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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date:8/12/15 SCANNED Permit Number: BY St. Lucie Coun Building Permit Application AUG 1 g Zpf5 Planning and Development Services Building and Code Regulation Division Public vvork 1300 Virginia Avenue, Fort Pierce FL 34981 -SL "Cle CouDT s �b Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Mobile home -PROPOSED IMPROVEMENT LOCATION: , Address: 3712 Westchester Court Legal Description: Savanna Club Plat Phase Three Blk 41 Lot 64 Property Tax ID #: 3425-705-0065-000-1 Site Plan Name: Project Name: Setbacks Front20 Back: 8.67 DETAILED DESCRIPTION OF WORK: Jill:fl[_7: � rCTT�%YTt�T"•�I"':•,,1 j CONSTRUCTION I Right Side: 11.83 Left Side: 7.5 Lot No.64 Block No. MUUILIVIIOI WVIN LV UC CIIVIIIICU E1HVAC Gas Tank UIIUCI LIM IJCIIIIII—WM1 Ndn dpply; Gas Piping Shutters Windows/Doors _ _ 11 Electric 0 Plumbing Sprinklers ElGenerator Roof Total Sq. Ft of Construction: /t/flNafnzTu 06nIV— Sq� of First Floor: �5/� Cost of Construction: $ 5,000 Utilities: ,FFttj L'I Sewer Septic Building Height: �3 OWNER LESSEE: ''CONTRACTOR: a Name ' zSC:// ! Addr ss: 5?/ Z c�$�ESTG2 ObLto Name: Thomas G. Jennings Company: Jennings' Mobile Home Setup, LLC City O V , L co l c State:[ Zip Code: S?--, Fax: Phone No. '] %Z,c2 y/ Address: P. O. Box 1428 City: Auburndale State: FL Zip Code:33823 Fax: 863-967-6655 Phone No. 863-965-0883 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: jenningsmhs@tampabay.rr.com State or County License: IH1025176 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION:LIEN LAW INFORMATION:, DESIGNER/ENGINEER:) _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLEHOLDER: _ Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before 0, "�' az__ _ Signature of Own r/ Lessee/Agent STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ��� e� COUNTY OF Polk The fpJ$Qing instrument was acknowledged ore me The forgoing instrument was acknowledged before me this f� ( day of �{�t A 201,�by this 12 day of August 20 15 by d Thomas G. Jennings (Name of person acknowled 'ng) (Name o person acknowledgyg I n 1 e/ Personally Type of [do Commission Revised 07/15/2014 State Personally Known x OR Produced Identification Type of Identification Produced Commission 184770 REVIEWS FRONT ZONING SUPE VISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REV EW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE & INITIALS SCANNED BY St. Lucie County PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Ifappiimble): IH1025176 Jennings' Mobile Home Setup/Thomas G. Jennings have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Thomas G. Jennings (Type of Trade) (Primary Contractor) for the project located at 3712 Westchester Court (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Thomas G. Jennings 9/9/15 SIGNATURY PRINT NAME DATE Business Name: Jennings' Mobile Home Setup, LLC Address: 229 Ariana Avenue City/State/Zip: Auburndale, FL 33823 Phone: 863-965-0883 email: Jenningsmhs@tampabay.moom LiC��ow�aMcn�sl�°rstkuz�it�redoMl�S� T2rinht (1ols �vi neSS � o� irac bJe '4 PERMIT# 11508.0296 ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Ifapptia,ble): HOME FRONT ELECTRIC EC0002334 (Compsrty NameRndividual Name) have agreed to be the ELECTRICCAL Sub-contractorfor THOMAS G JENNINGS (Type of Trade) (Primary Contractor) For the pr9ject located at 3712 WESTCHESTER CT (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004.00) BUSINESS QUAL MER (Name of the Individual shown on the Contmotor's License) NOTARIZED SIGNATUREP ARE RF, UI, Business Name: M Address: 15916 NW 203 AVE City/State/Zip: OKEECHOBEE, FL 34972 Phonc: 863-801-6617 email: jrayelectri c@gmail.tbm ICELLY HUNTER 9/10/2015 G A PRINT NAME DATE STA. OFFIORiDA,COUNTYOF'ST LUCIE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 10 BY KELLY HUNTER mnnrtr wn FLDL NOTARY PUBLIC SLCPDS: 2015 WHO IS PERSONALLY KNOWN X OR HAS DAY OF SEPTEMBER AS TDENTIFICA.TION, MIMS ARMSTRONG (STAMP) E OF NOTARY PUBLIC '�t' En a>f � PERMIT# 11508-0296 � ISSUE GATE — - PLANNING & DEVELOPMENT SERVICES n Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: StatcofPloridaCertificationNumber(rfapplicable): C'AC054741 CENTRAL AIR SYSTEMS (Company Name/Individual Name) have agreed to be the HVAC Sub -contractor for THOMAS G JENNINGS (Type of Trade) (Primary Contractor) For the project located at 3712 WESTCHESTER CT (Project Sweet Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mention.ed project, I will immediately advise the Building and .Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004.00) BUSINESS QUALIFIER (Name of the Individual shown on the Comm-tor's License) NOTARIZED SIGNA Business Name: Address- City/State/Zip: Phone: ARE REQUIRED WADITA KA W PALM BCH, FL 33417 561-603-1909 email: R SFcF®�F P %�10,5 DAVID NUTTING 9/10/2015 SIGNATURE PRRVT NAME DATE STATE Or, FLORIDA, COUNTY OF ST LUCIE - ME FOREGOING INSTRUMENT WAS SffGNED BEFORE ME THIS 10 DAY OF SEPTEMBER 2015 BY DAVID NUTTING WHO IS PERSONALLY "OWN X ORRAS PRODUCED FLDL AS IDENI7FiC�1TION. CV NANCY MIMS ARMUSTRONG (STAMP) SIGNA E F OTARY PUBLIC INT NAME OF NOTARY FVRLIC SLCPDS: 08/06/20I4 7�=E:F ONG797S992019 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY Jennings' Mobile Home Setup, LLC will be using the following sub -contractors for the (Company/Individual Name) project located at 3712 Westchester Court (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ - State of Florida License Number Electrical �Oit/� io^�T E�aCfiia S'"Cw 4 Sou �I<e T 2 ELOoo Z 33 y Plumbing Jennings' Mobile Home Setup, LLC Thomas G. Jennings IH1025176 HVAC/ �t�.=aL /l�� s rr,�s 6'4-e05of7y� Mechanical �gvly l�/uTT %r Roofing Gas YE PERMITNUMBER: b� `VzG{ b ISSUE DATE: Revised 071292014 JOSEPH E. SMITH, CLERK OF TH'.•�.-RCUIT COURT — SAINT LUCIE COUNTY FILE A 4107453 OR BOOK 3783'� GE 2265, Recorded 09/01/2015 at 12ct ,N NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made Ip whin rest property and muccMdana with Chapter 713. Florida smmtes the following information is provided in the NMiw Of commencement. I. DESCRIPTION OF PROPERTY (I<gd description and abort address) TAX FOUO NUMBER: 3 25-70"'MS-00D1 SIIBDIYISION BLOCK TRACT____AT BLDC_ UNIT Saverua Club Plot channel Thmo BN 41 tM 64.3712 Wastchosmr Court 2. GENERAL DESCRIPTION OF WPROYEMENT- Mobllo He= SaWp 3. OWNER INFORMATION: aNameT Good KId4 LLC b. Address 10924 SW Hmvlolew Code. Sunni. Fl. 34997 c. interest in properly d. Name and address of fee simple titleholder (if oiler than owoer) 4. CONTRACTORS NAME, ADDRESS AND PHONE NUMBER: saoga"'an" oma 5am"U" F.O. Bm um,a n.rb+..ft ss�a 5. SUBETY•S NAME: ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDERS NAME, ADDRESS AND PHONE NUMBER: 7. Persons witbin the State of Florida desiguted by Owner upon wham'Oticm ere Ober decommu' n6y be served as provided by Sedan 713.13 (1)la) 7.. Florida Storms: NAME. "OR AND PHONE NUMBER: B.Inadditiontanhimmlforhersalf.Owmrrdesignazesdmf011owingmt iveacopyof Ibe Lin esNmieemprovided in Sedan 713.13 (1)(b). Florida Stocks: NAME. ADDRESS AND PRONE NUMBER: 9. Espimtlon date of rwlia of wtmnemmment (tbe eapirazion date is I yw from lbe daze of reanrdidg unlea a different dam is specified) _.20_ L, (%� ))felen CDr%0 • slpatvre dOwoeror Pdol Name and PmNtk si®alorl's TIUNOIIice Chances Authosland OmmlDlroef refibrtuerfMaaager Susm.fFlorkla County of Them �ingimbumem 4cknawledgcdbeforemethis I dnyor By tenorca as �wf��r INarre of pppeeerrt��iRRpn) ITYpe of authority..e.g. Owmer.loffiar, wstee, anomey In (sell For ' (Name of party on behalf of whom "normal was eaemned) Personally Known_orproduxd the following type oflD: u qOC C(pan`5%5 SI-`70%-0' Sabri rNa 1.Rrs (Printed Name of Notary Public) (Sign m) Under penalties of perjury, ) declare too 1 have read the foregoing and that Ike facts in it me hu to the best of my knowledge and bebef(se akm 92.523. Florida Smwtesl. nI SIo®uNrNs)of Ovromlq anrOwoeel0'Aumotltta Umcenvueaonrarmcnm By: u..ay.Ioimrivaa.o u:n a ..•:w4, BSBB9UFR a Yy WINISSIM#FONIFF0/B® BIPOIE& OawntERB 20f7 A'a� arMltrrF+fidgmr/partat ��� k.. ..: i 'tier r i 1 _ 2015 :al BY: STATE OF FLORIDA ST. LUCIE COUNTY TRUE AND CORRECT COPY 0 (SHE ORI IVAL jok HE S T- e Dale: Sq 10 2015 Mr,25 HP Faxamtral MH R633574850 page 1 Pbndlep a Development services BuIldinp ACoce Regulalkn DN4aron 2300 VlrpinLa Avenue Fort Pierce, FL. 049tz Phene;t97214924172 PaX:ryM2,Me2 443 ny 0rvamKUma Address: 3712 Westchester Ct City 1 State 1 Zip: Port St Lucie, FI 34952 Parcel 9: 3425.705.006MOC! 1 Zoning: PUD APPLICATION MFQBA AnO,N— Permit Number: 1508-0298 Permit Type: MOBILE HOME CONTRACTORWf0B/AT 0K Contractor Name: Jennings Thomas 6 Business Name; Jennings Mobile Home Set -Up Lie Business Addr. 229 Ariana Avcnue City I State 1 Zip, Auburndale, FI 33a23 REVIEW COMMENTS 1 Helen C Corso I Rober, J Corso Jurisdiction: SAINT L,UCIE COUNTY Lout: 64 Block: 41 Stories: Automatic Sprinkler System? No Fax Number 663-967-6655 Email; Jemnin9smhs@Tampabay.R cCom &evawnee Status, ROAtimal By Date 82a[Yprt Pat-'APleied pate Releasnd DOCUMENTS MISSING PENDING Angela Huff 81191201:5 8i1920I5 Comment; PLUMBING, E_ECTRIC AND MECHANICAL SUB AGREEMENTS. FRONT COUNTER REVIEW COMPLETE Angola Huff SM912015 8/1212015 SAS12015 Comment: PLANS EXAMINER REVIEW INCOMPLETE William Ourdan 912r2015 9/212015 Camment: - SUBMIT MANUALJ FORAICSIZINO. 20N1NG REVIEW COMPLETE Lydia Galbgith 81211Z818 RM712015 B12VI2015 Comment: gEP ,� � 2p15 Planning & Development Services Building & Coda Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 3712 Westchester Ct City / State / Zip: Port St Lucie, FI 34952 Parcel#: 3425-705-0065-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1508-0296 Permit Type: MOBILE HOME CONTRACTOR INFORMATION Contractor Name: Jennings Thomas G Business Name: Jennings Mobile Home Set -Up Llc Business Addr: 229 Ariana Avenue City / State / Zip: Auburndale, FI 33823 REVIEW COMMENTS 1 Owner(s): Helen C Corso / Robert J Corso Jurisdiction: SAINT LUCIE COUNTY Lot#: 64 Block: 41 Stories: Automatic Sprinkler System? No Fax Number: 863-967-6655 Email: Jenningsmhs@Tampabay. Rr.Com Review Tvp Status Reviewed By Date Started DOCUMENTS MISSING PENDING Angela Huff 8/1912015 8/19/2015 Comment: PLUMBING, ELECTRIC AND MECHANICAL SUB AGREEMENTS. FRONT COUNTER REVIEW COMPLETE Angela Huff 811912015 Comment: PLANS EXAMINER REVIEW INCOMPLETE William Durden 91212015 9/2/2015 Comment: • SUBMIT MANUAL J FOR A/C SIZING. ZONING REVIEW COMPLETE Lydia Galbraith 8/21/2015 Comment: Date Completed Date Released 8/19/2015 8/1912015 8127/2015 8/27/2015 F CONCEgLFp F rENE OR t :ARE SUBJECT TO ANY CORRECTION : 'dam F� ppppppA,tC�H 'REQUIRED BY FIELD INSPECTORS THAT. y ARt THE S `:.s MINEMIRI IMrIDER TON 5 — PERMIT' NUMBEF3 ...: .. 1. a .... " ' �/ 'COMPLY,WITH ALL'APP ICABLE CODES; Pese e} z 3I C O Installer / %o ¢r n. /, • Tom,, , , r� License ' "" 70eiv Homo : Used Home to e 05� J !dN A ty :'9 • z 0 Addressofhoma 37/2 %t/PJ%Z� , 7e"•�- being installed Manufacturer ✓?zosrr� LettgthXWidth NOTE ' ghome fs a s1rL41a wide Itll out one hall of the blook/ng plan 11 howl a Ls a triple of quad wide sketch Atemalnder olhame I understand Lateral Arm syst%m camot be used on airy home (new or used) where the s[dewall lies %weed 5 It 4 In.: Inslaila''s fnilials �.� , TYPloal pier spacing . ,, I �� Home Installed to the Manufacturer's Installation Manual Home is Installed In accordance With Rule 1S-0 _ Single Wide [] Wind Zane II [&r Wind Zone III f] Double Wide L'�T/ Installation Decal # TdplelOuad [f Serial � PIER SPACING TABLE FOR USED HOMES toad Poorer h�dng eke 7exts to tl2 xis yr zo x2o '2a x?2 24' X)* 25' X (?b� %peaty (sa in) (94� ( ) (i• {676)` (675) ) [-beam pier pad size 25" Perimeter pierpadsize adsizes the mig.) ®Draw the approximate locations of marriage wall openings 4 }cot or greater Use this symbol to show the piers Ust all marriage Watt opentngs greater than 4 toot and -their pier pad s zw below. Opening " J Z 9, Pler padstze _ I7X25X I TF.DOWN COMPONENTS Longltudlnal SYabllldng Device ((.$DJ Manufacturer _ LongB cturer Stablllz/ng Devise w/Latera/Arms Manuladursr_ vo � �i �[�FJ�f3l �y �I<1IC s4"'f1l�C� �r�1FYLl 4R SS PRlJdE T7Ee Within 2' of end of home spaced at V 40 o0 1/ OTHER Ea Sidawail Nmnber Longitudinal Haulage l wall Shesnral�� 0 POCKET EN RO ES PThe pocket Penetrometertesteare rounded down to 400 Psi r check haredo declare 1 0001bso[I without testing, x /sue POCKET PENETROMETER TESTING METHOD 1. test the perimeter of the home at 6 locadous, 2 Take the reading at the depth of the tooter S. Using 5O0Ib, Inoremcttts, Take the lowest reading and round down to that increment. x /Sun x /feeo TO O E PROBE The results of the torque probe testis Q arch pounds or check ' here If you are declaring 9 anchors vaouf testing _ A test showing 275 lncb pounds or less will require 5 fool anchors, Note: A state approved lateral arm system Is being used and 4 ft. anchors are allowed atthe sidewall locations. I understand 6It anchors are required at all centedine tie pointy where the torque test reading Is 275or less and where the rrtobile }tome manufacturer may requires anchors WM 4000Ibholdlag capaeity . 7 Installer's Initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER -� � Installer Name / —��/Oyira (i. ✓Y'7n..,i J ' Date Tested e Electrical bnnect electrical conductors between muillwide units, but not to the main power ouree. This hrAudes the bonding wire between mutt -wide snits. pg. PlainAno nnnocl all sewer drams to an =feting saw top orsepllotank Pg onnect all Potable water supply plping to an efsing water meter, Water tap, or other rdependent water Supply sysleme. Pg. PERMIT WORKSHEET Debris and orgallo material Water drainage: Natural _ page 2012 Other tenn4wi auNg o Floor. Type Fastener r2 Length 6 02 rr Walls: Type Fastener ' Lsnath ftacinp:� Roof, Type Fastener r Length: s�ack,g ��� For.used homes a m 90 gauge, 6' Wid Spacing: 2strip � Wilt be centered over the peak of thetoof and fastened with ggalvv. roofing nalle at 2' on center on both sides of the cenledkne. OasKe2 Mmrhererwaew eueueene,dl I understand a properly Installed gasket Is a requirement of all now and used homes and that condensation, mold meldew and buckled marriage wails are a result of a Poorly installed or no gasket being Installed. I understand a stop of tape will not serve as a gasket Installer's Initials 7� . Type gasket rid` Installed: Pg 1at �jA/� Between Walls Floors Yes%`— Bottom of ridgabeam Yes ✓ Wee ererooMo The bottornboard will be repaired and/or taped Yes Pg.�_ Siding on units Is Installed to manufacturer's specifive orm Yes Fireplace chimney installed so as not to allow intrusion of rain water, Yes M ewrrs Skirling to be installed. Yes ✓ No Dryerventinstalledoutsidaotslarting. Yes ��WA Range downfiowvent tnstailed'ou tside of striding. Yes �`WA Drain Gras supported al 4 foot irdwials. Yes Eeotrica! erossovers protected Yes Other; Installer 14 accurate and true based on Date F /d'/f f Manufactured Home Installation Specifications (Must be completed and submitted with your application) Applicant Address 3712 Westchester Court Manufacturers Name Jacobsen Roof Zone _JO(..trn No. of Sections 2 Width 26'8 Permit # Wind Zone of Length 61'4 /1-7 y Year 2015 Installation Standard Used (check) Manufacturers Manual ✓ 15C-1 Serial # Site Preparation Debris and Organic Removal 61e / Page # Water Drainage: Natural Swale Pad ✓ Other Page # % Foundation Load bearing soil density Or assumed 1,000 psf Page # 17 Footing type: Poured in place Portable vll� Page # / 7 Mainrail frame block: Size M)Y/O� Placement o.c. 7 Page # /3 Perimeter blocking: Size fXY X A Number o2 0 Location � � Page # Ridge beam support: Num er eYd'J(14 Size if Location Page # /3 Center line blocking: Number Size X� .Y/G /Location f...7 Page # 1� Special supports required (fireplace, bay window) Yes ✓ No 60-4fPage # Mating of Units: Mating gasket &R'Je`-P�Z ✓Type used 6%,y722,j Page # 22 Fasteners: Roof Type 3�s Spacing _a2 y" o.c. Page # % Endwall Type JY�� Spacing /Z �r o.c. Page # 1 Floors Type �� ry_ Spacing —2 o.c. Page # _4� Anchors: Type 6,000 3,150 ✓ Page # 2.06 Height of Unit (top of foundation to frame): XF ��/ Page # Y Angle of straps xf d? Le-0 Page # &R �/ _ Number of frame ties _& Spacing A."'AX'4' f �n���fi""{°� Page # Number of over -roof ties (if required) /V .Q- Page # Number of sidewall anchors,] r D1✓ Zone II Zone III Page # Z� Number of centerline anchors_ Number of stabilizers _� Page # &6 Vents required for underpinning (10150 sf floor area): No. � Page # ZZ Prepared by: //tus*� �• %,n�k- Date: 0 /P/20( r Revised 7/22/2014 ,FAC—IOC� 131oc,ICl/1 C. VLI�:�L•�. NA_ � I .a mn rmv.n� w •o....P �Yat �rrL6.l0 P�N�x.\PM�. SIDEWALL ANCHOHS GA• D.C. AM— 5PAUN6 _ ITTPIOIL BOTH BIBEWALLOI • •EPACLNG CIUINGES WITH IIOGT BEAM, EXPOSURE 0, AND TIIGH SIOV OTT5ET9, GEE GETUP MANUAL Fan SPECIFICS... ANLO' 5EE NOTES ANO TABLES ON PAFE 2 BP 2 6@i wI 0 G 5EE NOTE9 AND TABLES ON PAGE 2 OF 2 THEM TO SU-81.0005 FOR IMEESBKOS'Q 6EE WARNINGS AND CAUTIONS ON PAGE 2 ADWL PIER REGUIREMOTTS J OG E. HO.yES I A1LT.➢ABTB9D0• ���� J/ACOBSEN HOME9 REEERTOTHE JAC065ENHO.MES5EILIPMANUALAND ❑❑®❑DO BOX 300 600 PACNARO R. 6AFET•NARBOD, FLORID. 3Gfi05 ADBFJEOINI FOR COMPLETE INSTALLATION INSTRUCTIONS �®®❑ V2T1 7264139 HUD WIND ZONE . 2 THIS BLOCKING DIAGRAM 19 PROVIDED AS A CGUHTOUGY ONLY. SHE LICENSED SELUP ❑❑❑❑ HUD WINO EXPOSURE CATEGORY.'[ CONTRACTOR SHALL REVIEW THIS DETAIL AND VERIFY COMPLIANCE. THE LICENSED GELUPCONTRACTOR IS OESPONOIOU AND LIABLE TOO ALL. INSTALLATION. w NAY.lachamel.com PPAUE I. OF REFER TO 9U-01.0020, O WOL0021, AND OMER DETAILS IN THE GET-UP MANUAL FOR MAXIMUM HEUR T [THIn 10 AST DESIGNED.. NOR )NTENOT.O. TO OP. A STILT FOUNDATION) JA COBSEN HUMEM PO 13OX 360, BUD 'PACKAR D CT. SAFETV HARBOR. FLORIDA 34685 (7271 725-1138 wwwjachome5.com of COLUMN INFO. TABLE YCOLUMN PAS - MIN. 91ZES Ieq. In.I COL. NUM. SPAN LOAD IIVNN4n 00 a U6,.I®LL BOUND BsO 3000 IL 35130 IL �i}� fi'-5" Imp 428 w 1.214 171 171 171 �� '•:2Y� 6'-5" - 2976 428 MINE 214 171 171 171 e`3/ � IS"•9" 4s75.. 6s9 439H 329 264 264 254 161-9u4OES6s9 329 264 264 264 C1"a a a a a a a Bn 0 a 0 0" O a 0 a O a a O O O 0 a a a a a O 0 a a au 0 a 10 a o O p INSTALLING A MANUPACTURED STRUCTUREIBUI L DINS CAN Be EXTREMELY OAN. ROIB ONLY OUALIPICO PERSONNEL SHOULD ATTEMPT TO INSTALL A MANUPACTURED STRUCTURE/BUILDING, IMPROPER PROCEDURES AN01011 TECHNIQUCS COULD RESULT IN SERIOUS INJURY OR DPATN IN ADDITION TO THE DANCER TO PERSONNEL, IMPROPER SETUP/INSTALLATION COULD RESULT IN B%TENSIVGIVOSTLT DAMAGE TO THE BUILDING/BTRUCTVAG. NEVER ATTEMPT INSTALLATION IP YOU ARE NOT QUALIFIED AND/OR 00 NOT HAVE THE PROPER TOOLS ANO/OR EQUIPMENT. CAUTION: MANUPACTURED BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS VERY IMPORTANT THAT ALL PERSONNEL. ON THE JOB SITE, BE GUALIPIED AND PROPERLY/ADEQUATELY TRAINED. A STATE LICENSED SETUP CONTRACTOR IB RCQUIRED TO Be RESPONSIBLE POR ALL SAFETY INITIATIVES,. PROGRAMS, POLICIES, AND/OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR ANY OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR RBOUIREMENTS. THE CONTRACTOR SHALL INSURE/REOWRE THAT SAPS AND PROPER TECHNIQUES ARE UTILIZCD. NOTES: 1. RCFEq TO THEMOOEL APPROVAL FOR PLAN SPECE11C INFORMATION. !. REFER To nix JACRE6FN numm SETUP M,,, L AN, Au.nnn m YEN CD.MPLET. 1NYTAEAATON INETRULTOA'E. PIERS CAN HE RELOCATED AXONHO BP.NO INSNGEEO PAR THE SETUP MANUAL. S. PETER, TO SU.01-0005 FOR AOOITIONAL PRO OEOUITEMEMD. 4. REFER TO THE APPROL4D FLOUR PLAN FOR SHGRWALL LOCATIONS AND LOADS. S. FETE R TD qp-lD.I00 iOn SNFAq WAl1.APPLIGTIDV9 ANO Tfl001LNS. R. Ue LOCATED WO OF THE OLU mwmN OVAL PI MTMA REQUIRED OE ESCARPS "TIIAI N• E.EITHEROCR 711 SIDE OF THE COLIALV..PECIFIONgLPIE1IS MAY OE RFOADEn AIVNFi TIIE MATINS LIA'E. SES TIIO SETUP MAANUAL PoO SPECIFICS. 7. A..I. I04• Wine FLOOD SYSTEMS RE.nUInff PPRIMETFSn TATCln LI.V'E nine".Nn. 0. ALL 2a6 FLOOR SYSTEM, WIDER THAN 144• REQUIRE PERIMETER AND MATING LINE OLCICHI 0. °. ANY 0IOLWALL AREA WITH A 11-in, n1 GR A 9TnUCFUnAL ATTACHMENT SUALL RAW FIRED AND ANCROn6 SPACES NO TURTIIET THAN 4W O.L AARQMUN. SOME .'. ZO.YE An"TO L ON PEOLDRE CLOSED INOFAILATION. PETER TO THE JACOSSEN HOMES 6. MANUAL FOR SPEDFILD EEEC 5 01.0000 ANO SU-Ob000n1. WHEN n1E ATTAMED STRNLTUnC HAS FOUOTN WALL CRNDTRUERON OR W nle. a. AND 'OlaTIIICTmaO DE DEW SUPPGmING. mnaE woD,nGNaL PIEnB AND AVOIDED ME NOT nCOAOCO. IS. Mnx. Nlel uvwn.\6 ury u• I-uEAnf lu uG•. null{. EnNE11 uVwuNG UN 1G• DR ld• LUE'iLT ly 12 G•. One NOTE 4 ON PAGES 9 V.01.00E3 TIMQUGR GLL01-000G. MINIMUM 1-BEAM PIER SPA[INR MATING LINE PIER SPACING PERIMETER PIEn SPACING PIER PAD SIZE (sq.in.1 10c0 150 Baca 2s0U 3000 3500 IOBa EODD 2500 3000 3500 'loan 10n0 FB000 25L10 30D0 35c0 •'M •• F,. Y.1 „t n'L .Ifivt ., [o IUN .. FL n.,P .,f YmL. u.Mu pity u,0 .IfO u0 35011 F°4 p'p p04 p04L p24L PO4 A., 255 sq. in. ?o +°12 001R 10 04L a4 M04__ U4` U4 U4 84 64 ) 342.2es 13q. In. A? o'ry S o'D ° °`0 114" ,o 0 P1 o 84 84 84 84 B4 84 84 84 04 84 99 04 if) 396 sq. In. no .11 '? \t"1 CA \o ,• 0 e` 0 eo 94 04 04 84 84 84 94 84 84 84 84 84 \(1J 4ap sq. In. p9"° A1? p1 ,vm 10 1 010 "0 04 04 04 04 84 84 04 84 134 84 84 04 �Cl 432.875 ai In ryT mall 10 b`o P'O a° 84 D4 1 84 84 04 84 84 84. I 1 84 84 84 04 �F) 576 sq. in. n+ '1eO a10 PA 0 P10 DA cq 84 04 84 84 8q. nq 84 84 84 84 576 sq. In. 01 A`o P10 ,10 ro P`O ea ea ea 84 D4 04 84 84 ea ea ea eq ,. , ".n,. nocnvw. _.__ ....__ N;;;0 xu01Wrv0 FxrafluRE CATEGORY. D . PAGE 2 ®F p 1 u.I In • 11R 6 6• x•R•11 ROOF INSULATION"" ""R•31 WAlL INSULA7fONwx Nad'— —I BU[LDALL WALL596"HIGH 1!'-d— Sg w"R-11 FLOOR INSULATION-" 0.'e. A'•11/i'. II'•I I/Y IS•105/I' �I gxP 5r•4 Iro' - 3t-51/r ROW- kdp W-W to r ------------- ,n Yu611 ro 1`I ---1 571 r ANI d--_--------- gJ1p�pp eune rlwsn.�ro-xax It R DI) \/ nP SRp // lire -. � _-�_�_'r I I itO Q Na I ,F OEOR'D N,1 \ ° O ° 1J1 1 .ca / y a I a ilk_.. yy 6 ` I \V. c. � �L3 �'!q DINING\ 431C:1®g 63' eh ICI IgI I sr D Ip = 11 ICI e l rxi 1 sms It __L \ PI N \ pgJ o[ri. `%%`9Y f�0t0 � � �• \ _ _ O US00%l5)MTP.tR4tf \ r N p •� BoiM ieCliUUs 5 N' 'y Y Nltl ` »IR Srf R b_ IS rN � - 37 % S� I BI _ /�n�— ____ _ ___ -TI I I I � •� \ lgCOmSEN HOMES - I �I ® ®® R R ' \ sMLraae7o�6e• a y 0 ENMR6TA \ P; ....) 9-0R I PORCH ICI 1 �! ea.: rmrnurew 0 I — S:U tlSR AIM \ I II1 n1p \ � 1r 9•r rxv RP. I p w \ ii•l / e L %• rAY �J. y� D I, A v 6i III, PEP.Ij ;� RO 17 •A y E�1��R.��i� I i � � -,• R•RM tl LNINGROOM IO"x \ $ It II BED0.00Mtl2 Le A OFDROOM tlO li I ti'l I' I j R �1 �y 1%i k - , 5.6' SW 36,51 DDISIS A - •' ORSS sun ]AI51lm.n IIAR45 ,I, I --------------1 J:----'l_— Dpr r5110'10I/1;A_ i AU AI rN1 -- ------------ 1 .,e PunPtxnwm u•wnx �I1�101/f 1 1 ® _--1 1 R--- ]-,OJ iN1fl------- -- 2—•.•----• p I © II I Etl. 1'-6' — R•6 J/1' — II' -I ln' — IY•I45/6' — il•-0Sfr — SY-1 $-11/f © O xttm �U v- IR' —I R'•16• - 9` �� N•o'paF1 - 5n16W Insal 3 e ae II ptm Iio1 a'•7 M11Raa1 - 1� I 7d F-5' l,--S'-r—^ ICa IR' IF•LiA• d 1�9 IP-d L11/1 11/7 FI/r 1.1/1 4•aR' - R-A,/r ? lyio qY M•61 1S o'KV) -. n I UN I!1)-I,nR'D 4q —I ,U sR7 R' —I 90 rm,5 a0 ID I/!') _ (WI _ %l g6gS. I° - I,r.1 )/Ij WI 11.6 —1I InlOrzxuvo,rt 7r IAIR __ 1 /IJ }%{ oc_x_uon_u_mrom I___ mnm mrH v+Pllacrr uax R• I iY.75/6' I ]r-II/f T CDJO'-55/d —I Y•dPa. ) —I L® Check with your salesperson for optional items & availability of speciality items on this print... a 'l r ....—._.. w-) yt �91r I.__.�. _.. q _F r K. I" s x'-j --i I I laaV-j fir .• o.e rtwx smw Swxe —�1 -roan vn�xr.. nrona.roq W-4 we m PaM_;' I oY- 0 2, 76 I1 ,, OO mum ` w DIW46 r €€ j fir•,.-r. E 4Si J[ x sf�i�Tieur[u ` � � Sys. BOSH S[nmM9 1.. BU�TiO ALt AL€+v S)B!V(GB I anIM �ssans yr p UVINGROOM j `+ Y � a x �Qa v-r r-\ T•39. 03 PORCH e r ' r r erg ftj _ � F SpH IF MMIlum — ra4 .8-ellr .— .sqr ggrR — st-fir![' we€;Z pf� 6L u-rAf OKA Ao1 !r_[1j' [X • nr'r ...... t5ii[ rorimo fI �I Pl yr.[ di6 t--K-IMe,rc6 BOTH "" "CJ°1'I�r-irLll o.H qws-- ,e�„ lr nus-- �P �--- ----:-?#txmQ,_;`�',imr:-'--':-' Page I Raftidential Heat Lose and Heat Gain calculation in accordance with ACCA Manual i * --- --- Report Prepared By: Cantivil Air Systems Inc. For: Corso Robert 3712 Westchester Ct Port St Lucie, tl M62 F8819n -�ndlltil�M: -- '. Fort Pie-i—tc-B. Indoor. Summer temperature: 70 Winter wmparatura: 70 Relative humidity. 56 Building C—o--m—poneni-t- Floors Walls Ceilings --- People Fi—repla*m----' Windows Doors Glassdoors gwing-h—ts- -- Inilirafion Whole Home Oultdoar. Sunimer temperature. 90 E Winter temperature; 42 Summer grains of moisture., 127 Gaily temperature rangeMedium Saftible Launt Total Total Gain Gain "eat Gain Han Loss (STUN) OMH) (BTUH) 2,927 . . . .... .... 1,654 tl 1,664 1,062 3,795 0 3,795 2,415 1,500 0 p V —......-2,400 0 2.400 8,512 0---8,512 3.805 421 0 ........ 1,848 1,848 1,245 0 0 2,080 -4,307 6,387 6,824 27,436 l"v 32j893 21,4" 2.5 tons) .0 by HVAC Computer Systems Ltd. 888735-1101 load Oft XftM14Wft"wrVdw lown1twwd= h�jn LEGAL DESCRIPTION: Lot 64 in Block 41 of SAVANNA CLUB PLAT PHASE THREE according to the plat thereof as recorded in Plat Book 34 pages 13. 13A through 13C of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: SET = Set 5/8" iron r��Gbar �yyith yellow cap marked "PSM 5543" FD=Found 5/8" Iron Rebor F.F.E.=Finished Floor Elevatiol OH--OH--OH-= Over Head Fires X--X--X-= Chain Link Fence R.O.W.= Right of way 0--O--0 _ wood Fence R= FPL Transformer Pad =Value as platted R = Radius of curve L = Length of curve Del�pp of Curve EAS. = Meosured CONC. = Concrete C.P.= Concrete Pod ®=�yoter deter _ toter Pole �= utility Box ®= Wei I SURVEYORS NOTES: 1. Unless other Wise noted only platted easements are shown hereon. 2. No underground utilities or improvements Were located unless other Wise shown. 3, This site lies Within Flood Insurance Rate Mop Firm Panel X Map#12111CO283J Dated 2-16-12 4, Flood Zone shown hereon is an interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the Center line of Westchester Court as being N89'54'57"E according to the Plat described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shown are per plat unless olherWise shown. LOT 54 BLOCK 41 R 1 LOT 55 BLOCK 41 FIX KWO65 S89'54'57' 11 ski 57.00' 4Lra. Kssa65 6' P.U,D.E, m V o, 7.50 LOT 64 1j 83' 26,6 rq Q N c8 OZ O O A� O &W O y O CT O N n O W LJJ m 9 Fri _' m O _ Z o m Itor 11.83' 0 O 0 0 0 13.3S 22 84' o Q_ coNc DRIyE 7.50' 1333 4�1 O o O O M "s. tea` FM R N89°54'5711E 57. 0' 99 ty0 S 068 I_ LL 0 SCANNED BY St. Lucie County I 40' R,O, - 20' ASPHALT ROAD 1Q41 W- n,.w WESTCHESTER / COURT SITE BENCHMARK X PAINTED IN ROAD ELEVATION - 10,00 ASSUMED DATUM ALL ELEVATIONS SHOgj HEREON ARE BASED ON AN ASSUMED DATUM 3712 Westchester Court Certified to: Robert James Corso & Hellen Christine Corso Countryplace mortgage, LTD ISAOA ATImA , Laurie Rusk Se ell, P.A. Old Re ublic National Title Insurance COmDan SCALE: 1 "=30' Atlantic Land Designs g of the Treasure Coast, L87468 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmail.com (772) 398-4290 DATE: 6/1 /1 5 I hereby certify that the survey sholyn hereon is true and correct and Is based on actual measeur emenls taken in the field. This ^ survey meets the Minimum Technical Standards of Chapter 5J-17. ,.es Florida adbinislrutive Cade Di hall si nedb lames A. Cesiro .. c�°T ir,r^rn.o 1, g Y 9 r James A. IJr. PSM 5543 ;�DN: cn=lames A. Gsiro Jr:, . p p p o=Atlantic land Design, oe, , CeSII O JI . 1'" email=ALD5543@gmall.com.c=U Date: 2015.08.2713:31:22 04'00' ac.nr NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC '< SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL oevc0 DRAWN: MC\J C 2015-0468 DATE: REVISIONS 7 31/15 add proposed home 8 27 15 add to o LAST FIELD DATE:5/29/15 1505- ©mo LEGAL DESCRIPTION: Lot 64 in Block 41 at SAVANNA CLUB PLAT PHASE THREE according to the plat thereof as recorded in Plat Book 34 pages 13, 13A through 13C of the Public Records of St. Lucie County, Florida. I LOT 54 BLOCK 41 M. ABBREVIATIONS: SET = Set 6/8" iron rebor lth yellow cop marked "PSY 5543" FD=Found 5/8" Iron Rebar F.F,E.=Finished Floor Elevalio OH--OH--OH-= Over Head Wires X--X--X-= Chain Link Fence R.O.W. = Right of Way 0--O--O-= Wood Fence Q= FPL Transformer Pod PL=Value as platted R = Radius of curve L = Length of curve Del of of Curve EAS. = Meosured CONC. = Concrete C.P.= Concrete Pod EB= Water !deter = PoWer Pole = Utility Box ®= We I Ln 0 0 O 0 C.nl � Y m U I O M L o o o O 0 SURVEYORS NOTES: 1. Unless other Wise noted only platted easements are shown hereon. 2. No underground utilities or improvements Were located unless otherwise shown. 3. This site lies Within Flood Insurance Rate Vap Firm Panel X 1,iopy12111CO283J Dated 2-16-12 4. Flood Zone shown hereon is on interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the Center line of Westchester Court as being N89'54'57"E according to the Plat described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shown ore per plot unless otherwise shown. LOT 55 BLOCK 41 '57'IW 57.00' Of LOT 64 11.83' o� N89"54'5 A FIX Kww z 0 0 0 CYI O W u.ar 11.83' o 0 1-Al. ,o CaNC - DIaVE FIX KS6666 wit ,w U O m M CD J 40' R.O,W-- 20' ASPHALT ROAD I — reRl WESTCHESTER COURT 'Ll."IN Sri6ACKFE01 I 3712 Westchester Court Certified to: Robert James Corso & Hellen Christine Corso Countryplace Mortgage, LTD ISAOA ATIMA Laurie Rusk SeWell, P.A, Old Re ublic otional Title Insurance Company SCALE:1 "=30' Atlantic Land Desi g ns of the Treasure Coast, LB7468 764 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmall.com (772)398-4290 5 DATE: 6/1111 1 hereby cerlily that the survey shopn hereon is true and correct em1/1 and is based on actual measeurenls taken in the field, This survey meets the Vinimum Technical Standards of Chapter 5J-17 ,u ces+a Florida administrative code........... LeF James A. Cesiro g�� dTefae ,,, o„o;;,„a" PSM 5543 esA.=nlass4vasmantkU Jr. daizs0150e.:6 noa"6a ao 0 �, srnrn nr NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC Hcox:o" s SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL " srxv 'oa DRAWN: MC JC \ 2015-0468 DATE: REVISIONS 7 31 15 1 odd proposed home LAST FIELD DATE:5/29/15 v-' 1111111100 LEGAL DESCRIPTION: Lot 64 in Block 41 of SAVANNA CLUB PLAT PHASE THREE according to the plat thereof as recorded in Plat Book 34 pages 13, 13A through 13C of the Public Records of St. Lucie County, Florida. LOT 54 BLOCK 41 ABBREVIATIONS: SET = Set 5/8" iron rebor k�yith yellow cap marked "PSN1 5543" FD=Found 5/8" Iron Rabat F.F,E.=Finished Floor Eleyalio OH--OH—OH-= Oyer Head wires X--X--X-= Chain Link Fence R.O.W.= Right of way 0--0-0= wood Fence Q= FPL Transformer Pod PL=Volue as platted R = Radius of curve L = Length of curve Delp of Curve EAS. = Measured CONC. = Concrete C.P.= Concrete Pad ®= tter Mleler over Pole = Utility Box db= Well SURVEYORS NOTES: 1. Unless otherwise noted only plotted easements are shown hereon. 2. No underground utilities or improvements were located unless otherwise shown. 3. This site lies within Flood Insurance Rate Val: Firm Pones X Vop#121lICO283J Dated 2-16-12 4. Flood Zone shown hereon is on interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the Center line of Westchester Court as being N89'54'57"E according to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7. All Lot dimensions shown are per plat unless otherwise shown. LOT 55 BLOCK 41 AUU272015 1i _ r0. RSabe S89"54'57' W ,o 57,00' *N;a RSaaa, Oka 6' P.U.D.E, m o 7.50 � v LOT 64 n / Y6.67 o Z W--4 O� S c::)tQ 0to 8.00W W � t Y o m o '4 s S 'craSMES Q C14 FEAR to C3 o o u.Of 11.83' o 1- � ZNG Lq O O o TECY L.: O lV 13.3S 22 84�, O _ s W 7.50,' r113S _ + DRIVE � O O Q O O J lD. R51f44 k��' r0. RS3358 co N89*54'57"Ej 57, 0' . _ 40' R.O.. - 20' ASPHALT ROAD tan.) 1 #k0�W � _ V0� _H asu'srh 147.aa' WESTCHESTER / COURT jp�3 SITE ADEE LVRN PAINTED L copy A�SSUMEO DANA40N = 10.00 LLL��� ALL ELEVATIONS SHOM HEREON ARE BASED ON AN ASSUMED DATUM 3712 Westchester Court SCALE: 1 a=30' Atlantic Land Designs 1 15 of the Treasure Coast, LB7468 DATE: 6 / / 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 DRAWN: MC\JC Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 2015-0468 ALD5543@gmail.com (772) 398-4290 DATE: REVISIONS LAST FIELD DATE:5/29/15 Certified to: Robert James Corso CountrvDloce Morlaaae. LTD ISAOA A hereby cerlily that the survey sho*n hereon Is true and correct Ind is based on actual meoseuremenls token in the field. This survey meets the Minimum Technical Standards of Chapter 5J-17 1, ruv 'lorlda administrative code Dlglwlly signed by James A. Cesiro "6"r'"' James A. 1., 1, PSM 5543 s DN: cn=lames A Ceslm Jc, ` Cesiro Jr. ,Atlantic Land Design, ou, y.''"'emall=ALD5543@gmall.com. c=U Date: 2015.08.27133122.04'OD' a ..vrnu NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL k LEGAL DESCRIPTION: Lot 64 in Block 41 of SAVANNA CLUB PLAT PHASE THREE according to the plat thereo as recorded in Plat Book 34 pages 13, 13A through 13C of the Public Records of St. Lucie County, Florida. I LOT 54 BLOCK 41 ABBREVIATIONS: SET = Set 5/8" iron rebor j�yith yellow, cop marked "PSfrl 554" FD=Found 5/8" Iron Rebor F.F.E.=Finished Floor Elevalio OH--OH--OH-= Over Head Wires X--X--X-= Chain Link Fence R.O,W. = Right of Way 0--O--0-= Wood Fence Q= FPL Transformer Pad PL=Value as plotted R = Radius of curve L = Length of curve OZDelta of Curve . = �leosured CONIC. = Concrete C.P.= Concrete Pod ®= Water deter = Power Pole = Utility Box 119= We I I SURVEYORS NOTES: 1. Unless otherwise noted only platted easements ore shown hereon. 2. No underground utilities or improvements Were located unless otherwise shown. 3. This site lies Within Flood Insurance Rate Frio Firm Panel X Vopg12111CO283J Dated 2-16-12 4. Flood Zone shown hereon is on interpretation by the surveyor and is provided as a courtesy The flood zone should be verified by a determination agency. 5. Bearings shown hereon are based on the Center line of Westchester Court as being N89'54'57"1 according to the Plat described hereon, 6. P.U.D.E. denotes Public Utilities and Droinag, Easement. 7. All Lot dimensions shown ore per plat unless otherwise shown. LOT 55 BLOCK 41 ra. Ral+se _ S89-54'57'IW 57.00' _ra rtsaxe N 7,5A'V 1 6' P,U,D,E,29 im LOT 64 ML 11,83' Z O -26:67-wN o8 O O �! y 1 O O i V ` 1.00 C� CT 0 CD 71I CAL4 v x Fri O w La m m o _ m ItAP 11,83' M O I O O o P O G O ra Ksssas N89054'57r'E) 57. 40' R.O,W-- 20' ASPHALT ROAD I — Iaa> I N esDr'eYy 4aras' WESTCHESTER COURT 11 cltid, 3L 113AU f1 : vA4T MES- Gi!p SIl 3712 Westchester Court Certified to: Robert James Corso & Hellen Christine Corso Counlryplace Mortgage, LTD ISAOA ATIMA 1 "=30+ Atlantic Land Desi Designs g SCALE: NI the Treasure Coast, LB7468 Laurie Rusk Sewell, P.A. Old Re ublic ational Title Insurance Company DATE:6�1�15 1 hereby cer l i ly that the survey shown hereon is I us and car recl and is based on actual measeur ements taken In the field. This 761 E Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: DRAWN: MC\J C P.O. Box 1421 Jensen Beach, FL 3495E ALD5543@gmail.com (772)398-4290 survey meets the Uinimum Technical Standards at Chapter 5J-17 " �< rlorido oanlnlstrotive code. `vI 'F�r", 2015-0468 PSM,5543 James A. Cesiro. glg'��';,'me..hy.ame o Rtlennc DATE: REVISIONS nd o storm a Jr.J r. b tcasa.aaza nae:ae wroo' E sr^tr,N NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC °<oxton a�a SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL 7 31 15 add ro o— home+ls".=F.=mau=^ LAST FIELD DATE:5/29/15 SCANNED BY St. Lucie County SET-UP MANUAL JA;OBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 NOTICE These specifications and drawing are original, proprietary, and confidential ma I Is F Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for p purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 4 MANUFACTURED HOME SET-UP NOTES 56 *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO. INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10% THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 .0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/e'IS MA%IMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES T IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOTICE THEE SPEOACATHxS AND DRAWNG5 ARE DRANK BT. O.A. DA 11-21-06 , El SO P.O. BOX 368 UMNAL PRO�TART• = OMMM - MATSIMS OF ,MLOBgM MANWACTUIRIG D DRANWG TITLE MANUFACTURED HOME ❑ ,I❑ INC 9" MATEMS ARE PROYM TB THE SET-UP L, ❑❑❑❑ SAFETYHONER(OR.Z ) FLORID 34695 RXFW RE DML ANDLO FROM pMn TF1E (10-08-08) DRANING NUMBER: SU-01-0001 NO FRAYS 0111 9 i 11lEATFD UIM (S1); NOIE j11) PIER CAPPED VIN SCiID CCHo6.TE BLOCK (a 'r TRICK) If X 6' X 16' mo YAS E BLD06� TYIH OPEN GEMS MCAL SEE TABLE 1 FOR IS RXNE SM AND SPAM SPBSICAmams (PAM 11) (SEE 93-U FOR 16 X 16 PRECAST PER PAD SPACING) SEE NOTE 04' RENOXE ALL ORCAFBC NATB3AL AND RACE PAD ON SIMILE SM BOO FROST LINE PER LOCAL CODE REO UIDEI 1S IM-DOO SIRAPS ATTACHED--N TO � TTfm COMIDIS CH EACH SECTION 10 BE CONNECTED TO A DOUSE HEADED ANCHOR SHE NOTE LIM,Tid!1)0 SEE NOTE 12 J NOTE j3 DETAILS "A" AND "B" —SEE NOTE /1 DETAIL 'A' (DDNIN9ON vAIRS 1B01 MAX ALOWABIE SOIL BEAM) +0 CAPPED V M S41D 7. CONCRETE BIACX (a X' mm SXB'X16'MID MASONRY 8. EAM ROI OPEN CELLS IM AL (SEE HOTS p FOR MAIL PER H13MM AND DETAIL AB04E) 9. 3E TABLE FOR PER TOOTER SM AIR SPACING SPOOSICAII(I S 10. (PAGE 10) -IEMOXE ALL ORGANIC MAIEMAL 11. AND PLACE PAD NE STABLE STA BETA FROSDUNE PER LOCAL CODE (igIDtE1BN15 DETAIL 'B' Inumsm vAIM VITH NAY JACOBSEN HOMES P.O. BOX 368 MWEI SAFETY HARBOR FLORIDA 3095 MORE (7D) 726-1138 V�GEIVSF.<`, No 484 STATE OF :Qj �R1Qp'N Arrc� E:Ee r • IN 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') ALL FOOTING CONCRETE -TO -HAVE - COMPRESSIVE STRENGTH. (le') - 3000 PSI (MIN.) PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS To OVERLAP 12' MIN.) PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL. ETC. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS APPROVED BY Revised 14Dec 17,2008 00oINC. FEDEN NCNUFACNNED HOME CONSMMON AND SAFELY STANOARDS DETAILS 'A' & 'B' SU-01-0001.1 1 (12-15-08) AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION 11111EN CROSS -OVER SUPPLY DISTRIBUTION BOX) / DUCTS SHALL BE MADE PER OTHER DETAILS. O O `/ 00 I CEILING BOARD L--- PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISERS) (SUPPLY DUCTS) AR HANDLER - A/C SYSTEM (AR HANDLER, ETC A SUPPLED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW S NOTICE URAYM By-' HOMEOAE REV. LETTER: n�SE SNECRUTMS AND DMWS AK C.L.Y. 3-21-95 aRMUL PROPFWTARY. AND CONROONML ORAXANG 8 P.O. BOX 368 MAIEIBALS OF JACOBSENN MNAJFACRII NG HANDLER CROSS —OVER „ Olt SIW MATERMS ARE PROMOFD TO M SAFErY HARBOR, FLORA HONE (813 7261D 138 WT CWMION Ala�BdL (RE DRAMNG NUMBER: SU_AC-0100 55 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL 3. NORMAL BOTTOM BOARD REPAIRS HILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ JACOBSEN HOMES NOTICE PI5ESPECIFICKMON5AND OWINGSARd un'mn u,. D.M.T. u,s,c. 10-31-01 .• _...._ DRAWING TITLE: BOARD P-TRAP ACCESS 0�1F0 dIGINA1, PROPRIETARY, AND Co010UfML OF JACOBSENARE D IB P.O. BOX 368 TO ROVMCILFTHE INC.1SE7✓LVtS �0 INC. SUCH ff BOTTOM DRAWING NUMBER SU-15-0010 ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FIMATERIALS M 1 IOPr CRFUNTAL AM SWU FROM OTMA6 (10-08-08) 54 Jacobsen Homes Load at Frame [each 1-Beam location], Perimeter Isldewell area], and Mating Line for Human Roqulring Perimeter Supports fin Pounds] - ALL WINOZONES, ALL EXPOSURES, ANR ALL FLUOR SYSTEMS (JOIST S seed Maximum Spacing Location South Roof Load Zone (20 Pat) 12ft.Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Une 21U 2604 30" Eft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Une 3246 3906 4566 Sft. Frame 2520 2920 3320 Perimeter 2404 2844 3284 Mating Une 4328 5208 6088 SO it Frame 3150 3650 4150 Perimeter 8ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Une 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, If different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewail areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement fd R) > - Fcomii iU,anubcV=d (� �n 4-.: _'.:. ,rI er not shown for clarity cut out) uppers above 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10" ) from the outside edge of the floor system (sid ewall side ONLY) when a minimum 40 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten Inches (10°) maximum set backis measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may he applied to ALL floor systems and ALL floor widths, ALLJoist types and ALLJoist spacing in ALLwindzones and exposures. 4. Also refer to SU-01.0005, SU-OS-0005.1, and SUM-0005.2 S. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. 3 �� \\G�.•'' \57'E 'f 3 • ��•P�G No. RF0.;O PE10505134 y STATE OF ; V/ ''%.GAF'• �NDIAN?,':'G�=cc SU-01-0001.2 Ir�..r a F e:'Cll ?•'rn'llli'2.CC1a4 Jacobsen Homes Footing Capacities 81n. A 16 In. force Stahl pier 16 In. x 16 In. (double stack) pier Soil Minimum Minimum Bearing Foolin8 F°°lmg llnreinfmad Wreinforcsit CaOanlity Sire It..) Area (ies.( M.A.S. Footing —1-In plan Maximum Footles, ca.Nmplo. (Psll Capacity lido.) Capacity(lids.) minimum thickness hn.) Thickness (in.) 16 A16 256 11600 6 1.600 6 20x20 400 2,600 6 3,600 6 Call. 24 A2e 576 3,700 6 3,70 6 C 30.30 900 S,6W 8 5,800 6 O I6x36 v,x96 ],900 IO 8'1w 6 83 a 63 1 1e l0,]CO 10 10,700 10 48ae8 Pace 13.100 mu, . 12 13,600 10 16 x 16 256 2,500 6 2,500 6 30 x 20 ao 4,000 6 4,000 6 d24.24 576 5,600 0 5.700 6 O O 30.30 900 e,s00 to 8.900 6 N 16.36 leeks 12.400 10 izw 8 62. a2 1,768 16.500 a 16,BOo mass I to As A68 e,304 21.3W elS j la 21,600 Ner. . 12 16.16 Par 3.60 6 3.800 6 20.20 300 Slaw 6 5,300 6 d O 2A.26 516 7.600 8 ].]w 6 O O 30➢30 900 11.7001 - 10- 11,9w 8 N 36.36 P296 16,7w 0 16,900 10 42x42 1,764 31,70 18 21,7110 a 16x 16 111 Stand 6 4,3w 6 4 20x20 aw 6,700 6 6,7w 6 Q 24x 24 516 9,w0 ^ 8 9,71do 6 N N 30.30 900 14,800 Ierx 10 l.M 8 36.36 1,196 20,200 n . S 33 21", 10 - 16.16 no 5,20 6 5,2110 6 6 20.2. 600 811110 Iree. B 8,1w 6 1 O 24a34 576 111500 me.. 10 13.7100 6 O M 30x30 9w 17,80 33 MIN 8 36a36 leaks IS,Aw maree. IS E193", a SO aF 16.16 156 ],and 6 ],Ow 6 20A20 A00 10,8w 8 10.9w 6 '�1l O O 24x34 576 15,Sw 10 15.Ew 8 p r 30x30 9w 23,3w 12 2a,1w exer, 10 1. the foote, sixes downer¢ for Square pads and are based On In. area (in 'I $hear and benJing required for the loads shown. Other :onfigeateons, such as rectangular or Snorer configur9bns, an be used, provided Neak. and depth a ,.at or greater than the area )no depth of the Square footing shown in the table, and She dislanm From the edge of the Aim, 10 the edge M the foaling Is not less Than The thickness of the footing. 2. The 6 in. ost in -place values on be used for S in unneerdofad precast concrete footings. 3. The opacity values listed have been reduced by the dead load of the concrete feseeng. S. Concrete block piers most uotacted their Past®r .,at, of 00Olids for Bin. x 16 in. Single stack block and 16,00J Its for 16 in. x 16 in. Jcub:e stack block 5. A registered professional engineer Or registered archdee shall prepare thedesign, if the load noeds the opPaty'or Single or double Soh mnnplp bloc ,net zhwm'm foonote S. 5 On the frame (I-beam) a Single stack block per shall not exceed 36'high (see footnote a her mamno. apantyl and a double stack Week wish interlocked bloc:, shall per exceed 67' high )see footnote S for maximum capacity), When installed along the perimeter or the Tram pg line a Single stack black pier Shad not exceed Sae in height (see fvereak a for maximum carraciF/). Any piers that exceed the rate%specified an this fopmme shall be designed by a registered professional me'unter or regstered arl ] leered (osl-m-pbce)mpre.Per concrete footings are appropriate for all Soil types. A85 plastic reminds loads) Shan only be used in cord -re with the pad manufacturer s instruct ons and must be arltied for use in the sod haesifiotmn at the Site, listed end Tabled for the required load aoabty a SU-01-0001.3 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTc,.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE urtnnn or. S.A. onic. 6-6-94 u, .. ❑❑■❑ ORIGINAL PROPRIETARY, AND CONDDEMNAL DRAINING PRE: ❑„❑ P.O. BOX 368 SENARE ROMM MANUFACTURING INC. MATERIALSOF MATERIALS INC. SUCH MAFFJACO ARE MANUFD TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIDENT& AND SECRET FROu ORERS DRAWNG NUMBER: SD-15-0002 PHONE (727) 726-1138 MOBILE HOME SET-UP Affl 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. LOCKING SEQUENC 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS.#5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4. IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVEUNG MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑ JACOBSEN HOMES NOTICE: TESESPEDRICATIONSAMDRAWISARE 018GNAL PROPRETARY, AND Caim1RAL DRAYM BY: O.A. DATE: 06-06-94 REV, IETiQC n TITLE ;� P.O. BOX J68OBILE MATERIALS OF OLOBSEN MANUFACTURING DRAWNG HOME SET—UP 2 INC.T FDOR qTE /H` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 SPEECM O AM 01 mfIDEmL Am SEW Hell OHM DRAWNG NUMBER SU-01-0002 (09-30'08) 5 5 SEE NOTE #6 SEE NOTE #7 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 117 NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DAM REV. LETTER: THESE SPEGRCATONS AND DRAKANGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL PROPRIETARY, AND CONRDENRAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MAMMALS OF JACOBSEN MANUFACTURING DOUBLE WIDE BLOCKING INC SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34595 REOPDNT FOR SPEMC PURPOSES AND MIST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 728-1138 KEPT CQNHDDCP9 AND SECRET MOM OTHERS SU-01-0003 6 5 SEE NOTE #2 4 2 1 5 5 3 SEE NOTE #2 I r SEE NOTE #4 I NOTE #1 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT -SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAINy PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) TYP. WATER HEATER � r PRESSURE AND TEMPERATURE I !Y/ RELIEF LINE II TYP FLOOR SYSTEM �I II I II I II TO BE SUPPORTED 4'-0" O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED TYP. I -BEAM AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ ❑❑■❑ORIGwAL ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 S�PHONEK(727) 7FLORIDA 138�95 N01C� THESE sPEaRGAnas ANDauYwa AREM.T. PROPRIETARY, AND Cg1K0FNML YATEWAIS OF JACOBSFN YM'IlFAC1UPoNC Na Eua uA1F1iINS ARE PAOVmFD tO lIE ¢Pf �Fmmm�ila � MOM o�n¢15 Y"""" ur: DAIL: 03—OS-07 OKAYING 71T1E: ,1 I r W H P � y �WNG NUMBER: S IL 1 51 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. JSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: DNAWNtli: Alt: THESE SPECIFICATIONS AND DRAWNGS ARE R.R. 01-21-00 �Id ORIGINAL PROPRIETARY, AND CONROENTAL DRAWING TITLE: / P.O. BOX 368 MATERIALS OF JACOBSEN RE MANUFACTURING INC SUCH MATERIALS ARE PROMOS➢ TO INS ELECT. CLOTHES DRYER VENTING SAFEPHONER(72 )F726-113B4696 REOPONT KEPT CONFFIDDEENT& I SEPURCRET OAND THERS DRAWING NUMBER: ( SU-15-0001 50 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE N0� I f SEE NOTE #2 �- SEE NOTE #4 NOTE #5 I NOTE #1 SEE NOTE 3 4 2 1 NOTCE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48' AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 'iCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑ ❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA }g695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND ORAMINGS ARE ORIGINAL PROPRIETARY, AND CONBDENTAL MATERIALS OF JACOBSEN MANUFACTURING INC SICK MATERIALS ARE PROMOD TO THE REOPRNT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENT& AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SD-01-0004 7 AWL REQ'D PERIMETER BLOCKING - ALL FLOOR W113THS LTIOSI ELMUNS IS IN ADDITION TO OTHER E LMUNS UEUUU M IN THIS MANWL -ALL TIM M WEOTH9 AND JOINT SIIZEM I rWNP,1100000 'II TYP. FIRIPLA nry ON IMEWALL Qi MAIBOALE WALL F HOST BEAM NOTEIED SLUNG REDRED AT 48' 0.G MAX RUB TO SU-01-0008 ANY SIRE TLO ANNOR SHOWHE AT SMIEWALL OR MARRIAGE WALL .. LINDER EAOI SIDE OF ALL EXfE01 \ ROOM LOCATED ON NIOEWALLS 2 OR MORE 46 I/Y NOW PMS M MLISHM AT EACH ENO AND EEIW®Y EAOI OPENING RECESSED AREAS REM PUS SPACED ESA' 0.0. MAIL (I6' OR LESS N DEPTH) FALL ENO OF RFC® AREAS RECM AREAS W/SDE BAY REM PIERS SPA® 6P D.C. MAIL THIS ALSO APPLIES TO ALL ENDWALL DAY WINDOW? L1NIM8 SUPPORTED OY A FRAME MER93M GARDEN TUB AT SIDEWALL OR MARRIAGE WALL 0 EAWN TES ALONG SIDEWALL OR MARRIAGE WALL (APPM TO BATH WNETS V OR 901D N LENGTH) (SAME 11=0 MAY BE USED RR MULTIPLE 46 I/Y MNDM) MAX ROLE LM I= SYSTEM NEST (MRA L TO SDEMAL OR MAI6EAGE WNIa RM IMAM PERMED RM . _......_.._ NE TETA- 7 REVISED 1. FOR TIE ADO110% SDODD REOURM AS IOCATED ABIDE USEIC T IC PER PIGS UK�j'—' 2 WYE IIGOOID UIFFR PERSEO JOSS ORTIM C OF TIE END Or 24 J= LWATED Al IC OADNL O M O CC MAR 20 2014 I OOGR I PUS ARE H A0OS01 TD ANY GM RUM PE S WHO LINING HE G 4 KISIM SDOSIG R IEOEED DW TAE RDORS (MARRIAM A WVW) Or 0.G VAX. d FeRIN•I ARARcGm+m m I FERS 11311 FOR PUKIER 9A'PORI MUST BE 16T40 Wilt TIE LWMOM PARAIA TO ME PEIOEIER RAL a �,. ° O 11 L 0 PUKE IFDOOIG IS MAW. ANY MATM LlE Gill SPM DEATERM+ R TIGNEWE , HM HAW HIBPUS PLM AT MAX IV 0.G DM T I8f' WE FIRS, 3E 3EX HE • •. RM TD 91-M-00MI NO SU-01-M2 FOR 2A FLOOR SYSIDS JACOBSEN HOMES NOTICE: MEN DECFICATM AID DRAYM ARE DRAWN BY: O.A. DATE 4-1 Z-OO REV. LETTER. P.O. BOX 368 ORMINA. PROPRIMIRY, AGO CMfDOlM MATERASOFAXSSMMAUFACIUISIG DRAWNG WILE ADDITIONAL BLOCKING SAiEPHONErY HARBOR, FLORIDA266-138 5 INC. SO MATERIALS AM FROMM N THE NOW PJFM �l DRANHG NIM3ft mFFmP�AM 9II= FOEM SU—DI-0009 (03-19-14 ) MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL. DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE NOT TO EXCEED O D 1 1/2 INCHES. C) APPLY DUCT TAPE- AROUND CORE AND C) ABOUT THREE INCHES. APPLY DUCT TAPE- AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET MiFTOVER FITTING. FROM ONE' DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE- AROUND JACKET E) APPLY DUCT TAPE- AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO Fitting or Coupling Band Clamp A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP-- AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 IN. W.G.) L HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE - LIMITATIONS FOR PLASTIC CLAMPS -. - - 3" Duct MIN. C)CHECK-CONNECTION-BYPULLING ON DUCT NTH A FORCE OF AT LEAST 25 LES. TO INSURE DUCT HAS BEEN --- - - ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX !!''!!�A�� FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED p 1 1/2 INCHES. C) APPLY DUCT TAPE- AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING EACH. D) PLACE CLAMP-- AROUND TAPE AND PLASTIC CLAMPS-, CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE- AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK ,y92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. •• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEL1FlCAlIONS AND DRAWINGS ARE DRAWN BY: S.A. OAS: 6-6-94 REV. LETTER: ❑❑.❑ ❑"❑ ❑❑❑❑ P.O. BOX 358 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL. PROPRIETARY, AND CONnDER➢AL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS AR E PROVIDED TO THE REOPDIT FOR SPECIFIC PURPOSES, AND MUST BE REPT CEMO N1IA AND SECRET FROM OTHERS. DRAWING TITLE: MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: S11-13-0010 49 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER "Y J FITTING MR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES THEE �EOFlCANOTICE: RONS AND DRAAINGS ARE DRAVM BY: O.A. DATE I 06-06-94 FLV. LETIER: ❑❑EF 1 ORIGINAL, PROPRIETARY, AND CONFIDFNIIAL YATERIAIS OF JACOBSFN MANUFACTUMNG DRAWING TITLE: WIDE A.C. CONNECTIONS / \ ❑,�❑ P.O. BOX 368 INC.mFx MATEMS ARE PROVIDED TO THEDOUBLE AH\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RER�IENF FOR SPEORC NI✓FM/A WST BE IOPT COI DWAL RD SEOU FROM DAEAS DRAWING NUMBER: SU-13-0001 ( 09-30-08) (APPLICABLE TO ALL IMPERIAL AND DtLORO COTTAGES $TH 184% FLOOR ► 0THS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD UIN. 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# , e ,W� '�0 4YG E Als No 454�4—` Vie°. SY L E O ®eeeO4 O R T v? 9oaY'S' n n ALL "OZONES ALL EXPOSURES 2D PSF ROOF C-FL- 89.01 - 89.03 APPROVED BY TwDY2009 , . CDNSRDICTIONAND SWM STANDARDs JACOBSEN HOIVtES � DRAV+� UAIV Nev LL NtR: EME� ��� � ,� fyl,T, 03-02-09 �GT�yp'IAI�, re�aATegC� a4 - DRA Mill _ P.O. BOX 368 MCVA smE W1DaM5 Aaty Aw 40 0. PER. BLOCKING REOIAIREIIENTS SAFETY (7 7 706D113121 KtOl `�SEM" o�'TicEa� De iG Ew 48 9 PERIMETER BLOCKING FOR ISO" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.211 SPACING) [IMPERIALS AND DELORD COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS I& MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x5 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-000S FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE-FABRCATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOW ABOVE. 3. ALL 010 REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS i W � c MAR 2014 19 O O d C I L Frdcral Mmuf. ued m Q RomCOmMY " a And Safety Smnda ds JACOBSEN HOMES TIETEIiPBi1GANiNaaA*GRAwnAE °"""°�•YouNc """11-18-2011 MORAL PROPWARt; AND MIFF RIAL MATERIALS OF JACUB4111 DRAWING TITLE: P.O. Box MNNFACM7NG NC. SUCH MAC AM P� M PERIMETER BLOCKING IMP -DC FLORIDA 95 RORID SAFELY NE � FOR DNAWiNG NUMBER. (813) 138 1�MAL AM OW 110 MM SU—01—oOO5.2 03-19-2014 10 WATER LINE CROSS —OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES _ _ _ __ __, TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED --� AT PLUMBING CROSS -OVER ` WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: L CONNECT WATER ONES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULA➢ON AND SECURE TO FLOOR FRAMING MEMBERS WTH 1' X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WTH CLOTH DUCT TAPE OR EQUAL. *0000 JACOBSEN HOMES X 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1136 NOTICE: NEEESPECIRCATIONSAND DRAWINGS ME ORIGINAL. PROPRIETARY, AND NUFACRNTIAL MATERIALS OF JACOBSEPROPRIETARY.O COWCNRINC INC. SUCH REIOPIMT FOR TEl1MATERIALS NRPOsTs AARE ID MUST BE KEPT CONRDENTAL AND SECRET FROM DRIER& urtnnn or. C.L.Y. un D.: 10--23-95 DRAWING TITLE: WATER CROSS —OVER DRAWNG NUMBER: SU—IL=pgZD 47 a u UNVENTED W.C. DROP 3' i i O 3" X MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN i� (1) FIXTURE DRAIN 2" 2' ALT. �1 1/2' DRY VENT (SEE ALT... FOR UN VENTED i OPT. WET VENT W.C. DROP i ' CONNECTION) /2" 3" O D 3" VENTED W.C. DROP / TYPICAL 2' DROP ' INDICATES BOTTOM / 3" OF HOME i 2' 2' <3" L ROP 1/2" INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4' PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4' DROP FROM WATER HEATER 3/4" DROP / SECTION 3/4' ELL i i �3/4" THREADED INLET 3/4" TEE AND J FRESH WATER INLET FOR NOTE. 3/4" THREADED 3/4' ELL SING[ F WOESAND MULTI- THE TWO EXAMPLES SHOWN ARE INLET -FIELD INSTALLED WOES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4' CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATIDN MULR-WIOES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE 5ECTION TYPICAL FRESH WATER ENTRANCES t4 O / MINIMUM SLOPE ii 1/8" PER FT. 1 WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT ❑❑DE ❑❑■❑ ❑„❑ ❑❑❑❑ ,{ 7� OM JACOBSEN HOMES P.O. BO% 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIRCATMSAND ORAMNCSARE ORIGINAL. PROPRIETARY, AND CONROENPAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROIDED TO THE REOPrtNT FOR SEDRC PJRPOSES MD WST BE XEPT CONRDENTLLL MO SECRET FROM OIHERS. UXAWN JT: S.A. JAIL: 6-6-94 It' LtIItN: DRAWING RTLE. ANSET-UP DRAWING NUMBER: SU—)1-0005 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM b� FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL 6� FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES „ P.O. BOX 350 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTIC$ THESE SECMTM AND DRATEISS ARE O➢@IA. PROP Iivvr. DD CaMDOTDAE MATERAS OF JKYHS I MAMfACIUISO Olt SXN MAISM AIM PROM D TO THE PEO'FXI RR SECFC FMEM MD AM ME IOPT O DOTP/L AID SDIET RIOT MM COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT III, THE MARRIAGE LINE) A M.T. I 05-20-06 - - B (DI04-12) .00KING (PIER) LABELS SU-01-0006 46 TOLL (THIS BILMS TS N ADOMO N M 1L00(NG RUM N INS SE OETAL IYP. RECESSED PORCH ADDED I -BEAM UNDER Elma DETAIL PER IAaER AM 1-liAll� REAM POR01 REOINIE PM SPAM Be O.c WX ANO PEAS AT PORCH AS SHOTEH . .F.A TV. _PORC H ROORNG OUB DLE PORCH METER RAL' TIP. TE-DOTN STRAP (ME 011b DETO ( P0615) 647 O.0 MAX _ PIER SPACING AT MARMAGEYIALL NOTE- DISTANCE BERM EDGE OF PIER AND EDLE OF PORCH POST MAY NOT WODEPTH OF FLOOR JOIST (51/7) 5 - - - — TYP. PORCH Rim;. PORCH FLocR JOMf - DOUBLE PORCH FWUUFR RAL -(2)2X5PTxItUK BRIDGED BETIM 2 PORCH FLOOR JOISTS PER (e x 6A x 1C) 16' X 167 UK PIER PAO-` CROSS SECTION VIEW Al TIP. PORCH POST TYP. PORCH FLOORING _ PDADT FLOOR JOIST (2)2X6PFXlirVOL BRE10 BETTEBI 2 PORCH FILOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' R NOTES' LADDIROTAL BLDOmI6 AEOMNED AS Im1GlF0 ABOIE Nsx 16' IT 16' PFA PROS DL TOM PSF SOL MA01Y) A .. 2 LOCATE RWONO UNDER PERIMETER JOIST OR VAIN S 1/7 Or BA OF lS O.C.On! 3 pERMIEDR E LCI 15 REOXATD TINDER MICR AT EACH POST (61' °G MAX) T, ATIONTOT& ELOWID NEgIiMD AS NIOICAlED ABOIE UNDER CENTER OF ADDED 1-MU (SC OG MAX) S SEE ODOR DUALS FOR OTHER REWRED ROOM LAGTWKS 6. ADDED 1-TIIM AT PoROL/OLRIDOR ROLL MAY DIFFER 0131 FROM MAIN 80115E I- -BEAK. USE DETAIL TF ONLY THEN Q(OdM IS CR FLOOR JIXST DIRECTLY Lum PORCH POST PER WIDEN AMED I-fAM TIP. PORCH POST -(2)2X6PTXI5"181. BOOTED BEIM 2 Tw. TIE-DOW S1RM PORCH FLOOR JOISTS (SEE OTTER OETAIS) TIP. PEER (e X r x 161 16' X IC MOIL PIER PAD- CROSS SECTION ' VIEW Bl TIP. PORCH POST �,,NDX DISTANCE KIti�EFN EDGE OF LIP. PORCH Room 5 Itt �i PER AID ED(E OF PORCH POST PORCH FLOOR JOIST MAY NOT MEED 51Ir 2 %OB P BB) BtnvM2IO7'� TYP. )E-M STRAP PORCH FLOOR JOMTS (SEE O➢ER DETAO JACOBSEN HOMES NOS LEY =iW WCM YO 00%fOS AQ MAIULK WJACAp. AND MACTIN1Al P.O. BOX 36N W_ SUCH m dfitsA l MANfAGTO BE Bw Ole TODI lI VO f AN IRIRL7m ro L[ SAFETY HAR60R, FLORIDA 34695 IRYIBIf mP 9"6ELIIfia Aq M61 iE PHONE (613) 72f1130 ��=��am W� 12 L)NG)Y MINAL VIEW ET2 APPROVED BY ADec 13,2006 INC. FEREIUE ■AIMFACTUM NOYE CWMUCROM ANG SAFELY STY .m SU-01-0007 MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS F�l (V 4 DIRECTION OF FLOW FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING - PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE ' DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET—UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT 0 = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD _ - BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ �,{ JACOBSEN HOMES NOTICE: THESE SPECIBCAIIONSANDORAYANCSARE URAWN DY: S.A. DATE: 6-6-94 REV. LETTER: DRAWNG TITLE: ❑❑.❑ MONAD, PROPRIETARY, ANO CONFlOFNIIAL OF JACOBSEN MANUFACIDRING ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PRONDED TO ME SET-UP KIT. PL. FITTINGS I DRAINNG NUMBER: SU-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR BPEORC PURPOSES AND MOST BE KEPT COA610ENPAL 1N0 SECRET FHON OTHERS PHONE (727) 725-1138 4� PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES NOTICE, 1165E s>�lanas A10 mAM1Rrs ARED.M.T. DRANK BY: DATE 09-29-08 REV. LETTER; ❑❑■❑ ORPM M MT, ue � DRAWNG TITLE: _ ❑„❑ P.O. BOX 368 MAIFRIALS OF .M0065iR MANIIFA01GRiNG Ne SUCH MAT11M ARE PROVIDED TO nE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 3"95 PHONE (727) 726-1138 MQG FOR 9M RMI M AND VM BE a" 05I)DIM M SWU FROM 07HM DRAVANG NUMBER: SU-11-0002 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 co John C. Doeden, PE :*45484 `'gAbluF t* 15133 CR 22 Goshen, IN 46528 p'o SC Phone: (574) 825-76@�, p TAT OF , �0��s. C O R i�5,SiONA 44 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE -� - - - HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTRUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FDC AND A.SCE FOR 140MPH (3 SEC. GUSTS) ALSO MEETS WINOZONE � III EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 z a OF 10 PSF D.L. N D S01 RO. CAL1x NOTES .. . '''"{C`� L_.0 v�L�(..f 1. HOST BEAM WSTALLATION IS FOR ON-9TE STRUCTURE ATTACHMENT: APPROVED ,.•' tr! i �� APPROVED BY 9 YADE MAX AUTD ZONE 2 OR 12 WH EV. B SITES. ON 16' WDE MAX WM ZONE 3 OR 14OMPH EXP. B SHES Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS = ; AiINC' 24501 WIND ZONE 2, 2MOI WAND ZONE 3 / / 3 WALL FRAMING IS 2 X 6 SPf I6' O.L. S'FA. r_ OF FEDERAL IMANUCnON A D RED SOENOMf 9 F�O4` coxs7Rurn6nu+DsaFETr9FAxDAR6s 4. 48' O.C. PERWETER BLOCKWG REOUREO ON HOST BEAM SIDE OF HOUSE JACOBSEN HOMES nc9:socdrmaniWAA&W CRIla1N. PRWKTMY. A10 [OiNEf m MADMMLS Q AAf N MANIFACIU MC NJ PA BOX 366 MC 9101 MAXIULS ARE PROMM M DE SAFETY HARBOR. FLORIDA 34695 Kum m v PMmm No MEP E PHONE (727) 726-1136 . RDI �t A = Na" arty 14 T. I __ 01-10-07 ATL TO HOST BEAM SU-01-0008 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT-OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH. THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT AND CONNECT. THE "QUICK -DISCONNECT IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. °❑°❑i❑❑JACOBSEN HOMES 1P.O. BOX 368 ❑„ SAFETY HARBOR, FLORIDA 34695 ❑ PHONE (727) 726-1138 NOTICE` '""•"" "�: raXa 9'EWCATNN6 Alm DRAMM AM D.M.T. 3-22-95 WWI, PT`REGRY, MN C6NFNf11DAL DRAIMNC TITLE: PLUMB. CON. & GAS TEST MO SUM11ATOLNS ARE PROVIDED Mffl3Tiff W7 ON AR. NO SE�11 a1 � DRAx1xc xuMBETC SU.-,U1-0001 43 w EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WIjH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ME S.A. 6-6-94 ❑❑■❑CRIONAL. PROPRIETARY, AND CONFIDENTIAL MANUFACTURING DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONRDENPAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-09-0030 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM � HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI-WDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184*) WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL A JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 I4°TICE scESIUTKws ANo OUlN45 ARE WONAT. PROPRIETARY. AND COFIDQlDAL MATERIALS OF �ACOBgN MANUFACTURINGP.O. wG 91CH R SPIUM ARE PRESIDED US THE REOPBM l �EaIE PU8095 A10 LEAT BE 1¢Pf aAiDFE1Nl No SEORf Ria E71fR5 BY: D.M.T. DATE 10-10-OS REV. lEflEtt:,IrEg DRAWNG TITLE: TEMP. BLOCKING pRA1DNG NUMBER: SU-0I-0009 42 15 BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER MUST NOT EXCEED 1 /2" (THIS APPLIES TO ALL BLOCKING.) ❑❑❑O JACOBSEN HOMES NOTICE °x""" NT: RAIL KEN. IETIEK: nrtsE SPEDaICAnaxs Aw oRAWxcs AREO.A. 10-17—OS F�I ORONAL PROMOMC AND CONRDENRAL DRAWNG N1LE. MAT MJJS OF JACOM YANUFACTLM MO u HARBOR. Box ne M � w� ,M �� TO ME BLOCKING NOTE SAFETYONER(727) 726-1136 95 vPICtl FOINK xn � ROM D7RM DRAWNG NUMBER: SU—OI-0010 MOBILE HOME SET-UP/ELECTRICAL I —BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING- - - METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPERJ' L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I —BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑.❑ ❑\�❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFELY HARBOR, FLORIDA 34696 PHONE (727) 726-1138 NOTICE: WESESPEaFICAOONSANDDRAWNGSARE ORIGINAL PROPNE:TMY, AND CDNRDENRAL MATOOALS OF JACOBS01 MAWFACTUWNC Na s W MATMM ARE PROWDEO TO THE REOPMNT FM � PLAPo45 ARO MT BE KEPT CDNRMNTIAI AND SEW MOM OT04 UKAM NT: S.A. DATE 6-6-94 IRY. LE11EK: — DRAWNG TITLE: TYPICAL ELECTRICAL GROUND DRAWNG NUMBER: SU-09—OD20 16 a ELECTRICAL CROSS -OVER & TESTING PROCEDURES (_MARRIAGE LINE NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. D.M.T. ❑❑❑❑ JACOBSEN HOMES NOTICE. BY: DAE REV. LETQi: TNFg sPEDRunws AND DRAWINGS ARE 05-25-06 /-� ❑❑■❑ OFEGNAL PROPREEARY. AND CWRDDMI DRAWING TITLE P.O. R ❑„❑ MATEM OF JACOBSEN MANUFACNELECTRICAL CROSS —OVER PoNC IV SUCH MAITRIALs ARE PRm TO THE SAFETY HARBOR,, FLORIDAI 34695 INC.INCRXMR FOR WM RRap CS AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 (OPT CONRM7 M AM SUM TI M OTHERS SU-09-0010 (09-29-08) 40 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WADE FLOOR 39' 62" 86' 110" 134' 157' 144" WADE FLOOR 33' 53' 73" 93" 113' 133' 160' WADE FLOOR 30" 48" 66" 85" 103' 121" 184" WADE FLOOR 26" 42" 58" 74" 90' 107' MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LEIS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE I REQUIREMENTS T 4"TYP 17" OR 8' TYP I 30' MAX x (TYP) X X 4 Q NOMINAL 16" X 16" :2 SQUARE PRECAST T CONCRETE FOOTING 7 1 - EACH SIDE 4 X 8 X 8 SCUD 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS: (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN: ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. e WA- — F/ at - fS, 02 AApuuuunuq� NOTES: EN!Y•• ••. 4c ",,, 'ONOSTER DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND .•� NO, FO'•., % APPROVED EY SPAONGS. 910334 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END _ ABOVE FOR FULL LENGTH OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHARTIN OF PINC. OF HOME -O • STATE ;•� 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS % .0•am A AT MATING UNE OF MULIULE WOE HOMES. SEE OTHER DETAILS FOR TIE -DOWN REOLIREMFNTS. �� F.' .N .• W�RALLMANUFACTURED f`(HOME ��DS TRUCT4. 4yyy JACOBSEN HOMES THESE sKm CA710151AN DRA N ARE RN BY: M.T. T DATE 2 8-99 REV, U TIER: P.O. BOX 368 00MOd, PROPRETA". Alm OotfW'K MAIEWAS OF JACO MPNI1FAOl C D1c BICH MATDaA AJE PROW0 m THE D IVl DRAWING TITLE: 16" X 16" PIER SPACING SAFETY HARBIXR, FLORIDA 34695 PHONE (727) 726-1138 R¢ReR FOR FM R.W04S NO MET a 15PT Q1HiwO ANa mm FRDM OWF16 DRAWING NUMBER SU-01-0020 17 C. No 45484 1 ALTERNATE MAIN BEAM PIERO (� x 1f x 16' xouDj(odps¢ WSdFY BLoo157 MD I�tuR oe otwr OEdrEp) Um Mo 7000011 mFdR 4HDOIF AU WTmol (Sa PIER CAM, NATID � (3E NOTE j5) x 9 it le CEDED VAS04VB ' _ OTH WIN CELLS %olic I I CARD j�ITH Bx0 a ] x 1( x 8' IT 160 CEDED I kq* lam OTH OPEN CELLS METAL T SINGLE STACK BLOCK PIER (PERPENpiQlAR TO Ad( 8E aDJO LBS 411AA11(( OPACITY -SEE DOUBLE STACK BLOCK PIER 15,ODD LBS, CAPACITY (SEE 1(DTE 0 A R) 6' x ✓i x le Hmu* C h=x ELOOL IS qq% xORCIp(uL OTFSEIS RE rap TO THE 90TrW IF m To ApT EXCEED ijl. IT C I 15 H011O# CONCRETE BLOEXS AM SH* ROPIWAL aTSEIS In TOP TO THE Bpi OF THE PIERNOT EXCEED 1%% FLOOR WIDTH MAX. AXI U I-BEA PIER SPACING (CONTROLLED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 2428 LEIS 3488 LETS. 450 LOS. 5608 LOS. 160" *DE FLOOR 2661 LEIS 3838 LBS. 5014 US, 5191 LEIS 18e *DE FLOOR 2961 UM 4288 11TS 5615 In 6941 LOS PIER LOADS INCLUDE WIGFIT OF PIER UP TOCA 25P/ — ADD DIFFEREHM WIEN PIER WOKI IS @ULK NOTEI I1NIT OOT14S INa.UDES A 6. OWN" ON BOTH SIDES UAXIUUlk RTF DADS (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL SEATING PSF) L[gA; S164 x I6' PER PADS I�HTd USkG Ir x le PU4 1AMOTHER THAN CONCRETE K.YY ST BE UMSLED AND aRFL1Fp,TO EXCEED OR E1�PIER Z #0 u* PER PADS THEY Vus1 BE LISTED A CERIDEO TO EXCEED OR EOIAL 01N PITH CAPAOTK .1 spohc B[Afil IN CNG� ATE* A� M LENGTH OHOII� AT EACH L-BEAU AND UAnWU 4 ANY PIER9t0�KEHi11'SN ��eA,M 6Y VUST BE DESIGNED BY A P.E. O AAROHTECL 6 GAUP VUSST BE SAW LENGTH AND *DTR AS THE RBS dl �x THEY FM 6. m uS0) ToPERLO � T RyG 1�AN ICl/fAL OOR 2 OR 4 ► CH NGI� � CIE DDOL WAY DI 10 PSF APPROVED BY Revised N600Oct 17,2008 INC. FFDERAI NARUFAM consrmCTION AND WEN W naenos JACOBSEN HOMES "`"F°s- oA, 2-8-99 MR SI4OKAM6 IA AIRAM eeoRa 01 ALL MAIN BEAM PIERS B RD, BOX is�ipBkS 4'�$AFEpTY11 XAR` 0 j��D WA5 �Yp 4RdSH (G wyam i0-08-OB SU-01-OD21 ( ) MOBILE HOME SET—UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE - FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS —OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND ISO 2 N0. 1 N0. 1 1 NO. 6 200 2 NO. 2 0 1 NO. 210 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP *11EI JACOBSEN HOMES NOSSCE: DRAN17 BY: DALE REV. lE1RR: 1IILSE SPEalanaNs wD mArNOs wE: B.C.K. 03-30-1203GNw- PRafldLTmy. LID mFum fl& DRABING TITLED P.O. BOX 368 MATDEALS OF JACOBSEN MANUFACTURING SET-UP/ELECTRICALIV\SAFETY HARBOR, FLORIDA 34695 IECEiM FOR SWX RTERIU MIsIBS NO I MIAOM bf a PHONE (813) 726-1138 KEPT OOEMTK AM gOhT FROM OIIERS CRANING NUYBEIt: SU-09-0001 18 39 FINISH GRADE NOTES: MINIMUM HOME SET HEIGHT WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAMINCS ARE ORIONAL❑❑■❑ P.O. BOX 36B MATERIALS PROPRIETARY. ANDNOAL NUFACT INC. SOON MATERIALSFIC ARE PURPOSES AND TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA26-11 34695 KEPT CON FOR N'EEYIC FSECRET AND OTHERS. S. PHONE (727) 726-113B KEPI CONMENIIAL AND SECRET FROM ODRRi 19 B.E.M. 1 2-11- I MIN. HOME SET HEIGHT I 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 86 1/2- 110" SEE NOTE q4 SEE NOTE 1(4 144' WIDE FLOOR- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE a4 160" WIDE FLOOR-- 30" 48 112" 66 1/2" 85" 103" SEE NOTE q4 184" WIDE FLOOR-- 26 1/2 42 1/2" 58 1/2' 74 1/2" 90 1/2' 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS 3556 LBS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SQ.IN) MAXIMUM I -BEAM PIER SPACING _FLOOR MAXIMUM_ PIER SPACING (SOIL BEARING CAPACITY) _ WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOCR•• 54 1/2- 86' 117 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE b4 144" WIDE FLOOR•• 46" 73' 100" SEE NOTE q4 SEE NOTE #4 SEE NOTE p4 160" WIDE FLOOR•• 42" 66 1/2" 90 1/2 115" SEE NOTE g4 SEE NOTE #4 184' WIDE FLOOR.. 37" 58 1/2' 79.1/2- 101" SEE NOTE y4 SEE NOTE p4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS, 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETErY- ENGINEER APPROVAL: DAPIA APPROVAL: q6E CRIZS, I. PRE -FABRICATED 1 ' (`I• G( FOONIGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 9:.)i• 2. THE PRE -FABRICATED PIER PADS ARE 10 BE INSTALLED PER THE - APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET ME MINIMUM PIER CAPACITIES SHOWN ABOVE. -,.{0 : s1w E Cp OCT 1 Y 2111 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED 10 AS SPECIFIED IN THE JACOBSEN :' r� '• ' •. '�.� `' ' 14 HOMES INSTALLATION INSTRUCTIONS. ti'� '_,y,•�r .':y ' INC. 4. MAIL PIER SPACING 8' FOR UNITS VATH 8' I -BEAMS / 10' FOR UNITS WITH TO. OR I2' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME cnmim PuIONAND SAFETY STANDARDS JACOBSEN HOMES NOTICE: TREff SPECIDCAUONS AND DRAWINGSE ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING PRE: PRE -FIB. 16' 8 18 1/2' PIER PAD SPACING �❑ P.O. Box 368 o ATEIR . PROPRIETARY, AND CCf6R)TURNG 0Ch CH OF JACOBSER MAMEALIURTHE OIC SUCX MAIEIAAIS ARE PROMOED TO MC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REMMT FOR S VE = PWSOSES AND WSi BE KEPT CpIBOENIIAL AND HMET ROR OTIM DRAWWNG NUMBER: SU-01-0023 MOBILE HOME SET-UP 71EDOWN5 THERE ARE TWO TYPES OF NAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF NAND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING PMENT (STRAPS. ETC... EXPOSED TO WEATHERING( SHALL SHAVE ANRE STANCE TO WEORING IATHER DETERIORATION) AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS 'THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. STRAPS INCHESS WI EASHALL ND0.035 INCHEBE S PE 1. FINISH B. GRADE I STEEL STRAPPING. 1 1�4 IN THICKNESS. REGISTEREDS, CERTIFIED BY A REGISTERED _ PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953=91, STANDARD SPECIFICATION .FOR STRAPPING, FLAT. STEEL AND SEALS. ANCHORING NOTE' THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE- THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON ORT LL USE VERTICALLY TO THE T. I CAPACITY LREQURED FOR ANCHORS THE SSTRAPPING BEINGIRED. THE ATTACHE:). IATT CHED. SE LISTED APPROVED BY JUL N � LNG. as CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES. THE HOME MAY BE PULLED OFF THE SUPPORTS. r � i ..t4p 6-6-94 11owv: SU-07-0001 37 20 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT? RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL •'B" DETAIL "A" ❑❑❑❑ p JACOBSEN HOMES NOTICE: THESESPECIFlCAPONSAND DRAWINGSARE u^^^i• u' S.A. ••�•� 6-6-94 .._.. __.._... ❑�❑ ORONAL PROPRIETARY. AND CGVFIDENIIAL MATERIALS OF JACOBSEN MAMIFACMRING DRAWING TITLE: SHUTTER INSTALLATION „❑ �[__ P.O. BOX 368 INC. W N MATERIALS ARE PROMDCO TO THE ❑❑❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPEORC PURPOSES AND oust BE KEPT CONHDENTIAL MO SECRET FROM DRIERS. DRAWING NUMBER: SU-O5-O034 18" X 22" PIER FOOTER SPACINGS* MIN. 396 SOAN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WOE FLOOR-- 63 1/2" 100 1/2" SEE NOTE 84 SEE NOTE #4 SEE, NOTE p4 SEE NOTE #4 144" WIDE FLOOR-- 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49' 77 1/2" 105 1/2- SEE NOTE p4 SEE NOTE @4 SEE NOTE #4 184" WIDE FLOOR-- 43" 68' 93" 117 1/2' SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LEIS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) H 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) OOR•• 64 1/2" 101 1/2" SEE NOTE ®4 SEE NOTE #4 SEE NOTE q4 SEE NOTE b4 OOR•• A 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE ®4 SEE NOTE q4 OOR.• 49 1/2' 78 1/2" 107" SEE NOTE N4 SEE NOTE Q4 SEE NOTE #4 OOR.. 43 1/2' 69' 94" 119" SEE NOTE 84 SEE NOTE y4 ACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 En /o e NOTES: EN R •ry �. ACP +[i$A "ry' "' �! DAPIA APPROVAL S&E ckcc. o I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE IN THE JACOBSEN HOMES SET-UP MANUAL. r Q4 •**STE �2�tyCf�ST Elf •, r 'r. C - T Y (� • O� ) FOOTINGS SPECIFIED �� 2. THE PPE -FABRICATED PIER PROS ARE TO BE INSTALLED PER THE a ; 910334 T z APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM G = PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOTIPEMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN g "•�• A �. -�T� (Co.. '� HOMES INSTALLATION INSTRUCTIONS. PATH 10' OR .� •,.�•; I1�\ Il/-� ���WWW777 I I' VtATE. 4. MAX. PIER SPACING 8• FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS `� v, 12" I -BEAMS (24' MAX. FROM ENDS). MANUFACTU N O HOME JACOBSEN HOMES NOTICE: F RFAE 1NESESPECTICATIONSANDDRAWINRGSARE d BY: D.M.T.09-22-01 REV. LEIILK: DRAWING TITLE: PRE-FAB. 18' X 22" & 20" PIER PAD SPACING moo P.O. BO% J68 ORIGINAL PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGloop NC MILK MATERIALS ARE PROWDEO TO NNE DRAINING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 BEMENT FOR SPE= MPDYS NU MIST BE KEPI cawnw MI FHD SECRET IROM OTNFAS 36 21 1 C` ya !T R O m v z Y- r nG w :831131'A38 SZ00-(0-ns 838NfN ONVAY80 TND40 ROW LMS OW IMMMUMO WA 38 M ORY S350dMW OWks Wd IMw3R 3w 01 MMOM 3 STY Vn KOM i. 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ONIOddS 2131d m3e—I vinvmvH NI' S 8 L ZEt. 'NIYZ *SONI3VdS HH100d dEld „9T S SZ X „9T B /,T i Lla I 0 72M a r- 00 a k„ I .� Z I 7 4 l VF1 34 26" X 26" PIER FOOT ER SPACINGS* (MIN. 676 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH l000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2' SEE NOTE p4 SEE NOTE p4 SEE NOTE p4 SEE NOTE q4 SEE NOTE pa 144' WIDE FLOOR­96 1/2' SEE NOTE pa SEE NOTE pa SEE NOTE pa SEE NOTE pd SEE NOT pa , 160" WIDE FLOOR­87 1/2" SEE NOTE q4 SEE NOTE p4 SEE NOTE q4 SEE NOTE p4 SEE NOTE q4 IBa' WIDE FLOOR-- 77' 179 I/2' SEE NOTE qa SEE NOTE p4 SEE NOTE pa SEE NOTE qa MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 185. 14,OB3 185. 16,431 NOTE: UNIT WIDTHS NA TH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 ON TES• EN V L AIQl,. ,�{t� Q' �NST DAPA APPROVAL 7. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ,�`r F.q � �: FU 5£L° ff FOOTINGS 6PECIFlED IN THE JACOBSEN HOLIES SET-UP MANUAL. Q�G Np, '• 4, G_TV� (� Q 2. THE PPE -FABRICATED PIER PADS ARE TO DE INSTALLED PER THE 9103� ,, 5 MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM APPROVE BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIDED IN JACOBSEN 4V ' HOLIES INSTALLATION A •• STATE :•a[+ '•• OCT S I INSTRUCTIONS.Y �: •R �T 4. MAX. PIER SPACING B' FOR UNITS N11H 8' I -BEANS / IO' FOR UNITS WITH 10' OR INC 12' I -BEANS (2/' MAY. FROM ENDS). � I �f • FnF I 4 (IIF Fn F;F JACOBSEN HOMES NOTIC ' TMLSESPEanunas RAM! BY: D.M.T. DATEry6TRUG110NRiD SAF 09-22-01 Y r,N ffilm AND DRAwzcsARE ORIGINAL PROPRIETARY. AND CavF0LN1YL DRDRAWINGRILE: �� P.O. BOX 36e MAMMALS OFJACOBSEN YANUFALNPoNC INC."SUCHuArzaA(s ARE PROVIDED TO TICPRE-FAB. 26' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34696 PHONE (813) 776-1136 p[f FOR SP(CtC wiPOYi Uo "I BE AmrcaacExNawoY(ARsou onces. pRAN1ND NUMBER: SD-01-0026 LA 24 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.INI MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING N7TH ••• SEE NOTE q4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 56' 8B° 120'•a 120°a+ 120°•a 12A°•a 144° WIDE FLOOR** 50' 76' 103"ar 120'a• 120°ar 120°m 160° WIDE FLOOR** 45" 69 1/Y 94• - 118°a• 120°a• 120°+a 184° WIDE FLOOR" 40° 81° 83• 104'ar 120°a• 120°ra MIN. PIER CAPACITY 2597 185. 3896 LBS. 5794 LBS 6493 LBS. 7792 LBS. 9090 LBS NOTE UNIT WIDTHS WITH a INCLUDES A 6° OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (COflNERS YAY BE ROUNDED) TYPICAL PIER - - — FAAYE I�EAY ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD CED,Ce�PBB�am REF. CALC. PG. �, A C-SU - 19.01 oa00p m �'� DAPIa APPROVAL' NOTES: 1. PPE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE ro 71E CONCRE �_t SPECDIEDINTHEJACOBgEI HONES SET-UP YANUAL v APPROVED BY 21HEPRE-FABPoCaTFD NEA PADS ARE ro BE MSfAllID PER THESI:�f •� �, NANIIFACIUAER'S INSTALLATION INSTRUCRONS AND MEET THE MINIMUM s0�.°•�, ee PIER CAPACITIES SHOWN ABOVE. mm •. � �: ° � 00 '�' 1y, INC. 2009 1 ALL OTHER REOUIREMFNIS ARE ro BE ADHERED ro AS SPEfAFIED UI THE JACOBSEN ® AJ •• 0 p®0p0sBa®e0tee°��o`� , \,, , I V rcxcwu mvwrncnvNo none c°nstwniwexosumsraoums NONE INSTALLATION NSOiUCRONS 4. 4A)L PIER SPACING 8' FOR UM15 Yd1H 8' F-BEANS / 10' FOR UNITS N01110• OR 1Y I -BEAN£ (247 MAX. iR011 FNDB-USE 1/2 THE MAX PER SPACING IF THE PffA SPACING IS LESS THAN 48' QG). JACOBSEN HOMES NOTICE.` >� ,G,IM6 AIm DRA�Jcs ARE DRAWN BY; M.T. DATE: 11-23—Q9 REV LEliER: DRARVIC R7(E: x 17 X 22 PIER SPACING owcuuL PRONiR:TARY� AFD wRmLNlla NATDBALS a JAWBSE71 NANUiACIVRRIc — P.O. EN)X 368 SAFETY HARBOR. FLORIDA 34895 PHONE (813) 726-1138 RIG g101 WIDEAIS ARE PROY®FD 70 i1W R07i61f fW 9411fC FlIPOff9 AN wsr BE KEPT mlRmmuANDsaaFRCeIonBls IXGNDIC NUMBER: $()-Q1—QQ27 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS SITE INSTALLED EXTERIOR SIDING I� MATING LINE OF UNITS SITE INSTALLED CORNER PO°. SITE INSTALLED EXTERIOR SIDING n IT ❑❑❑❑ ❑❑■❑ ❑❑ ❑❑❑❑ „ JACOBSEN HOMES P.O. BOX 368 SAFETY HONER(0 R'FL261D 1384695 NOTICE: iHE5E5PECIDCAilONSANppRAN1NCSARE pRICINAL PROPRIETARY. AND [pNO0EN11AL MI MATERIALS OF JACOBSEN MAFALNRINC INC. 9JLN MATERIALS ARE PRDNOED 1p ME POT COIbIDENn9ALL N1lO Y01ET5iAW o1NERS urcnmv m: S.A. un ¢: 6-6-94 rzcv. tc ncrz: _- �F■■CCpp DRAWING 71TLE: EXT.SID.APPL. L N, DRAWING NUMBER: D _ D MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN NEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING. AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET-UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS 'NTH MIN. 7/16" X 5/8' X 16 GA. STAPLES OR 1' ROOFING NAILS 6' O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4lh Street North Safety Harbor, Florida 34695 OR CALL (B13) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECI1CAnCHS AND DRAWINGS ARE aa�� a,: O.A. 06-06-94 ORIGINAL. PROPRIETARY AND CONFIDD IAL MATERIALS MANUFACTURING DRAINING TITLE:ElEINU EXTERIOR SIDING APPLICATION I \ ❑,I❑ P.O. BOX 368 MATERIALS'MCOSSEN INC. SUCH MATS ARE PROVIDED TO THE /HV ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 SENT FOR SPECIFIC PURPOSES AND MST BE 10PT COt WfM AND SECRET FRDI1 ODURS. DRAVANG NUMBER: SU-05-0030 (09-30-08) PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE () LOAD SPANS Q SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 tbs. 3428 tbs. 4148 tbs. 4868 tbs. 5588 tbs. 6308 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. `r 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 Ibs. 3601 tbs. 4361 tbs. 5121 Ibs. 5881 tbs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ca 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 Sq. in. 'S93 sq. in. 670 sq. in. 03 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. co 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. a MIN. PIER CAP. 29751bs 3775lbs 45751bs 1 53751bs 61751bs 69751bs LOAD SPANS C4 SOIL BEARING CAPACITY CAPACITY PSF a.12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 183 sq. (n. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. GO 1 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. MIN. PIER CAP. 33751bs 42951bs 52151bs 61351bs F70551bs 797516s NOTES: O7 SEE DETAIL 'B'. PACE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. (1) SEE NOTES: O. O . AND ( UNDER TABLE i, PACE SU-01-Dow. Q3 FOR ALL UNIT WDTHS. USE 177 sgjn PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WOE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 3V. PIER TOOTER UNDER SIDEWALL OPEMNGS (MIN. 1D00 PSF SOIL BEARING REO'D) OI FOR PROPER LOAD SPANS SEE SU-03-0001. (-LOAD SPANS' ARE CLEARSPANS: PIER SPECIFICATIONS ABOVE ASSUME CIEARSPAR OCCURS ON ONE SIDE Or PIER ONLY -. IF MEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) (j)CHECK MTH LOCAL JURISDICTION TO DETERINE THE S00. VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. Pam......... -c� -, No. Fo'. 910334 :. -o A;TATE OF : 2F 20 PSF ROOF 10 PSF D.L. APP ROVED BY FEDERALMANUFAMRED HOME CONSTRU IONANDSAFETYSTAE81AND5 MAR 0 1 1999 NOTICE r Fn•aa'o r. B.E.M. unit: REV. LETIEFC JACOBSEN HOMES THEsE SPECUICABLAR AM DRAANOS 2-6-99 ■ P.O. BO% 368 CIIaNM. PRreRIEIARY AND CaEnx"BAL OF ACO MA1F1tlAL5 BSEN MANUFACTURING DRAWN(;RTIP PIER FOOTER SIZING CHART „ ARE PROVIDED FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 �gaip � K P VAt BE ORAMNG �' PHONE (727) 726-1138 KEPT Cpin[EI1nA1 NMI s"'C 'o" Own SU-0I-0030 32 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12—WIDE WIDTH MAXIMUM QQ @5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0' ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"—WIDE WIDTH MAXIMUM QQ 05 PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0. ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191(1) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0* ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615g) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: @ ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST UNE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3' OVERHANG ON EACH SIDE MAXIMUM. © CHECK PATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. pig, 02 �P•.•G�STEgF ••! 910334 `. crATF OF : of JACOBSEN HOMES THESE SPEORCA71QTs AND DRAWINGS ARE CRICINAL PROPRIETARY. AND Q1iDENTIAI MA1FAulS a YN AACOBMANUFAC c P.O. 80% S6B OYC 9101 MATUTA S ARE FRMIDED TO M I SAFETY HARBOR, FLORIDA 34695 REONENI FOR SPECIFIC NA9¢4S AND MOST BE PHONE (727) 726-1138 Wl CONFIDENTIAL AND SECRET FROM ORETS 26 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED EY IMINC, FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 SU-Oi-0040 I 4 I ------------ EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE 1 SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET-UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, ' NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME. BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS - COMPLETED BEFORE THE HOME IS -SHIPPED. LEAVE AMPLE ROOM. AT ALL TRIM FOR THE. LAP SIDING T0. EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET-UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 15 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON —� STARTER STRIP . LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: 1HESE SPECIFlCARONS AND DRAIRNCS ARE DRAWN BY: S.A. OWE: 12-22-94 REV. LETTER: DRAMNG TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ❑��❑ P.O. BOX 368 ORIQNAI. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUDN MATERIALS ARE PROMDED Tpj1 THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOFlENT FOR SROTID KPPOSES ANDJIU57 BE DRAMNG NUMBER: PHONE (727) 726-1138 KEPT CONFOENRAL ARB SEMET FROM'OMERS SU-05-0020 31 SHINGLE INSTALLATION SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" % 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8- X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT DE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. Ell] ❑ JACOBSEN HOMES ❑❑oo°❑ P.O. BOX 368, 901 41h ST. NORTH SAFETY HARBOR. FLA. 34695 PHONE (813) 726-1130 SHINGLE INSTALLATION © 6-6-94 RFVISIONS: I DATE: 12-21-94 A MOBILE HOME SET-UP DIM. 'A' DIM. 'B' MN #1 -COLUMN #2 CO COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑O ❑ ❑❑■❑ ❑❑❑❑ ,{ p JACOBSEN HOMES P.O. P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B. NOTICE: NESE SPEORCATIONSANOORAWNGSME ORIGINAL. PROI 00 CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVDEO TO THE REUPONT FOR SPBXTC PURPOSES AND INST BE KEPT CONFIDDIT9 AND SECRET FROM OTHERS UKAM BY: S.A. OATS 6-6-94 REV. LETTER: DRAWING TITLE- COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 30 27 SET UP NOTES (CLOSE UP) YOUR NONE Is EQUIPPED WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS) AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS -OF THE ROOF SHINGLES YATH-A-ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WADES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES NOTICE THEE ¢EOG RADNS AM DIARIG4 AM abONAL PKIPWAAY. AM camxNTIAI. MATEIDAIS OF MCOBSN YIMRNOTURRIC atAWN BY: M.T. DATE 12-22-94 REV. fET1Nt A R WING TITLE SET UP NOTES P.O. BOX 368 X DIG SOON M ATMALS AEE PROVIDED TO NE DRAWNG NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 DEER FORSPIM PLWM AM TAW BE A0 SE30 MOM colas m-1z PHONE (727) 726-1136 16PT a NFEUM 28 R EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I ^4r � um, � +mr � 4N ,u4. 4a .m, I 4, T4. un nm. m am, yn .y i 44r 4er COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S). TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WADES. mm Our i (SEE SU-05-0011 FOR SHINGLE ,mr 4�m FASTENING REQUIREMENTS.) COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. ❑❑❑❑'ACOBSEN HOMES NOTICE: THESE AND DRAWNMS ARE DRAWN BY: S.A. DIE: 6-6-94 REV. LETTER: DRAWING DTLE: ❑❑.❑ L PROMAPTNT MATERIAL AETARY, AND NAIL ❑„❑ P.O. BOX 368 OF NUFAC MATERIALS OF M AM RO D ED TO NG ANC YATFIUAAS AHEM TO 1HE RiE EXTERIOR ROOFING CLOSE-UP pRAWINC NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 ENT AND µM YUSr BE PHONE (727) 726-1136 KEPT O llkSPEMAN SEatETS KEPT CDNFNgITA AIA1 ffQEi Rroll O1NfRS SU-DS-DDi D