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HomeMy WebLinkAboutSet-Up ManualSET-UP MANUAL 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others, SU-00-0000 REV-07/14 MANUFACTURED HOME SET-UP *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/A IS MAXIMUM ACCEPTABLE " SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JAC O B S E N HOMES NOT THESE SPECIFICATIONS DRAWINGS DRAWN BY: O A. DATE 11-21-06 REV LETTER: ❑❑■❑ P.O. BOX 368 ARE ORIGINAL, PROPRIETARY, AND CGNFlDENTIAL MATENIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET-UP ❑„❑ INC. SUCH MATERIALS ARE PRONDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FEWENT FOR SIMM PURPM AND WST BE KEPT CONFIDENTIAL AND SECRET FROM OHM (10-08-08) DRAWING NUMBER: SU-OI -OOO� WAIN FRAME F-M- (MY PRESSLIRE muI� PIER CAPPED im SOLID CQIdiEIE BLOCK (& ,C INCK) If X r X 1C CELO MASONRY iROCI(S—� NEIH OPEN CELLS VERNCAL SEE TABLE I FOR PER FOOER SUG AND SPACING SPECIFICATIONS (PAGE 11) (SEE SLI-4 FOR 16 X 16 PRECAST PIER PAD SPACOIG) SEE NOTE It' ' DETAILS "A' AND "B" e b MIN ALL ORCAIBC MATE K--' \ AND PLACE PAD ON STABLE SOIL v BELOW FROST LIRE PLR LOCAL. CODE RE0111 EM19 5. SEE NOTE J2 DETAIL 'A' Me= vm s NIm MAX. MC IABI.E SOIL BUM) TIE-DOiW STRAPS ATFACLIFD-\ TD RIDGE BEAM COLUMNS ON EACH SECTION TO BE COWffCIED TO A DOLT E HEADED ANCHOR SEE NOTE J4 DOIIDLE E ADED SEE NOE /3 WOW SIMMYON ill) 7 � UIIm PIER CAPPED MIIDI SOLID CONCRETE an ML 4 TIDCK) B' X B' X 16' CELLED MASONRY BLOCKS WE OPEN CELLS VLIRDCAI. (SEE NOTE #I FOR Ma PIER TOM AND DETAIL ABOVE) SEE TABLE FOR PER FODTER SIM AND SPACING SPEC91i'd110N5 (PAGE 10) REMOVE ALL ORGANIC MAIM AND PLACE PAD ON STABLE SOIL BELOW FROSUI PER LOCAL SEE NOTE 12� DETAIL 'B' SEE NWE R "mm VMS wm MAX ALLDNUBLE SOd BFJIRgLG g p B O i 6 8 p6`BA Na 4844 o-_ JACOBSEN HOMES P.O. BOX 3611 MWEI SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 s®° TATE OF o04f 0 0 0 m®o t� °° O R DI THESE VEOM e 5 AbD iPAMM AM . UML PMFMa NIL CCIF OM L NAMUS W JACC M MAWFACIIA 0 Na am HAli1 U ME PRQYCFD 70 f1E EPr COMM AM SM = 01HH6 I I. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I —BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. 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.) 5. 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-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. 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. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND F1TTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6- WIDE AND NO MORE THAN 1' IN THICKNESS. Revised DecIN 114 17,2008 iNC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A.DATE 09-07-93 Kv LEnm DETAILS 'A- & -B- A SU-01-0001.1 (12-15-08) K, I a.d F,-.c F'edetal rb:anl!lac:'Jw Cd .� Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sldewall area], and Mating Line for Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST SIZES] Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 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 sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 1 2 3 4. 5. 6. Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 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 often inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL wincizones and exposures. Also refer to SU-01.0005,SU-01-0005.1,and SU-01-0005.2 Refer to other details for pier and pad sizing requirements. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. No. PE10505134 . '• STATE OF LU OAF •�!�DIANP''UN 5/6/2014 3 SU-01-0001.2 Jacobsen Homes -e_- r-.-aAec 81n. x 16 In. (single stack) pier 16 in. x 16 In. (double stack) pier Unreinforced Unreinforced Soil Minimum Minimum Bearing Footing Footing Maximum Footing cast -in -place Maximum Footing cast-in•place Ca p y Size (in.) Area (in t) Capacity Pill.) minimum Capacity (lbs.) minimum (Pa'st thickness (in.) thickness (in.) 16 x 16 Z56 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 In 24 x 24 576 3,700 6 3,700 6 G O 30 x 30 900 5,600 8 5,800 6 O 36 x 36 1,296 7,900 10 8,100 8 ,4 42 x 42 1,764 10,700 xose 4 10 10,700 10 48 x 48 2,304 13,100 1,10• s 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 suers 24 x 24 576 5,600 8 5,700 6 a O 30.30 900 8,So0 rate . 10 8,900 8 O to 36 x 36 1,296 12,400 xet. 4 10 12,600 e r1 42 x 42 1,764 16,500 nose . 12 I6,800 nos.. 30 48 x 48 2,304 21,200 Hate . 14 21,600 n.t.. 12 16 x 16 256 3,400 6 3,400 6 20 x 20 400 51300 1 5,300 6 ul Q 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 ore . 10 11,900 8 N 36 x 36 1,296 16,700 "ore . IS 16,900 as• . 30 41 x 42 1,764 21,700 . at• . 18 22,700 •t. 4 12 16 x 16 256 4,300 6 4,300 6 'A 20 x 20 400 6,700 6 6,700 6 C O 24 x 24 576 9,600 .te 4 " 8 9,700 6 C3 to' 30.30 900 14,800 nou 4 10 15,000 8 N 36 x 36 1,296 20,700 nit.. 12 21,400 xem. 4 10 16 x 16 256 5,200 6 5,200 6 •' ;`� Q • ( 10 x 20 400 8,100 more x 8 8,100 6 24 x 24 576 11,6Ix)N.I. 4 10 11,700 6 ,.. O � � C 30 x 30 900 17,111 x.r. a 12 18,100 N., x 8 36x36 1,296 25,400 • 14 25,900 10 � 16 x 16 256 7,000 6 7,000 6 uw• •$e, a' 20 x 20 400 10,800 xw. 4 8 10,900 6 ,tt� O 24 x 24 576 15,500 me a " 10 15'600 8 S v 30 x 30 900 23,300 xot. a 11 24,200 Now. 10 1. The footing sizes shown are for square pads and are based on the area (in'), shear and oenomg require. ror ume ,�•�, .,,�.., configurations, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the fooling is not less than :he thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead load of the concrete footing. 4, Concrete block piers must not exceed their design capacity of 8,000 Ills. for 8 in. x 16 in. single stack block and 16,000lbs. for 16 in. x 16 in. dcuble stack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6. On the frame (1-be3m) a single stack block pier shall not exceed 36" high (see footnote 4 for maximum capacty) and a double stack block pier with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When Installed along the perimeter or the -Hating line a single stack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity). Any piers that exceed the .tieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pad manufacturer's instructions and must be certified for use in the soil classification at the site, listed and labled for the required load capacity. 4 SU-01--0001.3 MOBILE HOME SET-UP NOTES: 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. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH [-BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH [-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 RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NDT1 AND D TNESE SPECIFlCATIONS AL1ALxNa ARE. DRAWN BY: O.A. DATE 06-06-94 REv. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATFRIALS OF JACOBSEN MANUFACTURINGP.O. DRAWING TITLE: MOBILE HOME SET-UP 2 A �Elt_]E]El BOX 368 W, SUCH MA7FRIAS ARE PRpy� TO.M SAFETYHONER(727) 726ID1138�95 nPT C T F APB � MM DRAIMNG NUMBER: SU-01-0002 (09-30-08) SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 5 3 �- SEE NOTE #2 NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 5 3 >- SEE NOTE #2 ...-SEE NOTE #4 --- I NOTE #1 N OTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑■❑ORIGINAL. JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. A. DATE: 6-6-Q4 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING ❑,m❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-0-1 -0003 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 726-1138 6 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 SEE NOTE #2 I _ -SEE NOTE #4 --_ NOTE #5 - I NOTE #1 I SEE NOTE 3 4 2 1 Nt1TEE E #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 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. UE-10001 JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFlCAlI0N5 AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMOED TO THE RECIPIENT'FOR SPECIFIC PURPOSES AND NUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE:P.O. TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 A OD'L REgIrD PERIMETER BLOCKING - ALL FLOOR WIDTHS ITHPJ /LOCKING M IN ADDITION TO OTHER ULOOUNG REQUIUND W THIS MANUAL - ALL FLOOR WIDTHS AND .IOM SDI IrR-1mosou— I TYP.FIREPLACES ON SDIEWALL OR MARRIAM WALL. HOST BEAM NOTE EPERbIETER LTLUNG REOMED AT 48' O.C. MAX. REFER 10 SU- 01-0008 IL ANY 81ZE TLO AND/OR SHOWER AT SIDEWALL OR MARRIAGE WALL 0- UNDER IAA SIDE OF ALL EXTEIUOR DODRi LOCATED ON /IOEWALLi 2 OR NORE 481/Y 1MNDMIS PIERS REOUIRIM AT EACH END AND BETWEEN EACH OPENING f� RECESSED AREAS REQIARE PERS SPACED W O.C. MAX (Ir OR LESS N DEPTH) EACH END OF RECEINi® AREAS RECESSED AREAS N/5DE BAY REQUiiE PIERS SPA® 64- O.C. MAX THIS ALM APPLIES TO ALL E WWALL BAY WINDOW/ IMAMS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT NIDEWALL OR MARRIAGE WALL. . 64" O.C. MAX I (APPLIES N BATH CABINETS 80' OR GREATER N LENGTH) I (SAME LiI..00INONG MAY l� USED FOR MULTIPLE 46 1/2' WOWS) j I CABINET/ ALONE /O]EWALL � MARRIAGE WALL • • SPECIAL BLOCKING NOTE FOR 15'-W U84'9 WIDE VXB FLOOR 6ErnUN5 ONLY) PERAEIFR WCIING IS EEOIIIED (MAl3tIAGE AND SDMIS) 9W ON TE 0 MAX SPACING DAPIA APPROVAL NOTE LER FLOOR STSIEM RRST (SNIEMALL TO SpETFAEL OR MANAGE WALQ BEFORE NSTNING PERBUR BLOOI(S Q ��� NOTES: w gBVISED -� I. FOR THE AOOnma BlDC w RFLUIED AS NDICATTD ABOVE USE W % it PER PADS MN. � 2. LOCATE BIMIG UNIIR PII3IEER ,OSF OR UM r OF 1NE END OF 2d AIM IDCATM AT IC QQ umm � MAR 20 2014 � 1 cmm Pets ACE N AoorEON m MY am Em PETS ALONG MATH Fla:. 4. M NW BLMG IS ONO IRaDEE TLE FIAORI (YARAU 1 a S EKW) W QC. MAX. 1 T1 S FUS UZ FOR PEAS M SUPPORT MIST BE NSF40 FISH THE I= WINSM PARAL.EL TO THE PEii>taiU RAL Q }fie ConRau�n 6. MEN PD'+KU BLO O IS REOUIOiO, ANY VATNG IJE OPEN SPAN 6iFJlTER TO IV, MIST NAVE NTBi =AT Pus And Snsay Sandmds RAM AT MAX 10 QC: EIOCEK IW UOE F1R5, SEE SPEX NOIE • •. NM TO Sl1-01-000 l AND 9"-DOO5.2 FOR 24 FLOW ST51 X JAMBSEN HOMES lion : 7NM S WIC AI1CIJ5 M MW M AM DRAW BY: O.A. A DATE �12-00 REV. 1E71ER , DRA*' Um' ADDITIONAL BLOCKING P.O. BOX 368 SAFETYHARBOR,`OR,I FLORID wTDa LS M M MATT9UIS ARE PROVM TO THE r RN o Ij 03-19-14) ORANl1C NUaBER IVT C AmPsm SU—01-0005 (APPLICABLE TO ALL IMPERIAL AND DtLORO COTTAGES OTH 104• FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER16 BLOCKING O.C. SPACING X 16 PIER PAD 17 X 25 PIER PAD MIN. 11000 PST SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 1 2950# �; G E f11 •° No 454 • • W� O mm o a. ® o � o � °SB�EOF i®� ,.° A, P •�QCI �w WdtT ALL Vp4DZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L C-FL- 89.01 - 89.03 APPROVED BY INIMay 07,2009 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOB6'EN HOIV�E,� "01�d DIUM a'F' OAIEt �1r IETTfR: �a s�cc►rrAno>rs �� ,� I�,T, 03-02-09 pti —�A4 rwav� tAtgAa� paA Inc nnb — ON P,o, eox ice VAIDWS Am ADD. PER, BLOCKING REQUIREMENTS SArETT HAR80R,JFLORID j 95 t t ►m tMPOgs A t pR G cacpn04C�p sect ot�as SU-01-0005.1 9 PERIMETER BLOCKING FOR 160" (13'-41 FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 10DU PSF SOIL. [EXCEPT AS NOTED ON SU-01-00051 [SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLUOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: DAPiA APPROVAL 1. PRE—FABPoCATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N 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 PER CAPACITIES SHOMN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. LL) '0 o MAR 19 2014 � O d C Q Federal Manufactured v Home Coastruction And Safety Standards JACOBSEN HOMES NOTTc>w AID ARE '"'' EYOUNG DA1 11-18-2011 K`" Lt "`�` Uww ' mmmo m ummAW= �� PROPI�iARY, � lAi. S OF JACOBSEN YANUURNGFACI - DRAVANG TITLE P.O. P.O. BOX 368 Ns. SUSS YA1� ARE PROVIDED TO PERIMETER BLOCKING IMP —DC SAFETY NAR(OR, 7ORID138 95 WT EA RO M py�yBNG NUMBER: SU-01-0005.2 03-19-2014 10 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 FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT h, THE MARRIAGE LINE) A JACOBSEN HOMES NOTICE: THEE S TNT AND DRA+� AFE DRAWN BY: M.T. Rd P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 OWNAL PROPRIETARY, AND CONFIDENTIAL WATERIALS OF JACOBSEN WANlFACTMENO . INC. SUCH WATEIEAIS ARE RTOWDED TD THE REQERT FOR SPE E RRIMS S AND MIST E DRAWING TITLE: BLOCK DRAWING NUMBER PHONE (727) 726-1138 IRPT CONRDDfl AI. AND SECRET FROM 01MIS 11 OAPIA APPROVAL- : 05-20-06 REV. LETTER: 'IER) LABELS B SU-01-0006 (D9-a1-12) ADDITIONAL RECESSED PORCH BLOCKING (NS BIOCXDIG IS N ADDITION 10 ROCIM RE001RED N iKS MANUAL) 61' MAX 61' MAX USE DETAIL 11 ONLY *8 Q1iRIGGM TS ON FLOOR JOIST SEE GETAL A. SEE DEFAL g DIRECTLY Um PORCH POST TYP. RECESSED PORCH F]DDER1at ITAtt ExTETDDR rut ADDED I-ffm LIM EXTENNIR uL — — 7 PER UNDER AQOED 1_ y NECE55ED PORCH REM PIERS SPA® 64' QC MAX PER UNDER ADOM Lm AM (A!A PEERS AT PORCH POSTS) AS SHOWN 64.O.C. MAX. PIER SPACING AT MAi FUGEWALL UDiE DISTANCE BERM EDCE OF PIER AND EDGE OF PORCH POST TIP. PORQT POST MAY NOT F)I O DEPTH OF 7VP. PORCH POST FLOOR JOIST (511t) 51 *MAX TVP. PORCH ROOM' TV. PORCH FLOORNG PORCH FLOOR JOIST DOUBLE PORCH MKTER RAL TYP..TE4M STRAP �� (2) 2 X 6 PT X it UK BRM BE7110 2 (SEE ORb DETAILS) PORCH FLOOR JOISTS P. PIER {e' x a' z � 16' X 16' UK PO PAD CROSS SECTION VIEW Al TV. PORCH POST TYP. PORCH FLOORING �� PORCH FLOOR JOIST (2)2X6PTYlf-VlK BRED BMW 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' PORCH FLOOR XRST DOUR PORCH MMM RAl3rmp. 2 X 6 PT Y 18' I@L D-01 0 BEIiYEF1F 2- . . TfP. ➢E-00161 STRAPRM FLOOR JOISTS (� OTHER DETAILS) (a' x a' x 161 16' X 16' UK PIER PAD CROSS SECTION VIEW Bl 7YP. PORCH POST f,NO7E: DISTANCE BE111fiFt1 EDGE OF TV. PORCH FLOORING 5 I/T Wl PIER AND EDGE OF P= POST P0Rd1 FT OOR JOIST MAY NOT Exco 51/2' (2B))22 XX $ PST X�18iMRL� TYP. TIE-m STRAP PORCH FLOOR d015T5 (SEE OTHER DETA A WNGIIUDINAL. VIEW B2 sisE,ir�� DETAIL 'B' NOTES: - �O iF1 ti C . 'c C L ADD1110NA1 BLOfOW REOIM AS INDMIM ABOVE (USE 16' X 16• PER : Off' PADS ON 1000 PSF SOL CAPACIT/) • j NOT. N64 2. LOGgE BLOCJa1C UNIV PEfAiIM JOIST OR WOW S 1/1 Or END OF IC at lilk 1 PEAf M ffig H615 REQUIRED No POW AT EACH POST (61' at VAX) {. ADGMU. Romat REOIARED AS NDICAiED AaOYE Q1OiR CENTER OF AOOED F-BEAY i v 11� Ir O S � OW was FOR OW REGM BLDDaHc MAIM • E�, . Y N 9ff FROM IWN HOUSE 4-BEAU / �Z l4=-APPROVED BY 0or*v" 13,2006 O I I'M Ii"I INC. FEDERAL NMUFAMPEO NONE CONSTRUCRON MO SAFETY STANDARDS 6 Am I-Bfm Ai rwm/nQEJtIOR WALL YA DIFFER rei /�r� SI�� �"r s Ell ti 110=m -'49_om% W DAM REY. LETiEA: JACOBSEN HOMES WZ>�MSAM _ AU U.11-2a-os cowu4, pFoFRKrm% 00 COIIF4019A1 bmwm RRE P.O. eox 36e YA11 m or �At:> =m APO BlOCJ(lNG !>w sm MAlffm AIL£ ro 71[ SAFETY HARBOR. FLORP A 34695 Im m m Firm A10 YRr x RAW NUHBER: PHONE (813) 726=n38 xm cow4um quo mu Few O* SU-01-0007 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 tI ti,, D C) John C. Doeden, PE * 45484 15133 CR 22 Goshen, IN 46528 5'o C 14 Phone: (574) 825-766a p STATE OF P W a a 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE —� — — — HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTAUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKNG ON —SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) ALSO MEETS YYINDZONE - 111 EXP. B LOADING FOR HRdIALLY ENCLOSED STRUCTURES- REF. PG. 07-0050, 07-0051 z0PSSFF ROOF 10 PSF D.L N D S 01 ff. GLC& •!f NOTES: DAPIA APPROVAL• 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: �; `.-��ti ii=l��; ,�il,.��i� '% APPROVED BY APPROVED 20' WIDE MAX WM ZONE 2 OR 12-NM EXP. B SITES, ON 16• WIDE MAX MND ZONE 3 OR 14NPH EXP. B SITES '' lJs:�: '��- ;, Jan 20,200 A r 2. SIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS = - N C 24501 WIND ZONE 2, 2MI VAND ZONE 3 OF . FEDERAL 3. WALL FRAMING IS 2 X 6 SPF 161- O.C. • S'TA<: r. ll � ¢ ;�- ' � ` �Q ` �`' 0�; C IONFAQURED Y STANDARDS CONSTRUCTION AND SAFEiYSTdNDARDS 4. 48'. O.C. PEFWETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE Frsj�; ;' JACOBSEN HOMES NOTICE r!� �t >HgSKCmmNtX"Q s Y' D.M.T. DAiE 01-10-07 REV lfT1ER DRAWWG BEL ATT. TO HOST BEAM M=AI. PKIWETARY. Am DOFi0E IK UAIML41S OF JACOBSEN MANF'ACWRPC — PA eox sfia „ 7Y HAR13M. FLORIDA 34695 Wn S" MAIMS ARE PROMED' 10 lK Rlc mt RN 2wc NIFm MOD mw BE SECKT mT FROM DD DRANING NJI48M. SU—OI-ODDB PHONE (727) 728-1138 . aft t AM 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE 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 -WIDE 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. HITCH NOTICE: DRAWN BY: DATE lO-lO-O8 ❑❑❑❑ACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. J ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: TEMP. BLOCKING ❑❑�❑ MA101ALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SUM RIRPOSFS AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT COMIRDOM AND SECRET FROM OH SU-Ol -0009 15 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" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 46" 66" 85" 103" 121" 184" WIDE FLOOR 26" 142" 158" 174" 190" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE::. REQUIREMENTS 4" TYP 7" OR 8" TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 co T CONCRETE FOOTING .14- T 16" MIN. EACH SIDE 4 x 8 X 8 SOLID 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 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALCS. e l v A-_ C} Gr Ct S G 2 �pttttunnrrgr� NOTES: �+� . F� ���� DAPIA APPROVALG�STERF 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND •. • ;! �•, No. •• APPROVED BY ;'�� SPACINGS. 910334 •; 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END T �e� * r * IN OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME �F �O'•. STATE W p INC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS % �Q•'• / P.� •�� I AT MATING LINE OF MULTIPLE WIDE HOMES. �, •'• N A .• FEDERAL MANUFACTURED HOME �ss CONSTRUCTXMSYTW4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. MAROS r JACOBSEN HOMES N `A THESE SPECIFICATIONS AH ORAMN ARE AWN BY: M.T. DATE 2-8-99 �v. LETTER: DRAWING TITLE: - 16" x 16" PIER SPACING P.O. BOX 368 ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS AM,� � DED TTO � D ILJI SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 C REORW FOR SUM NPRPOSES ANC LAST SE FEPT CONFIOOM MM SECRET nmu OTH n - DRAWING NUMBER SU-01-0020 17 N G. Dp f* V O° No 45484 °o $(IZZ �° ro STARTF o �000 `°.Coo R I �e;®ee ALTERNATE MAIN BEA11� PIDR� (r x lr "am (1(D �TTAR 09 OTOIIi TIEOiE1FD) �CAY 4r x S Ott PIER CAPPED WAIED w9b (SEE NOTE 16) x Er*T16 HVol CCus mo , 27 , PIER CAP�E�D3 tTH OOI�mm �I Pam It x Ir 1 166* MLED so Try MS SINGLE STACK BLOCK PIER (PERPE AR To AA t>fA j a000 LBs CAPAOTY-sa !(0)E p DOUBLE STACK BLOCK PIER 14000 LBS, CAPACmr (SEE NOTE 0 At 12) r x Et x fe HOLO* CONCRETE Ic= IS 9q% HOTA,jg11LIL OFiSETST E11igD i� BO OF THE PER w x r x 1e muo# cONfAETE ROM a TA OFFSETS FRW THE TOP TO THE BOr or THE P&R DUST NOT EXCEED 11t. FLOOR *DTH MAX. MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY POST LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LBS 3488 LBS 4548 LBS. 5608 LBS. 160" *ME FLOOR 2661 LEIS. 382 L IM 5014 LEIS, 6191 LBS 18e *DE FLOOR 2961 LBS 4288 LBS. 5615 LBS, 6941 LBS PIER LOADS INCLUDE WEIGHT OF PIER UP TO 250/ - ADD DIFFERENCE WiEN PIER WEIGHT IS GREATER. NOTEL UNIT WIDT14S INCLUDES A 6' OYMANG ON BOTH SIDES VAXIVA (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL SEARING PSF) e'ZONE ID (110 �IPH) ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. - U— 16' x le PIER PADS, 1�18EE U*G le x 16" L �R PI�A' OM TA TE Us+1c iGiED APPROVED BY IE KY T <E LISTED ANp CER TO EXCEED OR BE EQUAL N �F PL£R CAPAOTY Revised 2. ~THEN UAG PIER PAPS THEY VUST 6E LISTED & CERWED TO EXCEED OR EQUAL O1 PIER CAPACITx (INC.' ct 17,2008 3 START I-EIEA�1 PIER St+Apl� 24' EACH EDp OF THE HO, AT EACH 1-BEA�I AID �IAx+i�I� IN A N . SPACING 9* IN RE CHART AB* FOR na LENGTH OF HOE. consrnLCTION AND SAFETY RED STANDARDS 4. AMr PIER HMTS AwX 67P VUSr BE 0MG) ED Or A P.E. OR ARCIGICt S CAAPSMIST 8E SA* LENGTH A%D #DTH AS THE PIERS ON REY REST, 6. HA USED TORATEFU 4 =R T*11CAL OR 2 OR 4 *P h** SOLID C*NTE = VAY ft Tlxst �co 077cla MAO ,� 81: 0,A, D TEt 2-8-99 REY, LETpTEti: JAMBAN HOLED �OR B n�' ALT. MAIN BEAM PIERS PH�opEH (i27) i��t� �I95 � oa DR c SU-01-0021 (10-08-08) 18 MINIMUM HOME SET HEIGHT HOME I -BEAM 0 z FINISH GRADE /\�j/\�i� NOTES: 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MIN. HOME SET HEIGHT INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01 -0022 19 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 #4 SEE NOTE #4 144" WIDE FLOOR-- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" 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 LEIS 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 FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 144. WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 37" 58 1/2" 79. 1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY T 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: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: .� DAPIA APPROVAL: /s Ec Cot l� S v_ �_ T FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PER THE APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED AND MEET THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. .n •t' A f4°* OCT 1 Y 3, ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �a� ' rN I p HOMES INSTALLATION INSTRUCTIONS. ^. -.'• I(� ��' 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WTH 10' OR ,•.. , 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME TI NANDSAFETYSTAYDARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 16' k 18 1/2"PIER PAD SPACING „❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0023 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECYIC PURPOSES AND MUST BE KEPT CONFlDENTIAL AND SECRET FROM OTHERS 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 _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+• 63 1/2" 100 1/2" ' SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE b4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 112" 105 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE p4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LEIS 5495 LBS 6868 LEIS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* ,(MIN. 400 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-- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE b4 SEE NOTE #4 160" WIDE FLOOR.. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 194" 1119" SEE NOTE N4 SEE NOTE y4 MIN. PIER CAPACITY 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 Er �� NOTES: EN A)PPR(��/ •'ry y .� ; DAPIA APPROVAL: 1 I. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE SET—UP MANUAL. V`­ • STC,�� , 4� J �� r Y l4 ��FOOTINGS SPECIFIED IN THE JACOBSEN HOMES % 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 =APPROVED ", BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM " ��s 1 . . PIER CAPACITIES SHOWN ABOVE. 3, ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7r A �• S 5,TF Ov �• 151b OCT 1_�. HOMES INSTALLATION INSTRUCTIONS. •.. , �;' = • INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I —BEAMS / 10' FOR UNITS WITH 10' OR ti�� , ..� 12' I —BEAMS (24" MAX. FROM ENDS). EDERAL MANUFACTURED HOh1E t c •'n (DATE: JACOBSEN HOMES NOTICE: V 7744-11ARM THESE SPECIFICATIONS AND DRAWINGS ARE BY: D.M.T. 09-22-Oi REV. LETTER: DRAWING TITLE: PRE-FAB. 18" X 22' & 20" PIER PAD SPACING . P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING WC. SUCH MATERIALS ARE PROVIDED TO THE - DRAWING NUMBER: SU-01-0024 „ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENE FOR sPEcmc PURPOSES AND must BE NEPT CONnDEN1ML AND SECRET FROM OTTERS. 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 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- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 1 6009 LBS. 1 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* ( MIN. 576 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-- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-. 65.. 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P oy :, �!-;'!p� `r� � DAPIA APPROVAL: �r`/_ FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. : q4' No. 14,03- 141 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103•34 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. •• r" 'tl '•�W��KEI OCT 1 m. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. I ��j • ?°7 ' i WITH 10" OR •• �( ..INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I —BEAMS / 10' FOR UNITS 12' I —BEAMS (24• MAX. FROM ENDS). tS DHOh1E ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN 8Y: D.M.T. 7E: 09-22-01 . REV. LETTER: DRAWING TITLE: PRE —FIB. 17 X 25 do 24" PIER PAD SPACING V P P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL, PROPRIETARY, AND CC*IDENRAL MATERIALS OF ,KCOMN MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE _ DRAWING NUMBER: CIDEll PHONE (813) 726-1138 KEPT CONFIDENTIAL ANO SECRET FROM OTHERS SU-01 -0025 22 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 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-- 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 . 160" WIDE FLOOR- 87 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184' WIDE FLOOR.* 77" 119 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16.431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 yS.Y•''t..��e��i�0 .� cy NOTES: 1. PRE PIER PADS AS AN ALTERNATE TO THE CONCRETE EN A OV L.T r r+ ' +. .• , Eke`i' s PAPA APPROVAL- SLR Ls�L �' P6- -FABRICATED MAY BE USED FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ���4,Q .•'G\ST f •Q�(+ No. U '+, •+ 4 O G-Ty/— 1 + 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 9103-24 a S . T > = APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .q 95 ATF eW � I I4. HOMES INSTALLATION INSTRUCTIONS. •�;:\� w,OCT e4%�` rIINC. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS Willi 10' OR 12' I -BEAMS (24' MAX FROM ENDS). •FFnppAi NlANIIFArTIIPrf HOLIC JACOBSEN HOMES NOT'TC THESE SPECIFICATIONS AND. DRANINGS ARE -DRAWN BY: D.M.T. DRMSTRUCTION AND SAF 09-22-01 Y y.,AS , A P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE—FAB. 26" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECK PURPOSES AND MUST BE KEPT CGNFIOENIUL AM SECRET FROM OTHERS. DRAWING NUMBER: SU-01 —0026 23 17" X 22" PIER FOOTER SPACINGS* ( MIN. 374 SQ. IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** so 89" 120"*** 120"*** 120"*** 120"*** 144' WIDE FLOOR** 50" 76' 103"*** 120"*** 120"*** 120"*** 160" WDE FLOOR** 45" 69 1/2" 94" 118"+** 120** 120"*** 184' WIDE FLOOR** 40" 61" BY 104'+** 120"*** 120"*** MIN, PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE ROUNDED) TYPICAL Pith FRAME I -BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD G I� �D (),4,� ®�®� PG. E h, &`°���® C-SU - 19.0 e ;,r n Q DAPIA APPROVAL NOTER 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° ° I SPECIFIED IN THE JACOBSEN HOLES SET-UP MANUAL ®-►7 m APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE [NSTMED PER THE ° - ° ° • a' '° MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �® PIER CAPACITIES SHOWN ABOVE. 04,2009 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ®®s • tS ° t FEDERAL MMUFACIURED HOME coxsmucrioxaxosAFEnsrarDARos A��® HOMES INSTALLATION INSTRUCTIONS "� �@ 4. MAX PIER SPACING 9FOR UNITS WITH 8' I- -BEAMS / 10' FOR UNITS WITH 10' OR 3�� boost 12- {-BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PER SPACING IF THE PIER SPACING IS LESS THAN 41' O.Q. JACOBSEN HOMES moneD RM S PA DRAWN BY. M.T. DATE: 11-23-09 REV. LETTER: c nnE: x 17 X 22 PIER SPACING aRr, M* P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INQ SUCH W ARE .gym" EMIT FOR 9MRG PUffM MD WSr BE DRAWING NUMBER: SU-01-0027 PHONE (813) 726-1138 WTCMROBiMMDSWUF80YOMM 14 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS 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. C\2 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 55881bs. 6308lbs. 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. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in LO 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in C\2 MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 Ibs. LOAD SPANS W SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' la 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. 593 sq. in. 670 sq. in. 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 3775lbs 45751bs 53751bs 61751bs 69751bs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 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. co 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. L co MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs NOTES: QT sEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. Q2 SEE NOTES: Q, O , AND ® UNDER TABLE I, PACE SU-01-0040. Q FOR ALL UNIT WIDTHS USE 177 sq/ln PIER FOOTER UNDER SIDEWALL OPENINGS. THAT ARE 49 INCHES TO 96 INCHES WIDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REOJD) ® FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS: PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY —. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) IQCHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. CALCS. :�t"fir No. Fa'• 910334 -o'•_ STATE OF :,OF WINDZONE III (110 MPH) ALL EXPOSUR' 20 PSF ROOF 10 PSF D.L. APPROVED BY tNIrlINC' FEDERAL MANUFACTURED HDME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES THESE SPECIFICNOTICE' ATIONS ANO I1FtAW1TGS AR�s mawn o.. B.E.M. UAI` 2-6-99 HLY' 1rIILK. ' P.O. BOX 368 ORIGINAL. PROPRIETARY. AND CONFIMTIAL MATERIALS OF JAMBSEN MANUFACTURING DRAWING 11TLE PIER FOOTER SIZING CHART n 9.101 MATERIALS ARE PRONGED TO THE INC.NC./� FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 RECIPIENT FUR SPECIFIC PUlWM AND wsT BE DRAWING NUMBER PHONE (727) 726-1138 KEPT COHRMPAL AND SEOV IT= OHM SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Q 0 PIER SPACING SOIL BEARING PSF CAPACITY 02 © 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 Q(�) PIER SPACING SOIL BEARING PSF CAPACITY © 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#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY 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 5615#) 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: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3 OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. G(i✓A-��al- ��, 02 Na`'F % ,rVASTI(GTi'''��. G�STERFF�I No. o' s 910334 OF DAPIA APPROVAL APPROVED EY l *8� Nrq INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 NOTICE:" /Alto I��' M.T. T DATE 2-8-99 V. IET1tN: J AC O B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ■ ORIGINAL. PROPRIETARY. AND COISIDENTIAL DRAWING MILE: P.O. 80X 368 MATERIALS OF 4AC08SEN MANUFACTURING PIER FOOTER SPECS CHART M SUCH MATERIALS ARE FRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RECFIENT FOR SPECFIC FURPOSES AND MM K DRAWING NUMBER PHONE (727) 726-1138 IffPT cCNnumm AND SECRET FRou oHos SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 -COLUMN #2 COLUMN #3 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 W. 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 V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑.❑ ❑"❑ ❑❑❑❑ JACOBSEN HOMES P.O. eox 3sB SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE• COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HOME 18 EQUIPPED WITH A FACTORY INSTALLED MATE LINE OASKET. 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 LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE 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 WITH 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 WIDES). 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. JAC0BSEN HOMES NOTICE: TNESE SPECIFlCAMONS AND DRAIMNGS ARE ORH; M PROPWARY, AND CWDENTIAL MATERIALS OF JACOBSEN MANUFACTURNG DRAWN BY: M.T. DATE 12-22-94 REV. LETTER: DRAWING TITLE. SET UP NOTES P.O. BOX 368 INC. SUCH WERIAIS ARE PRONDED TO THE DRAWING NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 REMENT FOR SPEOFRC HR O ES AM MST BE OTHERS 02-I2-M PHONE (727) 726-1138 KEPT CWWRIAL AND SECRET FROM 28 441, hp TATn rpi; Q EXTERIOR ROOFING CLOSE-UP. doh � •JIII� � dIIN Jlln ^41tr nllll�- Allp n4,p. +IIII/ i nlw. allll� � JIII� .141. 11 RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I I+ 1 I I I I I I .44p' ,,u,,. g111.- Jqp. dIIV' •Jlln I I �- COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP I '4� ROW OF SHINGLES TO EXTEND u ACROSS RIDGE ONTO OPPOSING i SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE 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) 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL unnrrn tlT: S.A. UHIL: 6-E-94 ILLY. LtIILit: DRAWING TITLE: kElEtILIE] P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER:SU—O5-O01O SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 . KEPT CONFIOERTIAL AND SECRET FROM OTHERS. 29 SHINGLE INSTALLATION fool rll"' OrII ra dor�rz 0 ro '_o� M F-M N 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" X 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 BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ ❑,V❑ P.O. BOX 368, 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (B13) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU- 05-0011 30 EXTERIOR FINISH CLOSE—UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE 1 _ ;LAP SOFFIT MATERIAL FASCIA MATERIAL 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 TO 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 16 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: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑O■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ ❑❑❑❑ P.D. eox 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES_ AND,96it BE DRAWING NUMBER: PHONE (727) 726-1138 . KEPT CONFIDENTIAL AND SECRET FROM*OTHERS SU-O5-O020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW 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 WITH 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 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 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 SPECIFICATIONS AND DRAWINGS DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑■❑ P.O. BOX 368 ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICATION [JE❑ HEI INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑ SAFETY HONER(727) FLORIDA 1138�95 RECIFIENT FOR ID:PT CONFIDENTIAL PURPOSES � FROM AND MUST DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I ��- MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND. DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 APPROVED BY I UL 1 3 11 INC. :yltJ'(�L.. �IDI►JC� t(�S�_!�?-i GiJ ChYF �LYi� i � it •;j .- - - I►' �i II CMRX�._ I i I I (p=6GR i'4Xi � �i(Uln V� TI'i ICo (�XYIL°k Il2.° yr� U�GG v►+ her- slc�►rli� 01TH I—,IloGz� xylvr�tza,h�l x I �t'_�� _-_ IU ee, Intcv 5rw C-N?) Stf—oS-Go 2 f repro �' - D°'1 c' -7lWg4 MJ&r PAY: Ar,la � C 1Y3'G'�IINI'L 5tfl►1�j lNStxJ.�kLtO►� L•I • {c�l,.k-ki pfioG... w w APPROVED BY . JUL 1 3 M INC xj �RlOR �J�u--I�n-��I�►J� _.L��► PtLL�TI Ot.l (woyEKyi�;y►.5�v►�l i I ! . li lip! I Jn�1lfDoh� . ► �I :i (pepGR nY) ro *ppJ ;. la rrH ' _ IV C-14XYi( X2j-'Z" !/'G.G- c7r 1Gts; jCVlld'�( 2� 1�537/8"o..C.a(2.. . A•SL��Ep I 11�- Slv►tJC� I�I� A tH- I-IIoG?� ZONE 2 MIS .3 . dd7�` �/1�94 v�v� bl'� hl3Ca yLdt� r ntl"s �-v. rrt. �'Vl1�iL Stfl[�q,► INSr?�L.hPO►L MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT IRS 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 "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" r: S. A I DATE: 6-6-94 TITLE: SHUTTER INSTALLATION SU-05-0034 LETTER: MOBILE HOME SET-UP TI wN THERE ARE TWO TYPES OF WIND 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 WIND 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 EOUIPMENT— (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER 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. TIE —DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. 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 OR I Lc USE VERTICALLY TOT. THE CAPACITYLREQU REDS FORETHESIRED. THE STRAPPING BEINGRATT ATBE TACHED. LISTED APPROVED BY ON JUL 1 3 INC. FUMMS co*mw as SA NOT APPOLIED 70 T PRETENSION CDOWNS TIE —DOWN LTERNA LYRAPS ON ON OPP SATE SIDE SIIDES F THETHE HOMEHOME MAYONLY. BE ON NOT PULLED OFF THE SUPPORTS. 6-6-94 SU-07- 0001 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: 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. ❑❑❑❑ JAC O B S E N HOMES THESE SPECIFICATIONS NOTICE: AND DRAWINGS ARE DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TIE -DOWN STRAPS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-07-0002 .00 38 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 HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME — EXTEND 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 NO. 1 1 NO. 1 NO.6 200 2 N0. 2 0 1 NO. 2 0 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 ❑❑❑❑ ❑❑■❑ ❑�N❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS NO atAMLNGS ARE M NAL. PROPRIETARY, AID CONFDBInAL MATERIALS OF JACOBSEN MANUFACTIRNG INC. SUCH MATERIALS ARE PROYM TO TIE ff-WI NT FOR SPEOIRC RWOMS AND MUST BE KEPT OMEMENTIAL AND SECRET FROM 01HM DRAWN BY: B.C.K. DATE 03-30-12 REV LETTER: B DRAWING TITLE: SET—UPALECTRICAL DRAWING NUMBER: - SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I 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. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAYANGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RE�BTT FOR SPECIFIC PURPOSES AND MUST BE WT CUIEWITIAL Arm SEW FROM OTHERS. DRAWN BY: D.M.T. DATE: 05-25-06 REV. LETTER: (09-29-08) DRAWING TITLE ELECTRICAL CROSS -OVER DRAWING NUMBER: SU-09-0010 40 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 REQ'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 NOTICE: THESE SPECIFICATIONS AND DRAMINCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL urcnWlN UT: S.A. uAI� 6-6-94 rcty. LLIILK: . DRAWING TITLE: ❑„❑ P.O. BOX 36B SENARE MANUFACTURING ISUCH OF JACOMATERIALS INC.Nc. sucH MATERIALS ARE PRovloeD To THE TYPICAL ELECTRICAL GROUND DRAWNG NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 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 WITH 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 (IDENTIFIED 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 ❑❑M❑ ❑„❑ P.O. BOX RI SAFEPHONER(2 )F72O61DA384695 ❑❑❑❑ NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 DRAWN BY: DATE: S.A. 6-6-94 DRAWING TITLE: LIGHT FIXTURE INSTALLATION SU-09-0030 REV. LETTER: 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 WITHOU.T_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. ❑❑❑❑ JACOBSEN HOMES NOTICE THESE SPEMICAMONs AND DRAwNGS ARE DRAWN BY: D.M.T. DAIS 3-22-95 REV. LEITER: a NNAL. PRWWARY, AND CONTIDENTIAL MATERIALS OF JAC08SEN MANUFACTURING . DRAWWNG TITLE: PLUMB. CON. &GAS TEST A. ❑ ,❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 M SUCHMA�µS ARE PROVW TO � REDPFNT FOR SPc= PDR705fS AND Om BE DRAWING NUMBER (09-29-US ❑ ❑❑ PHONE (727) 726-1138 KEPT CCN E N K AND SECRET FM OTLERS SU—) 1 —0001 ` 43 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. ❑❑❑❑ JAC 0 BS EN HOMES NOTICE: THESE sPECIFlCAnaNS AND DRANINGS ARE DRAWN BY: D.M.T. DATE 09-29-08 REV. LETTER: ❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDEN7IAL DRANING TITLE: ❑„❑ BOX 368 SENARE MANUFACTURINGP.O. MATERIALS OF JACOMATERIALS INC. such uATERIALS ARE PRovIDEO TO THE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECPEM FOR SPECIFIC NIRPOStS AAA MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONEDENTIAL AND SECRET FROM OHM SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS 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 I MAY BE USED IN ANY ORIENTATION DIRECTION OF FLOW 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 0 = 1 1/2" DROP a =.1 1/2" DRY VENT O = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � m � = 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 SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PROMOED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 45 I MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i i 2" i 3 � O� D i � 2" 0 VENTED W.C. 3" . DROP / TYPICAL O / � � P 2" DROP INDICATES BOTTOM / 3' / 3,. OF HOME i � i 1 1/2" DRY VENT 2" (SEE ALT. FOR i OPT. WET VENT UNVENTED i CONNECTION) 0 f INSTALL FULL SIZE W.C. DROP 1 1/2" 2" CLEAN -OUT IF SLOPE O IS BETWEEN 1/8" & 3" O 2 1/4" PER FOOT i USE OD IF CLEAN- O3 p 3" TYPICAL OUT IS NOT NEEDED 3" 1 1/2" DROP i 3" i i 3" / 1 1/2" 1 1/2" O 0 MINIMUM SLOPE 3 1/8" PER FT. /� FITTING SCHEDULE WITH CLEAN -OUT 1/4" PER FT. O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O 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) 3" EO HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FF WATER -Al / SECTION i i ,,,,-3/4" THREADED INLET 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED SINGLE WIDES AND MULTI- NOTE' INLET - FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES '4" DROP 3/4" ELL VERS (FIELD�INSTALLED) ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DRAIN SET-UP _ DRAWING NUMBER: SU-11-0005 46 WATER LINE CROSS -OVER N'L" V"\ oo uvL" EE 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: 1. CONNECT WATER LINES 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 INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS UKATYK tlT: KLV. LLIILK: 710N5 AND ORAxTNGS ARE C.L.Y. UAIL: 10-23-95 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL . DRAWING TITLE: n P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER //-1\ ❑,.❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECRC PURPOSES AND MUST HE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0020 47 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 FITTING AIR 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 NOTICE: THESE SPECIFICATIONS AND DRAM7NGS ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑❑;;❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING n �\ ❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRONDED TO THE // DRAWING NUMBER: SU-1 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REORENT FOR SPECDIC PURPOSES AND MUST RE KEPT CONFIDENTIAL AND SECRET FROM OTHERS (09-30-08) 48 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 o 0 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) 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 OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE o a . AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A) FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BandEi FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** SPLICING A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. D) PLACE CLAMP** AROUND TAPE AND 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). F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + 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 #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. .+ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS Y — 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAI, PROPRIETARY, AND CONFIDENTIAL_ MATERIALS OF R(ALSJACOBSENARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-1 3-001 O 49 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. NSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ J AC O B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE R.R. Ol-21-00. ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS AT JACORIALS SENARE MANUFACTURING INC. SUCH 'MATERIALS ARE FRONDED TO THE ELECT. CLOTHES DRYER VENTING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 • KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 50 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 PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN—` PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yD.C.vMAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T-1 (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. JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 NcPHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORONAL, PROPRIETARY. AND CONFIDENHAL MATERIALS OF JACOBSEN MANUFACTURING BLC. SUCH MATERIALS ARE PR wED TO 1HE R cmw FOR SPECFIC K RIM AM MustBE KEPT cmf ooM AND SEM FROM OHM DRAYN BY: M•T. DATE 03-08-07 • DRAWING TITLE W/H PAN DRAINP.O. DRAWING NUMBER SU-15-0003 51 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 ❑❑❑❑ NOTICE: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAYANGS ARE ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ REOPIENT AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL PURPOSES MDSEECRETSFROM OTHERS 52 i VENT CAP S.A. unl': 6-6-94. 1REV. LETTER: TITLE: DOWN DRAFT RANGE VENTING NUMBER: SU-15-0002 BOTTOM BOARD P-TRAP ACCESS PANELS - APPROX. 1" I I I I HI OLE I PATCH TO BE SAME I MATERIAL AS BOTTOM I BOARD BEING REPAIRED. L - - - - - -' HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH 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 WILL 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 .O. BOX 368 P.O.LLJIJ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAMiNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS AM PROVIDED TO THE RECIPIENT IOPT CMDENTIAL FOR SPeC�1C PURPOSES AND YUSi BE AND SECRET FROM OTHERS. DRAWN BY: D.M.T. DATE: 1D-31-0� REV, LETTER: (10-08-08) DRAWING 1111E BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER: SU-1 r5-0010 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD' (` DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BET11M CROSS -OVER SUPPLY I� DUCTS SHALL BE MADE PER OTHER DETAILS. 00 I I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) I SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE DRAWN JACOBSEN HOMES TFIESE SPECIDCA110NS AND DRAMINGS ARE ❑❑■❑ OIECTNAL. PRppWARY, AND CONFIDENTIAL YAIDWU OF JACOBSEN YAWFACIMIG DRAWU O„O P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MAXIMS ARE PROVIDED TO THE REOPENT fOR SPECR Mears AM VM BE DRAWO PHONE (813) 726-1138 IVT WnENTA AND SECRET FROM OHM 55.. C.L.Y. - 3-21-95 HANDLER CROSS -OVER R Su—Ac—oInn ' NOTES 56 I Km-ml oil I m O&A, a