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Home My WebLink About1837 W 12th St - BuildingApplication Number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Zoning Application valuation 42500 Owner Contractor METTERN DONALD /DEBBIE 528 W LAURIDSEN BLVD PORT ANGELES WA 98362 Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T• \PLANNING\FORMS \1102.15 [4/2002] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Charged 76 30 00 2469 67 2545 97 03 00000698 1837 W 12TH ST 06 30 00 0 3 6150 0000 RES MANUFACTURED HOME OWNER Structure Information 1067 SF STARVIEW MOD #KS -40013 Construction Type TYPE V NON RATED Occupancy Type SINGLE FAM CONGREGATES Other struct info NUMBER OF UNITS Permit ELECTRICAL NEW RESIDENTIAL Additional desc MOBILE HOME HOOK UP Sub Contractor BOB S ELECTRIC INC Permit Fee 76 30 Plan Check Issue Date 10/01/03 Valuation Expiration Date 3/30/04 Paid Credited Due 76 30 00 00 00 2469 67 00 2545 97 00 Date 10/01/03 1 00 Fee 00 0 Qty Unit Charge Per Extension 1 00 76 3000 ECH EL -MANF HOME SERVICE FEEDER 76 30 Other Fees CITY DRA 22 11 DRA FEES PLUS INTEREST 668 56 SEWER SYSTEM DELV CHARGE 745 00 STATE SURCHARGE 9 00 PW WATER SYSTEM USE FEE 1025 00 00 00 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 ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T\PLANNING\FORMS \1102.15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO FOUNDATION: FOOTINGS I I WALLS I I FOUNDATION DRAINAGE I I ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN I i PLUMBING UNDERFLOOR /SLAB I ROUGH -IN I WATER LINE I GAS LINE I BACK FLOW WATER I AIR SEAL WALLS I CEILING I FRAMING JOISTS GIRDERS SHEAR WALL I WALLS ROOF CEILING I DRYWALL I T -BAR INSULATION SLAB I WALL FLOOR CEILING MECHANICAL HEAT PUMP I WOOD STOVE PELLET CHIMNEY HOOD DUCTS I PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT 4's: WATERLINE METER I I SEWER CONNECTION I I SANITARY I I STORM I I PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING/LIGHTING I ESA. LANDSCAPING I SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO /D/3�D,$ �2 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING COMMENTS I I I I I I I I PREPARED 11/13/03, 12:29:26 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 11/13/03 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1837 W 12TH ST SUBDIV: PHONE PHONE : METTERN, DONALD/DEBBIE 06-30-00-0-3-6150-0000- 03-00000698 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/03 JLL 9/09/03 AP BLBT 01 9/24/03 JLL 9/24/03 AP BL99 01 10/28/03 JLL 10/28/03 DA BUILDING FOUNDATION FOOTING Mobile home footing/rebar. Kathy - Buyright, 681-0777 BUILDING BLOCK AND TIEDOWNS left comment on permit for builder to back fill grade so that 12" of skirting only to be visible/jim BUILDING FINAL skirt depth revealing more than 12" on north half of building left correction notice to front door north side has 24" of skirt showing and sides on north half are 16" to 18"/jim 11/13/03 ~ BUILDING FINAL Re-inspect Gene 460-9698 -------------------------------------- COMMENTS AND NOTES -------------------___________________ TIME: 17:00 BL99 02 ;;. PREPARED 9/24/03, 9:53:40 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 9/24/03 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1837 W 12TH ST ------------------------------------------------------------------------------------------------ SUBDIV: PHONE PHONE : METTERN, DONALD/DEBBIE 06-30-00-0-3-6150-0000- 03-00000698 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 9/09/03 9/09/03 JLL AP ------------------------------------------------------------------------------------------------ 01 BLBT 01 9/24/03 .is:dl ----------------------~-~--\---------- BUILDING FOUNDATION FOOTING Mobile home footing/rebar. Kathy - Buyright, 681-0777 BUILDING BLOCK AND TIEDOWNS ... COMMENTS AND NOTES ----------------------------__________ 9i1 4-0 -r: ~-ll S ~ c;, j2, ,a D<5 ~,0~/~8 (2 it flI1; U s~ ) 1 -- ~~ !be -- 1 +-0 J PREPARED 9/09/03, 12:31:57 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 9/09/03 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1837 W 12TH ST SUBDIV: PHONE PHONE : METTERN, DONALD/DEBBIE 06-30-00-0-3-6150-0000- 03-00000698 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 '/"/" ~ -------------------------------------- COMMENTS AND NOTES ------------------------------------__ 01 BUILDING FOUNDATION FOOTING Mobile home footing/rebar. Kathy - Buyright, 681-0777 .. \ BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and si~lan MUST BE COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 Applicant o~ Ff () (5---e V" J Owner:_pCl (l.... Id - D L b b I <- Address: sa8 L.vL:;;t L........,V' .L.)-c:.....~L tA/ l.~ I Phone: , ~H<-rN' Phone: ()U:ICity:f~rr A'r\.,!}d.:> wr?:d."- Architect/Engineer: Contractor R 0- :5 (, 'I" /v~ Y:-tif- State License #: Address: 5/'( [rvl"J J::r..-Ub:> Rd City: f4r r PROJECT ADDRESS: If 31 w I z. ~ LEGAL DESCRIPTION: Lot: /1 Block: 3{'/ Exp: /J~-i..~:3 Subdivision: CLALLAM COUNTY PARCEL NUMBER: (") b 30 ()~ D 3G1SO, Credit Card Holder Name: Billing Address: Credit CardType VISA MC # TYPE OF WORK: )(Residential 0 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: hW 'Soh. --( . ~S> - Ilf d-C> Zip: 9f'3?J. ~ Phone: Phone: c.v;4 Zip: "7,f'.?{::lr ZONING: Rs ...:... / ffv~ u :slwr7 f'Lf- City: Exp. Date: o Stove " o Garage" o Deck o Other r 1fIs/.;./1 c...f 14.... SIZEN ALUATION: SF. @ $ /SF. = $ SF.@$ /SF.==$ SF. @ $ /SF. = $ TOTAL VALUATION $_ .'iZL 520 c.d. of". "~dclc.....1'" h-n ""-<- . COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: /.,v..) ud. No. of Stories: J- Lot Size: 5oxJ'I D Existing Sq. Ft. & Proposed Sq. Ft. 10'1 d- = TOTAL Sq.Ft. 10/,). Existing lot coverage _ % & Proposed lot coverage _% = Total lot coverage 1S"".3 % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: " BIDLDING 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 with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days ofthe date ofapplication, 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 the Uniform Building Code, current edition). No application can be extended more than once. T:\FORMS\APPS\Buildingpermit. wpd 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 t t 'Ci ,and t t I must obtain such permits prior to work. Date: 7- ?-o ~~ Applicant: PREPARED 10/28/03, 12:53:04 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 10/28/03 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 1837 W 12TH ST SUBDIV: PHONE PHONE : METTERN, DONALD/DEBBIE 06-30-00-0-3-6150-0000- 03-00000698 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/03 9/09/03 JLL AP BUILDING FOUNDATION FOOTING Mobile home footing/rebar. Kathy - Buyright, 681-0777 9/24/03 JLL BUILDING BLOCK AND TIEDOWNS 9/24/03 AP left comment on permit for builder to back fill grade so that 12" of skirting only to be visible/jim BL99 01 10/28/03~ BUILDING FINAL -------------------------------------- COMMENTS AND NOTES ----------------------------------____ BLBT 01 ...../ . BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at /83 t-; ~ J 2.. -f L, "l Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: :&ec.. h.. ,r: I J -1 '1.. i , 6'/...1 '&v;' U I U a ~k;~J-i<UfU~ }.} 'C fl.fA, 1;: ).J d 1QIl ::: 1 ] {)1 ~)( S k. \ ~+- s \--\,0 vJ \'U S ~Q9 These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call 1 - q J for inspection. Date ~ I DO NOT REMOVE THIS TAG /' ').. ~ ......... (~ ~ , r--u----- - f:) ~ ,d 1 ~ ! '-.s I I-'L- ~ ~ V) IJ- .:tJ . i I ~ Cll 1'- () '- ! !: --- ~ ,~ ~ <0 i i I I L I '7,)J S' C?J T r ~ '- -,1- i { ~cl '" ~ ~ -\- 'J\J ~ ]~~' - _ 514 Erving Jacobs Road Port Angeles. WA 98362 (360) 451.1420 STftDVI~ ~'li 1067 SQUARE FEET · 3 BEDROOM · 2 BATH ~" ~ N I 40'0" I ~ ::t: ~ ~ ,r \ o ~ IJ1 - 1~ ~ " ~ ) -1lI11t~ Becroom 3 Master Becroom ' 11'81, · . I 10101 ~ 0'" I 12'0. ,.. · Ik~ 0 to" r:t'\ { _m_ tWIf[@ J n I I I I . . I . I-"n~' RilL LJ l tb~. j LMng Room - 1114- CITV~( _11i~ ,_ I _ The I I UJIl t -- cations and ~ shall not pm ~ from thereafter requiring the CQrret I ~ plans. specifications and othe~ dat I lj II ." building operations being carned 0 I violation 01 all codes and ordinanc .~r(,T""1 ~n,:)/.1 " I~ BuildinR I 4/]~~ -- ~v~J.I ..u;.v~J.I U!1'D,':a,I.O&' -_. y ,,'. ....-:.,... . J , I.j ., ::t: ~ ~ ::t: ~ struction Plans hese plans. specifi. the budding official of e"ors 10 said r from ill eventing hereundei when in 01 this IUlISdiction. ~hL ~,,- i ":1, MODEL KS,40013 SmRVIaV Construction & Exterior Fiber Cement Siding with 50-year warranty R-30-11-11 insulation Heavy gauge steel I beam construction with full depth oubiggers for superior support 2" x 6" exte'rior walls 12" eaves - front door side 12" eaves - endwalls 8" eaves - back door side Exterior G.F.1. Vinyl frame dual glaze windows 8' full width floor decking system Interior Textured and painted interior walls throughout 5/8" sheetrock ceilings Residential knockdown ceiling finish Washable interior paint 90" residential sidewall height Concealed "continuous ridge" beam White hollow core interior doors Triple passage door hinges and mortised doors Metal miniblinds throughout Designers Choice cut pile carpet: Living areas Rebond carpet pad Vaulted ceilings throughout Due to our continuous program of technological improvement. specifications and prices are subject to change without notice. Karsten Homes reserves the right to Improve models without incorporating the59 changes In similar models produced at an earlier date. Dimensions shown and square footage are approximate. FEATURES Olympic Oak Plaque Style Cabinets White lined overhead cabinets Cove molding on overhead cabinets Dual steel drawer roll~r guides on all drawers Drawer-over-door-cabinet construction 2" ceramic tile backsplash Dining room overhead light G.E. 14' frost free double door refrigerator G.E. freestanding electric range Kitchen Baths Ceramic sinks 2" ceramic tile backsplash Ease edge mirrors Decorative tulip light above mirrors Linoleum both baths Power ceiling vent Tub valance Utilitv Shut-off valves all sinks and toilets P.O.S. fresh air ventilation system Additional Features Privacy air return door system Cross eave ventilation 5-year Homeowners Protection Plan . . : MINIMUM PIER ..CAPI,\CITY (POUNOS) TOTAL ROOF MAXIMUM .INFLUENCE" SPAN (FEE!).' . WIDTH LIVE LOAD , (FEEt) . (PSF) 4; .8 12 16 20 24 28 32 . ~6 24 20 . 1200 . 2000 2800 3550 . 4325 5100 5900 6675 7450 30 1525. 2550 3575 4600 5600 6625 7650 8675 9700 40 1850. 31.00' 4375 5625 6900 815.0 -9400 10675 1 .1950 . 26 -20 1300 ,2175 3050 .3900 4750 5625 -6500 7350 '8225 30 1675 2800 3925 5050 6200 7325 8450 9600. 10200 40 2025, ~~25 4825. : 6225 7625 . 9025 10425 11800 132QO , 28 20, 1375 2275 3175 4100 5000 5900 6800 .7700 8600 30 175.0. 292~ 4100,. 5300 6500 7675 8850 10050 11 i25 : .. 40: Z12S" 36.00" 5050 652~ .8000 9"450 10925- 12'400 1'3850 : . . 30 20 .. 1475 . '4450 . . _2450 3450 5425 6400 7400 8400 9375 30 1900 . 3200 4475- 5775 7075 8375 9650 10950 .1 2250 40. 2"30g . ,.._3900. 5500._ .7:100. 8725. 1.0.325 11925 1.'3525 15125 ",32 20 1525 2550 3550 4575 5600 6600 7625 8650 9650 30 1950 3300 4625 5'950 7300 8625 9950 J.1300 12650 . ....... 40 2375 4025 5675 7350 9000 10650 12300 13950 15600 , I " . ~"I;' .~: .f!P~""~,., # ~G\STEI9;;:',~ '\ ~ . qo No, <J". ., i I ENE8103571 \ ~ =.: ... :*= .- .. . 2: - \~\~ATEOF/::g ~- ~.'. " ~~"~ ~ . -~~ ~ ...~OIA~...~~...o: . .., d'ft -_....._-~. 'k~' . _____ . '#1" " ~,~ .' . ~ ~~ . . . . "/311)" -~;!l.':"r. .. . ., TABLE 4.2 MINIMUM PIER CAPACITY MULTI-SECTION RIDGEBEAM COLUMN SUPPORT ,21 4 ..... .' \0 S1DlNC """..nf"",,. ~",\J. C 0 'I, ~,~~\. ' CLoo ~'" ~^~~........~. c:~ "" 1."..~~6'STrll"~',,~ \ ~ .'~ t40 ~~. '.v~~ ...... . v. "':S!: ~E"8703571'~ -: . ~ *! '. . - . ... . ~-:: J.:ONClI1UlllIW . CWSSiS BFNol TYP.ICfLz .F'OliNo.t.nON WNJ.S ME SOUD 8ftlC1C' OR ClJM'S . t/r NfCtfOft wmt AU. ems: . ~:n:;. : OROUIm.' ~. 1r OF: CORf;tEIt . ~ '.-:.' . ft II' 1f! PII.AS'ID I. IIEBAR AT l! 'l5'ltEBM AND 1ft OC '1D'~ 1a" OC . if UNn' IfRUND ft. COHCftE'IE COI1!RUNE 8rN.I . BLo.CI( (NOM) . ~'." i.i .. : . ~ . REa\lt 10 'J.N' . '4" . CoNc:mE . REBt;ft.. F1.OOR (1'l'P) I. tc.t~ A,r'1f 00... ,.................. ...... ..... ....... .....a. ..~._..... ................................... .............................................. . ............................................. '..:......:..:..::....:.. :::: ,':,:.::.4:,' ..::::::::::.....::. I I" . 1::::::::::::::::::::::::::::,1.'::::.':,':........ '..:..:::....:....::::..::::...'..:::::::..::::..:::..::::::::....::::..::,.::::::..:::::..::....::::....::.:..::..::::...... ~...:.\.:..........:. ...:....:........:. .... ':::. .....:. .:::....... ....:....... ...:.............,:::::.-.:.:... .............:....::::::::::... '::. .:".,..':...' ..... ..-....... T ......-... -.-.. .... ..-.. .-.. .-... .-.. .-.. .........- ....................-..._... _.. -. _._..... -.-......- ~,; ._. ............~............ ...... ......,...... ......... ... ..... ................ ..... ....... ...... .... 1. ROIOVE ~ A. It. C. 0, ~O E AT CEN1!ft LINt. . 2. ROU.. HONE 0HI0'11WGWJtSE 8FAM'; .. ,.3..INSrAU:1LGClCS "*" WERE ItENOYED . . .. 4,: WHEN CIWfE IS USED, 1Ht /1IKNE sm>s ," :. MA't. BE ~0Mm'ED. : UNt. -ir 1 /'t' ~O" BOlT Vii ,lit' II 1 1/~ II 2 1/~ Pl.AlE . CUPPED OVER RANCE If ..ur'~ AT atossI!E'AM "I 15 REBM AND 13: TIES AT ta" OC 14 IDMt 10 I>> ~ ~EItM . :.:(4) tit' 8Ol.TS .. .. naac fOR a. ~ fOR 187fl1J' Me R)OI'Eft MFA NfO t~ ntICIC ~ I FOO1IftS EXCf:EDlNl1 'ZI',7fd., I ~. ~~E I-B~_CONNEcnON FIGURE 4.9 BA$EMENTOETAlLS '. ~E NOTE 13 SEE NOTE. 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 13 L_.J ,.-, -------.f9i-------ffi------~- L_~_.J l.:_.J PIER SUPPORTS. . FOOTINGS . . . . . (SEE NOTE 11) (SEE NOTE 12) PERIMETER SUPPORT SEE NOTE 14) ,.-, ,.-, .,.-, -------ffi--------tftt --HH-- L_.J L_.J ,.-, ."_.J I 'R LA. VI () e r ~ ",,""I1t/IIIII . :\,\" CO'li ,...... ....\. . QL' . "'i: . .......' .),.\- _."' ..... t;:() ~ ~ ^,. "\STE ". I'A!!\ ~ .$ o/"~<c..G . /II~'"."":-z, ~ ~ .. q.; NO. () "", ~ i ! ENE8703571 ":. ~ - . - = * . -- : * : : : : c:- ; ~ .. e...........E OF : ~ ~ ...~...~''''',. :~;::. 1j.~. ~ .....~;:: ....~:.J"'O.tAt\w:--.~ #" ..... '~ft.. -....~ s .,~ ('{,~ ......-... ~~ ~~ .-- ( "'~" '1QNA~+'l;. ~;: 1 ~ "....... ~ ~ u . S Ii') . NOTES: 1. SEE TABLE 4~ 1 FOR REQUIRED .PIER CAPACllY AND SPACING. 2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS. 3. PIERS SHAll BE LOCATEQ AT A MAXIMUM OF 2. FEET FROM BOTH ENDS. 4. PIERS SHAll BE LOCATED AT EACH SIDE OF AU. PERIMETER OPENINGS (4) FEET OR GREATER IN WIDTH. THIS WILL INCLUDE DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC. USE TABLE 4.2 FOR PIER CAPACllY REQUIREMENTS. FIGURE 4.2 TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTION HOMES 13 .'.-c _. . ...!.. ". .' ". ...... '. ... .... . ~.l. ......- .~ .~100E.: BEAU I .". t. . . . ~. ~'. : . :.1. ; . ..' . I RIDGE BE.\N COLUUN ~ Rlt.t t.tEt.tBERS , ." . JOIST ~ DECAL. PAINT t.tARK OR ..". . " .pRAWlNG PROVIDED FOR LOCATION DEl'ERNINAYlON' MAIN BfAM---... BonOM BOARD GROUND " FIGURE 4..4 . lYPICAL RIDGE BEAM SLJPP-ORT COLUMN. PIER p:" .J... A B C CENTER UNE 7- OF R1DGEI..BEAM o E ----- INFWENCE I. Spp1S/fR ~I~ I. INFLUENCE sPAN' FOR 'PIER C INFlUENCE SPAN FOR PIER B, J INFLUENCE ..I. S~ F~R ..I INFLUENCE SPAN FOR I PIER 0 __ " \',,,,''',,,,,,,, ~..,,,, C 0 "t, ~.., ~ "':'" O~~<:t'~ $~fJ.~';"G'STt~;...~ \. i ..' ~ No. <>.... " ~ . i, [" ENE8103571'~ ~ : . : --.. : * : i1~. STATE OF .:~j ~ "l. " ' : ce,; .: -:. .....: . ~.... .... . ~ .. '" ~"'.~YOIAt'l.~.. ~'Yl ~'- -"-.. ,FIGURE 4.5 TYPICAL INFLUENCE SPANS 15 WIND ZONE II (100 MPH) WIND ZONE III (110 MPH) NJ. SHE'MML \UmCAI. 1I:DCMN l.OCA1IOHS NfL IJOORD eno Ifr UoW<IfCS ~ ON 1HE HOME OR Ifr IIlICA'IH: lID l.OCA11oN ON A. PIIINI' SlJIfIUED Wl1M 'DE HCIlE'I'I' 1HE IINIIFACRIISt . '. . ;' . . . . .... NJ. 1E:DCNII S11WIS ND COHNECIION IWIJWME wusr MY[ A. .11501 AWlWMU WOIICItO lAftD (4'T2S1 UI.1I&A1E lCW) ...). ~.1EIlOIN ANCHOIt ~ IS~. ~ F ltE. HJ4ffN.L IS F~ 10 lIE ~ ~ , HOlt: ~ 11EDOWN snwas ME. NOT ItEQllIRfD If WII) zOft L SHEARWAU. ATTACHED TO, SIDEWALl . . j IIARRl.t<< WALL ~ ") SIeftw,tu, STNIWlO aiASSIS PIeR (IYP) . ;:: / INSVLL STIW", AT I-8EAAI Q..OSESr TO fREE . Ell) OF stE1ItWIU NIl A1TAat 10 CROUND ANCHOR. (snE INSfIUS) I'( 0lHERS) SHEARWAU. ATTACHED TO MARRIAGEWAU. HOlE: utu:$S 801m ~ NJ. CROUND = IIJSl' lIE RA1BJ AT 11M. 31 ~ LOAD. (47&01 lAftD ~ ill CdOUIIf IItCHORS AT SHFM .MJ$. wsr IE ICSrIWD ,~~~.. - ~""-- UMIlII<< WAU. cctCS'I'RUC11.:'f (n'P) -... . ~ .) INSWJ. S1'WS 1J 80lH I-8E'JMS utIlER SIEMM.L ND A.lTACH 10 CROUND' NK1tOft (SlIt IICSW.L!D I'( OTHERs) FIGURE 5.14 TYPICAL MULTI-WIDE SHEARWALL TIEDOWN INSTALLATION 45 1\ . .' , WINO ZONE 2 (100 MPH) F'IGURE 5.10.1 RECOMMENOED TIEDO'W~ SYSTEM TYPICAL SlOE ElEVATION ~OWING TIEOOWN SPACINGS nEllClWM SPACntG PER CHART 2'4 loW( 11!DOWH SPACIHG PER 'CHART llEOOWH SPACING PER CIWlT nEOOWH SPACING PER CHART \..J \0 . .... 1. FRAME lI(-IlOWN SHOUCO BE lNSTAUOl TO PROPERL T SECURE 'tHE HONE. ' 2. ~ 1IES ME ftEOUlIlED IN ~ TO' FRAMt TlEOOWHS, 3. WImCAL 1IES MA\'K SEeUMD 10 1HE sAME CRCUHO ANCHOR 14 tHE f'RAMt 1tEDOWNS WHOf DOUIlL[ HDOCD AHOlOA IS Cll'N/ItZ. tW M:SlS1lNC COtoeNED UMDlNC. WHOf ANCHOflS ARE HOT lNSI'ALtEl) -AT TMt ,AHOl.E SPECIFIED " 1HE- TAIllE A srAIIIUZER PlA1t.'MU$T'1!E INSTAU.ED IN~, WITH ,ANCHOI' IUHUf'ACnIRER'$ lN$l1lUCTlON$. .. 'FItAM! 'IlmOWNS .ANI) MCHORS ARE HOT SUP1>UED 8T 'C~,HOMES., '., . , , 5..~' 'lit STlW'$ AM SUPI'IJD) II'f curRDClN HO/oIES, , . , ANCHORS ~ END TREA1MENlS ARE TO IE $UPPUED BY OTHERS, S. CIIOUND NlCHOftS .ANI) FIWolE TIES S*LL lit CAPABLE O~ RE$lSJlNQ.AIl ULllMATE TEHSlOH LOAO .OF' 47251 . ARE TO BE , INSTALl.EO PER lHE 1oWfUF~ lNSI'~llON INSTRUCTIONS. BUT ME 'HOT TO EXTEND IIEYONO M SlDlWJU. OF THE HOMt. 7. STEEl. ANCHORING EQUIPMENl' EXPOSm 10 THe wrAtHER $HALL BE I'ftOT[(;TEI> WITH AT LEAST 0.30 OZ. or ZINC PER SClUAftt f'OOT or srm.. S. DESICH BASED ON 99-1/2" ,-BtAM SPACINC ANO A MAXIIoIUIof SIDEWALL HElOHT OF' 7'-$". ' 9. LONGll'UOlNAL TIES AItE IHSTAL1.!O JUST IHSIOE I-SEAMS AT CIIOSSMtMSERS'IN ACCOROAHCE W1TH tHE TABLE AND NOTES 4, e. Nfl) 7. 10. nw.rE TlEOOWNS ARE I'OSTlTIONED AT CIlOSSWEIoIBER LOCAlIClNS (WITHIN $') wHtN STRAP CONES OFF eono... FUNCE OF" ~ Wi'n4 ~ 8UCICL[ Oft LOOP. 11, AHCHOIlS'SHOIA.D I!E canmm ,Oft ntESE' CONcmoNS BY A PmIf~ DlGIHEEft. AftCHITECT Oft A ~y .ftECIOCNIZED TESnNG.1A8OIA1ORY ~ 10 1ItElIt ftESlS1'ANCE. 8ASI:D 'ON lHE lNS1'ALLEO ANGtE OF" DlACOlW. 11E MOtOR VERJlCAL TIE ~NC ANO AHCLE. OF" ANCHOR lNS1'AUA11ON, AND 'TYPE OF" SOIL IN. WHICH THE ANCHOR' IS 10 lIE 1tSTALLED: 12~ ClIOUNO AHCHOftS'SHOULD BE EN8EIlDED IODW THE ~ROST LINE Nfl) 8t AT. LtAST IT NKNE THE WA1EIt THILl:, AHD 13: CIIOUHO ANCHOftS SHOULD BE' lNSfAUID 10 1HEJft F'ULL OEPtH.' JlND STA8lUmt PlATES SHOULD. BE INSTALLED TO PRCMDE ADOED RESlSTAHCt'.1O 0VER1UftNNG Oft SUOINC rORCES, I~. .AHCHORINC" o:lU1PMEN1' sAcMJ) IE CIImFIED BY A RECIstERED;'PROFESSlOrtAL OtGlN&R, Oft NICIllID:r. 10 RESlST THESE'SPEaF.lED,FORcEs Ie ~,""1EStING PRCICIIMIES..lN ASN $TAHQW)' SPlQFIC;A1IOH 03513-91. srANOMO .Sl'ECIFICA1ION FOlt- STlW'PING'; RAT STEEl. MO SEALS. T5. :CROUNO ANCHORS'1O BE:.RATED ,FOR ~,TAlMATEO IN CHAftJS.tIMES 1.5 SAFtrr F'ACl'Olt ,OR..uL1'IIMTE UW) Of' 4725' WHICtftVEIt IS CltEATER. ' , ' ." Ill. STltAPPiNo TO rtf ,m>(' I. IlNlSH I. OM)[ 1 STEEl S'IlW'PlNO. 1-1/"-, WIOE 'AIC)...035 lNCHf;S," 1HIClCNDS. conmm.lI'f A fttQSflMO,~~'.QICINUR'Oft NlCHlTECT AS CONF.OllM1NG wnH AS1M srNlCWlO Sl'EOFlCA- liON D3t53-1U. 'srANDARD SPEClFlCATlON FOR STRAPPING, f'LAT STEEl AND stAt.S".' ' . ."'>.:', FRAME TIEDOWN Sf:?ACING' CHART EAVE WINO ZONE 2 OVERHANG SPACING DBl Hoo LOAD ANCHOR ANGLE SEE NOTE 10 ""U.""" "" C DO I, ..,,~~. ~'" I\O'...~~1iFic;;~..~~ ~ .. (.) ~'. ~ : . No. 004 -~ - , ...... , .. ..,~ . .. : . .. ' ' ~' ~. ErrJ. ,";..!lIt ,/ ,iA ' ' ,:~~.": '~O" R''''''::'~/~ '-~lt"7.6,:", ~ ~,..j.-: !....... ~! ' , :,,: ' ' '. ' , ~ ~~.ft... I'lt' ~"","'" ~, ,~-s.~~ ~~ '." , '"'' 1;" ~\' . ,~ 11'".11''''' 12" WAX yo iwc' s'-a" s'-a" . .' ~. ", . ..::'.::.~ I;' ".~ FlOOR WIDTH 1 S4" WAX OOUlIl.tWlDt . 1M" MAX ' ~,,~ &cT' M' 2 2 .t' .', llE-OOWH smAP Nfl) INCttORIHG POsmOH ST,l,NQNtO IHST~ wmm . I-BUU PIER CftOuND FOOTlHG N>f>R!Nm JHQfOR WIlli TENSlDHlHC HEAD llE-oaw.."~',H; ~'Posmo.. 1HSm1A1ION WI1H OVER-lHE-ROOf' S11W"S rmm' . t-eE)U PIER ~ i! :z: 5 ~ aROUND FOOTlNC ...-.---Y .. lVl'IH TEHSlOHlHO HEAD HOTES: 1. OVER-lHE-ROQf lIE-DOWH S1JW>S ME. NOT ~ 'IE-DOWN SIIW'S Nm DIYICO 1'0 ""'A: r ~"'WOtiCiiO, UW) MIItO OF 31801 (CMN.QAD or' 472dl Nfl) wusr IE INSTAWD If ~ WIIH lHt' -I.WfUf'AOlUREft"S IfSWJA110H IfSfftUtnOHS. . 3. PROIEcmoN sw.u. BE PROVIDED AT SHARP CORNERS WHEJtt 1HE IHCHORlHO SVS1DI REQUlRD 1HE USE OF EXTOltW. $I'RAPS OR CA8l.ES. RE E.\\/ED TIEDOWN FIGURE 5.11 & ANCHORING DETAILS 41 StRvton. OR , I " 'MHO ZONE I (15 f"Sf' N>PROVED l\E-OOWtf S1tW' .' . ..~.' .;- . -. . SEE CI-Wn'S, FlGURE 5.1.0 fOR MAXla.l\JU PIER HElGHTS . NlGlE Df' ,t,HCHOR 10 . ".' BE'AT SALlE- '. ANGlE' AS smAP - - . ~. . 0" .~ .~ . . ..- '. " ' : .. ".'" APPf\<MD lIE-POWN smAP SEE CHARTS. F1GURE 6.10 FOR MAXJLM,f PIER HElctfTS ._.fIlI' llEVISE~ ocr 2 4 1996 Federal Mobile Home Construction And.safety Slandards ,. , -:- ~ (..l :'t , ., J UNIT INSTALLATION FOR ~ND RESISTANCE: FIGURE '5;,~:,,'ON-SITE . CONNECTION DET~'LS 160" /1 6<4" FLOOR 28 ~IDE WINO ZONE " (100 MPH) '-- ,: , "'" / '6,- FlOO. 28 WIDE wiND ZONE " i ItO ""HV- 99-1/2" :...~ . Ii.:' 30 GAUGE x tt' WIDE MINIMUM (CALV. STEEL) CONTINiJOUS . '; STRIP FULL LENGTH OF" UNIT f'ASTENED EACH. SlOE Of' CENTERLINE WITH 7/16" x16 GA STAPLES OR ROoFING NAILS AT 2 1/.(' o.c. MAXIMUM THROUGH ROOF DECK: .AT. SPLICES OVERLAP STRIPS 4- MINIMUM. . . /l8x.4~ SCREWS AT 21' OC MAX OR 1 Sd NAILS AT 16" OC MAX STAGGERED SIDE TO SlOE. ",'IU""" ", 'C DO' ~'#. . ,"Ii ~~ " 'k~~#. : ~ ^,"' ...........'O.~~ ,:; ,-v .e' ....T1F/C "e ~ , ~. ~p "'~., ~ ~ ...v .~.. ~ : ! 110.0045484.;' : . . ..... :.: * !: ..*- '. - -. . ".*- 'S. "'^ \ STATE OF. :.. I 1 .. -~ e. A to.:.~ ~ "# '~ ...~.'..o r. ~ 'it#. ~ ..... . ~ . .,~~ ,.. '. .' .:8; ,. ENDWALL AT CENTERlINE '8xS' SCREws AT. S'; OC, (MAX}(MAYBt " TOEO",.-: . VERTICAL TIES f'ACTORY INSTAlLED AT REQUIRED SPACING (SEE FIG ~.10.~) I. .. 16d .(.1$x3 1/2") NAlLS. AT ft. OC "OR taxS' SCREWS AT'l6" oq.tAAX' ..' .. .51:~GGERED.."T FLOqR. . 1 1/2"x26 GA STRAPS AT 96" OC FOR. ZONES.2. .AND 3. FASTENED to TRANsvE~E: J61s'rS WITH (11") 7/16" X 16 GA STAPLES . EACH END ' (1" PENETRATION. MIN) . " qh~o LOOP TIEDOWN STRAP. THRU BRACKETS INSTALLED PER CHART AND ATTACH TO ANCHOR (SEE NOTE' 5) ANCHORS AT CENTERUNE REQUIRED ONLY AT COLUMNS SUPPORTING SPANS .GREATER THAN 48". NOTES: . ,. 1. ANCHOR EOUIPMENT AND DEVICES, IN~LiJDING :STRAPs;"TO BE RATEQ AT 3150# (4725/1 ULTIMATE).. '. .', .. DOUBLE HEADED ANCHORS TO BE RATEQ AT.- .FOR THE COMBINED lOAD AND SHOULD BE INSTALLED WITH STABLllIZER PLATES. (ULTIMATE LOAD :: 1.5 TIMES THE VALUE SPECIFIED IN TABLE).' . ..' . . . DIAGONAL TIES TO BE INSTALLED FROM INSIDE I-BEAM AT. SAME LOCATIONS AS VERTICAL TIES. . REFER TO TABlES (FIGURES 5. 10._) STARTING AT 24" FROM EACH END '(MAX OPEN END SPACING):! ". . " , . . MARRIAGE WALL ANCHORS MAYBE SINGlE HtAD. WITH A ~150N MIN CAPACITY (472511 ULTIMATE). . BRACKETS ARE 1 1/2"xl 1/2"xll GA:(MIN) STEEL ANGLE.WlTH TWO (2) 7/16" DIAMETER HOLES 3/.f' 'MINlMUM FROM EACH END AND 2' TO 3" IN BETWEEN HOLE CENTERS (BRACKET 'MUST BE SHIPPED WITH HOME). BRACKET IS LAGGED TO THE CENTERLINE JOIST W/ (2) 5/16"xY MIN LAGS. MAX OPENING FOR (1) BRACKET - 21'-0" FOR ZONE'II AND 16'-6" FOR ZONE III. MAX OPENING' FOR (2). BRACKETS · 42'-0" FOR ZONE II AND. 33'-'0" FOR ZONE III. . THE EXTERIOR WAlL SURROUNDINC AlL, DOORS ANO'~DOWS HAS BEEN DESIGNED TO ALLOW INSTALLAnON OF PROTECTIVE COVERS. WHICH ARE TO BE INSTALLED IN ACCOR~CE WITH THE AMERICAN PLYWOOD ASSOCIATI.ON'S -HURRICANE SHurrER DESIGN" PUBLICATION ENTITLED "SHUTTERS FOR WOOD. FRAt.fE BUILDINGS". THIS PUBliCATION IS AVAILABLE fHROUGH THE A.P.A., P.O BOX '1700, TACOMA, WA 98411-0700 OR f'ROM THE MANUF'ACTuRER Of' YOUR HOME, UPON REMOVAl OF THE SHuTTERs. THE HOlES IN .Uo~ 1r""-.,.,......._6 ~..""....,.. a.-.14f"9 ee> .........ru....r. w ..ra.'" .. .A,.^Itft..~",P ....'PL.I I'Ur r~....,.. ........ ..-.."... '~8... -................_i.._.