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Permit D01-129 - HARRIS RESIDENCE - MANUFACTURED HOME
HARRIS RESIDENCE 12258 48 AV S EXPIRED D01 -129 City of Tukwila Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tu;:x:'.. :la, i i ;7shinc ; . t tin 0818 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: OCCUPANT HARRIS RESIDENCE Phone: 12258 48 AV 5, TUKWILA WA 98173 OWNER HARRIS KEITH B Phone: (206)762 -1554 12258 48TH AVE S, TUKWILA WA 92178 CONTACT RICHARD GIGGENBICKLER Phone: 253 -640 -7921 PO BOX 3207, ALBANY OR 97321 ** k k *kk k * k* ** ** *kkk * k k* k ** k 4* k 4* ** k** k A* k k k A k k ** 4 4 4 4 k k A k 4 4 4 4* k k k A t .4 k A k A k 4 A k* A ** k t k A k Permit Description: REMOVAL OF EXISTING MANUFACTURED HOME 28 BY 64, REPLACE WITH NEW 28 X 66 INSTALL NEW RUNNERS AND SKIRTING WITH DECKS AND NEW ELECTRICAL SERVICE. kkk * ** *** k ** k * ** k* *kkkk * k k A** k * * ** k ** k* k k** k k A k* t *kw A*** 4* k *kkk 4* A k* k A 4 A A k k k A k k A* A 4* Construction Valuation: $ 17,132.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /`sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N "_',tart Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private N Public: N k*********************************************** * * * * * * * * * 4 ‘ k A * * * A 4 A k A A 4 * k A *AA * 4 A A 4 4 TOTAL DEVELOPMENT PERMIT FEES' - 1 513. * A ** A A A k* Ar k A k A A* A A ** 4* A k k A k A k 4 k A A k ** A 4* A* A* *AAA A A A * k* A A A k A AA A A k A A A A A A *AAA ** k A A k k A 4 Permit Center Authorized Signatu I hereby certify that I have r-, s and examined t is permit a know the same to be true and correct. All provisions of law .nd ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. WARNING: IF CONSTRUCTION BEGINS BEFORE 'APPEAL PERIOD EXPIRES . APPLICANT IS PROCEEDING AT THEIR OWN RISK. 017900 -1435 12258 48 AV S A`:,FP DEVPERM LDR DEVELOPMENT PERMIT 000 North: titYkt N oc 21 2002 Permit No: D01-129 Status: ISSUED Issued: 07/09/2001 Expires: 01/05/2002 Occupancy: DWELLING USC: 1997 F i r e Protection: N/A .J West: .0 Streams: Date: L "-1"v/ (206) 431 -3670 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance , or if the work is suspended or abandoned for a period of 180 clays from the last inspection. AJ Ten3nt. T“ DEVPERM F r o.7 e 1 t = Co 1 7900 - 4 3 r .".; A A/ 4a **A* A A Ar *A * A* le ir 4tr rr 4 k 4- 4 2 t . •/.. • t • •; • I Ar v■ * 1, 4 40 ■ im Perniit 2, Lot at the ;.,ount% buildin9 3. No chah9o: will be made to.' the o.,:ws. aoo, t',oe En9ineee and the rii;:*iol2, 4. All con..:7,trut:ti to be done in ...or plo ond ieuulctloent: tilt? 1:00e Editt amendei!,_ E7,1M" and Wa.zhin9t. '2,tate Enerl\ t'ode ol97 S. Validity of Fe, Tti t oer1);: o!ans. zoecficatiows., and te be a oecmi! tvc. 2r 30 ,Aouro';;. ot' an of the ocovi.sion of builui;).1 other .'irdlnano:e of the lor,.z.dloion. 9ive authoritv to vio!,_ite or o:aho:el the code shall be qalid. 6. All 1:bermit.:. inoe.:tLm ret.6(*.i. he available at the it* :Fite the « r be m.:-.intaino-A able until t kicre.cti.h a i.t t: ,74; be Liaved tor 3 mIr;iflh.!M (1 . .1 , ,c00C t'1 20 tne eooe ot c oaveoiient. 6. Oci:eway.: zhall comoly with City ce..,:ltienti: Drivtt.way width 3nall bE- 1 n a,\4.1 20 1 1 oe 3 lia...imum %)7 of file feet. hereby cert that f luive cond .7io;=‘.F aho w with them :is , 2 , 3r11 , J. A'! oro ot 3rld wor wjl! with. whehe,. hecei The cant t doe: n.:ot to ..1;..e autno; t '.oiolate or , :ancel the w re9ulatinQ conoltruction o; :The Ls.er ci tore: )------- 9 - , 22 2 . ,••• , - . 2 .. • 2 , • Project Name/Tenant: , - 7 ' .S /(77-/ /7/ Value of Constructi / 7, /,.3? . V Existing Square Footage for Structure: / 79Z sq. ft. Dwelling —-4 sq. ft. Covered Deck(s) Site Address: _�- City State/Zip: Tax Parcel Number: - %- sq. ft. Garage /Carport -- i sq. ft. Accessory Structure(s) 5`C: sq. ft. Uncovered Deck Property Owner: 7 e- .2 .0 f. S /1c4 "/ Tom,% Phone: 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Street Address: , /-: -- Vc,5 7t 6ir2./ /-'=:-).. Cit State/Zip: 6 /, " /t / /j? 6.1• e"2 / / / - (:) Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person::-) ,44 ° 0 / /( 72 7 � . -/; <i'te / Phone: ne: r - . "3_3 - ' & c - ?/ / Sires ddress: City State /Zip: Fax #: Description of work to be done:' /j .),,C r :J/ cy , C ,<i f / //tt r /,'''M Aii; , 'z. (� L.7l:�r r ma x= mo f, 4 V ;; &f' /4C?E? c'. 7 r At'c "t.4_) %? r, /ter- ,J /2'(/ / 4 4 sSX...Vr :'741119 • 1 , , ' - •-• I 'i > LI' - . • v' Type of work: il% New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 51 Sower ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: / 79Z sq. ft. Dwelling —-4 sq. ft. Covered Deck(s) 1/13C3 sq. ft. Garage /Carport - (- - sq. ft. Accessory Structure(s) 4 sq. ft. Uncovered Deck Proposed New Square Footage: /� , % sq. ft. Dwelling • --.)- sq. ft. Covered Deck(s) - %- sq. ft. Garage /Carport -- i sq. ft. Accessory Structure(s) 5`C: sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. A Ire Single - Family Residential Permit Application CITY OF TUKWILA Permit Center 6300 SouthcenterB��,,. Suite 100, Tukwila, WA 98188 (206) .431-3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. FOR STAFF USE ONL Prole umber: Permit Number: APPLICANT REQUEST FOR PUHL:IC WORKS SITE/CJVII. PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be•determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: _ ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure'vliill't7e re = viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: —4115-- / Date application expires: /V - / 3 -o Application to - en by: (initials) 4r PLEASE SIGN BACK OF APPLICATION FORM • SFPERMIT.DOC 2/13/97 L SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and whore drains tie -in. 7. Parking plan. ce 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v p 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co tu 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). rn u_ 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w 0 high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u. a H -9). rn d ❑ ❑ Foundation plan and details I a ❑ ❑ Floor plan ❑ ❑ Roof plan w ❑ ❑ Building elevations (all views) o ❑ ❑ Building height o H El ❑ Building cross - section w w ❑ ❑ Structural framing plans and details necessary to completely describe construction t- 0 . ❑ CI Washington State Energy Code Data (Gas /Electric /OII /Propane /Heat Pump) Form H -15 available tii z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. t= I O ❑ Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". r --- ul��J�ng,Owner/AuthorIzed Agent I f the applicant is other. than the owpej�s a t r�i rchitect/engineer, or contractor licensed y the fate: of Washington, ' a nota(iZed letter from the property oner AO? {n the anent to Submit this permit application and btain the permit will be required part of this submittal. . ° . ' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BYTVE- L-AWSOFTH • STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. BU /L ' OWNER OR AUT ' RIZED' Sig .ture: y %' Print name: Address: Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, SFPERMIT.DOC 2/13/97 Ph ne Fax #: 9 VC) /iZ Date: City /Statai7ip• z * A** * **A * *A * ** * * **Akk"k *A :r I, � CITY OF TUKW1LA WA AkFIFAii A . Fdepr irit.crd: n / /ft�) /01 1i,', 1F;l1W,M11 ***A*** * * * ***AA* A *k *AA AAA�* A AAA A A A A *A * A A *kA A A A AAA A * F 1. A A A A AA A A A A TWANSM11 Number: 80100856 Amount: .7122. /5 uI /09/u1 Payrnc:rrt. (9et.Proci: CIIFCK Nc'(. t.iorr: NC111IF F'AC.111 1nit: ,110 P e r m i t No: D01-129 type: 01 VPFUM fN VI 1 C)1'MI 141 PI h'ril 1 Parcel No: 017900-143!) S i t e A(Ir) r' ';.; : 122')8 18 A11 Ac;cotunt. LOU.' 000/322.100 000/322.100 000/345.830 000/345.830 000/386.904 000/342.400 Iol,riI Fctr:! 1'h I ; Paymont 32'2.15 iota! All Pmt.!i : 3 ..1+,; .l: Balance: .00 ******* A*** k*A* A k* *** *k* *Ak * *kA * * * *AkkAA** * *** * *kAA ****kAk*kkk* 1)wic:ript. ion RU II I l) ,I Nt'i .. NONU E S I."1t LI I . C>I NG • R F S II AN CHECK - I,f=S PLAN CI IFCK • tI F.1 l f l Y S FA FF' HUH DING SI11,C'HANt;t" JN SP FEE H F I L C I Y Amount - 190.61 1 10.00 4.c)0 1'.s.00 - .1r .4 .4 -4 '1 he * frAt k 'r:4.44444 F't 4414 4.F 441 trkr 444,±±± (1 1 \' or T ! I 1. +I! . ?-1 ,1/4 * -4¼ ¼ /4 -4 k 4¼ F ± 4 4 4 4 . r r 4 . ¼ : 4 .4 4 r T ¼ ¼ ¼ 4 I ii r r.1 : P. 0 I t. P 0.1 P.. - t r o : E P P r ; u : i d hi I 22 4t i t' Th is. 1' % tit I e i! * * * 4 :', 4 — t' - A 7` rrrr r • r c u 11 d o ; • : • 0 0 •• 2 2 . 0 0 ) 4° -"*..#741.1,1'34:::"■;?;,A3,5-41Vv t` 4 • si r: II I L. F 0.% • •-. .11.16,41 • • Jo 00 F- wo ZI- 0 u_ HI D 11.1 Do § mi C.) V-t : Z P p ; Pr}p j � ic -Kt( l t( t '4 %►(Ier/lc q Type of t spectipu . FG0 t Ad ress: w -h , ,- Date called: Speciii instructions: f i le i liu.- ( r Y "} ■ . _ - Date waste • 0 ‘ / I �11r i ) ( a.m. ) ‘ 1 1 M; ) Requesters- Ph e V3) 6c /O - 72_- , 1 INSPECTION NO. Approved per applicable codes. 1 ,11 COMMENTS: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. CC/ S L! // I 7, S rt. Ltd' fpis t'r:: Inspector: t f Date: 1 /107c) )1 cJ r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 COMMENTS: ,/ 1 /3/ 13/3;x' „.._ ) c6-1/ ;3 i � A' /C. r" , 5 --C e-s'r -( ion: l I >, e • 1-4,,,k, 2- ); 2 4 -�;P -) t era- (.:-t' r ' -.-e N _ y /1 � / h / i /f .- x. /, `! J�rrr P-r,J / ' I, `f°:.i l.lJ! fO , ' , '2i -zoo - ,) - 'Z -SL � f , .. _ . t l r / � t , / 11 'CC jI' -;-_a. e'4' AD ' Le ,- -( 7 ;70 sf.., --� .q, ,'.3 // / j 6'' 1 47 - /4' / l /--��' C.11 ! i ; �, ! rt% r�; rr.� Pr • j • t: /.1 "..Le, ,/ Type of In • ion: Address: 1 (' Date called: Special instructions: Date wanto • : a.m. 6.m. Requ s ter: 44 1 Ph . fi e: (, j { _ yJt } INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. Corrects required prior to approval. 0 Inspector,_ ,• J7c Date: - El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tai, Project: ef.er - / 9 Type of lnsp ction: % `,9 -- f ''`1 Address: Date called: i_es- 4 ,.r. :- ( Special instructions: Date wanted a.m. f ., - 7_ 4 p. m. . Requeste - Phone / 5� j l . .. ` 5 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. ,/, p Date: ,4 9/ f r C $47.00 REINSPECTION (EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: . .0' k.. ! .1i ,' T pe of Insp•ction: 0 :Arlf f e A Date called: 4 _ , S 7 . C A #--,e2/..-- 4 6e ."-) i :.,4 / Date wanted: 17 of a.m. p.m. Requ er: 3 ?---) J- 1 3) /? r V � , 1- ), , f P . 'ect: et" . .0' k.. ! .1i ,' T pe of Insp•ction: 0 :Arlf f e A Date called: .dress: / .5 structions. .1‘R. vpecial Date wanted: 17 of a.m. p.m. Requ er: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TU BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: r 2 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J COMMENT . R Je4i(f p f sp tioq: Ty p' r� In g . . i doi.44 ,� Addtess: C Date called: 1 e_ 5, "1-)00.-ei/ Date wante • 1 f , Q 1 � . O . P 0 6 ) 4 10 —7(2) 1 Mee,/.r f/ (IPA. C 1, 2* rw ,/ / A /tom . L . /, 4 6 A I.l-e. 2Gt ' .. J �,l f ..�.. ‘, L ` - �l'r ��Yit��- / `� fir � to i. & rC�tG� " e4, S�� o,_ >, e_„-/-,,, /61 ,..? I /e) 1 Pr • t • : . Je4i(f p f sp tioq: Ty p' r� In g . . i doi.44 ,� Addtess: C Date called: S . ecial ins ructions: Date wante • 1 f , Q 1 � . O r: t 4 P 0 6 ) 4 10 —7(2) 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. $47. REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection. Addr c -Date c lied: Special instructions: Me tJ/ �, 1-11n4l Date wanted. Ai a.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: Inspector: (206)431 -3670 Corrections required prior to approval. Date: n $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any' adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Date. Permit No. • FiLE COPY to 3 Z R . • /CC CSC f J `a/ ti ,[O sC.L'T /2 4 7,-1 .5 t Pr.!! r,ttr(: t,tvl:, ()Mt r •%' X1 1 .. 1 .. { fi.. .11r. •' I f �'• ,. • - 1., I �iic; <�1111'! t i b01.- 12,C Palm Harbor Homes The very be.:-;t home tOr ], our morley MODEL 3066 APPROXIMATELY 1,800 SO. FT. MILLERSBURG, OR - REV. 12/16/96 Because Palm Harbor Homes has a continuous product updating and improvement process, specifications are subject to change without notice or obligation. Likewise, the floor plan shown is representative only and may vary from the actual home. Square footage calculations are based on nominal widths and all room dimensions are approximate subject to industry standards. R-values may vary in compressed areas. Some transportation components may have been recycled after close inspection for safety and appearance. Glamour Master Suite Spacious Living Area Den / Retreat Area KEY FEATURES COPYRIGHT 0 1996 BY PALM HARBOR HOMES. INC 0 • • • • .r Attractive Exterior Gourmet Kitchen Bonus Storage Area NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _MASTER BEDROOM MASTER BATH , Palm Harbor Ilatts The very Des! home for your tro,ley Standard Features and Specifications Hardipanel siding ( 50 year ) 25 year fiberglass shingles Nominal 3/12 roof pitch Dormer with columns and lap accent - per model Tri -color exterior - per model Window trim all windows Removable hitches Setback frame Patio electric outlet Full size eave all sides Energy Star vinyl windows with low -e glass Solid I -beam chassis Patio light on all exterior doors 12" front and rear overhang 30 lb. roof load 2x8 floor joist spaced on 16" center 2x6 exterior walls spaced on 16" center 36" insulated steel front door 36" insulated steel rear door Full 90" side walls with rugged 2x6 top and bottom plates R38 -21 -33 insulation* ( Note ) Cathedral ceilings throughout 30 gallon water heater Structurally rated tongue & groove 4 x 8 floor decking Tape and textured drywall throughout home Wide fluted door casing Carpet throughout living areas, all bedrooms and baths 30" hollow core passage doors where applicable Diamond floor linoleum kitchen and utility Valances and mini - blinds throughout home Rounded corner drywall finish in living areas 150 lb. mortised interior door hinges Ceiling air return venting Graduated fiberglass heat ducts w /perimeter registers Dining room chandlier Prehung full length passage doors • Kitchens • Lined finished overhead cabinets Adjustable shelf in overhead cabinets Base cabinet center shelves G.E. appliances 14.4 cf frost free double door refrigerator 30" free standing electric range Stainless steel sink 30" range exhaust hood Wood drawer sides with metal roller guides Moen Faucets Color coordinated ceramic tile backsplash Kitchen drawers over cabinet doors Hidden cabinet door hinges Natural wood cabinet door & st} les Cabinet hardware • utility • Plumbed for washer Wired for dryer Freezer space with wire per plan 200 amp electrical service Forced air electric furnace • Master Bath • 48" stall fiberglass 2 seat shower - per plan Glamor oval soaking tub - per plan Tile backsplash at sinks and tub - per plan Double sink in lavy top master bath - per plan Beveled edge mirrors Linen per plan Moen faucets Brass shut -off valves to sink and toilet Bank of drawers ri • Guest Bath • Fiberglass I piece tub /shower Bath fan Moen faucets Shut -off valves to sink and toilet • General Construction • Circuit breaker protection on all circuits Whole house interior water shut -off valve Nailed roof shingles Tuffpex water lines Smoke detectors installed adjacent to sleeping areas Coveless ceiling joints * INCLUDED IN CUSTOMER PREFERRED ENERGMISER PACKAGE Blown in insulation floors & ceilings • Popular Options • Fireplace Dura Beauty Plus EnerGmiser Tower Dormers Whirlpool Tubs Clerestory Windows Ceramic Entry Tile Tile Floors Oak Hardwood Floor r 431 if V 141 a � FREE FACTORY TOURS 1- 800 - 928 -2083 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. YOU'RE INVITED TO VISIT OUR FACTORY NEAR ALBANY, OREGON! Water City of Tukwila Remit lb: PO Box 389670 7LkwiIa, WA 94118.0670 (206) 433. 1849 . OF FROM i TO DAYS `/28/01 5/26/01 :/23/01 3/26/01 31 Water Sewer Payment Plan Current Charges Balance Due "E: 1 CCF =100 Cubic Feet =748 Gallons tgANAFT Sewer 0 2 17 . PESCPJ. oN. Previous Balance Receipt 0 ACCOUNT NUMBER: CUSTOMER NAME : SERVICE LOCATION : BILLING DATE : PREVIOUS 619 621 KEEP THIS PORTION FOR YOUR FiECORDE 18- 0625 -000 HARRIS KEITH B 12258 48TH AVE S 03/31/01 DUE DATE : n4/ 10/0 mama I CONSUMPTION (CCF) I AMOUNT YC� 90.1SCI ;SAGES: SPECIAL RECYCLING COLLECTION EVENT. MAY 19. 9at*t -3pm . FOSTER HIGH SCHOOL. PLEASE CALL (206)431 -3683. THE REGIONAL WATER CONSERVATION PROGRAM ASKS US TO REDUCE OUR WATER USAGE BY 1% PER YEAR FOR THE NEXT 10 YEARS. FOR MORE INFORMATION VISIT; www.savingwater.org OR CALL (206)684 -SAVE. 9.74 66.19 75.93 75.93 1, sit't,,�'�;t t> Return Completed Form to the Following Address: Central Environmental Health 172 20 Avenue Seattle, WA 98122 Phone (206) 296 -4632 Date Received: Name Address: Telephone: Date General Information (Please print): of Owner /O ant of operty: V -�r, B r � `t S j Q_ t — w g I qu of Report: / / Wastewater Tank Data: LEE'S SANITATION SERVICE, INC. INVOICE 65214 P.O. BOX 66537 - SEATTLE, WA 98168 PHONE - (206) 242.6911 / (425) 228.4282 / (253) 839 -3637 / FAX (206) 242.1452 LICENSE NO. LEESSS347CM "COMPLETE SEPTIC TANK SERVICE - SIDE SEWERS - BULLDOZING" B TO r - ' ,, • I DATE A /��5 /o / -_ NO / / 7 —PHONE 8 7f 15.5" / v� 0-. ,, 4 G/ o '� D — /,, S' — .e ' f'f �C d ri /GC0 .' �� G .. C> A 4 re , p T.1, it A 1 , . - _ f • • ti. Instructions for completing form: This fo is to be completed by any persons permanently removing a septic tank, seepage pit, cesspool, or other on -site sewage system wastewater tanks from service. Complete and submit this report to the health officer within thirty (30) days of the abandonment. Authority: Chapter 13.04.054, the Code of King County Board of Health Title 13 • r z w U L - LI J Nu_ w 2 w F2 w v 0— o I- w W LL O z FILE No.754 03/24 '98 08:33 ID: SUPERIOR f1QBILE HM PARTS FAX:4253486947 PAGE 1 9 Insert strap In position through buckle. 5. Strap should encircle frame and pass through buckle for they second Limo and over the frame. . 9 'd POSITIONING FRAME T i PAAU TIP. INSTALLATION INSTRUCTIONS 1 1 MONO r temym of ►rin+e he drip through biretta II Shown 3 Nest %humid lump an of Thep brtaeen Irome sn.l how mil hums Army sitsp IMOypn Ovate l/ 11h0an Ih dtaprlm and lesion lu *notice heed .r Olprem showing weep on position fetid Wane and through borate It ItM+yurtarot in remove /U slate from system LTR# COIL L`.Tk :)NI ONINMV N2L11S3M IrU 1.1 FILE C,OPY cr I-,j that tt, I See step ono In Installation in atructIona 3. Strop should be through buckle in this 4. Strap should be passed over configuration before installation on frame from inside. and frame. buckle pulled Into position as eltIOWn. A Strap Is pulled tight from 7 Inside of frame tie, outside, or anctfl alder. I� P L E i -- rt C pert' installed. frame �Y l� V DICtow MARK MMA -94 636 -EZDH 3/4 MMA -95 660 -EZDH 3/4 MMA -18 TH MMA -18 MMA -10 36 -DH MMA -12 MMA -14 MMA-42 MMA -22 100 -DH MMA -SDA2 MODEL MMA -29 FCIIW /S MMA -29 FCIW /S MMP-6 6" PIER MMP -8 8" PIER MMP -10 10" PIER MMP -12 12" PIER MMP -14 14" PIER MMP -16 16" PIER MMP -18 18" PIER MMP -20 20" PIER MMP -22 22" PIER MMP -24 24" PIER MMP -26 26" PIER MMP -28 28" PIER MMP -30 30" PIER 210 -DH 210 -PDH 210 -JDH Act oPr. 0 MMA -32 BUC/WS MMA -71 CT/WS MMA SBN MMA -25 22 BUCKLE MMA -32 SS BUCKLE 44 RB 66 RB PERIMETER JACK JACKING PLATE DESCRIPTION 6" DISC, 36" EZ ANCHOR 6" DISC, 60" EZ ANCHOR DOUBLE HEAD TENSION DEVICE DOUBLE HEAD TENSION DEVICE W /LAG CORAL ANCHOR CONCRETE ANCHOR WET CONCRETE ANCHOR SWIVEL HEAD WET CONCRETE ANCHOR DOUBLE HEAD TENSION ADAPTER STABLIZER FRAME CLAMP II W /STRAP FRAME CLAMP I W /STRAP BUCKLE W /STRAP CORNER TIE W /STRAP STRAP BOLT & NUT DOUBLE SLOT BUCKLE SINGLE SLOT BUCKLE 4X4" ROOF BRACKET 6x6" ROOF BRACKET PERIMETER JACK I BEAM JACKING PLATE STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER Propane Anchoring & Tethering Componets /Stainless Steel Strapping USE IN SOIL TYPE 2,3 2,3 SLAB SLAB CORAL SLAB SLAB SLAB CONNECT , • %'F 0:k Lk 9. 12. 'if WV .tie 19 sot V. r010 *00 DEtK SEE OK loid. -O•• s" 9 w 8CVtLDD OCt MEuA 1. 96/602 Da MODEL 4 636 - 0� .SC 9 w 6Ev(LEO EDGE HELD( 96/ C2 OIA s.r w / ..-- , •r cent. .n S: •r ar rrau I IK Me O('S ... ' I � ) ► 1 MOOtt 2%0 .OM _ • Pa: oPr. - HS KM MIS Kt OHO sts -O. rOQ MUC DETAIL SEC O*G ton SAO WS. Sa Oet us-Ds N VSC • 4 SAUD IDrE sus MO 100 DN SIC I Ca SMUG tX I Kin SM'S 02 D. uOOEL 650 - OH •/•S • Dr 8 00 X 3/e 5 /s' MARK MMA , 'AMA 4C uCCEL 6 -6 - O•t un► 1, 06 SAD Ceti sti SIC rd K.. OKis Set DK, ar.e•N. t 'Lk) A1 Maxannhni'.• n; - (DA .44 Dm. %EE pop 1. MAXIMUM LOAD PER ANCHOR a 47501b. 2. MINIMUM SLAB AREA PER BOLT 4" SLAB - 95 S F. 6 SLAB - 65 S.F. 8 SLAB = 48 S F 3 MARY, MMA 18 INSTALLATION NOTE 1. DRILL 21/32 doom HOLE 4" FROM EDGE OF SLAB AND INSERT SHIELD PER MANUFACTURER'S INSTRUCTIONS 2. PLACE TENSION HEAD ON SLAB AND INSTALL sir dam BOLT— TORQUE BOLT PER MANUFACTURER•S INSTRUCTIONS I BEAM • 4. / DOUBLE HEAD TENSION DEVICE TO ANCHOR ENLARGED VIEW OF FRAME BEAM PUSH STRAP END BETWEEN FRAME T BEAM AND FLOOR. LEAVE BUCKLE AT LOWER END OF BEAM. THREAD END OF STRAP BACK THRU BUCKLE AS SHOWN. PULL STRAP TAKING CARE TO KEEP BUCKLE IN POSITION ATTACH STRAP END TO 14. ANCHOR TENSION HEAD. STEEL BUCKLE WITH STRAP 4 (YIN) • • \ • \ • #4e12' EACH War 3000# COI.CPETE TITLE: DOUBLE HE TENSION DEVICE MODEL: THDHLS\ HOME f GROUND LEVEL BEAM FRAME IF THIS ANGLE EXCEEDS 45 °, STEEL BUCKLE MUSj ATTACHED TO THE OPPOSITE BEAM A;; IC DOTTED LINES. ti , ,T •\.t PROPER EARTH ANCHOR FOR SOIL CONDITION STEEL BUCKLE WITH STRAP INSTALLATION MODEL BUC Wj S 1 MAXIMUM LOAD PER ANCHOR = 47501b 2. MINIMUM SLAB AREA PER BOLT 4" SLAB = 95 S F 6" SLAB = 65 S F 8" SLAB = 48 S F 3 MARK MMA 18 INSTALLATION NOTE 1. DRILL 21/32" diom HOLE 4" FROM EDGE OF SLAB AND INSERT SHIELD PER MANUFACTURER'S INSTRUCTIONS 2. PLACE TENSION HEAD Qt4 SLAB AND INSTALL 5/8" d BOLT - TORQUE BOLT PER MANUFACTURER'S INSTRUCTIONS 1 BEAM t ENLARGED VIEW OF FRAME BEAM DOUBLE HEAD TENSION DEVICE FLOOR '• TO ANCHOR PUSH STRAP END BETWEEN FRAME - r BEAM AND FLOOR LEAVE BUCKLE AT LOWER END OF BEAM. THREAD END OF STRAP BACK THRU BUCKLE AS SHOWN. PULL STRAP TAKING CARE TO KEEP BUCKLE IN POSITION ATTACH STRAP END 10 • ANCHOR TENSION HEAD. 1 STEEL BUCKLE WITH STRAP e •1. TITLE: DOUBLE HEAD TENSION DEVICE HOME PROPER EARTH ANCHOR FOR SOIL CONDITION 4I 12" EACH WAY - 3000$ CONCRETE MODEL: THDHLS MODEL BUG WAS GROUND LEVEL I BEAM FRAME IF THIS ANGLE EXCEEDS 45 °, STEEL BUCKLE MUST BE ATTACHED TO THE OPPOSITE BEAM AS INDICATED BY THC DOTTED ONES j�j\ 11 C,�1 i � r STEEL BUCKLE WITH STRAP INSTALLATION -10- R.M. Hudgins, Jr., P.E. P.O. Box 5070 Asheville, N.C. 28813 704 - 274 -9244 August 3, 1994 Mr. Tom Hackney Minute Man Anchors, Inc. 305 West King Street East Flat Rock, N.C. 28726 Dear Mr. Hackney: I have analyzed design drawings,physical testing reports, and installation instructions for the Minute Man products listed below: 650 -DH 5/8 4636 -DH 3/4 36X -DH THDH 650 -DH 3/4 4430 -DH 5/8 48X -DH THDHLS 650 -DH 11/16 4430 -DH 11/16 36 -DH FCI W/S 636 -DH 5/8 4430 -DH 3/4 210 -DH FCII W/S 636 -DH 3/4 4450 -DH 5/8 210 -PDH BUC W/S 672 -DH 3/4 4450 -DH 11/16 210 -JDH SBNB 860 -DH 3/4 4450 -DH 3/4 100 -DH MMASD2 MMA STRAP My analysis and the physical test reports define the breaking strength of each of these anchors and their components to be in excess of 5,000 pounds. The strapping meets Federal Specification QQ- S -781H for Type I, Class B, Grade 1 strapping. The strapping also meets with ANSI 225.1 standards and ASTM D 3953 -91 standards. The strapping is 1 1/4 X .035 minimum, hot dip galvanized steel. On file are testing reports of the direct withdrawal strength of these anchors. These tests evaluate the anchorage strength of Minute Man Anchors installed resisting an axial and 45 degree angle applied withdrawal load. For the anchors listed on the attached sheet, the average ultimate holding power is not less than 5,433 pounds when installed in accordance with manufacturer instructions in the soil types indicated in the "table ". q6 43gq t•� 12" Depth - Class 4 24" Depth - Class 4 36" Depth - Class 4 48" Depth - Class 4 SOIL TYPE . 200 Inch Lbs. oh Earth Probe 200 Inch Lbs. on Earth Probe 250 Inch Lbs. oft Earth Probe 300 Inch Lbs. oft Earth Probe 111E UP OF WELDS: Normal welding procedure STANDARD ANCHOR DIMENSIONS: • Tests 1, 2, 3, 4 - 5/8" rod shaft with 6disk i long, with tension head for use with straps. Tests were performed to meet requirements set forth Section 2 -5.4.1 on Capacity of Anchors. (9 gauge) 48" in ANSI 225.1 bt ; (. • • Palm Harbor Homes COPYRRil I I996 RY PAI.N1 I IARII(W I IONIES. INC All Iihts Reserved Installation Manual Al! Single-Sectioit and Multi-Section Homes I NCOMPLETE beA LTR, 7 7' I • 1'1109N0-59,6 CONTENTS SECTION 1 Before You Begin 1 -1 to 1 -6 How to locate information on how your home was designed. Soil preparation - a home owners responsibility. Permanent foundations SECTION 2 Footers and Piers 2 -1 to 2 -5 Foundation design, manufactured piers, pier designs Blocking details. SECTION 3 Blocking Requirements 3 -1 How to determine pier spacing, pier construction, Table 1 & 2 Perimeter blocking requirements. SECTION 4 Typical Multi Wide Installation 4 -1 to 4 -6 Typical pier diagram, footing capacity table, jack supports, Floor connections, roof and end wall connections. SECTION 5 Typical Single Wide Installation 5 -1 to 5 -3 Typical pier diagram, jack supports. SECTION 6 Typical Tag Unit Installation 6 -1 to 6 -4 Typical pier diagram, anchoring diagram, Floor connections, roof and end wall connections. Electrical cross -over connection SECTION 7 Typical Anchor Installation 7 -1 to 7 -4 Single and multi wide Wind Zone I Table 3 Single wide Wind Zones II and Ill Tables 4.1 to 4.3 Multi wide Wind Zones I1 and Ill Tables 5.1 to 5.3 SECTION 8 Exterior & Interior Close -up 8 -1 to 8 -4 Roof close- up(multi wide), IIVAC duct connections, Dryer duct connections, Carpet installation. SECTION 9 Utility Connections 9 -1 to 9 -5 Water -, Drain -, Gas- and Oil line connections, Electrical . SECTION 10 Skirting and Ventilation 10 -1 to 10 -2 Ground Vapor Barrier installation, minimum venting requirements, Appljce exhausts. SECTION 11 MiscellaneouVand Final Inspection 11 -1 to 10 -3 Add -on, Clearances,llurricane shutters, Inspection Checklist. PALM HARBOR 11OMES, INC. a Most states have specific licensing requirements for manufactured home installation contractors. Section V in your Ilomeowner's Manual lists State Administrative Agencies (SAA) that may be contacted for this information. If your state is not listed, you may contact the Department of !lousing and Urban Development (HUD) in the city or nearby city in which you live and they can provide you with those requirements. Palm Harbor I homes requires that the installation of your new home be performed only by experienced, qualified manufactured home installation specialists. Your Retailer either has such people in his employ or will be able to contract the work with reputable, independent, local professionals. We encourage you to read these instructions to familiarize yourself with the installation procedure and recognize the importance of proper installation, especially the sections on "Site Preparation" and "Skirting ", typically I lomeowner responsibilities. Vital information regarding the design criteria Of your home will be found on the SECTION 1 - BEFORE YOU BEGIN WARNING THIS MANUAL HAS BEEN WRITTEN FOR THE SAFETY AND BENEFIT OF PROFESSIONAL CONTRACTORS, TRAINED IN THE SETUP AND INSTALLATION OF MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME SETUP TO PERFORM THE INSTALLATION. IF YOU HAVE NOT BEEN TRAINED IN SUCH SKILLS, ATTEMPTS TO REPAIR OR PERFORM SETUP FUNCTIONS SUCH AS BLOCKING, LEVELING, UTILITY CONNECTIONS, CLOSE -UP, ETC., COULD RESULT iN DAMAGE TO YOUR HOME OR INJURY TO YOURSELF OR OTHER PERSONS. PALM HARBOR iiOMES, SECTION 1 - 1 Compliance Certificate, sometimes called a Data Plate, located inside the home. The Data Plate is your reference guide about the functioning of your home within the geographical area for which it has been designed. The Data Plate is typically located on a kitchen cabinet door or on a wall panel or door face near the electrical panel, utility room or bedroom closet. Most of the installation requirements are determined from the information contained on this certificate. Please review the information on the "Data Plate" with the Design Zone maps below, to ensure your home meets the design criteria for they geographical area of the site location. CAUTION: When site is located in coastal areas of either Wind Zone 2 or 3, and within 1500 ft of the coastline, the "DATA PLATE" should indicate compliance with "EXPOSURE D ". Damages caused by or resulting from the installation process and /or settling are not covered by your new home warranty. FLORIDA: AL.ARkM all counties etcept Baldwin Broward Let Mobile Charlotte Martin Collier Manatee GEORGI*. Dade Monroe Bryan Franklin Palm Beach Camden Gulf Pinellas Chatham Hendry Sarasota Glynn L tons MAINE: Mclnt+.l Hancock Washmgion FLORIDA: Broward Let Charlotte Martin Collier Manatee Dade Monroe Franklin Palm Beach Guff Pinellas Ikndry Sarasota IIAWAII: The entire State TEXAS: YIRGISI • Aransas Kleberg lhe Bratorta Matagorda fl.rsapea + Calhoun Nutters Nonfoll. Cameron Change Patama.:r Chambers Refugto Pn nceas ' Galveston San Patina Virginia fL A Jefferson Willacy Kenedy .4• WIND ZONE III:The following arr r :r• %LkSSAC1l( >L - TT\ : Barnstable lb tool Duk es %amuc k es Plymouth MISSISSIPPI Cnur Iianti( k Ifantson Jackson Pearl RI. et *tone be Withl - - . Si Berra::: _ .. _ St Charles Si • \tan • _ "ertabunne w ': .ROLIN.k• WIND ZONE 1 WIND ZONE 11 WINO ZONE IM \\ IND ZONE DESIGN MAP WIND ZONE 1: All arras of the Unitrd s ::+x ra v territon that arc not identified on the above map as being located in either Wind Zone II or Wind Zone 111 WIND ZONE 11: The following arras at:. c'`c within :ND T_ONI. 111100 mph) of the alxwe Basic Wind Zone Map: S(IKlll CAROLINA: beaufnn Penier Brunswick Pnqutman ( a nden been f h., an Washington ( .,lumbus . en ( urrnuck Yw.es `r. Nano* r r t'to Pe — .. u Po* irotank U.S. TERRITORIES: ,,, Samoa Puerto Rut rr ,Mr• U S Vugian Islands . .. e 0 ).00 Mariana Islands , Ismeary of the Pactftc Islands F 1 HARI3OR HOMO*, SECTION 1 - 2 SOUTII CAROLINA: Beaufort Chlolerown Berkeley (lorry Chat lesion lupin Colleton Williamsburg Dorchester LOVISIANA: Acadia Lot mgston Allen Pointe ( Autnsan Si 1ltlena Assumption St James Calcasieu St John the Baptist Carneton Si Landry Davis St Marlin Last Baku* Rouge Wert Baton Rouge Fast Felt( tine West Febc,ans St Tammany Tangtpahoa Vermillion Washington Evangeline Iberia Ibervnlle Jefferson LaFayene D ZUNI 111 (1 10 mph) of the above Basic Wind Zone Map: A I.ASKA: •.,taut reruns of ALASKA as determined , r .ri 'N mph tsotach of the ANSI/ASCE 7 -It map The procedures outlined in this manual are intended to provide requirements for proper installation in compliance with the Federal Manufactured Home Construction and Safety Act of 1994 for manufactured homes. Terms used in this manual are those as defined in NCSBCS A225.1, Manufactured Home Installations, which is hereby incorporated by reference. In case of discrepancies, the Palm Harbor Manual shall prevail. This manual shall not be construed as relieving the installer of responsibility for compliance with State and /or local ordinances, codes and regulations established by the authorities having jurisdiction. Site preparation is the fundamental key to a successful installation and is typically a Homeowner responsibility. The major considerations are soil stability, moisture control and utility locations. FROST HEAVE: Special consideration must be given in cold climate areas where frost heave can be a problem. Frost heave can occur when moisture in the soil freezes below the footing, causing the piers that support the home to rise and result in serious damage to the home. Risk of frost heave can be reduced by controlling the amount of moisture in the soil. Soil type, grading and drainage, ground vapor barrier, skirting, crawlspace ventilation, heat loss through the floor and the apparent water table depth can all affect the amount of moisture available that can freeze. Local building officials or the authority having jurisdiction may require footings to be placed or poured below the frost line. If footings are not placed or poured on firm, undisturbed soil or compacted fill below the frost line, frequent pier and anchoring device adjustment may he required during the year. SOIL CONSIDERATION: Before a builder begins construction on a housing development or building. he will obtain test data from soil PALM HARBOR HOMES, SECTION I - 4 analysis reports so he will know if his foundation design will support the structure(s) and sustain, within allowable stress and settlement limitations, all applicable design loads. The bearing capacity for the soil at your home site must be known to determine the correct relationship between footing size and pier spacing. A common method for determining the hearing capacity of soil relies on selecting values from tables of allowable or presumptive bearing capacities given in local building codes. Such tables are commonly obtained from the local authority having jurisdiction or local geographical surveys, however, the exact "type" of soil must be known. In general, the local office of the Soil Conservation Service (SCS) will have information available at no cost. You may also use a "pocket penetrometer ", such as model 424 -050, available through: SOl L'1'ES"I' Northwest Business Center 2260 Northwest Parkway Marietta, Georgia 30067 (404)980-0913/14 or 1-800-325-7754 The minimum basis for the pier spacing tables contained in this installation manual is 1000 pounds per square foot(PSF). Foundations for soil bearing capacities less than 1000 PSF PERMANENT FOUNDATION INSTALLATION If the home is to be placed on a permanent foundation (either over a basement or crawlspace), the foundation construction, including all provisions for utility connections, should be made prior to the delivery of the home to the home site. Refer to the Detail below for a typical permanentfoundation design. The detail shown is an example only. Specific site conditions will determine final foundation design. Foundations must be designed by a registered professional engineer. The manufacturing facility of your home may have some approved designs available. Check with your retailer on availability. Moving home sections over basement or crawlspace areas must be accomplished only by competent, qualified professionals experienced PALM HARBOR HOMES, SECTION 1 - 6 in this type of home installation using commercially available mechanical equipment designed for this type of work. These devices are comprised of adjustable transfer beams that span the full basement with jack stands to support the transfer beams from the basement floor, and cradles that hold the home's I- beams. When properly operated, they allow safe, easy movement sideways, forward and backward, utilizing roller bearings with hand winches. If your home was constructed with provisions for a stairwell opening, the floor framing must be removed at that location. (Refer to the appropriate addendum accompanying this installation manual for more details.) Upon relocation of the home from its initial installation, such framing must be reinstalled. WA TERPROOF(NG- - FOUNDATION WALL FOOTING FOUNDATION PERIMETER DRAIN ABC I ERMIIE SHIELD \ �! GRADE SLOPED AWAY FROM HOME '{ FROST LINE \ t 9' Sou - EXTERIOR SIDEWALL MUD / SILL % / 1 " / ' UTILITY CONNECTIONS { PrT^"'.: 1 -BEAM ANCHORED TO AND SUPPORTED 7 BY FOUNDATION WALL (PILASTER OR / BEAM POCKET) - FOUNDATION WALL fit' EXPANSION JOINT TYPICAL UTILITY CONNECTION MAIN I -BEAM FOUNDATION CROSS - SUPPORT (BEAM INTERIOR CROSSMEMBER 4' CONCRETE SLAB OVER 4 AGGREGATE BASE COURSE (ABC) W/ VAPOR BARRIER BETWEEN 1'4' CONTINUOUS FILLET WELD MARRIAGE WALL AT CENTERLINE MAY BE DOUBLE OR SINGLE. FLOOR DECKING �L 1741ifil4 4711.11 TRANSVERSE FLOOR JOISTS COLUMN FLANGE SUPPORT COLUMN FOOTING LONGITUDINAL I -BEAM SUPPORT FOR MARRIAGE LINE & COLUMN LOADS MINIMUM J- STEEL SUPPORT COLUMN The tables shown on the following pages assume each section being treated independently, regardless if the home being installed is a single -, double- or triple section. Select the appropriate width for the section being installed and space piers according to the individual section width. FOUNDATION DESIGN: The procedure described below and on the following pages represents a typical concrete block pier system utilizing precast concrete 8" x 16" x 4" OR 16" x 16" x 4" footing pads and 8" x 8" x 16" concrete blocks, common sizes used in the manufactured housing industry. This procedure offers MINIMUM installation requirements for the setup of Palm harbor homes. Larger footings including poured concrete footings or runners may also be used. Multiple pads used in combination to achieve the required footing area may be used. OTHER APPROVED DESIGNS: Other foundation systems may also be acceptable provided the system has been designed by a registered professional engineer, approved for the use intended by local authority having jurisdiction, and installed in accordance with SECTION 2 - FOOTERS AND PIERS PALM HARBOR HOMES, SECTION 2 - 1 WARNING ! EACH SECTION (SINGLE OR MULTI WIDE) WEIGHS SEVERAL THOUSAND POUNDS! ADEQUATE BLOCKING MUST BE USED TO SAFEGUARD ALL PERSONNEL AND THE STRUCTURE DURING ALL PHASES OF INSTALLATION. WORKERS MUST NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MAY BECOME INJURED SHOULD TIIE HOME SLIP DURING THE INSTALLATION PROCESS. those approved plans and specifications: however, all applicable provisions of this Palm I larbor Homes Installation Manual shall apply. Approved plans, specifically designed for your home may be available from the home manufacturer. Please contact your retailer for availability. MANUFACTURED PIERS: Manufactured piers may also be used provided they are listed and labeled by an authorized approval agency and the piers are installed in accordance with their listing. If steel piers are used, steel channels or angles at least 6" long must be used to distribute the load to prevent web crippling. Manufactured piers and channels or angles must he certified to have a load capacity greater than or equal to the load it is to carry. Steel piers, channels or angles that are not constructed from material with corrosive resistive properties shall be made so by painting. FOOTINGS: The area under all footings must be cleared of all organic material such as grass and platted vegetation. All footings are required to be placed or poured on firm. undisturbed soil or compacted till. 1) - SINGLE 16x16x4 FOOTER 1.) CONCR. BLOCK - a SGL 16X16X4 CONCRETE BLOCK FOR FOOTING. (3) - DOUBLE 16x16x4 FOOTER CONCR. BLOCK NOTES: i -1 16X16X4 CONCRETE ,1g111le's, O ••• N C DOF '•. • , / 4 . C. w G • 163.004 - ti OTATE OF BLOCKS FOR FOOTING ••, C'' :�_ORO", •# ' 4 R • EO E. - **seises- Use l 6x32x4 footer size in tables to determine (2) - DOUBLE 8x16x4 FOOTER = THREE 8X16X4 CONCRETE BLOCKS FOR FOOTING. BLOCKS MUST BE LEVEL TO EACH OTHER. Use 16x16x4 footer size in tables to determine spacings and load capacity. (4) - DOUBLE 2x10x18 %z FOOTER PLACE CONCR. BLOCKS PERPENDICULAR • - TO JOINT IN TOP LAYER • • PLACE CONCR. BLOCKS PERPENDICULAR TO FOOTING JOINT -- ' \ 113 spacings and load capacity. Use 16x16x4 footer size in tables to determine spacings and load capacity. See also Note 1 for additional requirements. The lumber used in Footer (4), must be "PRESSURE TREATED" and approved for ground contact. Cut ends must be treated with preservative equal to and compatible with the material used to treat the original lumber. Alternatively treatment in conformance with AWPA M4 -80 using a 5% solution of pentachlorophenol copper, naphthanate containing a min. 2% copper metal, a 3% solution of a CCA type A,B or C, or a 5% solution of FCAP or ACC, or Creosote in conformance with AWPA M4 -80, paragraph 1.511, is also acceptable. Any solution used must be applied in accordance with instructions and cautions expressed on the container. 2.) Footers shown above may be replaced with other approved and/or listed footers of other materials, when the listed capacity and area is equal to or greater than the footer it replaces. PALM HARBOR HOMES, SECTION 2 - 2 1/2 .._. =- _...L...- I w 00 o O � LL w 0 W �O W U 0 co 0 w W W p PIER "A ": Constructed of a single stack of open cell 8 "x8 "x16 concrete blocks. The maximum pier height for Pier "A" is 36" when used as an 1 -Beam support and is installed with the 16" dimension perpendicular to the 1 -Beam. When used as an exterior perimeter support, the maximum height increases to 48 ", and is installed with the 16" dimension parallel to the perimeter rail. When used as an interior support (under marriage walls), the maximum height is 48 ". The pier is capped with a 2x8x16 solid concrete block, or per Note 1. PIER "B ": Constructed of an interlocked double stack of open cell 8"x8"x16" concrete blocks. The maximum height is 60" when used for 1 -Beam supports and 72 ", when used as an interior or exterior perimeter support. The pier is capped with a minimum 4 "x16 "x16" concrete cap. With an approved surface bonding material and method used, the height may increase to 80" maximum. PIER "C ": Constructed of interlocked and doubly: stacked open cell 8 "x8 "x 16" concrete blocks. Blocks shall be in concrete mortar on a minimum 24 "x24 "x6" concrete footing. Four (4) continuous 03 reinforcing reds shall be inserted in the open cells and the cells filled with concrete. The maximum pier height is 80" when used for I -Beam supports and 92" when used for interior or exterior perimeter supports. The pier is capped with a minimum 4 "x 16 "x 16" concrete cap, grouted to the pier. S 110.4 O !% C. OO •i . t NO. 0045484 %. se STATE OF f„ s l 4OR10t \����• tttt11111t/ PALM HARBOR HOMES, SECTION 2 - 3 MAIN I -BEAM TYPICAL . 8X8X16 CONCRETE BLOCKS TYPICAL FOOTING MAIN 1.9E AM 4" CONCRETE 4 CAP TYPICAL Bxex'o CONCRETE ITLOCKs T YPICAI. r OOTING TYPICAL 8XHX16 CONCRETE BLOCKS WITH 13 REBAR IN EACH CELL & ALL CELLS GROUTED SOLID TYPICAL 00 TING — PIER "A" MAIN (BEAM 4" CONC.RE. TE - CAP 2" CONCRETE OR ," 2x8x16 P.T. OR - -/ HARDWOOD CAP PIER "B" 1 • PIER WOOD SHIMS OPTIONAL 2X6 WOOD SHIMS OPTIONAL 2x8 WOOD SHIMS „ /1,t OPTIONAL 2x8 4 2 m Notes: l.) Wood shims and caps are 0.42 or better specific gravity , such as Spruce - Pine -Fir, Yellow Pine, 11em- or Doug Fir. 2.) Concrete blocks are 8xI6x8 (nominal) hollow cell load bearing Ch1 manufactured in conformance with ASTtvI C90 -70, Grade N. Hollow cells are vertical. z 1 ( � w U P- O) u. w 0 2 N VO w U � 0 Ww 1 W z U O MAXIMUM PIER HEIGHT: The maximum allowable height for piers is indicated in the pier details above, however, for Wind Zone II and III installations, additional limitations to the pier height may be necessary, depending on the vertical tie down spacings and/or the attachment of the diagonal straps at the I -beam. See Section 7 - Anchoring, for more details. CLEARANCES: An "average" minimum ground clearance of 18" must be maintained beneath the underside of the floor joists and 12" beneath the main I -Beam chassis. More clearance may be required for heat duct crossover. A minimum ground clearance of 8" must be maintained to all exterior siding materials. I ` i; L ' L ? I; ?. I i ,..I': j I 'I 1 L I: I -' i I L L L, Z ; L.I L .L, ?i I £ _L L - i _i, I . I,L t I 1.1 L Tr -I i1.i,. , ,. .1..L.I, a 1. _� I L AT (lASI is or NA IMSLAllEO PAM SHALL II OWN El MGM PALR1 HARBOR HOMES, SECTION 2 - 4 MAX AS% PANS UNOIM IX* HIGH "Average" means at least 75% of the piers are at the minimum height. Conversely, the maximum pier height may be exceeded without the need to increase the pier design, when at least 75% of the piers are at the maximum height or less, and the remainder of the piers do not exceed the maximum height by more than 8 (eight) inches, except that single stacked piers shall not exceed 36 inches in height. ADDITIONAL SUPPORT BLOCKING DETAILS it ` _ OPE MG - . ri t =L ft- 1 I' MAx (i) TYPICAL EXTERIOR DOOR AT SIDEWALL IFOR DOOR OPENINGS LESS THAN 4' -01 - (2) . -.- - -- LARGER DOOR OPENING (SLIDING GLASS DOORS/ DOUBLE FRENCH _ • DOORS. EMI OR 2x __._ - t .. ,{ ._. T�(' . /� =1 2511 SPACER I �" IYI1�_11___^_YL_-- --- 1't___ ._� �- _ IF NEC[SSARTI .,, L JJJ -- -N' MAx . ,.�"' -- r ? __"_`- _.______ MIN 2' CAP ,.. -_.^_ 1I051i CONCRETE PIER - - -- - - -- 16*Nx• CONCRETE FOOIINO LARGE DOOR OPENINGS AT SIDEWALI. (REQUIRED FOR OPENINGS GREATER THAN 4'•0'1 - SEE NOTE 3 HARDWOOD -- h WEDGE SHIMS - -1x1 OR 256 - -- _ _♦ SPACER 111' MAX IF NICE SSARTI - - __- MIN 2' CAP -- - $x5115 CONCRETE PIER 1651654 CONCRETE FOOTING - _. (3) ADDIT ONAL SUPPORT BLOCKING MAY BE NECESSARY AT AREAS SUBJECT TO EXTRA WEIGHT OR VIBRATION WASHING MACHINE OR WATER HEATER LOCATION OR REFRIGERATOR, FIREPLACE, ETC. LOCATED ON OR HEAR PERIMETER\ RAIL 'OUTSIDE I BEAMS DOUBLE 25 SUPPORT MENSES. SEE NOTES I & 2. HARDWOOD WEDGE S - --;• -1x6 OR 256 SPACER IF NECESSARY► -- �- MIN 2' CAP — MUM CONCRETE PIER - - - ---{ -- MI/6I• CONCRETE FOOTING- C r \ t__ - DOUBLE 25 SUPPORT MENSES. SEE NOTES I A 2. HARDWOOD WEDGE SHIM SCE NOTE 53 a - MA x SAME NOTES N ov, AN (4 'TYPICAL PERIMETER BLOCKING - B' MAX PALM HARBOR HOMES, SECTION 2 - 5 } NOMINAL 16" to 20" PRECAST CONCRETE FOOTING IASTM C145 Grade N or S, Type 1I (6? NOMINAL 20 "x 2O "x 4" TAPERED CONCRETE FOOTING IASTM C145 Grade N or 5, Typ1 (7)- - - - -- NOMINAL 8 x 16 "x 8" CO MASONRY UNIT (C.M.U.) (ASTM C9O tired* N or S, Type II NOTES: I.Support member is constructed with two 2x4 (South or Middle Zones) or two 2x6 (North Zone) nailed together. Support member should span at least one joist beyond the door jamb. 2.All support members lumber (pressure treated or painted) is minimum #3 grade. 3.Support member in Detail 3 is constructed with two 2x6 minimum #3 grade (pressure treated or painted) nailed together. Span not to exceed 3 floor joists. 4.Support pier footings shown in Details 1, 2 and 3 may be substituted with 8x16x4 concrete footings provide that the height of the pier does not exceed 36 (measured from the top of the footing to the top of the concrete cap). 5.Concrete footings to minimum 2500 PSI compressive strength @ 28 days. .h ,•• T•T/IIfIf11�� , , OJT. iiiiiiiii i .. k 001 STATE OF i 0 ti, � •• 4 . OR10.•• \ �,� RED elk' ;� z u U N CO LU J u 0 W tu M W U 11 :0 Cu O� SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES & TABLES STEP 1. Confirm the home is structurally designed for the geographical area for which the home is to be installed by examining the structural design maps shown on the Data Plate located inside the home. Use the "Design Roof Load Zone Map" and the "Design Wind Zone Map" shown in SECTION 1 to determine the zone (South, Middle or North) where the home is to be installed. Use Table 1 for the Roof Load Zone to determine if perimeter blocking is required. Some homes, constructed with an optional structural package, may not require perimeter blocking and will be indicated as such on the Data Plate. Where greater roof live loads (snow loads) have been determined to exist in localized areas by the authority having jurisdiction through surveys or experience, such roof live loads shall apply and perimeter blocking may he required. Sec pier plan and /or DATA plate for design load of the home. Likewise, a dome designed for higher roof loads may he installed in a lower roof zone. Example, a home designed for 30 PSI: roof live load (obtained from the Data Plate) may be installed in the South Zone requiring only 20 PSI: roof live load. The rows designated "South" in Table I may then be used to determine pier spacing and if perimeter blocking is required. STEP 2. If it was determined in Step I that perimeter blocking IS NOT required for the installation, use Table 1, locate the ROWS that correspond to the zone for which the home is to be installed (South, Middle or North). Select the row with the soil bearing equal to or lower then the bearing capacity PALM HARBOR HOMES, SECTION 3 -1 established earlier. If it was determined in Step I that perimeter blocking IS required for the installation, use Table 2, locate the ROWS that correspond to the zone for which the home is to be installed (South, Middle or North). Select the row with the soil bearing equal to or lower then the bearing capacity established earlier. STEP 3. Using Table 1 or Table 2 determined in Step 2, locate the COLUMN(S) that correspond to the width of each section and the footer size selected. STEP 4. At the intersection of the columns and rows determined in Steps 2 and 3 ascertain the required pier spacing to be placed at the I -Beams of each section. Spacing of the piers is measured from center to center. STEP 5. Determine the type of pier to he used based on the "AVERAGE" height of the piers installed. Refer to the "Typical Pier Design" Section. "AVERAGE" means piers installed in at least 75% of the overall length of the unit, must not be less than 12 " height. (See Section 2 for detail). FOR HOMES THAT ARE NOT PERIMETER BLOCKED, THE MAXIMUM SPACING OF THE I -BEAM PIERS CANNOT EXCEED 8' -0 ". FOR HOMES THAT ARE PERIMETER BLOCKED, THE MAXIMUM SPACING CANNOT EXCEED 8' -0" FOR 8" 1- BEAM, 10' -0" FOR 10" I -BEAM AND 12'- 0" FOR 12" I -BEAM - OR - THE TABULATED SPANS IN TABLE 1 OR 2, WHICHEVER IS LESS. ROOF LOAD ZONE ROOF LOAD ZONE LIVE LOAD (PSF) SOIL CAPACITY (PSF) 16'x16"x4' OR DOUBLE 8"x16 ( NOTE 4) DOUBLE 16"x16"x4" (SEE NOTE 4) 12 -WIDE 14 -WIDE 116 -WIDE 118 -WIDE 12 -WIDE 114 -WIDE j 16 -WIDE I 18 -WIDE SPANS 1000 16'x16'x4" OR DOUBLE 8"x16 "x4" NOTE 4 DOUBLE 16"x16 "x4• SEE NOTE 4 12-WIDE 114•WIDE ( 16-WIDE 116•YWDE 12 -WIDE) 14-WIDE 16 -WIDE 118 -WIDE SOUTH 1 1000 150 5:11` 9.2• i 5:!' 7••10' 8' 0 8' -0" 4:8' a =11 f I 4'•0' 8:2• 1T' -0' 17.0• ) 10:7 17.0' 9.4• 8'4" 12'•0" I 12: -0 S 1-BEAM 20 200 17•0' 10'4' 8'-0" 9:4" I 8%3" 12• -0' I 170" 12' -0" 12' -0" O 3000 8'-0 2500 12.0' i 12'•0' 8' -0' 8'-0- 11:9" 10:5' 17 -0' 12'•0' t ! 12'•0' I 12' - 0" U 5:9' 5' -0' 4'=8" 4'•2" 3000 17.0 . 17.0' 3:8" 12'•0' 3:1" 12' -0' 17 -0" 12' 0' 12'.0' 1 170" • T 5'•0" 4;8" 4' 8' -O' 8• -0 8' 0" 7'•7' 1000 5:8' 2500 4••8' 8'-3" 5' -11 5'•3' 4'•5' J:10" 8••0" 8'•0" 8' -0" I 8'•0" H 8' -0' 8• -0" 8' -0 8%0" 1500 8' -0" 7:" 11'40' i e' -0' 8' -0' 8' -0" 8' -0" • e'•0" PERIMETER 20 2000 8'-0" 8' -0' 8'-0" 8'•0" 8'•0" 8' -0' 8'•0" 8'•0" 2500 8' -0• 8' -0' 8' -0" 8' -0" 8' -0• 8' -0" 8' -0" 8'•0" 3000 8'-0" 8'•0" 8'•o" 8' -o" 8' -0" 8'•0" 8' -0" 8' -0" 1000 5=11• 5:1 4••8" 1 4'-0' 12' -0' 10:7' 9'•4' ' 8 %3" 1500 9:2' 7'•10• e:11' 6 -2' tr•• 12'-0" o 12.0' 1 12• -0" • 1.1 I -BEAM 30 2000 12' -0' 10'•7' 9'•4" 8:J' 12' -0' 17.0" 12' • 12.0" I 2500 170" 12' -0" ' 11'•9• 10:5" 12' -0" 12' -0" - 12' -0" 12' -0" 0 3000 1740' 12 -0" 17-0" 12' -0" 12' -0" 12' -0' 17.0' I 17-0" 0 1000 4' -7• , 3' -10" 3' -8" 3' -2" 8' -0' 8' -0" 7'•8' 8 %8" L 1500 7.0" I 5 :10" 5•-8' 5••0" 8' -0" - 8'-0 8'•0' 8' -0" E ' PERIMETER 30 2000 8' -0' • 8'•0" • 7'•8' e'-8 8'•0' 8' -0" 8' -0" 8' -0" 2500 8' -0" 8' -0" 8'•0" 8' -0" 8' -0" 8' -0" 8'.0" 8'•0' 3000 8'-0" ' 8' -0" ' 8 -0" 8' -0" 8' -0" 8' -0 8' -0" i W-0" 1000 5'41 5• -1' 4:8' 4'-0' 12-0" 10:7 9:4' 8'•3• 1500 9• 2" 7:10' 8 =11' } A'•2' 12' -0" tz'•o' 12'•0' 12'•0• • .N. I -BEAM 40 2000 12' -0" ' 10'•7' ' 9••4" ■ 8••J' 12' -0" 12' -0' 12' -0• 12' 0" 0 2500 170" , 12' -0" 11'•9• " 10'•5" 12' -0" 12'•0" 12' -0" 12' -0" R 3000 12'•0' 12'•0" 12' 0" 12' -0" — 12' 0" 12' -0" 12' -0" 12' -0" T — 1000 J' -f0" 3'•J' 44" 2:9' 8' - e'•9' 8' -8" 5:8" H. 1500 5' -11' ' 5'•0' 4'•10- 4:3" B' -0" 8%0" 8' -0" 8%0" PERIMETER 40 2000 8' -0' ' 6'•9" e'•8' i 5'•8" 8'-0" 8'•0' 8'-0" 8'•0" (SEE NOTE 3) 2500 8' -0" t 8' -0' 8' -0' 7.2 8' -0' 8' -0" 1 8' -0" 8' -0" 3000 8' -0" ' 8%0" 8%0" ' 8' -0" 8' -0' 8%0" 8' -0' 8' -0" ROOF LOAD ZONE LIVE LOAD (PSF) SOIL CAPACITY (PSF) SPANS 16'x16"x4' OR DOUBLE 8"x16 ( NOTE 4) DOUBLE 16"x16"x4" (SEE NOTE 4) 12 -WIDE 14 -WIDE 116 -WIDE 118 -WIDE 12 -WIDE 114 -WIDE j 16 -WIDE I 18 -WIDE 1000 J :2" 2:8' 2'-8" 2.3 6:e" 5=8• 5:3" 4:9' SOUTH 1 1 -10 4_2' J' J:e' 8' 0 8' -0" 7:7" I 20 2000 8'4" 5:8' 5.3 4:8" 8• -0' 8• -0" . 64 - 8' -0" I 8••0' 2500 8'-0" 7:2" 6%8' 5%11" 8'-O' 8' -0" 8'-0" 8' -0' 3000 8'-0 8' -0• 8'-0" 7'-2' 8•-O" 8' -0 8' -0' 8'-0- 1000 N/A N/A N/A N/A 5:9' 5' -0' 4'=8" 4'•2" MIDDLE 1500 4%3" 3:8" 3:6' 3:1" 8'-0 7'4" 8'-9" 8'-0" 30 2000 5=9' 5'•0" 4;8" 4' 8' -O' 8• -0 8' 0" 7'•7' 2500 7:3" 8'-3" 5' -11 5'•3' 8' -0' 8' -0" 8'-0" 8'•0" 3000 8.0" 7'4" 7:2` 84" 8' -0' 8• -0" 8' -0 8%0" PIER SPACING TABLES FIXED SIZE FOOTING PAD I -BEAM PIERS ONLY ( WITHOUT PERIMETER BLOCKING) - SEE NOTE (1) CAUTION: TABLE 1 SPANS LISTED IN SHADED AREAS ABOVE FOR MIDDLE ZONE, MAY ONLY BE USED, WHEN THE DATA PLATE INDICATES NO PERIMETER BLOCKING REQUIRED' OTHERWISE USE TABLE 2 BELOW. NORTH 40 ALL PERIMETER ETER BLOCKING REQUIRED USE TABLE BELOW 11 TABLE 2 PIER SPACING TABLES FIXED SIZE FOOTING PAD I -BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (2) NOTES: (1) MAXIMUM SPACING FOR I -BEAM PIERS WHEN USED WITHOUT PERIMETER BLOCKING IS 8' -0" (2) MAXIMUM SPACING FOR I -BEAM PIERS WHEN USED ■ITH PERIMETER BLOCKING IS 8' -0" FOR 8' I -BEAM . 10' -0" FOR 10" I -BEAM. 12' -0" FOR 12" I -BEAM OR THE ABOVE TABULATED SPANS. WHICHEVER IS LESS (3) MAXIMUM PERIMETER PIER SPACING IS 8' -0" OR THE ABOVE TABULATED SPANS. ' .,, • • STATE OF : WHICHEVER IS LESS •• 0 (4) SEE (5) FOR FOOTER DETALS FOR DOUBLE FTER CONFIGURATIONS 0 M N MUM OOTERS PIER SPACINGS TABULATED ABOVE IN THE ,, ;RE�p� 16 x 16 x 4 FOOTER COLUMN REFER TO FOOTER DETAILS FOR LUMBER FOOTER CONFIGURATION AND REQUIREMENTS (6) THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACINGS BY 10 %, AS LONG AS THE OVERALL AVERAGE DISTANCE BETWEEN PIERS IS EQUAL TO OR LESS THAN THE LISTED SPACINGS PALM HARBOR HOMES. SECTION 3 - TABLE 18 2 : �� ` �O ' G �PSIFIC4 oa N0. 001 - • MAX. I{ � MAIN 1 -11IEAM SUPPORT BLOCKING PER TABLE 1 OR TAILS 2. If ►ERRIETER BLOCKING IS REOI)INE0 USE MULTIPLE PIERS TO MONDE ADIOUATE FOOTING AREA FOR COLUMN LOADS EXCEEDING SOIL BEARING CAPAPCITT. - MAIN COCAIN JILT SEE TABLE PERIMETER SLOCKSIG SPACING IN INOUMEDI PER APPLICABLE EXTERIOR SIDEWALL t p i .141 GROUND LEVEL PERIMETER PIER MAYBE FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF B" SECTION 4 - MULTI WIDE INSTALLATION CENTERLINE BETWCEN SECTIONS TABLES 11 WIDE WAS vol WINO ZONE I AND NI INSTALLATIONS. A PAR IS ammo UNDER THE 'SHEARWALLS MENU THEY ATTACH TO THE RIPE WALL. SHEARWALLI ARA INDICATED AS DARKENED -IN WALLS ON 111E FLOOR PLAN. • 1 " . 4 J. MAX SEE APPLICABLE PIER DETAILS MANE 1 REAM( PERIMETER BLOCKING AT DOOR OPENINGS LESS THAN 4'.0' REQUIRED ONLY TO MAKE NON - OPERATIONAL DOORS. OPERATIONAL. ROOF ■.. P EA APPLICARLE TABUS WITH OR WITHOUT PERIMETER Bl OCKING - FLOOR DECKING -- MAIN I.BEAM 9 j STATE OF •1 @ ,7 INTERIOR CROSS EMBER ,' °I .7T E� �NG, ♦ ♦' 88 1111111 1 - . - RODE CLNIER LAN ' . __ SINGLE PIER SUPPORTS AT COLUMNS NOT TO EXCEED SOIL SEARING CAPACITIES ISEE TASLEST ADDITIONAL PIER REOUIRED UNDER SUPPORT. AS SHOWN. PALM HARBOR HOMES, SECTION 4 - 1 PERIMETER BLOCKING REOUIRED At EACH SIDE OF EXTEIOR SIDEWALL - OPENINGS IWIDOWS, DOORS. ETC.I GREATER THAN 1'%0'. - INTERIOR PERIMETER RAN. BLOCKING IS 1 f PERANTER ILOCKRIG IS REOUKED, ALSO REQUIRED AT CENTERLINE. SPACING TO 112 THAT OF EXTERIOR PERMIETt' SLOCKRIO. BUT MAY UNDER MARRIAGE WALLS _ j Rtwist° l --- ENINE 1 Ii2 FLOOR WIDTH s j . t s! ' 1 I PERRAETER BLOCKING IS REVD FOR MAIN UNIT SUPPOR1S ARE EACH COLUMN MARRIAGE WALL AT • CENTERLINE MAY BE DOUBLE OR SINGLE. PERIUKT1R STOCKING REOUIR*D Al EACH SKIS OF RECESSED ENTRIES OR OFFSETS AND/OR POACH FORT LOCATIONS PERIMETER & SIIEARWALL PIER ................... CENTERLINE & COLUMN PIER fia4 no.oas4se / ` FLOOR DECKING TRANSVERSE / FLOOR JOIST MAIN I - BEAM \ -, GROUND LEVEL SEE APPLICABLE PIER DETAILS CROSSMEMBER FOOTING SIZE (in.) SOIL. CAPACITY (PSF) 1,000 1,500 2,000 2.500 3.000 16 x 16x 4 1,490 2,377 .. '' , r' 16 x 32 x 4' 3,266 4,743 6,289 7,500 8,681 18 x 18 x 4 1,960 3,085 4,192 5,317 6,442 20 x 20 x 4 2424 x�6 2,490 3,877 5,228 6,617 8,006 3,710 5,710 7,555 9,555 11,329' 30 x 30 * 6 5,960 9,085 11,706' 14.831' 17,956' Shown on the previous page, is a typical pier diagram for a multi- section unit. Each individual section, including the tag unit, must be blocked according to its respective floor width and I -beam spacing. Refer to the tables in Section 3 for maximum pier spacings. To determine the locations of center line columns and the associated loads with these locations, refer to the model specific pier- or floor plan, included with this manual. If not already identified on the perimeter joist at the marriage line, mark these locations on the bottom of the interior perimeter joist with a nail or light color chalk or paint, so that they can be easily visible under the home after the sections are put together. Use the table below to determine the correct footing size for the associated load at the marriage line. EXAMPLE: A 14 -wide section without perimeter blocking may, per print, have a 4000 lb column load at the marriage line. If the soil capacity at the installation site is 2000 PSF, in the table below read down the 2000 lb column until the footing capacity meets or exceeds the 4000 lb load. The associated footing size in this example is an 18" x 18" x 4 "footing ( #4192),If the soil bearing capacity were 2500 or higher, a 16" x 16" x 4" footing would be sufficient at the 4000 lb column condition. NOTE: For 16" x 16" x 4" precast concrete footings not meeting capacity requirements, two piers may be used. For single stacked block piers (less than 10,000 lb loads), place piers no more than 1" apart and parallel to rim joists or use of multiple pads to equal square inches of footer " Footing Capacity Table. FOOTING CAPACITY TABLE (POUNDS) L oads exceeding 10,000 lbs. require double stacKe blocked piers. See Pie s "B" and "C" NOTES : 1) 16 x 32 x 4 footer consists of a double 16 x 16 x 4 . See tooter details for configuration 2)For double 2x10 min lumber footings use the 18 x 18 x 4 loa STEP 1. Remove the plastic used to close up the home. From the shipping supports, remove any gussets that may be applied over the perimeter joist. Do not remove the support itself. STEP 2. Position the heavier half of the home in the desired location. Carefully bring the lighter half as close as possible to the PALM HARBOR HOMES, SECTION 4- 2 heavy half. We strongly recommend that the installer use a mechanical roller system specifically engineered for manufactured homes to help facilitate the safe moving of the sections during set up. STEP 3. Use the hitch jack to obtain approximate leveling of the heavy half of the home, placing pier supports under the main I -Beams no more than 24" from the front cross member (measured from the center of the pier to the outside edge of the front cross member). Use a 1x6 or 2x6 between the I -Beam and the concrete cap to prevent cracking of the blocks or cap (see pier details). STEP 4. Jack up one side of the heavy half in the axle area with at least one jack in front of the axles and another jack behind the axles. Position the additional jacks along that I -Beam to distribute the load of the home. To prevent crippling of the I -beam web and help distribute the load, use steel channels or angles (see example). JACK MAIN •tAM JACK/M0 PtATt MAO( FROM 3/14• K •• K 11• MIN C CMANNIL. IIUGGESTt0 SIDE • K S4 l•1 /ITI 1/4' K / 1 /D• R 1/11 MIN ►lAT• RND //•t IWITH 1/•• MAIL CIIARANCI FOK JACK N5A01 ■ 1• APPOR OE•TN Carefully operate all jacks simultaneously to prevent excessive stress to the home and raise this side slightly higher than the desired elevation. Place pier supports in front ofand behind the axles. If the spacing of these piers exceeded the required spacing indicated in Table 1 or 2, add a pier between the two axle piers. Removal of one or more axles may be necessary to comply with pier spacing requirements. Do not install piers under axles or at spring hanger locations. STEP 5. Repeat STEP 4 on the other 1 -beam of this section. STEP 6. Place the remaining supports under PALM HARBOR HOMES, SECTION 4 - 3 the main I -Beams maintaining proper spacing and support sizing previously determined. Also, ensure that the centerline of the rear pier supports are located within 24" of the rear of the home (See typical multi wide pier x- section). STEP 7. Level the floor of the heavy half by jacking. The solid concrete cap at the top of each pier should be within 2" of the main 1 -Beam or perimeter joist. Use combinations of 2 ", 4" and 8" blocks to achieve this condition. Using a water le v c;, adjust the level of the floor by shimming between the concrete pier cap and the main I -Beams with I x6 and/or 2x6 wood plate(s) and/or wedge - shaped wood shims if necessary. Wood shims must be at least 4" wide and 6" long and cannot exceed 1" in thickness. Shims must be driven tight perpendicular to the I -Beams (see also typical pier details). STEP 8. Install the piers required under the center beam columns to support the roof load of the home. These column locations and footings sizes were previously determined in the beginning of this section. Ifyou identified these locations on the bottom of' the interior perimeter joists with paint or chalk as recommended in that step, then place the appropriate piers at the corresponding column locations. Again, the solid concrete cap at the top of each column supporting pier should be within 2" of the interior perimeter joist. Use combinations of 2 ", 4" and 8" blocks and concrete caps to achieve this condition. Shim between the concrete cap and the perimeter joist with I x6 and/or 2x6 wood plate(s) and/or wedge- shaped wood shims if necessary. Wood shims must be at least 4" wide and 6" long and cannot exceed 1" in thickness. Shims must be driven tight and perpendicular to the perimeter joist. Total thickness of the combined plates z ~ w I o 00 N o • ul 0w w 0 u. w ZO w U� t o St w w U z teittg and shims should not exceed 3 1/4 inches. At all points along the marriage line perimeter joist, the elevation of the lower edge of the perimeter joist should be within 3/8 " and should not deviate more than 3/4" overall as measured by water level. For Wind Zones II and III, in addition to the column piers, column anchors are required as well. The location of these anchors are indicated by a bracket attached to the perimeter joist at the factory as shown in the detail below. For ease of anchor installation, locate these brackets now and install anchors directly below them. fACTO*Y wstAtttO caw ANCNOO MACKIT• CONIKCT TO ANCHONIII ANO 1111111.13,1 •T OT■IIt Note: Brackets may be installed on either unit. Be sure to check column bracket locations on all sections and install the necessary anchors prior to locating the next section (see also Section 7). When perimeter blocking is required, additional piers must be installed at the center line in addition to column piers. The spacing for these piers is half that of the spacing PALM HARBOR HOMES, SECTION 4 - 4 required along the outside walls. However, these additional piers are only required under marriage walls, not in open span areas. For Wind Zone II and III installations, additional piers are required under shearwall ends, where they attach to the side walls. Shear walls are indicated on the floor plans as darkened (filled -in) interior wall sections. Sec also typical pier diagram on page 1 of this section. STEP 9. Palm Harbor Homes requires that any gaps at the centerline where the floors, ceilings or exterior walls meet be sealed with caulking, foam tape, vinyl or plastic tape, Thermo -Ply , Insulation, spray foam or the equivalent, to limit air infiltration. Also, tape or repair any punctures or tears in the bottom board that may have occurred during lagging or jacking of the home. STEP 10. Using a mechanical roller system, slowly move the floor of the lighter half to meet the heavier half and align all walls and floors. Using the procedures described in Steps 4 through 7, block and level the light half of the home. Floors, ceilings and walls should meet along the entire marriage line and voids should be sealed to limit air infiltration. Under no condition should gaps larger than 3/4" be allowed. STEP 1 I. Fasten the floors together with lag screws or wood screws as provided with the parts shipped loose in the home per the following details: for Wind Zone I: for Wind Zones II and HI: 4111■1111•• --;,.• ':"' 8'-0" OC MAX ___ .... i .... 1! 24" i i 1 24" I +. 24" 24 I I I 1 •—{ 6-7 I 1 - 1 i 1 ! 24" 247 24" j24 " RIM JOIST > - CENTERLINE / - - /1 V" \t / 1 \1 or- 32" (24") 32" • RIM JOIST 0 CENTERLINE 32" (24") 32" 1241 (12") a (6") LAGS SCREWS 5/16" OR 3/8" x 4" LAG SCREWS 0 32"0.C. (OR 110x4" WOOD SCREWS 24"0.C.) EACH SIDE STAGGERED 18" LAGS SCREWS #10 X 4" OR 1/4" X 4" LAG RIM JOIST vi? SCREWS Cer 24"0.C. CENTERLINE MAX. EACH SIDE STAGGERED INSTALLED FROM I \ /\; TOP THRU DECKING :111;11■1 OR AS SHOWN. PALM HARBOR HOMES, SECTION 4 - 5 1 1/2" X 26GA STEEL GALVANIZED STRAPS «P IVOC MAX WITH 10- 7/16" X 16GA GALVANIZED STAPLES EACH END OF STRAP IMIN 1" PENETRATION) ALTERNATE 'FASTENING: ROOFING NAILS (0.120 DIA MIN) • 9-EACH END W/MIN 1 1/2" LEGS OR - 08x1 1/2 WD SCREWS 4-EA END. STEP 12. Align the ceiling beams, interior walls and the top corners of the front and rear end walls. (Ceiling jacks may be required to align the center beams.) Start a cross - lagging procedure through the center beam of the light half and into the center beam of the heavy half at the spacing indicated in the detail below. • /10 X 4" WOOD SCREWS OR 1/4" X 4' / LAG SCREWS AT 24 "0.C. MAXIMUM (STAGGERED) INTO OPPOSITE HALF OF RIDGEBEAM • APPROX ITYP.I SCREW - LOCATIONS 45 6 "- 24" 24 f 244_24' 24" ' 24" 24' iB' FRONT OF HOME TOP VIEW OF ROOF The length of the fasteners indicated above is minimum and may be longer as needed. Use the same connection requirements for triple wide center section to outer section roof connections STEP 13. Secure the front end wall studs together and the rear end walls studs together from the exterior side with #8 or #10 x 3" screws or 16d nails both at 8" O.C. or 5/16" lag screws at 12" O.C. Use either of the options shown in the following detail, to prevent air infiltration between the joint. The vertical center beam shipping supports may now be removed. OPTION A: CAULK, FOAM INSULATION OR CARPET PAD V PALM HARBOR HOMES, SECTION 4 - 6 7) l r o/c MAX. FOR SCREWS OR NAILS. 12' o/c MAX. FOR 5/16' LAGS. OPTION B: THERMOPLY, TAPE, BOTTOM BORAD OR EOUIVALENT. STEP 14. Perimeter supports are required under any sidewall offset or recessed condition. Supports may be necessary at areas that are subject to extra weight or vibration such as laundry areas under the washer and dryer, and refrigerators or masonry front fireplaces that are located between the main 1- beam and a perimeter joist. Install perimeter supports at exterior door openings that are less than 4' -0 ", unless door operates smoothly. Install perimeter supports at both sides of all exterior sidewall (not applicable to end walls) openings greater than 4' -0 ", such as large windows or a group of windows, sliding or french doors. STEP 15. Using the water level, check the level of all piers and adjust if necessary. At all points along the I -Beam, the elevation of the lower flange of the I -Beam should be within 3/8" and should not deviate more than 3/4" overall as measured by water level. z O 0 co O • w N !J. w 2 k Q co 3 w 1 wW u- O ui F � O I MAX. • — SECTION 5 - SINGLE SECTION INSTALLATION — MAW 1 REAM � I �+ NAM I -REAM LUPPONT *LOCKING KR TABLE 1 OR TAME 2. M PERIMETER BLOCKING IS REOUIREO $! E tABLE . SEE TABLE ... PERRKTIN BLOCKING SPACING 11F MEOWED, PEN A►MICABL( TASTES FOR WINO ZONE R AND M INSTALLATIONS. A Pt* 1S *MIMED UNDER THE 'SMEARWALIA' WKNE THEY ATTACH 10 THE SIDEWALL. SHEARWAILS ARE INDICATED AS DA*K(NE0.IN WALLS ON THE FLOOR PLAN. 1 - SEE 1 i PIER 1-- —I . : -r - - -, - ` - MAIN I -BEAM - GROUND LEVEL PERIMETER PIER MAYBE FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF 8" AS SHOWN. PERIMETER BLOCKING AT DOOR OPENINGS LESS THAN 4'.O REOUIRED ONLY TO MAKE NON - OPERATIONAL DOORS. OPERATIONAL. APPLICABLE DETAILS PALM HARBOR HOMES, SECTION 5 - 1 PEIIMETEN BLOCKING IIEOUMED AT EACH SIDE OF E*TEN1011 SUMMATE OPENINGS (WINDOWS. DOORS, ETC 1 GREATEN THAN 1'-0'. 7 __.. . _ 1 RECESSED L 0111 4 ENTRY - PEAIMETEN BLOCKING REOUM(O — AT EACH SIDE OF RECESSED ENTRIES OR OTFSEtI AND/ON POACH POST LOCATIONS NOTES: 1.) The above detail is meant to be typical. For model specific pier locations, perimeter blocking requirements (if applicable), refer to the DATA PLATE and pier plans supplied with the home. 2.) Pier spacing is based on floor width, 1 -beam spacing and Roof Load Zone and soil bearing capacity. Refer to applicable tables in this manual. 3.) For piers required at sidewall for openings larger than 4' -0 ", use a minimum 16x 16x4 footer or equivalent. EXTERIOR SIDEWALL FLOOR DECKING oss l l tl 111 lgFF NO- 004548A - INTERIOR CROSSMEMBER y STATE Of #: STEP l: Review the requirements of section 2 and 3 STEP 2: Position the home in the desired location. STEP 3: Use the hitch jack to obtain approximate leveling of the unit, placing pier supports under the main I -beams no more than 24" from the front cross member (measured from the center of the pier to the outside edge of the front cross member). Use a pressure treated, hardwood or SYP I x6 or 2x6 between the I -beam and the concrete cap to prevent cracking of the blocks and/or cap. STEP 4: Jack up one side of the unit in the axle area, with at least one 12 -ton jack, in front of the axles and another jack behind the axles. Position additional jacks along that main I -beam to distribute the load of the home. • JACK._ - MAIN SEAM JACKING PLATE MADE FROM .. 3(16' X A' X 1E' MIN. C •CHANNEL. ISUGGE MTEO SIZE: C4 X 64 l0$ /F TI 1/4• X I 1 /2• X I /•• MIN PLATE RHO. PIPE (WITH VW MAX. - CLEARANCE FOR JACK HEAD) X 1' APPDX. DEPTH Carefully operate all jacks simultaneously to prevent excessive stress to the unit and raise this side slightly higher than the desired elevation. Place pier supports in front of and behind the axles. If the spacing of these piers exceeds the required spacing indicated in Table 1 or 2 as determined in Section 3, add a PALM HARBOR HOMES, SECTION 5 - 2 pier between the two axle piers. Removal of one or more axles may be necessary to comply with pier spacing requirements. Do not install piers under axles or at spring hanger locations. STEP 5: Repeat STEP 4 on the other main I- beam of the unit. STEP 6: Place the remaining supports under the main I- beams, maintaining proper spacing and support sizing previously determined in Sections 2 and 3. Also ensure that the centerline of the Fear pier supports are located within 24" of the rear end of the unit. STEP 7: Level the floor of the home by jacking. The solid concrete cap at the top of each pier, should be within 2" of the main I- beam or perimeter joist. Usc combinations of 2 ", 4" and 8" blocks to achieve this condition. Using a water level, check the level of all piers and adjust if necessary. Total thickness of the combined plates and shims should not exceed 3 1/4 inches. At all points along the I- beam, the elevation of the lower flange of the I -beam should be ± 3/8" and should not deviate more than 3/4" overall as measured by water level. STEP 8: Tape or repair any punctures or tears in the bottom board that may have occurred during positioning or jacking of the unit. STEP 9: Perimeter supports are required under any sidewall offset or recessed condition. Supports may be necessary at areas that are subject to extra weight or vibration such as laundry areas under the washer and dryer, and refrigerators or masonry front fireplaces that are located between the main I- beam and a perimeter joist. Install perimeter supports at exterior door openings that are less than 4' -0 ", unless door operates smoothly. Install perimeter supports at both sides of all exterior sidewall (not applicable to end walls) openings greater than 4' -0 ", such as large windows or a group of windows, sliding or french doors. STEP 10: If the unit is installed in a geographic area where perimeter blocking is required (as determined in Section 3), install them at the exterior perimeter joist at this time. The piers may be set back a maximum of 8 ", as shown in the detail in the beginning of this section. PALM HARBOR HOMES, SECTION 5 - 3 STEP 1: Before attempting to attach the tag unit to the main unit, make sure the main unit has been completely blocked, leveled and anchored. STEP 2: Position the tag unit as close to the main unit as possible, at its intended location. Use the hitch jack to obtain approximate leveling. Install pier supports under the main I -beams no more than 24" from the front cross member. Blocking spacing, pier design and footer sizes are the same as for mother unit. TAG UNIT ROOF ASSEMBLY SECTION 6 - TAG UNIT INSTALLATION MAIN UNIT DORMER TYP. TAO UNIT ENDWALL ADDITONAL BLOCKS REQUIRED Iry MAIN UNIT FLOOR (02 OPENINGS IN MAIN UNIT SIDEWALL EXCEEDING 4' -O" STEP 3: Determine whether the tag and main unit floors are designed to line up or are step down from each other. Adjust the pier heights of the tag unit accordingly. STEP 4: Using a water level, check the level of all piers. At all points along the I -Beam, the elevation of the lower flange of the I -beam should be ±3/8" and should not deviate more than 3/4" overall as measured by water level. STEP 5: If the floor of the tag unit is level with main unit floor, connect the floors together as described in Section 4, Step 9. If the floors are offset from each other, use the following method: TAG UNIT FLOOR PALM HARBOR HOMES, SECTION 6 - 1 MAIN UNIT FLOOR FACTORY INSTALLEIS 1 1/2x1 1/2x3/16x12 OR 1 1/2x1 1/2x11 GA. ANGLE IRON; TWO EACH END OF TAG UNIT, ONE IN CENTER OF TAG UNIT. STEP 6: Secure the tag unit end wall to the main unit sidewall per the following detail. Depending on the type of siding and/or which wind zone the tag unit was designed for, the TYP. SIDEWALL STUDS (MAIN UNIT1 " s II! MAIN UNIT WITH MAIN AND TAG UNIT BLOCKED AND LEVELED. SECURE TA.: UNIT TO MAIN UNIT AS SHOWN TOENAIL THROUGH THE SHEATHING FROM TAG UNIT TO MAIN UNIT WITH /811.11" WO SCREWS (0 MAX B" O.C. TYP. WALL STUDS (TAG UNI11 THE EXTERIOR SIDING AT EACH END OF THE TAG UNIT IS STAIR STEPPED. THE BOTTOM ROW OF SIDING SHOULD END AT THE NEXT TO LAST TAG UNIT ENDWALL STUD. sheathing shown in the detail may not be required. If required, the sheathing over the r w 00 co 0 w J co LL w F w z w N oI-- w � O p last stud bay was tacked in place for easy on site removal. Once the wall connections are complete, re- install sheathing and complete siding installation. STEP 7: Depending on which factory your home was built at, use the applicable option below, to complete the tag unit to main unit roof transition.OPTION A: With the tag unit set, floor and wall connections complete, gently fold up the main unit dormer fascia. Slide underlayment and flashing from tag unit !SHINGLES NOT SHOWN ON MAIN UNIT FOR CLARITY) UNDERLAYMENT OVER ROLLED ROOFING CARRIED UP INTO DORMER SUS- FASCIA MIN. 3" FACTORY INSTALLED FLASHING SHINGLE $ FACTORY INSTALLED - ■ FLASHING SHINGLES MAIN UNIT DORMER TRUSS -- FASCIA --FASCIA - -- DRIP EDGE F ASCIA UHOERLATMENL. TAO UNIT ROOF FACTORY INSTALLED FLASHING ^- UNDERLAYMENT CARRIED UP INTO DORMER SUB - FASCIA DISTANCE BETWEEN MAIN UNIT DORMER AND TAG UNIT ROOF MAY VARY MIN. T /4" TO MAX OF 2 ". TAO UNIT - TRUSS - -- MAIN UNIT DORMER TRUBS roof, behind the fascia. Bend the fascia back down and secure into subfascia with metal screws. OPTION B: Option B is used when the gap between the main unit dormer overhang and the tag unit - •- ! N. DISTANCE BETWEEN MAIN UNIT DORMER �! Ij' AND TAG UNIT ROOF il' MAY VARY. ■1 TAG UNIT MAIN UNIT DORMER TRUSS PALM HARBOR HOMES, SECTION 6 - 2 roof is greater than 2 ". Bend up the inside corner trim at the dormer overhang and main unit sidewall. Fold up the factory installed flashing on the tag unit roof. Fold the inside corner trim back down and secure into dormer wall with metal screws. NOTE: There are no other connections necessary from tag to main unit roof for either option. STEP S. Electrical cross -over connection. When tag unit is set and siding installation is complete, locate junction boxes in main and tag unit floors. Run the extra length of wiring provided on the main unit through the flexible conduit (also supplied), and connect to junction box in the tag unit. Connect the color coded wires together. A final electrical test must be performed once installation, interior and exterior trim of main and tag units have been completed. ELECTRICAL X -OVER CONNECTION (TAG UNIT WITH STEP DOWN FLOOR) MAIN UNIT TAG UNIT JUNCTION BOX/ FACTORY INSTALLED EII `JUNCTION BOX FACTORY INSTALLED LISTED FLEXIBLE CONDUIT I P B TAG UNIT ANCHORING: Main unit anchoring is per the normal requirements as described in Section 7. The following requirements apply to the tag unit only. Wind Zone 1: 1. Tag unit requires at least one longitudinal anchor at each end. The anchor strap may be wrapped around a cross member, front or rear header or axle spring hanger. The anchors may be located anywhere along the length of the unit as long as the strap directions are opposite from each other. The maximum angle of the strap to the main I -beam rail is 45 degrees. 2. Diagonal tie spacing is as described in Table 3, but not less than two, not more than 24" from each end. 3. The tag unit and main unit are shown separated for clarity purposes. , , s oot 1 11 / 11 1 4 0 ` � N D O G• 'O 4OV PZIFIa 4;: ��if i �i [. s r. . E to t�J4 34 ANCHOR (1) _- ISIERN)N WALL FLOOR /— DECKING GR OUNO IEVEL SEE APPLICABLE PIER OE TAILS MAIN UNIT ROOF I ' II 11 U 1 ROOF RIDGE CENTER LINE I II -MAN I -BEAM ( n tl I! It 1 I I 11 I 1 tl I 1 r 1 `2) II II I. l -MAIN I -SIAM - INTERION CROESME MBES MIN 220'• MAX 328 PALM HARBOR HOMES, SECTION 6 - 3 24"� "- PER TABLE 3 MAX. ANCHOR (2) 1184" MAX. LONGITUDINAL TIE MAY CONNECT TO EITHER A CROSS MEMBER OR A SPRING HANGER. r n SPRING MANGER - CROSS MEMOIR Wind Zones 2 & 3. Exposure "C": 1. Tag unit requires two longitudinal anchors at each end. The anchor strap may be wrapped around a cross member, or axle spring hanger. The maximum angle of the strap to the main I -beam rail is 45 degrees. 2. Type .1 anchor is installed no more than 24" from each end and one at the approximate center of the length of the tag unit. It may be offset enough to clear possible column pier. Type 2 anchors are installed in the approximate center of the Type 1 anchors. A Type 3 anchor is required at the tag unit center line where it attaches to the main unit. This anchor may also be offset to avoid column pier. 3. The tag unit and main unit are shown separated for clarity purposes. ��. •' ` ZiF i . 4 j ...# No. 0045484 S STATEOF ;: %OP.•" .` 8so ED E stet ANCHOR (1 ) + -- EXTERIOR WALL I rM- -- i GROUND LEVEL ANCHOR (2) EXTERIOR WALL FLOOR DECKING /- MAIN I. REAM / r INTERIOR CROSSMEWER _..� f .. _7- - -- FLOOR DECKING - MAW 'REAM INTERIOR CRDSSIWIARER STRAP T INSIDE BEAM � - GROUND LEVEL au I u 2 )j c) STRAP TO INSIDE BEAM MIN 220% MAX JIB' MAIN UNIT MAIN UNIT PALM HARBOR HOMES, SECTION 6 - 4 MAIN UNIT ROOF MAIN UNIT 24 MAX -- EXTERIOR WALL 164' MAX. ANCHOR (3) 45 MAX. \ SiR h� Cfl4S�IKIIBER_ ANCHOR (4) FLOOR DECKING -MAIN IBEAM - INTERIOR CROSSMEMBER - - I \' GROUND LEVEL If your home (single- or multi- section) is designed for and installed in Wind Zone 1, as previously determined from the Wind Zone Design Map in Section 1 and the DATA PLATE, only diagonal tie -down straps (a.k.a. "frame ties ") are required, but, if vertical ties are factory installed, they must be connected to an approved anchor. Anchors and tie -downs are designed to prevent your home from sliding off the piers. To determine the number and spacing of the anchors and straps, refer to the tables in this section, based on Wind Zone, unit width, pier height, anchor capacity and strap attachment. The tables are separated in the following categories: SECTION 7 - ANCHORING Federal Regulations require that Palm Harbor Homes provide an approved anchoring system procedure, designed to transfer the design wind loads from the home to ground anchors.These anchoring devices are not provided by Palm Harbor Homes. Companies such as Minute Man Anchors, Inc. and comparable companies may be contacted to obtain setup anchoring equipment. Call toll free 1 -800- 438 -7277 to locate the nearest supplier of Minute Man Anchors. Other anchoring systems are acceptable provided that the system has been designed by a registered professional engineer, or approved for the use intended by local authority having jurisdiction, and installed in accordance with those approved plans and specifications. Some State and/or Local zoning ordinances and/or State or local building codes may not require any anchoring systems, or may require additional anchoring requirements, based on the design wind loads prevalent in their respective areas. When the requirements arc less stringent than those detailed in this manual, we suggest you follow the details in the manual. Consult with your installation contractor and/or dealer for any additional cost, if any. Palm Harbor Homes, Inc. claims no responsibility for the products used in setting up our homes unless we specifically supply these products. All anchoring devices must be installed in accordance with their listing. PALM HARBOR HOMES, SECTION 7 1 a) Single and Multi section units installed in Wind Zone I: TABLE 3 b) Single section units installed in Wind Zones II & Ill: TABLES 4.1 to 4.3 c) Multi section units installed in Wind Zones H & III: TABLES 5.1 to 5.3 Material specifications: 1.) Strapping: Type 1, Finish B, Grade 1, min.. 1 1/4" x 0.035" zinc coated (.030 oz. Per sq.ft.), steel strapping, conforming to ASTM Standard Specification D3953(1991 or newer). The minimum working load shall be at least 3150 lbs and capable of withstanding a 50% overload (4725 lbs total). 2.) Anchors: Ground Anchors should be certified by a professional engineer, architect, and/or nationally recognized testing laboratory, and/or approved by the local authority having jurisdiction. In either case, the minimum working load capacity should be at least equal to 3150 lbs and capable of withstanding a 50% overload (4725 lbs total). Alternatively, the tables referring to 6000 lbs anchors are based on anchors with a working load of 4000 lbs and capable of withstanding a 50% overload for a total of 6000 lbs. Anchors should be embedded below the frost line and at least 12" below the water table. 3.) Stabilizing devices: Unless required by the local authority having jurisdiction, approved stabilizing devices and/or methods need only be installed to resist lateral movements on anchors connected to diagonal ties only. WARNING !!! MAKE SURE TO INDICATE LOC- ATIONS OF ANY UNDERGROUND ELECTRICAL CABLES, GAS LINES, WATER AND /OR SEWER LINES, PRIOR TO ANCHOR INSTALL- ATIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS PERS -ONAL INJURY OR EVEN DEATH. STEP 1. From the applicable table, determine the maximum anchor spacing for the unit based on Wind Zone, floor width and, if unit is designed for Wind Zone II or III, the spacing of the factory installed vertical tie connectors and the number of longitudinal ties required at each end of each section. Install the first anchor no more than 24" from each end of the unit. Remember, on single section units the anchors and straps must be directly opposite each other. STRAP SPACING PER APPLICABLE TABLE 2' -0" x x 1 MAX r - TYPICAL MULTI SECTION ANCHORING MAIN I.BEAM CENTERLINE BETWEEN SECTIONS --yam _ LONGITUDINAL TIE CONNECTED TO _ CROSS MIEMSER SPRING HANGER -- TYPICAL SINGLE SECTION ANCHORING STRAP SPACING PER 2' -0" X \` ? MAIN I -BEAM i LISTED STRAP APPLICABLE TABLE x LISTED STRAP LONGITUDINAL. TIE CONNECTED TO CROSS MEMBER SPRING HANGER ; T • STATE OF •, PALM HARBOR HOMES, SECTION 7- 2 AEDENC' d , Note: Longitudinal ties may be connected to either crossmembers, spring hangers or wrapped around front or rear headers. Install strap at a minimum 60 degrees from vertical. STEP 2. Mark all anchor locations to ensure no interference with other components such as piers, plumbing or heating/cooling ducts. Install anchors per the anchor manufacturer's installation requirements. STEP 3. Wrap strapping material meeting the specifications noted above, around the main I- beam as shown in the following details. Other applications approved by the strap manufacturer may be used as well (i.e.: frame clips, hooks, etc.). BUCKLE ASSEMBLY Thread sufficient length of strap through buckle as shown. Strap should be through buckle in this configuration before installation to main I -beam. I -BEAM ATTACHMENT PALM HARBOR HOMES, SECTION 7- 3 --4 Next, thread long end of strap between frame and floor of unit. Bring long end of strap around the I -beam, thread through top notch of buckle for a second time and over the I- beam. Attach the long end of the strap to the anchor and tighten. A properly installed strap and buckle should look like the above detail. STEP 4. Attach the other end of the strap to the anchor head per the following procedure: a) insert bolt into head; attach nut to other side loosely. Bolt may be inserted from either side. 0 b) insert strap in slot of bolt 5/8" or until strap is flush with far side of bolt. c) bend strap 90 deg. and take at least four complete turns on bolt until strap is taut. Bolt is turned with 15/16" socket wrench, on hex head. d) to hold bolt under tension while repositioning wrench, an open end wrench is placed on the 5/8" square shoulders of the bolt. e) Align square shoulders of bolt with square cut -outs in the anchor head. Holding hex head of bolt in position, tighten nut to draw square shoulders into square cut -out. Shoulders are now in locking position; continue to tighten nut. PALM HARBOR HOMES, SECTION 7- 4 Use oil or other lubricant on the threads to prevent rusting, binding or seizing at a later date. Also, re- tensioning of the straps may become necessary, due to settling and/or thermal expansion. Check tightness periodically. Shown above are single headed anchors. For double headed anchors attach vertical strap first, then repeat steps for diagonal strap. HEIGHT FROM ANCHOR HEAD TO BOTTOM OF FLOOR MAXIMUM TIE -DOWN STRAP SPACING 12 - WIDE 140" MINIMUM FLOOR WIDTH 14 - WIDE 160" MINIMUM FLOOR WIDTH 16 - WIDE 186" MINIMUM FLOOR WIDTH 18 - WIDE 210" MINIMUM FLOOR WIDTH 20" to 24" 11' -3" 9' -3" 7' -10" 6' -9" 5' -11" 5' -3" 4' -9" 13' -9" 15' - 3" 16' -0" 25" to 32" 12' -0" 14' -0" 12' -10" 15' -2" 14' -2" 33" to 40" 10' -7" 41" to 48" 9'-4" 11' -8" 10' - 8" 13' -2" 12' -3" 11' -5" 10' -0" 49" to 56" 8'-4" 57" to 64" 7' -6" 9' -10" 65" to 80" 6' -2" 8'-4" TABLE 3 MAXIMUM DIAGONAL TIE DOWN STRAP SPACING WIND ZONE I NOTES: 1) DESIGN BASED ON 99-1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. 3) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING. 4) THIS CHART APPLIES TO SINGLE AND MULTI SECTION FLOOR PLANS AND TAG UNITS. 5) LONGITUDINAL TIES NOT REQUIRED 6) ANCHORS AND EQUIPMENT RATED AT 4725# ULTIMATE LOAD 7) WHEN DIAGONAL TIE STRAP COMES OFF THE BOTTOM ATTACHED TO WITHIN 3" OF A CROSSMEMBER EXTERIOR SIDEWALL OF THE I -BEAM, IT MUST BE MAIN I -BEAM INTERIOR CROSS MEMBER WITHIN 3" OF STRAP SEE NOTE 7. GROUND LEVEL 0.035 X 1 TIE -DOWN ' STRAP FURNISHED BY INSTALLER SINGLE HEADED ANCHOR RATED AT 4725# ULTIMATE LOAD PALM HARBOR HOMES. SECTION 7 - TABLES WIND ZONE III SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit length(FT) installed max. height required for: spacing from anchor (FT to btm of floor NO TIES (1) TIE (2) TIES (in) , ea.end ea. end ea.end 4' -0" — 5' 3_4 __._z0 — — 32 32 - - — 32 32 6%8" N/A N /A ._. N/A 8' -0" — N/A N/A N/A 4' -0" 50 32 32 5 %4" 28 _ 32 32 — 6 %8, - - WA N/A N/A _ 8' -0" N/A N/A — N/A 4' -0" 64 32 32_ 5; 38 32 32 — 6 %8" 20 - 3 - - —3 - - 8' -0" N/A N/A N/A Table 4.1 NOTES: EXAMPLE: 18 wide x 44 FT long SINGLE WIDE TIE -DOWN STRAPS - -Wind Zone II and III USING 4725 # ANCHORS DIAGONALS TO "OUTSIDE I- BEAM" UNIT WIDTH 14 - WIDE 160" MIMMUM FLOOR WDTH 164" max. 18 -WIDE lee' FLOOR!MDTH WIND ZONE II SIDEWALL TIES VERTICAL & DIAGONAL installed spacing 4 . 0 , 8 %0' - max. height from anchor to btm of floor (in) 46 30 20 N/A 70 - 44 - 28 .._- - N/A LONGITUDINAL TIES min. unit length (FT) required for: NO TIES I (1) TIE (2) TIES ea.end ea. end ea.end 32 32 32 32 32 32 32 32 32 32 N/ _ . 32 32 32 N/A 18 - WIDE 4'-0" 80 32 210' S _ 58 32 FLOOR WIOT 6' -8" 36 40 32 32 32 EXAMPL 1) DESIGN BASED ON 99 -1/2" MAX. ( -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE OUTSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 4725 # LBS ULTIMATE CAPACITY AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING 5) THIS CHART APPLIES TO SINGLE SECTION FLOOR PLANS 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA. END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH. "N /A" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN. Wind Zone II Vertical Tie Spacing © 8'-0" i, Since the NO TIE indicates min length ©: 47 FT i f and the 1 -TIE indicates min length Q: 32 FT i j- it requires 1 longitudinal strap(s) ea. end of unit i a o a t u. f -ULL 040 r ANCHOR RATED 4725 % ULTIMATE Install between 20 to 30 degrees © 4' -0 "o /c Install between 30 to 40 degrees © more than 4' -0' o/c OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions NOTE. FOR CLARITY, ONLY ONE SIDEWALL CONNECTION SHOWN. OPPOSITE SIDEWALL CONNECTION IS IDENTICAL. ANCHOR LOCATIONS MUST LINE UP FROM ONE SIDE TO OTHER SIDE. I PALM HARBOR HOMES, SECTION 7 - TABLES EX TERIOR SIDEWALL 0035 X I TIE-DOWN STRAP OR BRACKET ' INSTALLED AT FACTORY MAIN I BEAM ` INTERIOR CROSS MEMBER GROUND LEVEL 0 035 X 1 TIE DOWN STRAP FURNISHED BY INSTALLER ,,O DF p • '•. 41 — ic4 4 � Piu f � ,;y Z i .0045tst ` } #}�iv�ti 14- % 9 ; STATE or i ' •• 1 RED cif .•` Table 4.2 UNIT WIDTH 14 - WIDE 4' -0" 160' MINIMUM 5-4 FLOOR wD1 Fi - 6' -8" 164" max. 8' -0" 16 - WIDE 4' -0" 188' 5' -4-4" FLOOR WIOT 6' -8" 8' -0' 18 -WIDE 210' FLOOR WOTH NOTES: EXAMPLE: SINGLE WIDE TIE -DOWN STRAPS - -Wind Zone II and III USING 6000# ANCHORS DIAGONALS TO "OUTSIDE I- BEAM" SIDEWALL TIES VERTICAL & DIAGONAL installed spacing (FT) 4'•0" 5;4 " 6'•8" = EXAMPLE 18 wide x 44 Wind Zone II Since the NO TIE and the 1 -TIE it requires 1 max. height from anchor to btm of floor (in) 56 — 39 28 N/A 80 58 41 27 80 75 52 WIND ZONE II LONGITUDINAL TIES min. unit length (FT) required for: 32 32 32 N/A 32 32 40 FT long Vertical Tie Spacing © indicates min length ©: indicates min length @: NO TIES I (1) TIE ea.end ea. end 32 32 32 N/A 32 32 i - 32 32 32 32 - 32 - 32 J 32 32 1) DESIGN BASED ON 99 -1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE OUTSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 6000# LBS ULTIMATE CAPACITY ,AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING. 5) THIS CHART APPLIES TO SINGLE SECTION FLOOR PLANS. 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA. END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH. "NIA" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN. longitudinal straps ea. end of unit. 8' -0" 48 FT 32 FT ANCHOR RATED © 6000# ULTIMATE Install between 25 TO 40 degrees OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions. (2) TIES ea.end NOTE FOR CLARITY, ONLY ONE SIDEWALL CONNECTION SHOWN. OPPOSITE SIDEWALL CONNECTION IS IDENTICAL. ANCHOR LOCATIONS MUST LINE UP FROM ONE SIDE TO OTHER SIDE. w Cr a z a 2 ~ A' PALM HARBOR HOMES, SECTION 7 - TABLES SIDEWALL TIES VERTICAL & DIAGONAL installed spacing (FT) 4' -0" 5-' . 6'%8" 8 4' -0" 5 4' -0" - 8c_8. 8 . 0 ..- max. height from anchor 10 btm of floor (in) 45 29 N/A N/A 67 44 - 27 N/A - 80 56 - 34 N/A WIND ZONE III LONGITUDINAL TIES min. unit Iength(F1') required for: NO TIES I (1) TIE ea.end ea. end 32 - - —32— WA - -. — N /A 32 32 N/A N/A 32 32 32 32 -.. 38 32 N/A N/A EXTERIOR SIDE WALL 0.035 X 1 /J TIE -DOWN STRAP OR BRACKET ' INSTALLED AT FACTORY MAIN I -BEAM INTERIOR CROSS MEMBE GROUND LEVEL 0 035 X 1 TIE -DOWN STRAP FURNISHED BY INSTALLER Table 4.3 TABLE UNIT WIDTH 14 -WIDE 160" MINIMUM FLOOR WIDTH 164" max. 16 -WIDE 1136' FLOOR WIDTH 16 - WIDE 210" FLOOR WIDTH NOTES: EXAMPLE. SINGLE WIDE TIE -DOWN STRAPS - -Wind Zone II and III USING 4725# ANCHORS DIAGONAL TO "INSIDE BEAM" SIDEWALL TIES VERTICAL & DIAGONAL installed mItERET spacing from anchor (FT) to btm of floor (in) 4' -0 5 6 %8" 8' -O" 4' -0" __ 5'-4" 6' -8 " 8 %0 4' -0" = EXAMPLE 80 80 80 52 80 80 80 54 80 80 80 WIND ZONE II NO TIES I (1) TIE (2) TIES ea.end ea. end ea.end 32 32 32 32 32 l 32 32 I 32 32 32 32 37 32 32 40 LONGITUDINAL TIES min. unit length (FT) required for: 32 32 32 32 32 32 32 1) DESIGN BASED ON 99 -1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE INSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 4725# LBS ULTIMATE CAPACITY ,AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING 5) THIS CHART APPLIES TO SINGLE SECTION FLOOR PLANS 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA. END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH. "NIA" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN. 7) WHEN UTILITIES (HEAT DUCT, PLUMBING LINES, ETC.) PREVENT STRAP FROM BEING PROPERLY INSTALLED TO TOP OF BEAM, THE STRAP MAY ALTERNATIVELY COME OFF THE BOTTOM OF THE BEAM, BUT MUST BE WITHIN 3 in OF A CROSSMEMBER OR APPROVED I -BEAM BRACE. 18 wide x 66 FT long Wind Zone II Vertical Tie Spacing @ 8' -0" Since the NO TIE indicates min length @ 49 FT and the 1 -TIE indicates min length @: 32 FT it requires 1 longitudinal straps ea. end of unit. ANCHOR RATED @ 4725# ULTIMATE Install between 40 to 50 degrees OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions. W • Q LL r O 4 DOUBLE CO p cn 1 - HEADED O ANCHOR Z I .l am • EXTERIOR SIDEWALL F, I ", G OOF y�� s ic�f,:y J ; I 0345481 F _ STATE Of ! �! p � ^ . . p , !oRio!::'4.e •S T EREO ENS' PALM HARBOR HOMES. SECTION 7 - TABLES SIDEWALL TIES VERTICAL & DIAGONAL installed spacing (Fn 4' -O" 5'-4" 6'•8" 8' - O" 4' -0" 5'-4" 6' -8' 4' -0" 43=6" -- max. erg from anchor to btm of floor in 32 _ 32 _ 32 32 32 32 80 - - 80 46 V 80 80 46 80 80 - 46 -- LONGITUDINAL TIES min. unit length(FT) required for: NO TIES ea.end (1) TIE ea. end 32 32 32 32 — - 32 32 32 32 32 3 -- 32 - 32 — (2) TIES ea.end , 0035 X 1114 TIE.DOWN INTERIOR CROSS MEMBER • STRAP OR BRACKET / INSTALLED AT FACTORY MAIN I BEAM 0 035 X 1 TIE -DOWN ` STRAP FURNISHED BY INSTALLER GROUND LEVEL SEE NOTE 7 •, \, • t SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit Iength(FT) required for: installed spacing ( max. height from anchor to btm of floor (in) NO TIES I (1) TIE I (2) TIES ea.end ea. end t ea.end 4' -0" 5'-4" 20 WA N/A _ N/A _. 32 32 — WA 32 N/A N/A--- N/A 6' -8" 8' -0' N/A N/A N/A i N/A N/A N/A N/A 4 -0" 5' -4" 6_a 33 - N/A N/A 42 _ N/A _ 32 - N/A - N/A — N/A _ 32 N/A { N/A N/A N/A 8' -0' N/A 1 N/A 4' -0" 4' -0" 5'-4" 6' -8" 8' -0' 48. 28 N/A N/A 60 40 32 44 - - N /A • __. N/A -. SECTION DEGREES N/A N/A N/A N/A - N /A -- N/A 1RIPLE WIDE CENTER 3 -EA END @ MIN 45 FROM VERTICAL UNIT WIDTH . T \ , ' , SIDEWALL TIES VERTICAL & DIAGONA LONGITUDINAL TIES min. unit length (Fr) required for: installed spacing (1) max. height from anchor to btm of floor (in) NO TIES I ea.end (1) TIE (2) TIES ea. end ea.end 12 - WIDE too" LOOR WOT 4' -0" 28 37 32 32 5'-4" N/A N/A N/A N/A N/A 6' -8" 8' -0" N/A N/A N/A N/A N/A N/A N/A 14 - WIDE 160' MINIMUM LOOR WOTK 164" max. 4' -0" 46 30 20 N/A 46 76 N/A N/A 32 40 1 66 N/A 32 32 __ - 32 5'-4' _ _ 6' -8' _ _ 8' -0' NIA 16 - WIDE 4'-0" 70 186" 5'-4" 44 LOOR IMOTI : 6' -8" 28 - - 0 -" -- — WA - 64 N/A N/A _ N/A 40 69 N/A N/A 32 32 49 N/A NOTES: RIPLE W) T - - 110 2 -EA END @ MIN 60 DEGREES FROM VERTICAL = EXAMPLE Table 5.1 MULTI WIDE TIE -DOWN STRAPS -Wind Zone Ii and Ill USING 4725 # ANCHORS DIAGONALS TO "OUTSIDE I- BEAM" 1) DESIGN BASED ON 99 -1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE OUTSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 4725 # LBS ULTIMATE CAPACITY ,AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING. 5) THIS CHART APPLIES TO MULTI SECTION FLOOR PLANS AND TAG UNITS. 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA. END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH "N /A" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN. ,, , a �auurrq� t Na. 004 �4E4 -. EXAMPLE STATE OF r # #, , /rRED 6NA:+� 16 wide x 66 FT Tong Wind Zone II Vertical Tie Spacing @ 5'-4" Since the NO TIE column indicates: NIA and the (1) TIE indicates min length @: 69 FT and the (2) TIE indicates mill length ©. 32 FT it requires 2 longitudinal straps ea. end of unit. ANCHOR RATED © 4725 X ULTIMATE Install between 25 to 30 degrees OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions w¢¢ z o o 4 a co Z 40 PALM HARBOR HOMES, SECTION 7 - TABLES EXTERIOR SIDEWALL 0035 X I V 11E -DOWN STRAP OR BRACKET INSTALLED AT FACTORY /a: MAIN I-BEAM ` INTERIOR CROSS MEMBER GROUND LEVEL 0 035 X 1%; TIE-DOWN STRAP FURNISHED BY INSTALLER If t , , It SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit length(FT) required for: installed spacing (F max. height from anchor to btm of floor (in) NO TIES I (1) TIE ea.end ea. end I (2) TIES ea.end 4' -0" 28 32 32 32 5•-4" N/A N/A N/A N/A 6' -8" N/A N/A N/A N/A N/A 8'-0" N/A , N/A N/A 4' -0" 64 4' -0" 5'-4" 48 30 20 N/A 42 32 46 32 76 _ 32 _ 32 _ 6' -8" N/A N/A 8' -0" N/A N/A fV/A 4' -0 70 60 40 1 32 1 44" N/A I WA 5 %4" 44 N/A N/A N/A N/A 6' -8" 27 N/A ___Ito:___,.. N/A NIA UNIT WIDTH WIND ZONE II SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit length (FT) required for installed spacing (FT max. height from anchor to btm of floor in NO TIES (1) TIE (2) TIES ea.end ea. end ea.end 12 - WIDE 140' FLOOR WDTtt! " 4'-0" 38 36 32 32 5'-4" 26 58 32 32 6' -8" N/A N/A N/A N/A 8' -0' N/A N/A N/A N/A 14 - WIDE tee MINIMUM FLOOR WIDTH 164" max. 4' -0" 64 47 32 32 5'-4" 6'-8" -- 8' - -0' 44 76 N/A 40 32 _ 31 22 66 32 N/A N/A 32 16 - WIDE tee" FLOOR %MDT 4'-0" 5'-4" 6'-8" 80 64 44 64 40 32 N/A 69 32 N/A N/A 49" 8'-0' 32 N/A N/A Or NOTES: TRIPLE WI E CENTEIf SECTIONS 2 -EA END MIN 60 DEGREES FROM VERTICAL = EXM.'PLE Table 5.2 1) DESIGN BASED ON 99 -1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE OUTSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 6000# LBS ULTIMATE CAPACITY AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING. 5) THIS CHART APPLIES TO MULTI SECTION FLOOR PLANS AND TAG UNITS. 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA. END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH. "N /A" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN.. EXAMPLE 16 wide x 66 FT long Wind Zone II Since the and the and the It requires NO TIE (1) TIE (2) TIE 2 MULTI WIDE TIE -DOWN STRAPS - -Wind Zone II and III USING 6000# ANCHORS DIAGONALS TO "OUTSIDE I-BEAM" + . r • w uu - 004 STATE of Vertical Tie Spacing © 5'-4" column indicates: N/A indicates min length ©: 69 indicates min length ©: 32 longitudinal straps ea. end of unit. Install between 20 to 30 degrees OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions. ANCHOR RATED 6000* ULTIMATE FT FT W • K CC a =o ►-ULL 040 ` 3 -EA END CO MIN 45 DEGREES f FROM VERTICAL • FOR SHORTER UNITS (32 FT OR LONGER) ADD ONE ADDITIONAL LONGITUDINAL TIE. PALM HARBOR HOMES, SECTION 7 - TABLES EXTERIOR SIDE WALL 0.035 X 1' /4 TIE -DOWN STRAP OR BRACKET INSTALLED AT FACTORY - MAIN I -BEAM INTERIOR CROSS MEMBE GROUND LEVEL 0.035 X 11/4" TIE•DOWN STRAP FURNISHED BY INSTALLER UNIT WIND ZONE HI SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit length(FT) required for: installed spacing (FT) max. height from anchor to btm of floor (in) NO TIES I (1) TIE l (2) TIES ea.end ea. end J ea.end 4' -0" - 5 ., 4 " 80 80 38 32 ( 32 32_ 54 I 32 32 -1;u-ix- - - - 50 -- 6' -8" 4 -0" 5'4' 80 80 40 -- 42 32 ! 32 r 76 46 } 3 -- 2 N/A N/A 32 6'-8" 4' -0" — -5;.4: -- 6' -8" 80 86 — 38 60 _ 40 32 N/A WA 44• N/A N/A _ N /A• MI WI E CENTER ECTI N. 3 -EA END @ MIN 45 DEGREES FROM VERTICAL UNIT WIND ZONE II SIDEWALL TIES VERTICAL & DIAGONAL LONGITUDINAL TIES min. unit length (FT) WIDTH installed max. height required for: spacing from anchor (Fr) to btm of floor NO TIES (1) TIE (2) TIES (in) ea.end ea. end ea.end 1 4' -0" 80 37 32 32 - 140" 5'-4" 80 58 32 32 FLOOR WIDTH 6' - 8" 80 N/A 39 32 8' -0" 48 N/A 58 32 14 - W lbE 4'•0" 80 47 1 32_ _ 32 160 MINIMUM 5'-4" 80 - 76 40 32 MYTH DTH 6%8* — 80 N/A 66 32 164" max. ' 8' -0" 52 - _ -N/A- __ /A 32 16 4' -0" " 64 40 32 196" S'-4" 64 NIA . 69 32 FLOOR WID1 H 6 -8" 44 N/A 1j WA 49• - 8`•0" 32 N/A 1 _N/A 67 Table 5.3 NOTES: EXAMPLE: 16 wide x 66 Wind Zone II Since the and the and the MULTI WIDE TIE -DOWN STRAPS - -Wind Zone 11 and 111 USING 4725# ANCHORS DIAGONAL TO "INSIDE BEAM" EXAMPLE NO TIE (1) TIE (2) TIE 2 -EA END @ MIN 60 DEGREES FROM VERTICAL FT long Vertical Tie Spacing @ 5'-4" column indicates. NIA indicates min length @ 69 indicates mm length @ 32 longitudinal straps ea end of unit. it requires 2 ,,� t11h 4�� o ` , � N C• DOF �''•, 4 rTATE .9 4 1 4;%.f! L oR10 � :•':1$ � � '•9# 'FRED t:ILG ' "•'•••• nstall between 40 to 50 degrees OR VERTICAL with stabilizing device installed per anchor manufacturers installation instructions. ANCHOR RATED @ 4725# ULTIMATE FT FT 4 PALM HARBOR HOMES, SECTION 7 - TABLES FOR SHORTER UNITS. (32 FT OR LONGER) ADD ONE ADDITIONAL LONGITUDINAL TIE. 1) DESIGN BASED ON 99 -1/2" MAX. I -BEAM SPACING 2) ANCHOR AND STRAP INSTALLATION AS SHOWN. ULT. CAPACITY OF STRAPPING IS 4725# 3) DIAGONAL STRAPS ARE TIED TO THE INSIDE I- BEAMS. VERT. TIES AND DIAG. TIES ARE TIED TO A DOUBLE HEADED ANCHOR RATED AT 4725# LBS ULTIMATE CAPACITY ,AS INDICATED IN THE TABLE HEADING 4) GROUND ANCHORS TO BE INSTALLED ACCORDING TO THEIR LISTING 5) THIS CHART APPLIES TO MULTI SECTION FLOOR PLANS AND TAG UNITS. 6) THE LENGTHS TABULATED IN COLUMNS UNDER NUMBER OF LONGITUDINAL TIES REQUIRED EA END OF EACH SECTION, IS THE MINIMUM LENGTH OF UNIT REQUIRED FOR THAT NUMBER OF TIES. FOR SHORTER UNITS, USE THE NUMBER OF TIES REQUIRED IN THE COLUMN THAT WORKS FOR YOUR UNIT LENGTH. "NIA" IN A SELECTED COLUMN MEANS THAT YOU MUST USE ANOTHER COLUMN.. 7) WHEN UTILITIES (HEAT DUCT, PLUMBING LINES, ETC.) PREVENT STRAP FROM BEING PROPERLY INSTALLED TO TOP OF BEAM, THE STRAP MAY ALTERNATIVELY COME OFF THE BOTTOM OF THE BEAM, BUT MUST BE WITHIN 3 in OF A CROSSMEMBER OR APPROVED I -BEAM BRACE. i EXTERIOR SIDEWALL . 0035 X I14 TIE•DOWN STRAP OR BRACKET INSTALLED AT FACTORY. MAIN I BEAM DOUBLE HEADED ANCHOR i INTERIOR CROSS MEMBER 0.035 X I TIE DOWN STRAP FURNISHED BY INSTALLER GROUND LEVEL SEE NOTE 7 SECTION 8 - EXTERIOR & INTERIOR CLOSE -UP SHINGLE ROOF CLOSE -UP MULTI SECTIONS ONLY Several bundles of shingles are shipped with each multi - sectional home to complete the roof close -up. The shingle manufacturer's installation instructions are printed on each bundle. Special precautions are used to protect the roof in transit, such as netting, airfoils or nailer strips to hold shingles down. Any residual damage from these techniques, such as fastener penetrations through exposed shingles, must be repaired or replaced. Shingles must be replaced or penetrations thoroughly sealed with asphalt roofing cement conforming to ASTM D 4586, Standard Specification for Asphalt Roof Cement, Asbestos Free, Type 11. Use one of the approved methods shown in the Details below. WIND ZONE I only(without metal roof cap): SHINGLE ROOF CAP INSTALLED PER SINGLE MANUFACTURER'S INSTRUCTIONS ON BUNDLE FEELO INSTALLED EAST COURSE OF SHNGLES EACH HALF, OVERLAPPING AND FASTENED PER SHINGLE MANUFACTURER'S INSTRUCTIONS ON RUNDLE. FASTENERS TO SE SUFFICIENT LENGTH FOR FUl PENETRATION 11110 ROOF DECKING. GENTLY BEND THE SHINGLES. DO NOT CREASE. - FACTORY INSTALLED SHINGLES TRIMMED FLUSH OR FOLDED OVER FASTENED TO REIGEBEAM WOOD CEILING 'ALMI HARBOR HOMES, SECTION 8 - 1 WIND ZONES I, II and III:(rcquires metal roof cap) SHINGLE ROOF CAP INSTALLED - PER SINGLE MANUFACTURER'S INSTRUCTIONS ON RUNDLE SEAMS RI METAL CAP TO OVERLAP IAN. 2' TYPICAL PLYWOOD RIOGESEAM Cut additional shingles into three parts to make the ridge cap and install shingle cap providing a 5" exposure, or as required by the shingle manufacturer's installation instructions. TRIPLE SECTION UNITS FACTORY INSTALLED SINGLES CENTER SECTION1 OUTER SECTION • \ \ f I � l 30GA X 6 TO or WRY C GALVANIZED METAL SECURE WITH ROOFING NAILS OR I6GA X r CROWN STAPLES OF SUFFICIENI LENGTH TO PENETRATE ROOF SHEATHING SPACE a MAX l' 0/C NEAR EDGE OF METAL. OVERLAP SEAMS MN 2' REQUIRED FOR WIND ZONE II AND RE — 306A X 1' to 1' GALVANIZED METAL. FASTEN WITH ROOFING NAILS OR 11GA X TCR STAPLES OF SUFFICIENT LENGTH FOR FULL PENETRATION INTO ROOF DECKING SPACING AT 4'OC NEAR EDGE OF METAL GENTLY REND. DO NOT CREASE. FACTORY INSTALLED SHINGLES TRIMMED FLUSH OR FOLDED OVER & FASTENED TO RIDGESEAM /CEILING . FIEND INSTALLED SHINGLES ASPHALT ROOFING CEMENT BEIWEEN LAYERS OF UNDERLAYMENT MIN 6' WIDE FACTORY INSTALLED On triple section units, fold back the underlayment paper and install the galvanized metal (note: the galvanized metal is optional in wind zone I). Fold down the underlayment of the outer section roof first, apply a min 6" wide strip of roofing cement, then lay the underlayment from the center section on top of it. Install missing rows of shingles as required. Secure shingles per the manufacturer's installation instructions (shingle wrapper). EXTERIOR END WALLS MULTI SECTIONS ONLY Cut closure material to the shape and size required and secure in place starting from the bottom up, i.e. bottom starter, vertical metal or siding, then roof overhang soffit and fascia. All closure material should be fitted and sealed as required to protect the structure or interior from the elements. BOTTOM BOARD REPAIR The bottom board underneath the home has been sealed at the factory; however, the bottom board may subsequently incur tears or punctures during transportation or installation. These holes must be sealed to prevent the entrance of rodents or insects. The bottom board may be repaired by the method listed below: Construct a repair piece to be placed over the tear or puncture utilizing scrap pieces of bottom board material. This material is a special high - strength rodent - resistant covering, and may be purchased from manufactured housing retailers or manufactured home supply outlets in your area. Apply the repair piece over the area to be repaired with contact cement and staple the piece at the perimeter with a flare tacker stapler. Manufactured housing supply outlets typically carry special repair kits and special pressure sensitive tapes for bottom board repair that work equally as well. Follow the manufacturer's instructions on the repair kit accordingly. HEAT DUCT CROSSOVER CONNECTION Install the heat duct crossover duct as shown in the detail. Secure the duct to the collars provided with bands or straps approved for such use. Keep duct as straight as possible to avoid kinks or bends that may restrict the air flow. Extra length must be cut off. The duct must be supported 48" on center (maximum) and must not be allowed to touch the ground. Either strapping to hang the duct from the Puma mama i / MONISM MINI //• , - 1(A11K1 1 - nom pow I AVOW MPMIAD ODIUM Alt MR tUlOM01 DU CI TO MDUCS SRAM Olt - UM ADC ROMS 70 MOOD AMU ItMI M STIRCt NI MGM MCCO MEO{Ttt M1i"M Mal ■ IT 1RA MUCT PALM HARBOR HOMES, SECTION 8 - 2 Lt U'fl4C* Cl 10 MALI VIM LOSS USE tUG MNA ID MOO 7MlS 1141 M into AR now RM1MCS OAS DDRICI7 MAR MSS `• MAR 1t1At RCS NMMMq HI*W 1 PADS p1 ODIUM RACE ■WT AS M DARED /0 MEMO OUCI 1110010lx)70G 110 GROUND MODS AM ITP)CAlt1 In 0 A0A0 UIt R4MT71T floor, or pads to support it off the ground are acceptable. CLOTHES DRYER INSTALLATION If the home is equipped with a clothes dryer, it must be exhausted to the outside by a moisture -lint exhaust system. This exhaust MUST NOT terminate underneath the home. All required components and fittings are provided in the home. An opening is provided in either the floor or a wall. This opening should be caulked or sealed after the duct is installed. If the home is not equipped with a dryer but an electrical outlet or gas line has been provided for one, then an opening in the floor or wall has also been provided. When purchasing a clothes dryer, refer to the dryer manufacturer's installation instructions for the compatible parts required to vent the dryer exhaust to the outside of the home or perimeter skirting. This exhaust MUST NOT terminate underneath the home. FURNACE ROOF JACK If the home has a gas furnace installed, the roof jack for that furnace may have been PALM HARBOR HOMES, SECTION 8 - 3 shipped loose to comply with transportation height requirements. A warning tag will be attached to the fuel supply line, the furnace and the thermostat if the roof jack was shipped loose. The furnace roof jack and the instructions for the installation of the roof jack are provided in the home. FIREPLACE INSTALLATION If a fireplace is installed in the home, the installation will be complete except for the chimney and perhaps combustion air intake ducts. Some floor plans may require that the hearth extension be installed after setup. WARNING BOTH THE CHIMNEY AND THE COMBUSTION AIR INTAKE DUCTS MUST BE INSTALLED BEFORE THE FIREPLACE CAN BE USED. To install the chimney, remove the protective materials covering the roof opening or flashing. Remove any foreign material from the installed part of the chimney. All parts and instructions necessary for the installation of the chimney section are provided in the home, located either inside the fireplace or with the chimney parts shipped with the home. Read all warnings and caution statements carefully. Refer to the instructions mentioned above for the location of combustion air ducts. If applicable, this duct must be extended to the outside of the home. The combustion air inlet shall not allow material from the hearth to drop beneath the home. Typically, these ducts z c w I U 00 N w u. So a w ZO U a 0— a t— wW . U � O are factory installed, however, all instructions necessary for the installation of the combustion air ductwork are provided in the home, located either inside the fireplace or with the chimney parts shipped with the home. When extension of these ducts is not necessary, make sure to remove any protective coverings installed for shipment (i.e.: tape, caps, etc.), before using the fireplace. OTHER APPLIANCES Other appliance and materials may be shipped loose with the home. The installation and operating instructions for those appliances arc provided in the home, usually with the appliances themselves or in a drawer in the kitchen. Run hot water heater temperature and pressure relief valve overflow pipes and air conditioning condensate lines to the perimeter of the home (through perimeter skirting, if applicable). Do not allow these drains to terminate directly beneath the home. EXTERIOR LIGHT INSTALLATION Some models may be shipped from the factory with lights not installed. If needed, attach mounting plate(s) with machine screws, not sheet metal screws. Attach wires per color code (white to white, black to black, ground to ground) with wire nuts. Make sure that the mounting plate(s), if metal, is (are) grounded by the use of the ground wire. Secure light to the outlet box and caulk to ensure watertight seal. WARNING ON HOMES WITH COMBUSTIBLE EXTERIOR SIDING (HARDBOARD, VINYL, LOG, ETC.), INSURE THAT THE FLASH RING HAS BEEN PROPERLY INSTALLED BETWEEN THE ELECTRICAL BOX AND THE EXTERIOR SIDING INTERIOR TRIM OUT Cut to size and secure the ceiling close -up material. Trim out walls as required with the moldings supplied. (Ask the manufacturer for recommended trim out locations if details arc not provided). Unfinished gypsum may be finished in the field by a contractor licensed to finish raw gypsum; the paint or finish, however, MUST meet the formaldehyde emission requirements set forth in the Federal Standards. CARPETING PALM HARBOR HOMES, SECTION 8 - 4 Use only experienced qualified contractors to install and seam carpet in a Palm I larbor home. Make sure floor is clean and free from all debris prior to installation of carpet pad and carpet. Ensure that carpet "grain" runs in the same direction. Save reasonable size scraps to protect the carpet during move -in. If the carpet of your home has been shipped loose for on -site installation, refer to the CARPET CUT DIAGRAM supplied with the carpet in the home. Follow the suggested carpet layout closely, as any shortage claims as a result of not installing the carpet per this diagram, are not covered by the Palm Ilarbor Home warranty. z I �w UO NO MIL w O g � u.ac w O w U 0- o LLJ U. O w z Pp WATER CONNECTIONS The inlet for the waterline is typically located near the hot water heater. The Federal Standards require that this line be equipped with a master cold water full flow shut off valve installed in an accessible location. This valve is not supplied with the home but must be provided by the installer or homeowner. All field installed water piping must be flushed free of all debris prior to connection to the home's water inlet. If there is water service to both halves, connect the water supply crossover lines as shown in the applicable Detail. METHOD A: - it . - . { - I ztr � t13 4 =� WATER LINES METHOD B: T �, 1 �# �_i I - � �t WATER L'NES-- SECTION 9 - UTILITY CONNECTIONS AND TESTS I-- MARRIAGE LINE T�^ I MARRIAGE LINE APPROVED Fll* CROSSOVER CONNECTOR ICOPPCR. POLYRIITYLENE. ETC 1 DIRECT PIPE CONNECTION ALL NECESSARY PARTS ItNCL. CEMENTS IF APPL I ARE SHIPPED WITH HOME METHOD C: I ACCESS PANEL- PALM HARBOR IIOMES, SECTION 9 - 1 MARRIAGE LINE / r - SHIPPING POSITION INSTALL INSULATION HEI'ORE INSTALLING ACCESS PANEL To ensure that hot and cold lines are not cross - connected, they have been color coded or tagged. If the water crossover connection is not within the insulated floor envelopes, wrap the exposed water lines in insulation and secure with a good pressure sensitive tape or non - abrasive strap, or enclose the exposed portion with an insulated box. If the local water supply exceeds 80 PSI, a pressure reducing valve must be installed. Remove all aerators and open all faucets fully when turning on water for the first time and allow the water to run for several minutes. The home has been tested at the factory, however, check for Teaks at the inlet, appliances and at the fixtures. DAMAGES CAUSED BY WATER LEAKS THAT COULD HAVE BEEN DETECTED DURING THIS IN- SPECTION, ARE NOT COVERED BY YOUR PALM IIARBOR HOMES NEW HOME WARRANTY. If water piping at the inlet is exposed, a heat tape should be installed to prevent freezing. A heat tape receptacle has been provided near the water inlet. When purchasing a heat tape, it must be listed for manufactured home use, and it must be installed per manufacturer's instructions. More information concerning heat tapes can be found in the Utility Systems Section of your Homeowner's Manual. ABS OR PVC DRAIN, WASTE & VENT SYSTEM (DWV) To avoid damage to the DWV system during transportation, selective homes are provided with loose drain plumbing parts which should be assembled on site by the installer. Depending on the factory location, the DWV system is constructed of either ABS or PVC. The DWV fittings must be installed with appropriate primers, cleaners, adhesives, etc. and must be attached to the site sewage system with extra long turn tee -wycs, elbows and other approved materials. Connect the DWV system together (if necessary) with the parts supplied to complete the installation. The required parts and assembly drawings are provided by the factory to provide one 3" discharge. The drain line from the 3" discharge to the sewer system must be installed such that a DRAIN LINE DRAIN _ 411"0C OUTLET MAXIMUM BASEMENT CAVITY I VPIC AL CROSSOVER PIECED SHIPPED LOOSE INSTALL SUPPORT STRAPS TO PROVIDE 114 PER FOOT SLOPE OR AS ALLOWED BY THE FEDERAL STANDARDS MARRIAGE LINE FLOOR CAVITY I TRANSIT CAP TO SITE SEWER CONNECTION 1/4" per foot slope is maintained. This slope may be obtained by securing the pipe to the bottom of the home with non - abrasive straps at maximum four feet on center (provided by the manufactured home installer). Check for leaks at the joints. ELECTRICAL CONNECTIONS Multi Section Cross over: Depending on the model, electrical crossover connections may be at the center of the home, in the 2nd (or next to last) floor joist bay, or a combination of both. Crossover connections are usually accomplished by either plug -in type connectors or the use of junction boxes. Plug -in type connectors (such as AMP) will either be color coded or numbered. Match up the corresponding colors and/or numbers and plug the units together. Make sure they "snap" or lock tight together. Push cables back into floor cavity, secure connectors to joist and install access cover. Junction boxes: Connect the crossover wires in the junction I .. JUNCTION ACCESS PANEL FASTENED TO FRAMING WITH SCREWS BOX - • I I I FIELD INSTALLED CROSSOVER CONNECTOR (LISTED FLEXIBLE ON RIGID CONDUIT) NOT PRO. VIDEO BY THE FACTORY PALM HARBOR HOMES, SECTION 9 - 2 NM CABLE FOR BRANCH CIRCUITS WITH SUFFICIENT LENGTH FOR CROSSOVER COILED INSIDE JOIST RAY I 11S VOL TS ` \ 230 MARRIAGE LINE JUNCTION BOX • VOLTS JUNCTION BOX HOLES IN RIM JOISTS ' FOR WIRING PASSAGE j%1 • NOTE: ANY EXPOSED NM CABLE MUST BE PROTECTED BY CONDUIT & INSTALLED IN ACCORDANCE WITH THE N C. AND LOCAL CODES. I Designation 50 AMP 100 AMP 150 AMP 200 AMP Black, Red U #6 #3 #1/0 #3 /0 White #6 #3 #3 #1/0 Ground #8 #8 #6 #6 Conduit dia. 1" 1 1/2" 1 1/2" 2" .1-Box size 10x10x4 10x10x4 12x12x6 12x12x6 box as follows: 1. The wires to be connected are either color coded, numbered, or of two different sizes. Separate the wires into the proper combination. 2. Strip the wires of each combination and connect the wires per color code (white to white, black to black, ground to ground) with the appropriate size wire nuts. 3. Make sure that the box and/or cover plate(s), if metal, are grounded by the use of the ground wire. Secure junction box cover(s) with machine screws, not sheet metal screws. Electrical bonding is also required between units. See Detail below. The electrical connection to the panel box STEEL OUTRIGGER OR HEADER NEAR MARRIAGF I INF - MANRIACE LING SOLDERLESS LUG I•BEAM /BARE COPPER WIRE COILED UP Al FACTORY. SECURE LOOSE END OF WIRE TO SOLDERLESS l UG ON OPPOSITE sIDF NOTE. A 4 BONDING STRAP MAY BE USED INSTEAD OF COPPER WINL BY AIIACHING THE STRAP 10 11011$ UNI1S WITH 18 A 314 SEI F TAPPING MFTAI SCRFWS ON FACH SIDE. BONDING STRAPS & SCREWS FURNISHED BY MFR. (except for a factory installed pigtail cord) should be made only by a licensed electrician Main Breaker Size(AMP) or by the utility company. The proper size wire is shown in this table. BEFORE ELECTRICAL CONN- ECTIONS TO THE HOME PANEL BOX ARE MADE, SHUT OFF ANY CIRCUIT USED FOR THE ELECTRIC WATER HEATER. DAMAGE MAY BE CAUSED TO THE HEATING ELE- MENTS IN THE WATER HEATER IF THERE IS NO WATER IN THE TANK. PALM HARBOR HOMES, SECTION 9 - 3 After the home has been connected to power, the following tests should be made: 1. Check continuity of circuit conductors and ground conductors. 2. Check the circuitry for proper polarity. 3. A functional /operational test. If the home is not equipped with a thermostat, a decal, sticker or accompanying drawing will identify our recommended location for the device. Do not install the thermostat on an outside wall nor within three feet of the furnace. z Z rt 00 CD (/) w 2 U o w 0 0 c o 0— C � w ui O z GAS SYSTEM graduated in increments of not greater than 1/10 pound. The connection to the gas supply should he made by an authorized representative of the utility company. The gas system has been designed to operate within 1/2 PSIG to 1/4 PSIG. A tag has been attached to the gas inlet indicating the size of the listed gas supply connector to be used. Adhere to all instructions printed on the tag. NOTE: Make sure the orifices of all fuel burning appliances are correct for the type of fuel used. If there is a gas crossover, connect it per the applicable methods shown below. The gas piping system has been tested at the factory, however, before the system is connected, the piping should be tested to ensure no leakage. Before turning on the gas, make certain all gas connections have been made tight, all appliance valves turned off, and all unused or unconnected outlets are capped. After turning on the gas, test the gas piping and the connections to appliances for leakage with soapy water or bubble solution. Light all pilots and test appliance operation. In some localities, utility companies and /or building inspectors may require additional tests as follows: NOTE: Before a test is begun, the temperature of the ambient air and of the piping should be approximately the same. Conduct the test(s) at such a time during the day when air temperatures will remain constant. l.)lsolate all appliances with appliance shut -off valves. Pressure shall be measured with a mercury manometer or slope gauge 2. Pressurize the system to 3 PSI and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10" (but not more than 14 ") water column and applying a bubble solution to all joints. WARNING DO NOT PRESSURIZE THE SYSTEM IN EXCESS OF THE PRESSURES STATED ABOVE. METHOD A: METHOD B: . al.i K t) (i41if C1 ft() Nf' 'N`,U•! I (t1 rntl • PALM HARBOR HOMES, SECTION 9 - 4 1 r Q. ( (,, h'U:1 i { f VA' t {■ilN, iAtt R)': . "411 'AA OIL CONNECTION z For an oil fired furnace, the installer must use 1 only approved materials from the supply to w LI the furnace connection. After the supply line v is connected, check for leakage. Where C) g penetration has been made through the bottom 2w of the home, make sure all holes in the bottom board are sealed tight and made rodent - proof. N 0 wo Oil tanks and listed automatic pumps (oil lifters) installed for gravity flow of oil to N d heating equipment shall be installed so that w the top of the tank is not less than 18" above z the appliance oil control. g w Oil supply tanks affixed to the home shall be located as to require filling and draining from the outside and shall be in a place readily available for inspection. If the fuel supply tank is located in a compartment of the home, the compartment shall be ventilated at the bottom to permit diffusion of vapors and shall be insulated from the structural members of the body. Tanks so installed shall be provided with an outside fill and vent pip and an approved liquid level gauge. A readily accessible approved manual shut -off valve shall be installed at the outlet of an oil supply tank. The valve shall be installed to close against the supply. All oil tanks, except for integrally mounted tanks, shall be equipped with an approved oil filter or strainer located downstream from the tank shut -off valve. The fuel oil filter or strainer shall contain a sump with a drain for the entrapment of water. SECTION 9 - 5 The installation of perimeter skirting between the home and the ground not only enhances the appearance of the home but also may substantially reduce heat loss through the floor. Provisions must be made, however, to allow for the dissipation of moisture which would otherwise enter the home. Damage caused by moisture due to improper grading and/or insufficient ventilation to the underside of the home is not covered by the Palm Harbor Homes New Home Warranty. GROUND VAPOR BARRIER: As stated previously under "Site Preparation" in Section -1, the ground surface under the home must be covered with 4 mil (or thicker) polyethylene or equivalent material to resist ground moisture. The plastic cover must be overlapped at least 12" at all joints, and weighted down, so that it does not blow loose. See also the following details. A) Typical single- or multi - section with recessed entry 0, 1. �4t tiPt. SECTION 10 - SKIRTING & VENTILATION Pp R VA jf 0 B) Typical single- or multi- section with open deck or covered porch /screen room i ; PALM HARBOR HOMES, SECTION 10 - 1 ►C PC 3' f o 1 Notes: I . Unless footers /piers are required to be installed below grade (i.e.: frost line) the vapor barrier may be installed before setting piers. 2. Areas under recessed entries, open porches or screened porches, should be separated from the area underneath the main unit(s) by installing min. 4 mil. vapor barrier as shown, or, by skirting or foundation walls following the exterior walls of the main unit(s). In either case, the vapor barrier is not required under the recessed entry or porch areas. 3. The maximum distance between vents as shown above, is based on 80 square inches of "NET FREE" area for each vent. Do not use overall dimensions of vent for determining the net free area. Insect screens on the ventilation openings can restrict free air area as much as 50 %. For vents with less than 80 square inches of net free area, reduce the distance between the vents accordingly. Example: selected vent has 40 square inches of net free area, then the adjusted distance between vents is: 40sgin x 25ft = 12.5 or 12' -6" 80sgin 4. When ventilated skirting is used (i.e.: skirting with precut holes or slots) make sure the total accumulated free area provides at least one square foot of vent area for every 150 sgfl of floor area (excluding porches /recessed entries). VENTILATION REQUIREMENTS: In addition to the vapor barrier, ventilation of the crawlspace area under the home is also required. To ensure adequate cross ventilation, ventilation openings should be provided in the enclosure on all sides with at least one ventilation opening provided at each corner of the enclosure. When site installed amenities, (such as a raised poured concrete floor for deck or porch) prohibit installation of vent openings, these vents should be relocated elsewhere along that side, or, the vent net free area of the vents to either side of the obstruction adjusted accordingly. Use vents that have provisions for keeping rain from entering the enclosed underside of PALM HARBOR HOMES, SECTION 10 - 2 the home. Louvered vents or vents with a hood or a shroud will perform this function. ACCESS: An access door allowing admittance to the underside of the home should be provided for maintenance and repair. When installed, the door should measure at least four (4) square feet and have a least dimension of not smaller than 18 inches. If this door is screened, it may qualify in the ventilation requirement but ensure that the door has louvers or some other provision for keeping rain from entering the enclosed underside of the home. Local jurisdictions may have additional requirements. APPLIANCE EXHAUSTS & DRAINS: The clothes dryer exhaust vent MUST NOT BE ALLOWED to terminate underneath the home. Federal Standards require the vent to be exhausted outside the perimeter enclosure. Hot water heater temperature and pressure relief valve overflow drains and air conditioning condensate lines must also terminate outside the perimeter enclosure. Read the instructions on the installation of all appliances, including wood burning fireplaces and fuel burning sealed combustion water heaters and furnaces (if applicable) prior to the installation of perimeter skirting for the proper venting, access and /or draining of those appliances. PALM HARBOR HOMES, INC. ACCEPTS NO LIABILITY FOR DAMAGES CAUSED BY OR AS RESULT OF IMPROPER VAPOR BARRIER AND /OR CRAW'VL SPACE VENTING. SECTION 11 - MISCELLANEOUS AND FINAL INSPECTION AWNING, CARPORTS, PORCHES, UTILITY ROOMS, ETC. Additional structures such as awnings, carports, patio covers or attachments to a Palm Harbor home have not been taken into consideration nor calculated into the design for roof or wind loads. Any additions made to the home must be self- supporting and shall not interfere with exterior weatherproofing (i.e. shingles, flashing, gutters, siding). CLEARANCES If there are any low- hanging trees or bushes adjacent to your home which could damage the exterior or the roof of the home, they should be trimmed or cut accordingly. Future growth of these bushes or trees should CONSEQUENCES OF INCORRECT SETUP be considered in connection with their possible movement during wind conditions or under snow or ice loads. FINAL INSPECTION After the home has been completely set up, a final inspection should be made to ensure that no items have been overlooked which could cause a service problem. For your convienience, a typical "Final Inspection Check List" has been provided at the end of this section. Palm Harbor recommends that after approximately 60 days, recheck pier supports for settling and readjust as needed. Annual releveling may be required. INCORRECT SITE PREPARATION, BLOCKING, LEVELING AND CONNECTION OF TI 1E SECTIONS OR UTILITIES, COULD RESULT IN ONE OR MORE OF THE FOLLOWING: a Loosening of trim pieces, molding, walls, wall panels and ceiling panels • Cracks in drywall ceiling and wall panels • Excessive deflections in floor, ceiling and roof • Poor waste line drainage due to reverse slope • Damage to chassis and transportation system • Buckling, bowing or loosening of exterior siding, trim, soffits, etc. • Cold spots due to voids in insulation PALM HARBOR HOMES, SECTION 11 - 1 • Electrical malfunction due to damage to wiring • Damage to plumbing fixtures, pipes, connections and associated cabinetry • Leaks at doors and windows due to separation of weatherstripping or lack of caulking • Improper operation of doors and windows because of incorrect leveling or blocking • Roof leaks at caps, vents, and other exterior roof penetrations due to improper closeup • Rodent infiltration and loss of insulation due to torn bottom board • Damage to mechanical equipment and its connections • Damage or weakening of structural members • Floor humps, decking seams and tearing of linoleum or carpeting • Failing of structural members when loading occurs The list above depicts only a few problems associated with improper home installation; other problems could occur. PALM HARBOR HOMES, INC. ACCEPTS NO LIABILITY FOR DAMAGES CAUSED BY OR AS RESULT OF IMPROPER SETUP OR UTILITY CONNECTIONS. PALM HARBOR HOMES, SECTION 11 - 2 HIGH WIND PROTECTION FOR WINDOWS AND DOORS The protective covers described below, are intended for installation immediately prior to a severe wind storm or hurricane and are not permanently installed. The parts needed for the assembly have not been provided. Should you need additional information, you may obtain the APA publication: "Hurricane shutter design - Shutters for wood frame buildings" from American Plywood Association P.O.Box 1 1700 Tacoma, Wa 98411-0700 EXTENSION FRAMING` 113 OR STUD GRADE SPF 2X3 OR 2X4 30 APPROX. WIND /ONES II 6 III WINO /ONES II WINO /ONES III WINDOW EXTENSION PANEL FASTENING TO EXTENSION FASTENING TO WALL TRM FASTENING TO WALL FRM WIDTH FRAMING THICKNESS NAILS SPACING 16d NAILS 1813 SCREWS 16d NAILS 1813 SCREWS 213 10 7/16, 1/2 12d 6' 0 C 8" 0 C 22" 0 C 6" 0 C 16' 0 C. UP TO 48' 213 23/32, 3/4 12d 6" 0 C 8" 0 C 2?' 0 C. 4 1/2' 0 C 12" 0 C UP TO 72" 2 IN 7/16, 1/2 12d 4' 0 S' 0C 14" 0 3' 0C 8' 0C 111 213 PERIMETER EXTENSION WITH 214 STUDDING 16' OC ISEE NOTE 61 • CUT IF DESIRED SECURE OSB OR PLYWOOD TO STUDDING WITH 12d NAILS 6" o /c. 2X4 12 SPF STUDDING, REQUIRED WHEN PLYWOOD OR OS13 USED, IS 1/2" OR LESS IN THICKNESS. Notes: 1.'I'he fasteners used to fasten extension framing to wall, must hit the framing to be effective. 2. Fasten extension framing to wall with 16d double headed nails or 118x3" screws toe nailed /screwed, per the table above. 3. Fasten assembled panel(s) to extension framing with I 2d nails per table 4. Fasten extension framing together with (2) 16d nails at each connection. 5. Use only "common" nails. 6. Design based on American Plywood Association design considerations (see also above). 7, After the storm, remove shutters and patch or caulk nail holes with suitable caulk. PALM HARBOR HOMES, SECTION 11 - 3 CO 10 w LU W 0 w z W Dp W L -0 w 0 z APPROVAL PALM HARBOR HOMES, INC. 15301 Dallas Parkway. Suite 800, Dallas. Texas 75248 . �� t 7 TITLE i • " DATE 1/20/99 HOW TO READ COLUMN wlt sty .,� � 18 R 1 A SUPPORT CHART -2x4 EZ'�'' - PACE NO. 360 0 PIERBLOCKDETAILS.D W G H0 t:r' t L '. . �� t 7 • • �•.. �'� i`7 •w`7 i • TT ' 1 61� 1r'.1! • 1 �AdcET I-il(!I ..? 7: f1'IT7 wlt sty .,� � 18 . 1' �1' J 1 A -2x4 EZ'�'' 360 0 1 1 3 ____ Fl 3 A A ,, . r 3-2x3 jr � y � 1 1121 1311 1 0 1 1 3 2341 Y 1 3 3 8 t- 2x3 996 ® 1779 N 1 7' - 11' A 3-b4 r II Jr1 3568 802 0 __ __ 16 El S a 2x3 F1 3-b3 2181 3893 r 701 0 20' -5' 16 A — 2x3. � Q1 1969 Y 443 F1 1 11 -11 16 5 B E©�zI 7 0 F -2x4 1969 �r244411 =;:u T� 2 1 3 ]�.�� 16 4 -2x3 E 1 1345 1921 0 Ni t 3 �.. 16 f i' - Y 1 2x4 -2x 1347 1924 2406 C/ 133 0 i 1 3 CAD -RU COLUMN NUMBER REFERENCED ON COLUMN CHART. ROOF LOAD SHOWS COLUMN SUPPORT REQUIREMENT. CONSULT THE RETAILER OR FACTORY TO DETERMINE THE HOME HAS A fl20, fl30 OR X40 ROOF LOAD. ADD TOGETHER SYMBOLS AS SEEN ON ENGINEERED DRAWING FROM FACTORY COLUMN ORIENTATION TYPE FACTORY USE ONLY 0 COLUMN • - TRUSS REDUCTION VERSION 8 WINO ZONE 1 UDED MARRIAGE WALL HEIGHT: UMM: USE ROOF LOAD TABLE ONLY. ALL OTHER INFORMATION IS FOR FACTORY USE. HOW TO USE COLUMN CHART: AS SEEN ABOVE COLUMN A/5 AND 8/5 ARE AT THE SAME LOCATION, THEREFORE GOING TO THE COLUMN CHART AND LOOKING AT A X30 ROOF LOAD YOU WOULD ADD TOGETHER 1969 +1969 =3938 POUNDS AT THAT LQCATION. BLOCK ACCORDINGLY. COLUMN A/6 HOWEVER IS LOCATED ONLY ON ONE HALF, THEREFORE FOR A j30 ROOF LOAD 1921 POUNDS IS THE TOTAL COLUMN LOAD. APPROVAL PALM HARBOR HOMES, INC. 15301 Dallas Parkway. Suite 800. Dallas, Texas 75248 TITLE: FOOTER CONFIGURATIONS USING 16x16x4 PADS ON 1000 SOIL CAPACITY DATE: 1/20/99 REVISED. 3/23/99 PAGE NO. PIER8LOCKDETAILS.DWG CAD -R12 UP TO 1490 PSF SINGLE 16x16x4 FOOTER UP TO 4892 PSF TRIPLE 16x16x4 FOOTER 256 SO.IN. CONCRETE BLOCIK PERPENDICULAR TO FOOTING JOINT UP TO 9724 PSF CONCRETE BLOCK PERPENDICULAR TO FOOTING JOINT 44 %* 768 SQ.IN. 401 NOTE: 1) REFERENCE PALM HARBOR INSTALLATION MANUAL SECTION 2- FOOTERS AND PIERS FOR ADDITIONAL SUPPORT BLOCKING INFORMATION. 2) SEE ENGINEER PRINT FOR COLUMN LOCATION AND COLUMN SUPPORT BEARRING LOAD CHART TO DETERMINE PAD TYPE AND CONFIGURATION. UP 1u 3266 PSF CONCRETE BLOCK PERPENDICULAR TO FOO JOINT DOUBLE 16x16x4 FOOTER 768 SQ.IN. UP TO 6532 PSF GREATER THAN 8940 PSF 1000 SOIL CAPACITY (PSF) 512 SO.IN. REFERENCE PALM HARBOR INSTALLATION MANUAL FOR ALTERNATIVE PAD REQUIRMENTS OR POURED FOOTING REQUIREMENTS PERIriE TER PIERS WHEN REQUIRED A PPROVAL: 2 -y4 REBAR AT APPROX MID POINT TYP COLUMN PIER 10 .. w MAX z -_J TURN GOWN : FOOTER NOT REO'D WITH NON -LOAD BEARING CUR TAN WALL. r r r _ttt� r - - -1 mAirl 1 BF4,w ANf} PEFIME rE • • L 12J MIN. MIN co BOTTOM OF FOOTER(S) 2-ROWS w/3 EA J4REBAR To 8E AT OR BELOW 2 _ -2Y4_ FROM TOP AND FROST DEPTH BOTTOM FOOTERS AT CENTER LINE COLUMN LOCATION(S) DIM "8' APPROVED PFS C•orpoiatlon Madison, WI - 1 JUN O.4 V87 u: tn Ulnn..4arttlrA(1 NOMA TITLE: —MAIN I- EEA),I PIERS • . • • • • SLAB AND RIBBON FOOTERS I CCNI :PE tE I, MIN 2500 PS,1 .:GL4PPESSIVE STRENGTH a r 23 OA !S 2 PrEP CONS TO BE IN ACCOPOANCE WITH THE PALM NaPBCR INsrALLAr10N MANUAL. 3 MAx.MUM SPACING FOR I -BEA' PIERS CNLY. IS 8' -0 0 C. •MTH PERIMEtER PIERS I -BEAM SPACING MAY BE AT 10 -0 0 C 3 MINIMUM SOIL BEARING IS 1000 PSF 40 PSF MAX ROOF LOA 5 ANCHORS FOR TIE DOwNS (WHEN REQUIRED) SHOULD BE POUR INSTALL ED BEFORE CONCRETE IS 6. SLABS) BETWEEN FOOTERS IS (ARE) OPTIONAL. FOR COLUMN LOADS IN EXCESS OF 4400 LBS. THICKENING OF THE SLAB IS REQUIRED. DIMENSION 8 SHOWN. IS BOTH LENGTH AND w1DTH. UP TO 8000 LBS: ON - 8" = 34 Ow 'A" = 6 UP 10 12250 IBS: DIM ' B - 42 DIM - A' y 8 DIME ► SIONS ARE IN INCHES CALC. REF.: ?�l.lOt.ot $.02 PALM HARBOR HOMES, INC. 15303 Dallas Parkway. Suite 800. Dallas. Texas 75248 DATE: REVISED: n.. rt ..n 3/21/97 PERI,ME TER PIERS :•rHEN RE OUIREO 2 - N 4 RE8AR A T APPROx } z TURN OowN FOOTER NOT REO'D NATH NON -LOAD BE ARING CURTAIN 12 - NALL. MtN. FR 2 -ROWS w/3 EA ;I BOTTOM OF FOOT „(�) TO BE AT OR BELOw 2 -214 - FROM TOP ANO FROST DEPTH BOTTOM. AP•PROVAC. TYP COLUMN PIER POINT • • • • • • MAX - - i APPROVED PFS Corporation Madison. WI - 1 JUN 0 4.1997 HUD Manufactured Home Construction & Safety Standard MAIN r FIE A P E i / � --I6 MIN FOOTERS A T CENTER LINE COLUMN LOC A TION(SI • • • DIM B mLE: �•c? G Tpuc TICr, TO 9E ALCCPOAr,CE 'on (0-4 PALt,, Ha P 3i ir 7 tr■srALLAnciv uar,UAL 3 t.IAXl►.,uI SPACING ECR I -BE VAIN 1-BEAM PIERS PEPS Cr,L Y. IS 8 -0 O C '4T-4 PEP1mETER PIERS I -©EAU SPACING u.-i of AT s0 - C 1 ►.IINIMUM SOIL BEARING IS c = 500 PSF SOIL MUST BE STABLE NOT CONSISTING OF PEAT , CRC NIC CLAYS . CR UNCOUPACTEC ILL F CR UNSTABLE SOILS . SLR As THESE . SPECIAL ANALYSIS IS REQUIRED. 5. ANCHORS FOR TI` CQw? S (wrEN REQUIRED) SHOULD EE INSTALLED BEFORE CONCRETE IS POUPE0 S. SLA9(S) BETWEEN FOOTERS IS (ARE) OPTIGNAL. SLAB AND RIBBON FOOTERS MIN 500 PSF SOIL r MI;, : PSI S'RE`,C” A T U 7, SOUTH ROOF LOAD ZONE ONLY. (20 PSFI FOP. COLUMN 10.405 IN EXCESS OF 2664 LBS, THICKENING OF THE S.AB IS REOUIREO. DIMENSION '8' SHOWN. IS BOTH LENGTH AND WIDTH UP TO 5570 ' 85: Ow '9' - 40 011.1 'A" _ 6 UP TO 9400 WS: = 52 011.1 - A - = F3 OIMENSIONS ARE IN INCHES .e "•I �L R C'• c G r∎ 'C Ssi LC. REF : .102.01 be .02 PALM HARBO HOMES, INC. 15303 Dallas Parkway. Suite 800. Dallas, Texas 75248 Cr: PACE NO. 3/2a/9 APPROVED Corporation PFS d so WI M - 1 MAY 2 5 1995 HUD Manufactured Nome Construction & Safety Standard PALM HARBOR HOMES. Inc. . MILLERSBURG, OREGON RECOMMENDED TIEDOWN METHOD FOR ZONE t UNITS - DATE: MAY 5, 1995 REVISED: PAGE: PA20 - IM - 2.0 Frc.n . 21 S)22 -7;S? PALM HARBOR - PLANT #20; MILLERSBURG, OREGON ADDENDUM TO SET -UP MANUAL THE FOLLOWING METHOD OF TIEDOWN IS RECOMMENDED FOR PALM HARBOR MULTI - SECTION UNITS LOCATED IN WIND ZONE 1: NOTES: H / _40- 50 DEG. ,( T i SEE NOTE 1 I 1 1 SEE NOTE 1 .. - .ay.24.:9?5 04: P11 U11 I I III ' '' : Q N3. F U Er4: C7G°_571 sivi As 2) MAXIMUM HEIGHT OF UNIT FLOOR FROM HEAD OF ANCHOR SHOULD NOT EXCEED 26" FOR THIS METHOD. 4) ALL STRAPS, ANCHORS. AND ACCOMPANYING DEVICES USED MUST BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 LBS. "Olin II it 10 1) ALONG OUTSIDE I -BEAMS - DIAGONAL TIE & ANCHOR SHOULD START AT NO MORE THAN TWO (2) FEET FROM EACH END OF HOME AND 16 FT. THEREAFTER. 3) THIS METHOD APPLIES TO MODULE WIDTH OF 162" , I-BEAM SPACING OF 89 -1/2", AND WALL HEIGHT = 90". ROOF PITCH IS LESS THAN 20 DEG. 5) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVER- TURNING AND SLIDING FORCES. Pal "'O1AL Madison. W I. y HAY 0 6 936 HUD Manufactured Home Construction & Safet Standard PALM HARBOR HOMES, INC. 15301 Dallas Parkwa . Suite 800. Dallas. Texas 75248 TITLE: WIND ZONE I DATE 3/18/96 REv 4/18/96 BASEMENT ACCESS DETAIL PAGE Na PA- 20 -FL -5 S 04/18/96 TRU 10:51 FAX 1 503 926 4835 PALM HARBOR I 11 Ill FLOOR INSERTS SEE NOTE 7 If I TYPICAL COLUMN 7 SUPPORT • NOTICE = NonL MARRIAGE UNE OM. JOIST TYPICAL PARTITION SCE NOTE 2 1 WA RRIAC.E t*Ir 1 3-WAY SWITCH -- --OPEN SPAN AREA PALM HARBOR HOMES DOES NOT WARRANT ITEMS 114AT ARE INSTALLED IN FEW BY OTHERS .LE. (STAJRCASE INSTALLATJON. STE INSTALLED ELECTRICAL SWITCHES AND REC PTS. BIISEDENT CESG14 AND SET -UP). THESE ITEMS ARE TO BE "(STALLED IN ACCORDANCE TO THE LOCAL JURISDICTION. OR AS DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER R TO J -BOX IN FLOOR SEE NOTE 6 1 2 MAX TYPICAL FLOOR FRAMING TYPICAL COLUMN SUPPORT NOTE: 1) UARRIAGE UNE PERIMETER JOIST AND ROOR DECIONC TO BE CUT_ IN FIELD FOR 6ASELE.NT ACCESS. 2) APPLICATION LAY K LOCATED WAIMERE ALONG MARRIAGE UNE AND OESCNED NOT TO IMPOSE ON LDN. REQUIRED FIRE DOT PATHS J) ALL FASTENING PER SECTION `FS" 4) BASEMENT DOORWAY MAY BE LOCATED AT ENO AS SHOW4 OR LOCATED AT SIDE NOT WPAIRING ITS FUNCTION. 3) J-DOX TO BE LOCATED IN FLOOR FOR FIELD INSTALLED SMITCH FOR BASEMENT LJCNT. 6j FLOOR INSERT TO BE INSTALLED w/ maw LAOS (2) AT EACH ENO AND (1) IN EACH HAY ON EACH STOE. 7) A DOPY OF THIS DRANK TO BE INCLUOEO IN 1K SET -UP MANUAL N/A A CALC. REF.: fj00s '' • SEP -25 -1996 16:57 FRS.. t PFS CORP. Umizsimo ruri J.J:La e'n& L a4L U25 4tsao APPR .�.i " hut) Manufactured Home Construction & Safety Standard ?ALA HAIWOK TO Pf-f 1 P.05 1Q 004 BATT WSTJ1A104 SEE NOTE 3 MAX MO tR 2112 SO. ft OPENING roll mail MCP SEC MOTE WA CAME M f■CGo CC++OtAT. TLT OThERs viEATIOTI PROOF rACZGRT INSTILLED SECTION VIEW SI MOTE 2 0@l TRUSS 'ma wasula/ - 7,mommis po r , ,I ``�, I TOP VIEW Mu MU TO STILTON (FAO tUTT INSTALLtO) Isl \- 1'5 • wax FIN ishc [LL 24' MAX RS? 24 CLC NOTE: DROP 1) N K T E H CUT at N M D OECD AND SITMLED OVER FCR 1UTU E UNT f STa4 ATOM 2) Kam allo SCAM PER OAIi& Flip RV -20. 3) 114SU1ATE OW G MITT WiN MIT MSUATi "t RETIOYC TMDl USTAWNC UNIT • 4) Si1EATH MOE 61114 MM. 1/r cos ALL (0) Serfs roil FTRE91cP, 5) 1RU PROMO COOKER DROP Sit IN FACT T. TRW IS TO BE REMOVED txl' STE 1s11133 •1LMT IS TO BE MULLED. H3:XJNO TEMP NAT BE coNTINtAUS 1MUHOUT SEMIS IN 145 ARFA tillli naS APPLLCATlwl 6) ALL r SlPAUi PEA SfJCTIO Is NC" ANO v5' or THE •OAP%ti, 7) A =PT OF TINTS OEM. TO EE DTCIUOED IN 'ME INSTALLA1MON NAVAL •) AU. AoO X Al a:34 0400s tam KR COMER WALLOON SHALL BE PoSTALIEO PER ITS IrAIG. • BOTTOM VIEW T` ick aocJF TECKNC Ate SOWS, STE wR I T112A AROUND CoEI.R MOP SITE FCR FUTURE LOCAIKP( l ME NOTE 5 • • • CALL. REF.: N/A PALM HARBOR • HOMES, INC.' 15301 Dallas Parkway. Suite SOD, Dallas, Tetras 75248 lrnE: r AWM • 3/22/96 WIND ZONE I 9/24/96 COOLER DROP DETAIL PACE /O. : PA- 20 -RC•1Q 4__ Y ADOROVAt • PFS Corporation Madison, WI - FEB 2 4 1998 HUD Manufactured Home Construction & Safety Standard TYPICAL COLUMN CONFIGURATIONS SEE NOTE 2 SEE NOTE 2 MARRIAGE LINE SEE NOTE 2 NOTE: 1) MIN. #8x4" WOOD SCREWS ® 16" O.C. EITHER FASTENING • LOCATION AS SHOWN IS ACCEPTABLE. 2) IF POST IS CONSTRUCTED FROM 2x4 OR GREATER USE TOE SCREW LOCATION. • - MARRIAGE LINE MARRIAGE LINE ovo cci cu.-. r . tW VYy CALC. REF.: PALM HARBOR HOMES, INC. 15301 Callas Parkway. Suite 800. Dalian. Texan 75248 nr• DATE "OPTIONAL" 2/12/98 r--- MARRIAGE LINE CLOSE -UP APPLICATION R£V1S£Q PAOt NC. PA- 20 -IM•4 TOTAL P.03 1 hiadris : 311. W; • 1 Q 1QR liAR 01 • QQ5 HUD Manufactured Home Construction & . Safety Standard PALM HARBOR HOMES, INC. 15301 Dallas Parkway. Suite 800. Dallas. Texas 75248 TITLE WIND ZONE 1 JOINING - OF HALVES AT RIDGE SEAM FOR TRIPLE WIDE WITH CENTER FUDGE OATS 2/21/96 REV SEo- V ALE Na PA- 20 -IM -3 • 02/21/96 WED 14:35 FAX 1 503 926 4835 CAUTION ►d'4R POSTOR THE .Mot OIttCILY UMO[R The Awe haCAAI MTNOUT USING STCEI CiWwtli TO pSTR*UTt THE 1.W % AS WS CRtlff.MC CAS OCCUR. *ALAI HAM HOWt3 Amp ITS SLesawCS IS NOT LAKE MR TO THE OmeACC O DUUE TO union* E* ,iA (.�. .oe l--t rs.ir .•1 -R/1 ROOF SHEATHING PALM HARBOR "RECOMMENDECI SET CENTER SECTION FIRST Ammeeel or rtoOR rASTel AT FWR...I4W TO ROOT WITH THE FOLLOWING EXCEPTIONS. FOLLOW THE PALM HARBOR INSTALLATION MANUAL FOR MULTI — SECTION HOMES. NOTE; 1) ALL SECTIONS ARE 13' --6 WIDE AND REQUIRE PIER SPACING UNDER THE I —BEAMS PER THE 14' WIDE COLUMN IN TABLE ONE. THE CENTER SECTION REQUIRES NO FRAME TIES, THE OUTSIDE I —BEAM OF EACH OUTER SECTION REQUIRE FRAME TIES PER THE 28' WIDE REQUIREMENTS IN TABLE 3. 2) REFER TO TYPICAL DETAILS AND /OR ADOENOUMS FOR LAG SPACING REQUIREMENTS. 3) 'OPTIONAL" 3/8x6' LAG SCREWS IN ADDITION TO LAGS AT TOP COUNTER SINK INTO GYPSUM — PILOT HOLES REQUIRED AND TO BE FIELD DRILLED. 4) FOR THE STATE OF OREGON, HOMES MAY BE SET PER THE OREGON MANUFACTURED DWELLING STANDARDS. RIDGE BEAM RIDGE BEAM 3 /8x6" LAG SCREW WITH MIN. 1 1/2" PENETRATION INTO OPPOSITE RIDGE BEAM CLG. GYPSUM SEE NOTE 3 ?j 003 MadI5Ut1, W - t SAO `- HUD Manufactured Home Construction & Safety Standard PALM HARBOR HOMES, INC 15301 Gallas Parkway. Suite 800. Gallas. Texas 75248 TITLE: SHINGLE APPLICATION AT MARRIAGE LINE FOR TRIPLE WIDES °ATE: 2/15/96 REVISED% PAGE NO PA- 29.WP -4 02/21/98 WED 14:36 FAX 1 503 928 4835 i 30/ FELT PAPER INSTALLED ON 9TE (NOTE 4) Aft!!f+ 'rat+ CENTER SECTIOtN CC /!nom- . n.7, �nn MIN 6" OVERLAP OF UNDERLAYMENT (NOTE 2) FACTORY INSTALLED SHISICLES (NOTE I) PALM HARBOR ROOF CONSTRUCTION PER SECTION RC AND OTHERS RIDGE BEAM FACTORY INSTALLED SHINGLES ROOF SHEATIaNG OUTER SECTION NOTE 1) TO ALLOW FOR PROPER ON SITE INSTALLATION Of THE SHINGLES OVER THE MATING UNE. THE LAST COURSE ON THE OUTER SECTION MAY BE SHIPPED LOOSE. THE FIRST COURSE OF SHINGLES ON THE CENTER SECTION IS SECURED APPROX. 2' ABOVE THE TAR TAB. PROPER SECUREMENT OCCURS WHEN LAST COURSE OF ON SITE INSTALLED 9.4NGLES IS SECURED IN PLACE. NUMBER AND LOCATION OF FASTENERS PER SHINGLE MANUFACTURERS INSTRUCTION. 2) THE FACTORY INSTALLED UNDERLAYMENT AND /OR OUTER SECTIONS IS WRAPPED OVER EDGE OF ROOF FOR TRANSPORTATION. UNDERLAYMENT MUST OVERLAP A MIN. OF 6' TO OPPOSITE SECTION. SEAL LAYERS 'TOGETHER VATH A 3" MIN. STRIP OF ASPHALT ROOFING CEMENT. 3) NUMBER OF ON SITE INSTALLED SHING COURSES MAY 8E MORE THAN A SINGLE COURSE. 4) ONCE UNDERLAYMENT IS SECURED. A LAYER OF MIN. 10" 30j FELT PAPER TO BE INSTALLED PRIOR TO SHINGLE INSTALLATION. 5) A COPY OF THIS PAGE TO BE INCLUDED IN THE SET —UP MANUAL I�j 0O4 °ROv"` Madi� N G q 2 4 1998 AUG 1998 HUD tvfanufa0avi Home Constn,ction & S Stanriard PALM HARBOR HOMES, INC. 15303 DALLAS PARKWAY. DALLAS. TX 75248 • A/C Refrigerant Lines Connection through HVAC Duct OATS: 8/11 98 `+s PAGE NO. 111 —s J AUG. 19. 1998 3:47PM cad- -.12 PALM HARBOR HOMES 972 991 5949 f10.5975 P. 2/5 knock -out, inside Furnace housing t Fuma Seal all penetrations at furnace and Ducts with foam or mastic. Refrigerant carrying NC Lines Notes: 1. This detail applies where the furnace is located directly above the main duct or plenum and the knock -out in the furnace housing is within the bounderies of the duct/plenum. Orientation of furnace front as shown or in line with outer edge of duct. 2. All penetrations through the duct and the furnace housing knock -out, must be sealed to prevent leakage. Duct tape (metallic or cloth) may not be used, unless covered with mastic. 3. Refrigerant carrying A/C lines, when located Inside duct, must comply with 1107.3 of the Standard Mechanical Code, 1994 edition (Copper lines will meet this Standard) 4. Polymeric tube insulation(e.g. Halstead CT -98) cu.c. REF.: need not be removed. Typ. Floor duct or Plenum APPROVAL: APPROVED PFS Urpoaticit Nadi;, n. . .VI I 4 JUL 0 2 1997 HUD Mar_ a: ...i dome • PALM HARBOR HOMES, INC. Parkw 15303 00110ay, Suite 800, Dallas, Texas 75248 111EE: �.- - INSTALLATION METER BASE DATE: 3/1 X96 R SIZE COPER GROUNDING PAGE N0. I M — 4. 1 JUL. 1. 1997 4 :13PM P f " HARBOR HOMES 972 991 5949 NO. 5732 P. 4/4 COG -A2 EGUIPNENT GFICIPONG BUS BAR CAGUICO16 COOL CTCR BOOED TO roux B6K.ENEELIES MAX EIBLISIC TO TO Mk BUS BAR (All. MR WO Alt AIISOURELY ESSENTIAL) G OUle TO ELUUPIE T GRCIPONG BUS BAR II1STALLED AT'AVOW di BY ODORS NEUTRAL Bus BAA NEUTRAL BM MK DC TIC PAPA]. BOX SHALL NOT K MOUNDED MAIM BREAKER REOPRED REDO COOUCTORS Sa,E ,y Standard 1ETEA MY UTEITY CCIYPANY DISCOINECT () INSTALLED AT FACTORY rACTORY NSTAUED COMOIAT 91fD PER TALE SOME ENTRANCE CAM MIST EC INSTALLED N =MUTT ai BE MIMED PER REO.I tI EISTS OF THE NATIONAL ELECTRON. CC M. DC CCKXI1T NAY K A METAL RACEWAY a4 BCD NON • - WETAUIC 001Wi. IIEBIALSE caamuE D6TM1JD AT 'ACTM UEMIBASE 0iUNO fAC11 DoScONNECT SERVICE ENTRY BY 011CRS PER 1K NATIONAL =RI= COOS AND UTILITY COIOANY REOURELENTS, COGENT 92ED PER TAIL( EIE].QI, E ECT1DCAL SYST01 GR URO COIXICTOR BY ODIERS CRUM aAQPD R00 PER STRIPMT H. MIIat 250 OF TIC MATfaul. ELECTi lc.1 CODE ATO UTUTY COYPARY REOUrEMENTS STOW MEM I CALC REF.: CHART 'A' CHART '1' ILA41 SZE CODUCTCRS SIZE COPER GROUNDING BEEiIKtA cocum3 MOT • Ntr. E1ZCTR00E GONOUCTOR 100 MP 1 1/2 N0. -11 110.-3 NO.-I 200 AMP 1 NO.-8 N0. -3o11 NO.-4 BASED a NEC RAMC COPPER COCUCICX two re4- itW- TEHE- two -nno -mint BASED a NEC foal 256-44 JUL. 1. 1997 4 :13PM P f " HARBOR HOMES 972 991 5949 NO. 5732 P. 4/4 COG -A2 EGUIPNENT GFICIPONG BUS BAR CAGUICO16 COOL CTCR BOOED TO roux B6K.ENEELIES MAX EIBLISIC TO TO Mk BUS BAR (All. MR WO Alt AIISOURELY ESSENTIAL) G OUle TO ELUUPIE T GRCIPONG BUS BAR II1STALLED AT'AVOW di BY ODORS NEUTRAL Bus BAA NEUTRAL BM MK DC TIC PAPA]. BOX SHALL NOT K MOUNDED MAIM BREAKER REOPRED REDO COOUCTORS Sa,E ,y Standard 1ETEA MY UTEITY CCIYPANY DISCOINECT () INSTALLED AT FACTORY rACTORY NSTAUED COMOIAT 91fD PER TALE SOME ENTRANCE CAM MIST EC INSTALLED N =MUTT ai BE MIMED PER REO.I tI EISTS OF THE NATIONAL ELECTRON. CC M. DC CCKXI1T NAY K A METAL RACEWAY a4 BCD NON • - WETAUIC 001Wi. IIEBIALSE caamuE D6TM1JD AT 'ACTM UEMIBASE 0iUNO fAC11 DoScONNECT SERVICE ENTRY BY 011CRS PER 1K NATIONAL =RI= COOS AND UTILITY COIOANY REOURELENTS, COGENT 92ED PER TAIL( EIE].QI, E ECT1DCAL SYST01 GR URO COIXICTOR BY ODIERS CRUM aAQPD R00 PER STRIPMT H. MIIat 250 OF TIC MATfaul. ELECTi lc.1 CODE ATO UTUTY COYPARY REOUrEMENTS STOW MEM I CALC REF.: JUL. 1 . 199 "1 4: I j ?M APPROVAL: cod -A 2 MAIN PANEL ENCLOSURE APPROVED PFS Corcora5oTI MadI3w , WI - 4 JUL 0 21997 HUD Mar.:J''c :•.:'-C :ice Sa`e y SlaTdat 1 HAKdUR HOMES 9'!l 991 5949 SIDETWALL UETER ENCLOSURE CONOUT SECURED TO BOTTOM OF HOA.E GROUNDING ELECTRODE CRCUND ROD UNDERGROUND SERVICE CONTMUOUS FROM POLE MU: METER ENCLOSURE MAY BE INSTALLED ON MULL � N10 METER BASE WITH MAN PANEL BOX INSTALLATION AT FACTLRY OR IN FRE1D BY OTHERS KIES 1. A RED WARNING LABEL. IS TO BE MOUNTED 04 OR ADJACENT TO THE SERIICE EQUPMENT !W101 STATES - MARIMNQ CO NOT PROVIDE ELECTRICAL POMER 104111. fl GROUNDING ELECTRODE IS INSTALLED AND CONNNECIEf. T. THE METER BAST: EQUIPMENT IS HOT TO BE USED TO SUPPORT THE CONDUIT, STRAPS SHALL BE INSTALLED TO SUPPORT TIE CONDUIT. .1 EXTERIOR EOUPUENT AND ENCLOSURES 9IAU. BE USTED AS ML:ATHEAPROOF. ENTRANCE CONDUCTORS SHALL BE USTED AS SLATAB.E FOR USE IN MET LOCATIONS 4. THE OR(UNDING BAR MAY BE NSTALLLD SEPARATE FROM THE NEUTRAL BAR FOR TESTING OF TILE ELECTRICAL SYSTEM. 5. THE GROUNDING BAR MAY BE ISOLATED DURING THE ELECTRICAL QICOC AND REATTACHED. AFTER THE TESTS ARE CGFLETED. 6. CHECK WITH LOCAL ELECTRICAL UTLUTY COMPANY TO WRFY METER BASE REQUIREMENTS AND ANY LOCAL CODE REQUIRDrENTS REC RDNC L.00ATICHS AND DISTANCES FOR MAN PANEL AND METER BOX • 7. FIELD INSTALLED METER BASE ENCLOSURE INSTALLED IN ACCORDANCE WITH 11S LISTING FASTEN SECURELY TO EXTERIOR WALL STUDS. PROVIDE MATNER1IQIT SEAL TO PROTECT HOMES COMPONENTS & AU. F10D WAX TO BE ACCOMPLl91E'D BY A LICENSED ELECTRICAN. OR SUCH PERSONNEL AS APPROVED BY LOCAL JURISUIC11014. 9. METER TYPE. BRAND MANE AND SPECIFICATIONS SUPPUQ) BY DEALER. BASED ON LOCAL UTIUTY REQUIREMENTS. TO. METER BASE LOCATION IN ACCORDANCE MiTN LOCAL CCOE. DEALER TO PROVIDE UAMaJFACTURER WIN LOCATION. INSTALLATION METER BASE NO. 5732 P. 3/4 vommear CALC. REF: PALM HARBOR HOMES, INC. 15303 Dallas Parkway, Suite 800, Dallas, Texas 75248 DAIS: RED: ANNIMININIMMIL 3/1/96 PAM NQ. I M — 4 JLr1 -2S - 1.999 1.i :48 PPS, r P » sPUC£ rat 2Y6 HEADER FC1 P•ROI LENGTH D CEEUP4c I I' -, L4 ;cis r 7/t6'a l Z'(15 A. STAPES 0 2 5/3; 0.G VAX EA. ; CETAI t1 3 -2)6 /3 VP 'xE OCTAL '8' APPROVAL crTit RSaCtil 41.1. LP TO tai ►LAX PORCH LERC111 ;NO .X $TS AU..740 IM 2xe uO14B05) GAM 1st u (4)2:5 /J S?f .ANTS LAF'P`T� 24 t11%. SO DETAIN z' MR e'CM LE441H5 EXCacYIta I1' -0' P1 OMCE P1E71/ • 1.10P.5NT. c• Fw1+CATICN PRWT 16X16 FCOT;R *1070 P.S.F.(144.) APPROVED P.s Cizzporaikut sQR,W1. Jai 251994 s4 If3i -P =ST TO ATM EA. ENO (4) anus' NAILS (UAY BE TEED) NOTES 1) CUTIOCc l LOCATED AS SPECtf'1E0 'CA' F IN AXLE AREA MR SEC'TlcN FC-L1 3) Au. FAST7ruts USED Ml1ST BE CtellOSia4 RESISTANT. 4) 1Z»D *LOCK MAT BE ANCI. D UP TO 1/t TO NONCE DRAINAGE TO EDGE CF FLOOR. ThE RESULTING CAPS LS NOT CRIflGI. 5) was= AREA MAY BE LOCATED AHY'Air+ERE ALDNC Tt,E LE}ic1H CF NC1;1E. 5) ALL F'ASTE)480 PER SECDC{$ 'F UNLESS ORIELTIM NOTED 01 TARS DETAIL 11 CAIJUC Oaccais mace RECESSED FLOOR 6 CAMEO TO Lim nl0a1‘1G 0) A COPY cf TJ11S PACE TO BE NCLUOEO N THE SET -&P 11ANUAL HUD Manufactured Hama SPdekty Standard 5)-- C.131s3' MNL: c (1) sc rN EA TeA -0' 2E r+O TE 1 t• IJAX TT1' -G' SNCLL FEACC CETAL "3- i9 •r. -: BCT C4J BCAAD WTIMAL TO BE *RAF UP SCE✓ Al O FAS - MAD PER 04 'F c .TA1. 2s4 hal — FIR a PT JIX /.„" TEE CETM. 'A' :47. ft E.l ScCECFF..1 RECESSED PORCH ENTRY (2X6 FLOOR) . _ 5,M 721. 2224 • STACK -CMS IAA. 32' APART t .4)4. 01131:31 CR STAPLE (7/18'4 1f:'ilSc.*.) Y504. QC. WAX. WAX SPAN BE IEDI PERS (0I-SITE) CS 77. 11c. CR AT EA. POST *JC €WB lS LEs REF IC£ PA- 217. -FL-4 FZR ACQfl4NAL PORCIN ILESUROJENTS. SEC1 6EYT TO uAat arm UHT SNAIL BE AS VON a AactiE DETAILS y ~.4L '.• 7ETNL 3 P.287' / (2) •/ o5' 0C.u& / CBL iRcHT ,, - 7 1LCC< M/ (4),13113 NARZ A. LE* CALL. RE+.: X2.020.07 -.0 PALM HARBOR HOMES, INC. 15301 Dallas Parkway. Suite 800, Danes, Texas 75248 ITTLEA OAT 6/7/99 REYrIEA PAGE NO. PA- 20- FL -1.3 September 9, 2002 Richard Giggenbickler P.O. Box 3207 Albany, OR 97321 RE: Permit Application No. D01 -129 12258 48th Avenue South Dear Permit Holder: Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Sincerely, City of Tukwila 1 �1 Stefanie Spencer Permit Technician Xc: Permit File No. 001 -129 Bob Benedicto, Building Official Department of Community Development In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. • Call the City Of Tukwila Permit Center at (206) 431-3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Steve Lancaster, Director This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to October 14, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 January 8, 2002 Richard Giggenbickler P.O. Box 3207 Albany, OR 97321 Dear Permit Holder: Sincerely, RE: Permit Application No. D01 -129 12258 48th Avenue South In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 17, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefania spencer Permit Technician City of Tukwila Department of Community Development Xc: Permit File No. D01 -129 Duane Griffin, Building Official Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 May 4, 2001 Richard Geggenbickler PO Box 3207 Albany, OR 97321 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -129 Harris Residence 12258 — 48th Avenue S Dear Mr. Geggenbickler: Steven M. Mullet, Mayor This letter is to inform you that your application received at the City of Tukwila Permit Center on April 30, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: I . Provide confirmation of what type of label. 2. Provide manufacture installation' instruction. Planning Division: Deb Ritter, Associate Planner, at (206)431 - 3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 - 3672. Sincerely, n Brenda Holt Permit Coordinator encl File: Permit File No. D01 -129 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 DATE: APPLICANT: RE: ADDRESS: Cizy of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS May 1, 2001 Keith Harris D01 -0129 (remove existing manufactured home, replace with new) 12258 48th Avenue South Lots 18, 19, 20, 21 and 22 cn LL w } 0 gJ u. 4 Your application has been determined to be incomplete. 5, 0 w We have the following comments: ? O Required Setbacks and Lot Consolidation W w 1. For the purposes this application (due to the location of the existing manufactured home), U N Lots 20 and 21 will be considered by the City of Tukwila to be one lot. Therefore, when locating the new manufactured home, the following setback requirements must be met: w C w a. The front yard setback (facing 48th Avenue South) must be 20 feet from the u, western boundary line of Lot 20, not Lot 19. Z tii LI b. The eastern wall of the new home may not be located closer to the eastern F = —., O � Z Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. boundary of Lot 21 than that of the existing home. Steven M. Mullet, Mayor c. The northern wall of the new home may not be located closer to the northern boundary of Lots 20 and 21 than that of the existing home. d. The southern wall of the new home must be at least 10 feet from the southern boundary of Lots 20 and 21. Please revise the plan accordingly including all setback dimensions and scale. 2. Given the size of the new manufactured home and to allow more freedom to locate centrally on the five lots (18, 19, 20, 21 and 22), you may wish to consolidate some or all of them. The minimum size of the resulting (consolidated) lot must be at least 6,500 square feet. All building setbacks would then be measured from the new boundaries of the new lot. 3. Per TMC 18.10.030, all garages and carports may not exceed 1,500 square feet in area and must be located on the same lot as the house. Your existing garage (located on Lot 18) is legally non - conforming since it is located on a separate lot from the existing manufactured home (see highlighted drawing, attached). As such, that garage may not be enlarged or expanded. For this reason, you may wish to consider the inclusion of Lot 18 in your lot consolidation. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 r• Keith Hams 001 -129 May 1,2001 Page 2 Manufactured Home Approvals & Specifications z 4. The new manufactured home (at a minimum) must be HUD - approved. This approval will be documented by a red seal from the Washington State Department of Labor and t" w Industries placed on the home. Alternatively, the manufactured home may contain a gold seal (evidencing compliance with Uniform Building Code standards). You must provide U proof of the type of seal that will be placed on the new home. 0 g 5. We are in receipt of your copy of the Palm Harbor Homes specifications for the new 9 I manufactured home. If the home will contain a red seal, you must provide the following: N LL O a. documentation from Palm Harbor Homes verifying that the home includes design g specifications for Seismic Zone 3; and t . LL b. documentation from Palm Harbor Homes verifying that the home includes design N d specifications for a wind load factor of 80 miles per hour. l W z 0 We have enclosed copies of TMC Chapters 18.10 (Low Density Residential) and 18.70 (Non- U Lu Conforming Lots, Structures and Uses) and a Lot Consolidation application packet for your 2 o • reference. 02' -7,, / ',-°' as` C , 5 /.47 ^ ip 00 N i L •• p ./ - r,l, ,x .y3 its "?ire.-' •-foo ris JtaoN 1 -4 3 - / rG t.. ' 1- nt cr y N• , o/ b / - -'r• NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 - 127 DATE: 4 - - PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal DEPARTMENTS: Bu'idin Milted 1 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-1-2001 01. Complete U Incomplete © Not Applicable Comments: 'fRM l ll1XX lint Cn,pla.e I Wiuoled TUES /THURS ROUTING: Please Route C Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Response to Correction Letter # Fire Pr 5 -I -vl Structural c REVIEWER'S INITIALS: Response to Incomplete Letter I _____ Revision # AFTER Permit Is Issued PI nnin�gOivision 0 � l , irL� Permit Coordinator PERMIT COORD COPY DATE: DUE DATE 05- 29-2001 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) F1 REVIEWER'S INITIALS: DATE: Please Route Original Plan Submittal DEPARTMENTS: Buil ing Division Alkg' (D Vc? Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -129 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Response to Correction Letter # Revision # AFTER Permit Is Issued WC. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ef Incomplete ri Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: r4g01111 IRK Y'fl i2 F Fire revention OIL 6-1 Structural C e ., DATE: 05 -23 -01 X Response to Incomplete Letter # 1 Pia rttSilfg D ivision �. Oa- q -2-4--° I n Permit Coordinator DUE DATE: 05-24 -01 Not Applicable ri No further Review Required n DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -129 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal DATE: 05 -23 -01 X Response to Incomplete Letter it I Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION O000MPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI Please Route Structural Re Required LI No further Review Required [— REVIEWER'S INITIALS: V� '' � DATE: 5-2A zc APPROVALS OR CORRECTIONS: (ten days) Approved [1 Approved with nditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: Y'XXOGT( L'II PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions n C n Planning Division Permit Coordinator Not Applicable n n DUE DATE: 05-24-01 DUE DATE 06-21 -01 Not Approved (attach comments) I I DATE: (>D IZ DUE DATE Not Approved (attach comments) DATE: •M11•11111111. YI.--r01UT NO (2' BEILDThiG PERMITS INSPECTIONS ❑ 00001 ?-ogress :r. pec::on Status ❑ 00002 0 ---construction ❑ 00003 Tnvestism :on ❑ 00004 OK to Ccduov ❑ 00005 Remove Step Work Order ❑ 00006 Follow -up 0 00007 2 ---Move inspec :ion ❑ 00050 WSEC Residential ❑ 00060 WA Ventilanonrindoor ACC O 00070 'LZZA tnspe_ : :otv- Modular Struc: E r0007I Mobile :tome Tie Down insp ❑ 00072 Marriage Lines ❑ 00090 Resteel 6 00095 Footing Drains • 00100 Foundat :on Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Nall Nailing ❑ 00450 Plywood Wail Sheathing ❑ 00500 Roof Sheathing `!ailing ❑ 00525 Plywood Deck Nailing Q 00550 Exterior Wall Sheathing ❑ 00600. Masonry Chimney ❑ 00610 Chimney Installation/All types G 00700 Framing ❑ 00750 Root/Ceiiing Insulation ❑ 00800 floor Insulation ❑ 00801 Walt Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls Q 00900 Suspenaed Oiling ❑ 01000 interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening C 01110 Pre -Move Inspection 01 1 15 Motor Inspection 0 01120 Pre -Demo 0 01140 p- e- reroot Q 01400 Final -Fire 01700 Final- Building ❑ 01900 Final- Reroot ❑ 03100 Site Visit ❑ 04000 Special- Concrete 04001 Special -Bolts in Concrete ❑ 04001 Special- MomiResist Conc Frame C 04003 Special -Rein( Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Re:nf Gypsum Concrete ❑ 04008 Special- insulating Conc Fill C 04009 Special -Spray Fireproofing C 04010 Special - Piling, Piers. Caissons [Z 04011 Soeciai- Shotcrete ❑ 0401' Special - Grading, ExcaviFiil ❑ 04013 Soeciai - Retaining Wall ❑ 04014 Spec:ai- Panels • 04015 Speciai- Smoke Control System TENANT NAME: i E If ItA is CONDITIONS V0001 cranges to ::pits unless approved by Bldg Div L 0010 Soeciai inspection - cuirec, poll;; 3ldz iv )Ol 1 Scec:ai inspec :dr ;nail submit :final signed . per. CO I2 `+e•.v :tiling gr..: tight lure shall meet !a[er_i brc:ng ❑ 00113 °ax-:t :on wails :racaed :o __..ing zrid 00!4 Rcaciiy access :die access to -cot .mounted equipment 00: .. ass .rawings 3c :.aics shall C 0016 Exposed insulation backing material C 001" Subgrade preparation including 'raira¢e, excavation 0013 Statement from rcoting :antrac :or verifying are retardant :!ass proof 0019 Ail :0ns:ruc : :or. :o be one in conformance %via:proved plans Ir "No work shall :lone :n acdition :0 those modi ::cations... 0002 P!umoing pe -"LS shall be ootaine.i through K :n2 C C 0020 Structural observation shall be provided for this project L; 0021 Ai: food preparation :stabiishmemts must have King Co C 0022 Fire retardant seated wood shall have :lame spread of ❑ 0023 Notify Building Division pnor to placing any concrete ❑ 0024 All spray applied fireproofing shall 5e spec :al inspected ❑ 00.5 All wood to remain in placed concrete shall be :seated ❑ 026 All structural :masonry shall be special inscected 002" Validity of Permit ❑ 00.9 Rack storage recuir_s separate permit 0 0003 Eire:ricai permits obtained througn L Sc. I • 0030 No occupancy at building until anal insp 5v Bidg Div • 003, Remove all w.veeds. concrete. stone foundations. pat concrete O 0036 Manufacturers .nstallation instructions recuirea an site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for '.vater:sewer connect ❑ 0033 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI •.win the limits of the SC Mail ❑ 0004 All mecnanicai work shall be under separate permit ❑ 0040 AU construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for ail new rooms 3c spaces • 0045 .All permits. insp records Se approved plans ava:iapie ❑ 0006 All structural :ancrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co' • "Anchoring - All new construct and suostantial improvement shall 5e anchored to prevent :location," ❑ 0007 All saucturat welding shall be done by WABO i ied inspec :or ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be spec :al inspected ❑ 0031 Comply with requirements of TMC 16.04 r 0034 Removal of septic tanks require approval .rid compliance •.v;::^. King Ca Health Dept. O "Obtain required inspections from appropriate water . se'.ver districts" ' 'Fuel burning appliances O "Appliances. generate...." ❑ "Water heater shall be anchored...." ❑ " Rcroot" Date: 67- IZ 06 1 Date: 4/11f-fp ACTIVITY NUMBER D01 -129 DATE: 05 -23 -01 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Please Route 4111t)1711 IX svt PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision # AFTER Permit Is Issued C C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete n Comments: Structural Review Required !VP/ APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: X Response to Incomplete Letter # 1 n Planning Division Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable Li ri No further Review Required DATE: c 2 o! DUE DATE 06 -21 -01 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: vices DUE DATE Not Approved (attach comments) n DATE: vs ACTIVITY NUMBER D01 -129 DATE: 05 -23 -01 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route PLAN REVIEW /ROUTING SLIP C C TUES /THURS ROUTING: REVIEWER'S INITIALS: Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved LI V'Utoun Vol Fire Prevention Structural X Response to Incomplete Letter if_ n REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 05-24-01 Not Applicable ri No further Review Required DATE: 5 " I DUE DATE 06-21 -01 Approved with Conditions n Not Approved (attach comments) s DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions i Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete E Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -129 DATE: 05 -23 -01 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter it Revision it — AFTER Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete LI C C Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable ri TUES/THURS ROUTING: Please Route t ! Structural Review Required 1 1 No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I Approved with Conditions F REVIEWER'S INITIALS: 01r CORRECTION DETERMINATION: Approved 441ttu)I l o oc S'YI Approved with Conditions REVIEWER'S INITIALS: Not Approved (attach comments) n DATE: MS - ' . `( I DUE DATE 06-21 -01 Not Approved (attach comments) ri DATE: Ofo 0 4• 0 I DUE DATE I I DATE: ACTIVITY NUMBER Oc % Z i __ DATE: 4 -27 -01 PROJECT NAME: HARRIS, EITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal Response to Incomplete Letter /t Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments C UES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n 'P4i()lll( INN' LYI PLAN REVIEW /ROUTING SLIP n a C Fire Prevention ri Planning Division Structural Incomplete je Permit Coordinator C n DUE DATE: 5-1-2001 Not Applicable C 4yee of Structural Review Required ri No further Review Required %fr... DATE: # rAft Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 05-29 -2001 Not Approved (attach comments) DUE DATE I REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete E Comments: Approved 1 Y'RM111111 INK V�1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D '- DATE: 4 -27 -01 PROJECT NAME: HARRIS, KEITH �U1 1'21 SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # AFTER Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: 4/1, r1 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions I n Il REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 5-1 -2001 No further Review Required DATE: Not Applicable DUE DATE 05 -29 -2001 Approved with Conditions n Not Approved (attach comments) n n DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER-g94-42-7- Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete [ Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: C C fl REVIEWER'S INITIALS: 4RNUU11 DOC PLAN REVIEW /ROUSING SLIP Structural Incomplete Pe-- ay) PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S 1 -12 Response to Correction Letter # Revision it AFTER Permit Is Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required CORRECTION DETERMINATION: Approved Approved with Conditions n C f1 DATE: 4 -27 -01 SUITE NO: Response to Incomplete Letter # Planning Division Permit Coordinator n DUE DATE: 5-1-2001 rY-Qm1 o l- cC2 ' -. l— 0 1 Not Applicable No further Review Required DATE: DUE DATE 05 -29 -2001 Approved n Approved with Conditions n Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01-117 /Z'7 DATE: 4 -27 -01 PROJECT NAME: HARRIS, KEITH SITE ADDRESS: 12258 48 AVE S SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LIII Comments: TUES/THURS ROUTING: Please Route L"StructuraI Review Required REVIEWER'S INITIA < 7/ --- APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete LI I I n C C REVIEWER'S INITIALS: Revision # AFTER Permit Is Issued Planning Division Permit Coordinator DUE DATE: 5-1 -2001 Not Applicable No further Review Required DATE: - ' / � DUE DATE 05 -29 -2001 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n El C I 1 DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ D 2-3'" ©( — Plan Check/Permit Number: D01 -129 Response to Incomplete Letter # 1 p Response to Correction Letter # Revision # after Permit is Issued Project Name: HARRIS RESIDENCE Project Address: 12258 — 48 Avenue S Contact Person: Richard Geggenbickler Phone Number: — Summary of Revision: brr, ; P6r - , C:\ r S. - )4 ` r s rt l At�,l Entered in Sierra on �'_ 3— (") Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4, N 05/04/0 E At. JUL. -09' 01(MON) 15 :14 PALM lP 1 TACOMA ORGANIZATION TYIE FOREIGN PROFIT CORPORATION PALM HARBOR HOMES INC. 9601 HARBOR ACOMA WAY TACOMA WA 98490 TAX REGISTRATION MFD HOME -TRVL TRLR DEALER P4511 REGISTERED TRADE NAMES: PALM HARBOR VILLAGE WTATL of • , WTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES UNIFIED BUSINESS ID #: .601 614 424 BUSINESS ID is ' 001• LOCATION: 0002 EXPIRES : 03- 91.2002 INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE «.fir -�—t r+- *-- r�.�---- '*m►r�t — ""s�r�t The above entity has bean issued the business .. B rations or Bosnia& Road ORNAMENT OF LIMA N/3 RUaINEaa a P = 6IGNB OMBOON. P.O. DOA KM OI•YMN�, WA RiW17 - 4 ( • I AA4.14M • ..,... 3 004.1433 AB s , S !i' 3P 2 N iJ ~! ! Fs w 0 w rui IL lib nil TEL: 'i 1 588 6680 8 P. 001 1.4 REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EM DATE CCMHBE NPRHL**990MZ 05/24/2002 EFFECTIVE DATE 07/09/2001 NPRH LLC P 0 BOX 3479 KENT WA 98032 " r 4 )!' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 11-IAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Balance Due: $ 302a 7� Need Current Contractor Registration Card: Yes ❑ No Need to Enter Contractor Information in Sierra: Yes ❑ No