ~ Qo-;p . __CITY QF P_ORT ANGELES_-_Constructi~n ~ans The Issuance of this permit based upon these plans, speClfi~ n - cations and other data shall not prevent thebu':dmg official -- from thereafter requiring the correction of errors in said - - plans; specifications and -other data, or from -preventing --- _bu~dmg_ operztlons being earned on thereunder when in violation of all codes-ani:! ori:!maneenf this -jurisdiction. _ (SECTION 303(e) . iform Ulldmg Code.) _ Approval~ate --; --BY - "J[l;--- --- - - -- . saloN AIP~a . r- Z~ "r' :alea '::.~ z.,?~-97~:pafqns S. 5UTLEIL 5r: 1701 I 1---.--.-.--.. ._-- - '--.-- ,- , T'lf' I ..-----~7-8.---.-~---- '" C01'1,ol'''', I ,. I I .. _ 1 -2.1-l'>>-! l--- t . - r rl~' I 11, I 'r I I I I I ,I . , ::p I I I I I . I I . '" F oundo. tlon Plo.n Port Angeles, 'viA Q: I "'__'__h.__ _ .___.......1 I I I , , #4 Rebelr continuous All sloles - 6 Anchors Equally Spo.ceol <132,8' D,C,) ANCHOR DETAIL _'-'::_0- - rr--- -----~ -- 5.5' Coner'eo'!e slab 2500 psI II I I l 'II II II ..==~ I 6 I i I I . -..- -.. ,n_. __ __I I I Morrbg. line s.. ruq\.l~;;;- SVj:IpOrt ...qulr'l'I.llts-- -::tc: _ , ,"""------- I .. ---.-..-----------.-60'-4"----..-.--...- 17 D J S. ~IJTLEJt.. Sr, T1e.Down Engineering Mdt MI')2 GolvM;z~cI PI~ 59121 or equivalent ~-lMloecldeol 5' ./ Typlco.l of 12 "'l'bo.t~ ( Anchors Equo.lly Spaced (l39.~' D.C.) Conerei:e Notes. ASTM Std C-150 & (-33 Re-bar ASrM A-615 GrBde 40 Au, 18 04 10;00a Hount Vernon Stafr ro. 1 , 360-419-8063 SAC IND. CONCHETE TIE DOWN ANCHORS ~"'-~ /~---- // J -----... 3'1 /-~;f?:r ~:'5' i'ij 0 ij ~~ #6005 #7000 /17 JO 1 p002 ~ 1'1 n ]V::"A fl .~,,!y1j. '^<", /-1.). > ~<., . ~~ ""~4' q ~ A 'J {J13,56 ~0 00 CHASSIS -..........., .- , PIE~ - - - . . . ( H4002 '" ---..... . . - .' \ 90LT-Ot< TOP ~ . _ '~_::.' - .,...-.-;;'\ ii7001~ t'~ ,-: . '1:.-.; ;;-:-;, -; .' l' STEEL t '.'~ -- pOOO 7' S-(EL STRAP -;' ,~ \v"" STl~AP f, !BuCKLE W /HCLE ~"~ / \.\ q_______,.~--;--,.........;y. ,\ ,~/IEoa5 sour .' . '>/.~ ~>~r:--- SOlT & NUT -' ~?......\... BoO ' ~ : ;!5c\~~ , . N... \' . ..' , . , I;;('~ \ - ~ , r;V k,.,d ~'.'" ~ ~ I CONCRETE TIE-DOWN 114082 #6003 #6004 INSTALLATION INSTRUCTIONS -- ~, '<I '\, .----:-:~ \..r. . ' :~ '-L----- ALTER01ATE CONNECTION [)(ISTING CONCRETE - /f600~ 1. CONCRETE MUST BE A MIN!MJM :) 1/2" TH,CK AND I~, GOOD C:JNDITION. 2. MINIMUM SLAB AREA OF EACH ANCIIOR IS 28 SQUARE '[ET. .5. DRILL PROf-'ER SIZE HOLE I'J SLAFl, A MINIMLM OF 12" FRO'v1 ANY SIDE 4. EXPANSION GOLT IS 5/8" x 3 1/2' WIIH 1.1INIMUI,,~ 2 3/t." EMBFDMENT AND G. ~ 8e POJND PULL OUT, 7,160 POU:--tD SHEAR . NEW CONCRETE - #60QA 1. PLA::E CONCRETE ANCHOR INTO W:::T CONCRETE. AND ALL:)W Te jROPERlY CURE. 2. ALTERtMT[ CON,~[CTiON RE()dIRES tl5 RE8AR PROFERLY CM3E:[:DED iN CONC~ETE. .CHASSIS CON~~EC1I0~ 1. .AfT ACf-i STRAPS TO CHASSIS BEAM 11'1 MA 'IN [R S -101'lN 2. IF AI~GL:: OF SID\:. STRAP IS GREATER THAN 68' STP.A" CONNE.CTION CAN !)[ MACE FROM ANCHO:::< TO OPPOS11 E CHASSIS BEAM 3 INSERT STRAP THROUGH SP _:, OO'_T. CUT OFF EXCESS STRt,P AN!) TI(;HTEr~ 80LT 1;1\ TIL STRAP IS SNUG. " ,..... ...... '~I:,::<l ,'-'~::}-. .,' . ..... \ SIDE VIEW ~ BEAM CHASSIS C,fE ':' BEM.! CHASSIS NOTE /,3 SHEEI 1.11 FOR T IF nCWN II, ,0. Jf<llL g/16" HOLE AT MID HEIGHT OF SEAM ....'1D INSTALL 1/2" A307 SOLT . ;", ~T"FICt,l) '""'- . -' ~ _ - - - - :, r: -'J''': ~---jru. ~-':-::J ~r ~ ~ ~" '~..: ~~ : - ' . - r>"'~~~..~ ~ ,~\ ~~ -/1 \ \ j/ '\ / SIDE V EW \- h.RFC" BEAbLnlASSIS SEE "r" eEA/1. CHASSIS NOTC (/3 SHEET f" rOR 71E DiJ~.N :!'<FO. .-- - . - - - -. r- - - - - ..... . , l I, L----~........Z~ --' A /..P' /'\ I} '\ " \, J. \ \ " . ,I \ \ 1 \,' 'SiDE VI[W =If" e;J L.;o3 rj'~ 'P 11~' n , " . / ,i \ \ I JI t, , If' ,I \ 1 " . \ , , l'W VI~W END TtE: DOWN CONTRACTOHS CERTIFICATION I CERTIfY THAT i HAVE INSTALLED THE SAC IND, INC. A:.ICHOHlt\C SYSTEM AS PER THE INSTALLAT;ON [~S'~'l:WCTIU'i.3. I Hi\VE MADS NO MODIFICATIONS TO THE .'\NCHORING SYS'!EM OR TO THE BlllL.DING STRUC'T'URE COMPANY NAME. CONTRAC l'ORS LIC # /7IJ/ s. l8urLEIZ Sf. -' , Patio Slab Anchor Thi:; anchor Is deslOlled to be rf)S~rtl!d tl'1roUQn 8 3/4' hob drmad or forme; itto ~ oxi~t1nD 'onerele slab. ...., '. \ ,l e C> ra ~ I · Concret' mU!il b. l 2500 PSI minImum c/:lb wfltl .(' m!nlmum t!1lck""e ~nd f/8 )( 10/10 wire mA5l'1 ar fiber mClilr inslullea. t Co~crO!t ,leb must il'ow 412$ Ibs of v.rtll:.1 Itns/on 0" ."ehor wlthUllt IffillQ. Thl~ !I!Ume5 lIun the OOl'!crett 1\'!lQhG 'SO Iba 1m CU, ft. · ~lnlT11um dlililnce Iram thellnc/'or I~atl Co OM edgf 0' ItII! ".b 5 4 in. rrom 000 fd~e and 2 tt !tom dt1y other lldOb. , AfUr Tlvllwlng I'urrlattlt\l IItOd 10 lfta ,~tIf. (fIlii ~ GlI in )t 3 In, halll n lhe .1111 .... 1110 6I'Iehot "GlUlI: to tit 10000td. ~ "'ac. 1tO,1 ClIpo~IQ" slaovft eW)t b61l1r.d p&ace lilt,) IN wi*, 001" · Place 1"6 W~ElItH omo me IllpiVIllOO boll , Thti;!d /lul onle '~'Il"on ~Or, 1M 'glllen until maxlm(J!l'I 'XPiPllon 1l1118il.~","" IlHW hi. lHlan uh_wd. · "e'"l,vol lIur dltU w"bl L" a,,1I "I:ttll 41lthor halUl ollor 1I11~Ullbcl:. · Plt~ Wltll.r ,nd nil! Ilnl\'J ~oIt IJ illtaclt c1nchcr~ead, tlgh:Qft NIt. CQNCrete Anchor TIll: U/J~ i~ d~rQntd to be in~ailoll .nto a Corn:rcl~ $lab at 1M me 1I1e eonCftl. I::; D.lno POUI'I" . Concr.fl must bo I 2$00 PSI mlnlmllm sla:l WIth 4' mlnlrnur'l Itilel<1less al\l1 EI6 JC 10,1- 0 wIre muh or Ik me!h ~.JI/ed. - OonOrete SI&b must anot'J H~$ b!; cf lI.rtlc.ll llll.i~n tin Menor WiltTCLf I/tul\Q. TIlls lU'umu tn.t the concrttf wtlohs 150 'In prr eli, ft. · Mlrlrrurn c1/sfJOCl from the ar.cllof snaf. to Olll edgt or lh, s;ab iJ 4 in, from ono eD<le 004 2 ft from any o~er Ol1c. · 11 'n'tlJfe~ In ~ -4' slab It m;fl:lII11tr' clstaltcu tMTl etJQev. an ~4itiOt'Q1 '~y~r or BIB ur t OilO rr~h Is rr<-..onlillllxJa:J · SlAb M\!st be e II\. ml,,!mum thickl\.1l8 alloaatlor \.f1del , Concrt!t mU&1 ~ II ~oo PSI mIll/mum ~~h ""11 4" rMimttn IhJ'~;ntSl a.'1d t'$ x , iY1 0 wIre I'Ildtll Or fltcr I 'ftIth r~.lIIJad. · C4t!ortl. 1i&lI~ I~l QijQw 41~G Ibt r.I .i!rtIo.1IlonLlllh 0/1 IIIctlal rJiU101'1 lilli/C. Thi) cmt:ll't:. .ha! Ih& CO"GrtlO 'Nd~S 150 'Il! ~r ClI. n. · MInImum _;stance from the !nd1of sm1/ 10 &l\D OIto 0' Itl~ '11101& 4 .n. 110m on. 'd~. ~r4 :; ft. hrr ~' o'ar IdOt. · " InlrilliQ ;. . I." ~b ~[ mInimum ctls-t.v.cu 'terti ! IId~,. ,)11 acd'Jlmil/ 'IHr of 0/& or 10/10 "Irt mel" Or I 'IMr mUll 1. 1'8~Il\/'l'I8r~. I I ~ i ~ --- I~ tD _~119 I- -(2E tV E/J ~-:=:i.l. ~ J ~~~_::=~:::I:==~_=-:~- .- -~=~:: -- --~-I W.-/l5 C-CJ'lc-e=-L--4'LC ....-.~....-- c ------- -------IJr+--ACJ----0l1lE--Q-L-----rt-l-C----CClN-JZ?/lC14Kjt -- ------ - -- ------1 ""'-I-..f-tZ..rtE-6-/-p-P-I-NC;--(7~! -------- -- --------- - ----------- ------rl5"o-28NNE;-----~~G-C- _#_r_ -- --- --- --- -------- --~--t-7__O-/-~~TLE/C-.--- --- -------- - -------- II -- --- ---------,-j-- ------------- ------------,.-------------- ..... -----1t-L1;( r' ff.LVL~~zi"E..e EJ:-.Ll.tv_____ -------------n----~-45 ~.N'I4JL L~------_______________ -==-===_ir===-c <:. I-A-t~=======: ~I cr/5 EN7E/t'?.e'/SES-- ===-= l==~=--~ _ _~-~--:---~~------ 11 i2 ~--'2C-ac:L--- -----------11'------------------- ---- ---------11----- ------------------ --------- -- ----------- ------- ------- i I II . , a C> a ~ I'-. I il Cl)1 . I/) 1-+ ........ ~ Q: {I ~~ iE ~I a ~ I.t') - , , In 2500 BLK W 16th I ~ r- 10' S56" 5'00nE 460. 0' I .-.......6500' ..... .... ... 8250'........ .... .....8~ 50" ........ .., 8250' .... ""'"'''8;L50''''''' , 'I'. ::: .... . ....:.......: . .. .: :'..:' :::...::::.::. ,'.::'::'. '. :::::,'. . .:.::::.::::. :':':':::...:'. .., . ~11!-~"'~-----"'~ "'r- ---.......~... .................... ----........i... --1-;'-------...."" .,.----- -------, - 1 2538 ~_ 2532 ~_ 2526 1- 2520 ~. 25/2 ~. .35' I, ~ ~ 8 ~ 8 :~ 8 ~ 8 ~ ~ al 6 ~ a 5 ~ 0 4 I~ a .J ~ s:i 2 ~ c al . - L - '. - l.... - "I .. 01 9264 SO. FT. "') _ 9075 SO. FT. '") - 9075 SO.FT. I"') - 9075 SO. FT. '") ~ 9075 SO.FT. "'i) .. ~ "') "') ~ IV) "'i) J ~ ~ ~ ~ ~ : ~15' [ 20' S56"45'00"E I:. 500.00' I ....0'.,....- ~-77/ ~ ,~,/. ~~....,.-,' ,-~--...--, ' -".., " / . /,o,/" . 7TY;?'/;;:"X':O:'l"'":'.///@ ,/,o~~m/,', ,,///'1.,. , ',., . //77, ~r'7/7;'77T.rr, /77'77- ,:....;1 ///8500' ., ',o ;".~8 5 ' / ;.. //''//'//8250'//.' ,,;.:.~ '. 250"/h- /0'';/'//8''250' j 1/ . ,. . . ,/ / ///.. .. ,'\ .. / /, . . ..:.,' -'-' . /..:-. ~,C1...11L:l'~>.< '.;- ~'~. ~..ot/.lL\~',,:..... ..:.,w'~::: /~~. ~I~ "''''../---:r .....:,:....... J TZr:r.~ T '2..... ""~" HJV.VV l:.... -r" : .VV J I ,: 161 I ~t ~~~;!V 10' 10~j~ ;'~L''- 10' 5' 0 II a, r.;a ~;K~' / ^ . 20' , a ~ al .:; a ':{<). . / "'k. 0) , . C) 01 7 ~a :~:3 .<~. o~ 20 f~ ~/ 21 ~ a 0;)1 9600 cO FT t:- 0;) .>v~ '\(; ;,'\..o- ~" (() ~, I. I -'.. ~';,:.: ~~-..J '\~~ o~~ h/Ici' g t 0...., '. v 0:> ~ . a/ ..... 1 t::.<.:. '::-;)~ ~c9 ,..~ fC;J -, : N56"45'00"W ;:::;:: OS~ ,,~-\,-;~~ ' f~/' I I , J..... L' %. 20 /" II I 120. 00 '~:;: It)~ ~V / .: R=50' t beg ~/ I .'/_. ...~ ,y/':;'>>'.. I 00 lo\''l; i ~~.l\,"". I',. I "/h .. '/ -.--. ~'. .;wy ~a.' I , 1 1619 .:->;: "'::-:.: .30 '<~1"/..'~ ~<'^'",.... C8~" .;.:' '" ~Q,~~;1e ~'''' "/.' ...... ~'^-', "'....... r..&:-x-,r n'" .v'" ~;?',. .'y.. ....... I t:X'.' .......1 '" /'//;-.~:.\ ~"I"'l' " \ v.<.. x,?," a ' I ...' ..,.,'. 19 ,~.. , "'''./ \ t~... . "/'1 ,....: al 8 I;' a ::;:~;J ";:?' ~." /' '<;0 ::~~; ....... a ..; a ....,;.."j /" . :\, IV .''v,'l "') .1 " . ,{.;/', I . Iya .'. "''''1 ~~: 11400 SO, FT. !OO:;~ *m'/1 20' J /U' \-- 10' ~":~~ i;(~ 1 . "','I L' , 22' Il::l" I '::;. ;.: ~ 7/,{, .: -.L 10 10\ =;? lc):~1 I r 20' ?$.: v~:: if,77/7'7/'8",,17" -, ~.'?: .-:% I ~ ',,'0;' / "'4 ~... '" 'C)^' "". :.: . e/,/,,o"20 00' .' . .'.,:.:- ~l 1.4 \ I J 20 ,a." ">,..... . .' /. '. ?....., ';AI' 5' ,r'l >- '- - - - ;.~. :.-....... a ~6' /r/ " I ~h. .-,'J...... '1t r. .//N56 I 7' t::c'o(","<..-"_ ~/.,...)<...) ~ ' . .'-J /// -T"" -- "I' . .-,..-, -.... 'I 1701 z.:', :;:y, 0 ",,, ::,., ~0 1'0"ii100~ '}:.::"'" ,,'.',', al ~. a. >.~~ ~ '0"" I . '.~ . .!l!: - ffi1-~> l;:::'~ ~I f..~, ~~~ I.t') 18 ~ 1 ~?-: k:i~ L.C)I . L.C) ',}~:t " 70' 70' l t:'X: ,(::;::;j /'.;,1 9 00 SO fiT t.~ >...... i II.t') J J I I', ., "'. ~. It/. .... . "y' r.. .. I . I' .;:;:;:: ::-:::. I~ lal t:;>...; 'a ~l I ~ '...... ....... II'.. f al /\ ~.:<. 'a? I N56--45"Or:;lLw- X? ::~~?: N56"45'00"W R~"') 0: 2\) f~:~;o:~ . .u~ - - - -,-- to) ~ K"',?? O'l'.l , ......' J! q' .i I 120. 00 ~~;;;. ::;:::- 120.00 L' I . , I ~ ~:::;: :::-:;.' I r.'?" ......~ ~ . ~ r' ~ \ ~ ~'''''' .....,A I ". .. (j....~ ... ",:i ,..d, t ,...... .. I ."..'-" >:::" .. ' ','>:~ :-:-:< al /707 !:a' :~:,':3 lal I C'I" ~, 5 45'00"W I:~::? ::;:::;1 al ' a' ,,,.. la"' . . . . . . lC)1 1 0 ~~lt)' ~t~a 1 7 :It)l 9 ~,.J 100.00'- .:~:. ;;~.;;. /'.;,1 ./'.;, .4 I/'.;, ~ . "'- a 'y.' <<-.~ L...J I 9000 SO.FT. ~:x,<. ::W ~. ,,--\ d \ al: ~<:::~ ;::.;:;, , I v...... .')'..... t '''' -.:\ I . 1 1"""'" .......J .. I ~?)o',,"',,' ,.,fO"-t _ .. ... J ""', , ll) . '.\)<.'" ....".....:i- S5 I N56'4'0 " ':?:' .~::~:. _S56"45'00"E~ II .- .' ~'_/ ~ a: :;t:' o~~ I.t') I l' n~ .... .,. 1200rr' / tal '~"" a.'l _ I ,~~)':'iJ . \ ":~, ?'" . t . "') fal 24 t: <: a( . ,,~ .r,' " , I, I'^.....I .x.(.... ......1 ~ I , ,') :..~:.....~ ''o ': ; 1(." '" ~ I V'I ~~v>: "'~/1 ...... ,I jJ 713 .. k~. ,~L...J ~ I' I I. -, r J I~v "'^ ~ al' :, ~C) -::;:;:jl la' ~, &%1 >~$1 al. .;?/. a la Ck: I ~;. ,<->:: It): . 11 ~lt). x~ ~ 16 1lt)1 0 HI N56"45'00"W ~W ~~j. /'.;,1 9000 "OFT p::/'.;, .:~~J 1/'.;,:-oJ I. .....,,,.... I. ..J.. ",' '.... - I.. 1.--; -'0000'- II.. ,.... r~ !X.n L I .: "" t . -...;j;' {..?'/: I " 1':' '. ") I . Q 1 ~ -: ..%8 : . N56"45'00"W t.> :::W',; ~ N56"45'00"W H '..1 . J Pig): ::{~ ____ "4.J I ..'II......." 10' -I 1- .120.00.' .?':":~:: 120.00' :.;U I a a: I~f: b~~ . I WJ;:' ':<<~ I .. a ~Ial ~i: a':: 'I 1719'-~ %" .':v.) I'I~ Lw 1.t'),....:1 25 1"')0'.,....:.. a ~: a ..v;~ la I '-'I ~ \' .......-:: ......1 .' a' >'y" la I.t') a ;- 0), ~<... f: 0):- "'I ; .';';', - I ........ '.'.' . 12 ~. . ......~ 15 I . . a "') I .....r. ...... I.t')I . L.C) .'/.... II.t') ~' "') 1 ....... '. ., 1'-.: 9000 SO. FT ~.I) :::.::j I/'.;, I "') ~ ~ I I:;:;::': ::::::: ~ [:::::" \~J : . ~ ~ : N56"45'00"W f:'~'i" <'" I N56"45'00"W ..:" :--::~: S56"45'00"E H "') ~ -'0000'- 1-:-:,.. ':-:-. ,. ., I ~I T ! . .... ... I 12000' '/'. . :;.:: - 12000' - I I':;::;; .::.: . . . ...' . I '15" . 1 f ,.. "''''1 I I I' .... '" ..... ..... I ' I ....'. .. '.. '. . " " . ~'o 'o'o , I , . . .. , , 1 &:; . I' a, . . . ~~ __"''-- r--.. ,........ .-:.:J....... ~ <: !I / l jJDd' lllOJ).;lhOJutPluUl . P;lll.nPtT !GqEt'd rrv A;lf>.O::JUlrp.Hld QI I / /f II /' J q J ~ l .~.-. ..B ~ . ~ ~' t,~ (t~ . ~ ~g, ?- r'~ rt5., I r~~U '5 _ fy5\~~jJ- J ~~-,' n~~tt=S' ,~~~4~~ - /~~. -=< ~o 41" ~ '-0 1 rP ./ ' ,~ . ,($ ---~' -FII~E- CI1:V OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these plans, speclfi. cations and other data shall not prevent the bu;:dmg offiCial from thereafter reqUiring the correction of errors m said . plans, . speCIficatIOns and other data, or from .preventmg , build~ng operctions bemg carned on thereunder when In ViolatIOn of all codes and 'ordlnances of thiS JUrisdiction. . (SECTION 303(e). iform BUlldmg Code.) ,.', ,-:-:-;;- ()L. By "JL ( ./ Approval Date 6') .., saloN: ::,(rrud--c:;:, ,,1,;.,' , ~'.';:B'UTLEIl 51:"- '" 1! ~ ~~-9?5':pafqns :alUa r~ ~r' Ll~lt12lCfixo'-," LONG AQJUsnNC NUT ~~~:J: ~,- -~-' '~~.', \.1.~ ; .~ " ') SAOOLE JACK 1" THRrADED ROO r---------, I I I I t I I I I I I I I I I I L__..l : NUT I ( '- ~ ~ y , ~, . ~ " .;: ~. '}j$~I~:;'>'< ..:.. . f"",_ '~'"\" >- , : ," \~I, ~ '. ,~... li .- . "'L~. 4.,:, . -:\ " '\ , "\ :. ~ 1 :1 / ~ / S/lIIOlCI1I' PNlE1. TOm . aN1'ER 1.' THREADEO ROO FOUNOAllONWORl<S PRE-CAST PANEl. OPTION @ OBL RIM JOIST HOMES I I k-~-...J 1 ~~-~~----------- ~T--------------- a n :\f: f III 1/11 ~ ~ ---,- -'- ---- L1tX1W" ANGlE 4xli BEAM '''\~ / $MlICUT PNCl. -~m-'eiNffil------------------------ ,.' '1 ( %..J.~ . ," --' . '."', . '1 ., '... G?(ltYq.. ,.i LoJ :II! o ::t L'PANEL 7 "U.CHANNEl. ATTACHED TO BOTTOM OF RIM JOIST FOUNOAllONWORKS PRE-CAST PANEL V~ PANElS SlW.!. lIE RIU. LENCnl 4'-0" PNIEl. SUPPOllI'Ell 0\'Dl (2) PEJl IlU)CI(S 5,0001 LOAD RATtO FOUNllAnONWORKS SUPPORT BRACKET ASSEMBLY 4'-0" PARlW. FOUNOATIOO PLAN F'OUNOAllONWORKS PRE-CAST VENTEO PANELS AS REOUIREO PlASTlC WEDGE TO LEVEL i"' HOLE 4x6 BLOCK -LENGTH .TO CARRY 2-3 F'LOOR JOISTS \\ \ \ END VIEW \~\ ~'5XI8" REBAR ORI\IEN , \ INTO, GROUNO \.; . , , , , 'vi 'U" CHANNEL AT JOINTS ATrACH TO BOTTOM OF RIM JOIST SIDE VIEW PERIMETER PANEL BLOCK & SUPPORT STAND 1 112" z 1'-0- 1 ADDITIONAL F'OUNDATlONWORKS PANEL BLOCK AT CORNERS FINISH GRADE BRACE MEME3ER AT ALL JOINTS (2)15 REBAR PER PANEL BLOCK ORNEN INTO GROUNO CUT PANR AS REQUIREO TO FIT HOME DIMENSIONS FOUNDATION VENT AS REOUIRED 4x6 SLOCK - lOCATt SO 'THAT IT CARRIES A MINIMUM OF (2) FLOOR JOISTS Af\ r:oUNDATIONWORKS PANEL BLOCKS AS REQUIRED o PANEL JOINTS . tD ISOMETRIC AT CORNER ::3. o :; FIN. GRADE - ::E i". HOLE END VIEW SIDE VIEW 21 1/2" INSTALLATION INSTRUCTIONS ," WEOCE SLOT Install panel blocks with 2" WIlle I\ange at ",tenor of the home and ancOO<age holes 10 th& exterior of th& hOme, IlI$laIl panel bIoc:l<s' a. AI comenl by aignlng lnteftor eclge$ of llIodIs b. AI 48" an C<lClter from 0ClITl8<S to QlfIter of waUs c. Addlllonal block at ~ 01_ 2 Ill$l3lI stGel support lltac:I<els cenlllnlll over the 2" lIang8 and COOIBAlClan each tlIOCk 3 Placa 4lt6 In sacklle jack Channel 8tthe top of the S1ee1 support braCk8llllSUllllg thai 11 carnes a minrmum of 21loor jOistS..nerv applic:atlle. _ ~ __ -Mi~_~~ nl!L to_~ ~ ~ of the beam 10 th& heoght 01 the homo. S. PIaoe panels In skirtlngc:hannel Insu,uachpe;;'Hscamedby-21l1oclu;_ --- -- - -- --- ------ -- -. 12" maximum canblevllnlll Place wedges from the lntane< in the wedge slol and un<l<< tile panels 10 Iovel a. Sawcut panels as reqund III m. b. Insl8ll ventecl patIeIS lIS /IlqUlI'lId. c Insure atlea$l one access door IS prtMded !of un<lerCarTiage fl\8lIltenance per IlOmesedlor1. 6 Baddill to d9stted grade not to excaed 10" from top of zr penal. PERIMETER SUPPORT STANO o .. TYPICAl PERIMETER - m.~ANEL .8LOCK--- WEDGE AS REOUIRED TO LEVEL PANELS THICK DRIVE ANCHOR HOLE (TYPICAL) TOP VIEW o ;1~R~~:rER PANEL BLOCK o PANEL ELEVATION 11Z' '" 1'-(1' ~, BUTLel 5r. 170J ., \0 'D - ;:: -t lEE] N ~ I+~ ~ + + + 1+) ;... - -$- -$- -$- -.- -$- -+ .ff] c:EJ -+- -$- ++ -$- + 1+1 r.j-I -+- + -+- -+- t -dr LfJ -t- r=E3 -qr ~10' 11' 14' OR 164 .. [I] .. + + EEl + + -+- EEl +. . . [1]-$-+ FOUNDATIONWORKS, INC. COlT AGE GROVE, OR 97424 PHONE (541) 942-3465 ..:: o ~ ~ ~~ Q 1:(:;; -$- z< ~== ~:E ~ ~~ ~ . + Q 8 g~ ~ " Z!-Ul~< ~~~~~ -$- ,.;l rIl i!s< < ~i ~ -$- -. -$- PERMANENT FOUNDATION SYSTEM INST ALLA nON INSTRUCTIONS I INSTAlL FOUNDATIONWORK.<; FOOl'INGS AND SUPPORT COI.UMNS TO SPACING, PER ntIS SHEET. 2 FOUNDA nON FOR CHASSIS BEAM SUPPORT SHAll. BE LOCATED AND SIZED FOR TIlE LOADS, AS SHOWN BY MANUFACl1.1RED HOME INSTAlLATION INSTRUCTIONS 3. LEVEL SOIL AND PLACE REINFOR(."E!) PJlE.. CAST CONCRETE FOOTING BELOW MANU- FAC"11JRED HOME, AS PER LAYOUT ON THlS SHEET SAND OR 'loW MINUS MAY BE USED TO FILL IN VOIDS UNDER FOOTINGS, WHERE GROUND IS UNEVEN. 4 SINGLE AND DOUBLE UNITS PREFERRED FOOTING ORIENTATION. WIIERE EVER POSSIBLE. lS TIIAT THE ~ DIMENSIONS OF TI-IE FOOTINGS BE IN 11-IE TRANSVERSE DJRE('1'JON UP TO ONE-HALF OF THE FOOTINGS MAY BE ROTA'JED so TIiAT THE LONG DIMENSIONS OF TIlE FOOTINGS ARE PARALLEL TO TIlE MAIN FRAME, DUE TO SITE OR SET-UP CONDITIONS 5 SET SUPPORT COLUMN TO ITS LOWEST SETTING, PLACE IT ON CONCRETE FOOTING AND ATIACH IT TO FOOTING WITH '/. BOLTS. 6 RAISE TOP SECTION OF SUPPORT COWMN UNTIL IT TOUCHES BOTTOM CHASSIS BEAM, 11JEN LOWER UNTIL HOLES LINE UP FOR ADJUSTING BOLT INSTALL '/aw BOLT THROUGH SUPPORT COLUMN THEN TIGHTEN 7 TURN LARGE NUT UNDER HEAD UNTIL PLA IE CONTACTS BEAM. INSTALL 2 CLAMP PLATES AND TIGIITEN FIRMLY 8 FOR FYNAL F1NE ADIDSTMENT AND LOAD TRANSFER TO FOOTING AND SUPPORT COWMNS, TURN LARGE NUT UNDER HEAD e S' mlIXl1Ilum $ 22' maxunum . ne<<IecI for Exposure Conly /f-1O 12' 14'OR 16 --'I INSElITFOR %X M.B. I~ ~ 38" ---1 PRECAST.1IEJNFORCIlD. UGRTWEIGHT, mNCRETE FOOl'ING I" ~~, !----- fOOTING NOIE FOC7J'INGS AJm28" sQ. INCHES 0VERSIZI!1O AJ.J.J:1W FOR CHIPPINO. 1. 4" T T' BEAM SIZE NOTES SPACING SHOWN ON nus PLA.N ARE FOR HOMES WITH 10"' AND 12w BEAMS. ANY 6". 9" CR6.SSIS BEAM IS NOT TO CANTILEVER MORE mAN S' ON EACH END OF UNIT. SPACING OF FOUNDAnoNWoRKS FOOTINGS AND SUPPORT COWMNS CANNOT EXCEED WOw. HOME LENGTHS NOTES DOUnL?-~ WINDS so MPH EXPOSURF. C UP TO 44' 8 FOOTINGS &. COUJMNS 45' - 60' 12 PooTINGS & COLUMNS 66' .72' (MAX): 16 FOOTINGS & COLUMNS SINGLE-WIDE: WINDS 80 MPH EXPOSURE C UP TO 44'. 4 FOOTINGS &. COWMNS 45' - 66': 6 FOOTINGS & COLUMNS 66' - 72' (MAX); 8 FOOTINGS &. COLUMNS TIE DOWN NOTES SINGLE.WlDE HOMES SHALL HAVE AN AUGER AND SlRAP-TYPE TIE-DOWN, PLACED AS SHOWN ON SINGLE-WIDE PLAN. TIE.DOWNS SHALL BE AN AUGER AND STRAP- TYPE RATED FOR ^ MINIMUM OF 4250 LB. PllLL0111 DOUBLE-WIDE HOMES IN so MPH W1ND A1tEAS WITH EXPOSllRE C, TIiAT WEIGH MORE 1lfAN j(](j()() LBS, OR ARE CONSTRUCTED WITH COMPOSmON ROOFING AND SHEETROCK CLADDED WALLS, DO NOT NEED THE FOUR TIE- !?QWNS SHOWN ON~. SINGLE-WIDE HOMES IN SO MPR WIND AREAS WITH EXPOSURE B, m:~QOWNS AT EACH Q2BNER ONLY AUGER 'TlFrDOWNS SHALL BE USTED AND INSTAllED IN ACCORDANCE WITH THE AUOER TJE..DOWN MANUFACTURER'S INSTAlLATION INSTRucnONS AUGER 'TlFrDOWN LISTING AND INSTALLATION INSTRUCTIONS SHAU. BE SUBMITrnD WITH nus PLAN, AND PERMIT APPLICATION IF INSTALLA- TION OF AUGER 'TlFrDOWNS ARE REQUIRED (SEE T1E-DOWN NOTES) OF TInS PLAN. ~ FIIIU) JlRILL ENGINEERED FOUNDATION SYSTEM FOVNDAnONWORKS, 1Nc. DRAWING NUMBER MFS-22F 1701 5. BUTLEIL~r~NUMBERM~lF MACNUM PIER =~ONS~ SlZIiS "-.... A. 13" TO 16 W PIER. HBIOHl'S THAT EXCEED 3.5" ~ B. 16" TO 23" MUST DB CROSS AND C. 19"" TO 31" LONOrrtlDINALLY BRACED D. 24" TO 3S" E. RBFBR TO LOWER 0 RlOIlTHANDCORNBR. I I . I : 0 I ---1--__1- a 1 l..____-' . I . I . . ~.... SBB DRAWlNO OF MAONUM BRAClNO AND a.AMPlNO -1----- GENERAL NOTES DESIGN w~. ROOF LOAD . 30 PSI' FLOOR WAD - 40 PSF DOUBLE-WIDE WIND 80 MPH EXPOSURE C SEISMIC WNE 4 :2lliQL&WIDE. WIND 80 MPH EXPOSURE C SEISMIC ZONE 4 WITH " m.-DOWNS 11-IE DESIGN LOADS SHALL tlE c...'ONSISTENT WI1lI ROO~' UVE LOAD, WIND LOAD AND SEISMIC ZONE AS EST ABLISRED FOR PERMANENT BUIlDINGS WITHIN A SPECIFIC LOCAL AREA nns FOUNDATION IS DESIGNED TO BE CONSTRUCTED ON SITES WITHOUT EXISTING SOn. PROBUlMS. FOOTINGS ARE DESIGNED FOR 1000 PSI' SOIL AND SHALL BE COMPATIBLE wrm LOCAL SOILCONDmONS. IN AREA..... WHERE SEITLEMENT OR EXl'AN-SIVE son.s OCCUR. MANUFACf1.JRED HOMES SHOUlD BE RF...LEVELED WHEN IT MAY ADVERSELY AFFECT THE MANUFACTURED HOME. FOR TRIPLE-WIDE AND WIDER. HOMES, USE THE LAYOUT FOR EACll SECTION, AS SHOWN FOR EACH SECTION OF A DOUBLE-WIDE HOME OF THE SAME LENGm INSTALLATION NF.AR A.~'DING AND DESCEND- ING SLOPES SHALL BE IN ACCORDANCE wrm UBC SECTIONS 1806.5.2 AND 1806.5.3, UNLESS A SlTE-SPEClFIC GEOTECHNICAL REPORT RECOM- MENDS onmRWlSE. COMPAGI'ED GRANULAR Fn..L GREATER 11IAN rzw IN DEl'TII SHAll. HAVE A COMPACTION TEST PERFORMED 10 ENSURE ADEQUATB COMPAC. TION t. ; , ~1(1/0~ "(~610c.. . .1,....1,' r 11. \:..,.," ).""~":';''''''t1 (j '" \r \."-K.::!t'_'J'{f~"'~f T '. \ '}';#"\I\' I'~"'; ,#"l". '" '"'-t..>,?,~ :/' --' ~",1~ ~ '<.:';7-,t~t:,;. " '... ';. ~ ~ \-.. > '.,,,. J#.....\'(.. -.~ :\- y\ v"-~::,,. '(~+\X,\lf"f.t~ ------- X'Jj--- ----~-+--'\_- -- ':~:.~ l:~r .~, ...' i'.~ If_~ ,- ,,: _~I J.? ~';" f": . '- ~; ;r ,,q.;,,, :, ,n~': ',J/ ,4..~JC.; . 'JIS' 't:.':"".'!$i!f.-. .~, '4....~~ ~~.;.,f>; ;J" "-,, ~ !:'(t-)<'>!f , "'i,fill >'::"d;" . I.. ""l.i;~'\.;;'tfti 1't 7ll>'f- ...._.~...,,__t;'~"""'4 ~--'~~~ "1 1"';""~ , ,,~' . ,!~ CilJ'~ SPECIFICA nONS WELD ACCORDING TO A. W.S.D. 1.1-98 SPECIFICATIONS AW.S SOUDWIREER70s-6 PLATES A.S.T.M. A36 PIPE SCHEDULE 40 SUPPORT <'''OLUMN BOLTS S.A.E. GRADE S FOOTINGS 3000 PSI@28 DAYS LImIT. WEIGHT REINFORCED CONCRETE FOUNDAl1ONWORKS SUPPORT ASSEMBlJES SHALL BE COATED WI1ll PORF4'>T TECIfNICAL COATINGS CHASSIS PAINT 88-F_Z03 OR EQUlV ALE.NT TESTING TESTS PERFORMED BY PSI LAB #689-36125-1 MAX VERTICAL lEST WAD 40000 LBS. RATED VERTICAL CAPACITY: 13333LBS. RATED LATERAL CAPACITY AT 25" MAX HEIGHT IS 4733 LBS. RATEDLATERALCAPACITY AT 24'" -35" MAX HEIGHT IS 3800 LBS. CERTIFICATION: TIllS IS TO Cl!RTIFV TIIAT THE SUBJECT SYSTF-M IS CAPABLE OF WInISTANDING ALL RATED DESIGN WADS. THIS CERTII'1CATION IS PREDl- CA TED UPON THE PROPER INSTALLATION AND TIGHTENING OF iRE SUPPORT COLUMNS SPECIAL CONDmONS PLEASE aJNTACT FoUNDATIONWORKS, INC. FOR INFORMATION ON ANY OF THE FOll.OWING CONDITIONS: SNOW LOAD OVER 30 PSF FLOOD PLAIN LOCATION PIER. HBlGllTS W TO 52" MUST BB CROSS AND LONOmJDINAU.Y BRACeD u.s. PATENT # 5,862,635 Jun 19 06 09:10p p.1 , }i!Electrical Contractor Q Annual Permit 0 Alarm ~ o Owner 't~:;j o Carnival [J Commercial ~esidential a Residential Maint. 0 Signs 0 Thermostat Q Telecom. ELECTRICAL WORK PERMIT APPLICATION . ~Request Inspection C""C 1C-07t-- License number .0 6&e Installation description /AJ I t!6- h /hZ4h C- 1- 'U? /I. C /1t'A:- Job wired by ~Iectrical Contractor i:I Owner Electrical contractor name Purchaser's mailing address JS-z, z- t?1-'7'L4YC- ~'PF J.O Cily Stale ZlP SGQ~t'-. ~ ql'?: ,r-L TCI;'J77mbC/3 r FAX nu'Z' R'3 b/ O~ Premius owntr's name ~VC:;~ Add n:ss of inspectiDn / /0 / CitYjJllt-r f3 /Z-ere- Z IZkrLCJrL h, s v--- I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the finn's authorized agent). and am making the electrical installation or alteration in compliance with the clectricallaw, Chapter 19.28 RCW. i:I Cash i:I Check # redit Card @ Mastercard Discover Card# ~.LfL-E/.J..c_-____-____ x Expiration Date of card WALLS lnsulation Only D3lC A.1lpn.>vl:dBy Coyer "". A.pprovcdBy / CEILING Insulation Only Dale Apprcwcd B~ Cover Dlle Approved By '- / THERMOSfAT Dlle ^wovcdBy / DITCH DllC Approved By /' SERVICE '- OalC AJi~Dvcd By / FEEDER Dale A.PJIlo.'cd By Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan.Wall KW Service Information D Overhead Service D Temp Service CI Underground Service Voltage Pha$e 0 1 D 3 Service Size: Feeder Size: Inspection Dale Area, Building or Equipment Inspected ActioA Taken Electrical Inspector A%J '0~b '~Iectrical Contractor 0 Owner o Annual Permit 0 Alarm 0 Carnival 0 Commercial ELECTRICAL WORK PERMIT APPLICATION o Request Inspection }(Residential 0 Residential Mainl. 0 Signs 0 Thermostat 0 Telecom. Job wired by t,Electrical Contractor 0 Owner Installation description Electrical contractor name License number rt<<..\\\'C...~....c.. ~-;.~""-,,,"<'I~\W.. Purchaser's~ai]ing address \ ~~\..~, ,<,<;...,,~\..,- ~L City Stale ZIP s,<;':"U\.,:"", \:;J, ~~~~~ Telephone number \ .. FAX number I;:, \ ~\ ~~ ~ \\),\'-. ,,~~'-\~<-<:... ~-6.r,.p _ Premises owner's name Y\..... -'K ,>-,,~ Address of inspection \'\1::>\ ~ "b'-.'..\'\l... . City Cfr'W t,~J - hoBO o Cash 0 Check # I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the c1cctricallaw, Chapter 19.28 RCW. o Credit Card Card # Visa Mastercard ( Discover -- Expiration Date of card Lf t D . 00 Inspection f~ , -- I contractor or electrical administrator WALLS CEIUNG Insulation Only lnsulation Only Dale Approved By Dale Approved By Cover Cover Dale Approved By Dale Approved By THERMOSTAT ,0/17 0 Dale Appro\ed By 3/..,,--/,,-;, I Dale" ,-9--,c.Q Approved By DITCH 3/'U,!r.,-;, AcO I Dalol Approved By FEEDER Dale Approved By Electrical Load Additions and or subtractions o NO LOAD CHANGES CJ Baseboard KW CJ Furnace KW CJ Heat Pump Ton LAR o Fan-Wall KW Service Information D Overhead Service o Temp Service o Underground Service Voltage PhaseD 103 Service Size: Feeder Size: Inspection Date Area, Building or Equipment Inspected Action Taken Electrical Inspector g ,,,- \ \ ./ J;j~~5'" ) IEllECTIfUCAl ~NSPIECT~(Q)N W~R~ OlRf1r INSPECTOR /'1Cc9 AOOR SS /7e'i ~;;?V?c .s 8l-<TL~ APPROVED NOT APPROVED ~...................DIT~...................D o .............. ROUGH IN/COVER...... ... .. ... 0 ~ . . . . . . . . . . . . . . . . .. SERVICE .................. 0 o .................... FINAL. . . . . . . . . . . . . . . . . . .. 0 CORRECTIONS NEEDED: @ t::J<~7.~,..;'?.G: ,t2,<J ,;?", , -<?l,.6" C) ?"A AN:L'j (2;) . C'Au:- .... .../ , ~j" T ~3xOl- , ~~.,A.t" 6'l,.~/r /.5 ~-""//"J!L:J @ h~'<;-;H"L P /?1::J p~,~J..'-) @) ~"h;'/.> ~4 ~..< A?~'"'HA- C',~:5H/L,(S---1.:1."5'.c7V rp"; ;9-r cr7 /r'AI<<-,; NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PAINTERS, INC. (360) 45.2-1381