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HomeMy WebLinkAboutSET-UP MANUALm4m By N 3 ® 2415 SET-UP MANUAL OBS -N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 NOTICE These specifications and drawing are original, proprietary, and confidtial, materials of Jacobsen Manufacturing, Inc. Such materials are provided to the IN,f' e� Pl purposes and must be kept confidential and secret from others.ft 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 LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ ❑❑�❑ \�� ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. Tat MATERIALS ARE PRovmm To THE RECRENT FOR SUM F1RrPM AND MUST BE KEPT CONFIDBQBAL AND SECRET FROM OTHERS. DRAWN BY: 0 A. DATE 11-21-06 REV, LETTER: (10-08-08) DRAWING TITLE MANUFACTURED HOME SET—UP DRAWING NUMBER: SU-01-0001 DETAILS "A' AND "B" MS FRALB: F M wommm wwo POW XAIFDYUN (SEE NOTE I11� PER CAPPED LNTH SOLD COiICAEIE— B1n (a r THCK) If X 6' X 16' CELLED HASOIRY BLOCKS­�, mm OPM CBLS VERTICAL SEE TABLE I FOR PER FOOT[ SM AND SPACDIG 9ECM71ONS (PAGE 11) (SEE SO-4A FOR 16 X 16 PRECAST PIER PAD SPACDLG) SEE: NOTE it' ROM ALL WAX MATERIAL AND RACE PAD ON STABS Sm MOW FROST LIE PER LOCAL CODE RFAUYlON15. 7-1101ML STRAPS ATTA00- TD BULGE BEAM CO MMS ON EACH SECTM 70 BE ODffl;IED TO A DW E HEADED ANCHCIR SE NOTE 04 DOLBLE IIERIED '�-�— SEE NOTE 9 DETAIL 'A' Me= VAM WTH MAX RIOYIABLE SOD. BfMNS) SEE NOTE 43 SEE NOTE 12� DETAIL 'B' gem rO 110 LIM PER CAPPED WDH MUD CCNCIEIE Bl= ML 4.1H100 X B' X 16' MO MASONRY BLACKS 110 OPEN MIS VERTICAL (SEE NOTE f FOR MAX PIER IEIGIITS AND DFUI1 ABOVE) SEE TABLE FOR PER FWIER SRBRG AND SPACING SPECIFICAIM (PAGE 10) RL]IOVE ALL ORGAWC MATERIAL. AND PLACE PAD ON STABLE SK BELOW FR0S1 X PER LOCAL. C00E fiFAIURL]EN15 NOTE 12 DRIES WIIH MAX SOLfARIDC%BQB©DBB P• F a � No 484 STATE OF QjZ. 4 O R %Q.,a I. 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54- MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) t. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 5. 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.) 8. 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 FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY INRevised Dec 17,2008 Fl"4 IIV�. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS ®p,,.,,;^ er T DRAWN W. o.a DAIS os-o�-s3 REV LETTETt JACOBSEN HOMES , 0 IMM. MOVE 1: AND 021ME11DAl DRAWNG TRIE: - . - . NIAMM OF 09aWl NAN6FAC LIPM DETAILS A & B P.O. BOX 368 NM SUaI YAIMU ARE PROM 1011E SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 KW= FIN 9EM PalPaets AND NW NE NDFr DDRDDMK AND ENT FIN DR V-ANG KAMEt SIJ-01-0001.1 12-15-OB} A y� i n9 `..vi ti 2^i `t �:.•,� L� FcAe al tManUactu.ed r Hone 1"!, !;r•trction •a /.,::"::..;:yam:-:ir!ard.; Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall 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 1641 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 33ZO 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 o J rn Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum 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). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. 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. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 S. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. VZ ON ,9�.'FO '. Q No. PE10505134 STATE OF �fu �!4DIANP.'U�4' 5/6/2014 q SU-01-0001.2 (.�.a Jacobsen Homes Footing Capacities B In. x 16 in. (single stack) pier 16 in. x 16 In. (double stack) pier Soil Bearing Minimum Minimum Unreinlorced Unreinforced Capacitity Footing Footing Maximum Fasting cast -in -place Maximum Footing cast -in -place (psFfCapacity Site (in.) Area (in.) (Ibs.) minimum Capacity (Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2.600 6 2,600 6 � a 24 x 24 576 3,700 6 3,700 fi O O 30 x 30 900 5,600 8 5,800 6 O 36 x 36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 nee• 4 30 10,700 30 48.48 2,304 13,100 now 4 12 13,600 30 16 x 16 256 2,500 a 2,500 6 10 x 20 400 4,000 6 4,000 6 a 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 9110 8,500 Now . 30 8,900 8 s-i 36 x 36 1,296 12,400 now 4 to 12,600 8 42 x 42 1,764 16,500 nos• 4 12 16,800 n•w 4 10 48 x 48 2,304 Z3,200 nose 4 14 21,600 nme 4 12 16 x 16 256 1i400 3,400 6 3,400 6 .�, N 20 x20 5,300 6 5,300 6 a O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 now 4 10 11,900 8 N 36 x 36 1,296 16,700 noes 4 15. 16,900 now 4 10 42 x 42 1,764 21,700 s. 18 22,700 .1. 4 12 16 x 16 256 4,300 6 4,300 6 w un 20 a 20 400 6,700 6 6,700 6 a 24 x 24 576 9,fi00 noes 4 8 9,700 6 O O 30x30 900 14,800 now4 30 1s,000 8 N 36 x 36 1,296 20,700 N.I. 4 12 21,400 now 4 10 16 x 16 256 5,200 6 5,200 6 N y ;l J a 20x 20 400 8,100 aow4 8 8,100 6 . x.,;! O 24 x 24 576 11,500 nee.. 10 11,700 6 o � 30x30 900 17,800 oe.4 32 18,100 . 8 36 x 36 1,296 25,400 m. 4 14 25,900 10 w 16 x 16 256 7,000 6 7,000 6 N r' 20 x 20 •400 10,800 n.e. 4 8 10,900 6 7 O 576 15,600 a 24 x 24 15,500 xm• 4 10 30 x 30 900 23,300 NM 4 1 12 24,200 nn. 4 10 1. The footing sizes shown are for square pads and are based an the area (in.), shear and bending required for the loads shown. Other -figurations, 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 footing is not less than the thickness of the footing. 2. The 6 In, cast -in -place values'ican be used for 4 in. unremforced 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 8,030 lbs. for 8 in. x 16 in. single stack block and 16,0001bs. for 16 in. x 16 in. double stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity for single or double stack concrete block piers shpvm in footnote 4. 6, On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for maximum capacity) and a double stack block pier wnh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the •Hating lsingle stack block pier shall not exceed 54" in height (see footnote 4 for maximum capacity). Any piers that exceed the •sieghts specified in 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 p1d 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 I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY IBE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES N0TlC THEE sPEraETCAna1s AND oRAwNa ARE. DRAWBY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX 368 ONGINAL, PRWREfARY, AND COEFIDENRAL OF JACOBSEN LEANUFACTUFdNG DRAMING TITLE: MOBILE HOME SET—UP 2 A ❑„❑ATERIALS INC., SUCH UA7FAIALS ARE PRE TD,1HE ❑❑❑❑ SAFETY 27) 726FLORIDA 1138�95 PHONEHARBOR, KE" FOR CON1momAIOSETvRuOTHERS DRAYVINGNUMBER SU-01-0002 (09--70-08) SEE NOTE #7 SEE NOTE #6 7 2 1 5 5 3 IA5 SEE NOTE #2 NOTE #1 "NOTE #5 SEE NOTE #3 ICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 i SEE NOTE #6 4 2 11 5 5 3 >- SEE NOTE #2 -,-SEE NOTE #4 ---7- I I NOTE #1 I `1NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING A ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWINGNUMBER: SU-01 -0003 SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 726-1138 KEPT 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 SEE NOTE 3 SEE 4 2 1 NOTE #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 OCKING. SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ El ❑.� ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPIENT FOR SPECIFIC PURPOSES. AND wusT BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAYANG TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS [THIN BLOCKING S IN ADDITION TO OTM31 BLOCKING REWIRED py THIS MANUAL - ALL FLOOR WIDTHS AND JOfSf TYP. FIREPLACES ON SIDENALL OR MARRIAGE WALL HOST BEAM NOTE EPERIMETER SLOPING REOMED AT 48' O.C. MAX REFER TO SU-01-0008 ANY IRZE TLtB ANOIOR HHOWER AT BU EWALL OR MARRIAGE WALL UNDER EACH GIDE OF ALL EXTHOWR POURS LDCATEO ON 611IEWALLi illy 2 OR MORE 46 1/2' VANIVE PIEO9 REOLIIRM AT EACH END AND BETWEEN EACH OPENING r�— RECESSED AREAS REQUIRE PERS SPACED 64' O.C. MAX (18' OR LESS N DEPTH) EAQI END OF RE[13!® AREAS REffM AREAS MI/SDE SAY REQURE PIERS SPACED 64' O.C. MAX THIS ALSO APPLBS/ TO ALL ENDWALL BAY WMNOOW/ LANLg/ SUPPORT® BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 64' D.C. MAX I� I CABINETII ALONG /IDEWALL OR MARRIAGE WALL I (APPLIES TO BATH CABINETS W OR GREATEN IN LENGTH) I (SAME E4ACJWG MAY BE USED FOR MULTIPLE 461/2' WINDOWS) j I • SPECIAL BLUMFU6 NOTE FOR IS'.P U01" WIDE LZxo FLOOR SEII.TIONS ONLY]- PQipEO WMNG IS RIAW (MARRIAGE AND MENUS) 91- ON CENTER MAX SPAONG OAPIA APPROVAL; RATE: LVl RV SYS1E11 RW (S IVALL M M MNl OR MARRIA(E wA IJ BM NSTAI NG MKS KIDS NOTEFii: uj gBv><s&® -o � 1. FOR THE AlX1DOBAL HD= MUM AS ND UIM AWJE USE 16" X 16' PER PADS MN. liv— C � A1S 2 LDGTE B.Dow UNDER PBINEER ,IST OR Nm 6' OF THE BID OF 2d ,IBIS LDCAT® AT le O.C. Mm fr MAR 20 2014 C a OMM PUS AW N AOO n TD ANY MW REPUTED PUS &W MATING CIF. PER 4. NEER BL =G IS TIE FL MW M (MMtlM 3 SDEYIALLS) 96' al< MAX. Cam. Fedanl Manefut red m 5. PERAOFA S I= FAI PERMlV SUPPORT MUST BE WAS n THE I= MUM5101 PARAlM TO TFE PEKIR RAL � Home Canes `i 6 *0 POKER UnG IS EOUFED, ANY MATNG LK W SPAN 6t01M TNN IV, MUST NAVE NTOI MIE PEAS And s�iay' s-&ff s RAT MAX WOC. DDT164' WE FTRS, $Di SP6X NOTE • •. RM TO SU-M-WMI AND S11-0005. -412 FOR 24 R M SOX NOTICE: ORAVN BY: O.A. DATE 4-12-00 REV. LETTER. JAMBSEN HOMES TIEN 9W3rA7M AM oeA1I1R.5 AMw�us '+ ""�c ADDITIONAL BLOCKING P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ooe NC. SM WITBHNB ARE PROW TO TIE NOWII Pat V= R*= W WST BE WTCGIfEWKAMSETR:TITRHIuffm (03-19-14) DRAW NUIBR: PKME (813) 726-1138 SU-01-0005 8 (APPLICABLE TO ALL IMPERIAL AND D,tLORO COTTAGES $TH 184" FLOOR ODTHS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. 1000 PSF SOIL 1500. PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 49"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 1 2950# JAdOBgEN HOMED P.O. BOX 368 SAFEPTY HHERSM. rLDRID 13e4695 r° 0 3 z 00 •� ST' E F o�4 O R,QP�` �e m .......®•� �.•.ti,,� Nonde [OTLCAfIdis DRA ARE IMtOPRETARX RALpet. tAS,ffAf>=4 9AkUF M TERULS ARE WWD,TO aR[aw% E L r� aAL xc=,4 can 9 ALL ► 4DZ04ES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY 0010. NI May 07,2009 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS T I DATE t 03-02-09 KV, LETTER: SU-01-0005.1 PERIMETER BLOCKING FOR 160" (13'-41 FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] [IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED ESIDEWALLS & MARRIAGE WALLS] 04" ON CENTER MAX. SPACING, USING 1Gx16 PIER PADS MIN. 13N 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2 THE PRE -FABRICATED POE PADS ARE TD BE INSTALLED PER THE MANUFACTURERS NSTALLARON INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. J. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES NSTWLLARON INSTRUCTIONS 7 1 �.j: v,��. r, ► W 'D o MAR 1lu 9 2014 O O CL G QFederal Manufactured v Home t„oast=truction And Safety Standards JACOBSEN HOMES NO TICE: IIM �ICA705 W MAWINS E DRAWN B : YOUNG DATE 11-18-2011 REV LETTER: UMMA. FROM&TARr, ANO CWFDEHW DRAWING TITLE: P.O. BOX 36B NAYM&S OF JAOOBSEN MANUFAMUM 1116. SUCH 1 MAMALS ARE PROVM TO THE PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 FEI Mff FOR FM PUBP= AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 WT OMFOI DI11AL AID SECRET RIM OTHERS 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 THE MARRIAGE LINE) A DAM APPROVAL JACOBSEN HOMES THESE SPE�A� AW DRAMNGS ARE oRArM1 BT' M.T. °A 05-20-06 ` ' LEITER P.O. BOX 368 OMMAL PROPRIETARY AND CONRDEJIIAL MATMALS OF JACOBSEN MAKFACMINO . DRAPING NU BLOCKING (PIER) LABELS Q DIVE] ❑ SAFETY HARBOR, FLORIDA M695 PHONE (727) 726-1138 IRC. SUCH MAMUS ARE PRowEI) TD of REOPETIT FOR SW PURPOSES AID NIV BE KEPT CONFIDENIK AND SECRET FROM OHM DRAIING MAE R SU-01 -0006 u 09-04-12 11 ADDITIONAL RECESSED PORCH BLOCKING (MS BLOCXIIC LS N mm a awn REdlfRm 11 m NUAL) 61' IIAX 51' 11AX USE OUTAII Y ONLY w" OUIBIm IS ON FLOOR JOIST SEE [�TAL ll' �.\Sl- /SEE DETAL g DIRECTLY Ufa PORCH POST -- A' ------- —8— ....... -- - 1 TYP. RECESSED PORCH a EX1= KU I i- mun uL ADDED 1-BEAU IDIDER EXTERIOR UL--\ PER UM ADDED I-BEAfI RECESSED PORCH REOU6IE PERS SPACED 64' D.C." MAX PER UDDER ADDED I-EEAII I I (AND PIERS m PORCH PO61S) AS SHOWN 640 O.t MAX PIER SPAaNG AT MARRIAGEWALL� Not DISTi a BETNEE[i Ek OF PIER AND EME Or PORCH POST TIP. PORCH POST MAY NOT EXCEED DEPTH OF FLOOR JOIST (51tt) 51 'VAX TYP. PORCH FL0 m TIP. PORQI FLOORING '*--Z PORCH FLOOR JOIST OOODI.E PORCH PUNEU RAIL14 (2) 2 X 6 PT ix If UK TV. If -DOWN S1RAP � BRDCED BEIYIEiH 2 (SEE OR" DETAILS) PORCH FLOORIJOISIS TV. PER(b'Xd'X16') 16' X 16' UNN. PIER PAD CROSS SECTION VIEW Al TV. PORCH POST _ TIP. PORCH FIXING ,` PORCH FLOOR PST (2)21 6PTXIrm BRDGED BETOM 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 . DETAIL _'X DOUBIJ: PORCH PERIUM RAIL TIP. PORCH POST PORCH FLOOR JOIST ---(2) 2 X 6 PT X fir IM BRW BETIIFD( I. TIP. W-001R1 S1RAP PORCH fm JOISTS (SEE OTHER DETALS) TIP. PIER (e X I!' X 161 16' X 16' UK PIER PADJ� CROSS SECTION I VIEW Bl TIP. PORCH POST NOTE' DISTANCE BMW EDGE OF •i TIP. PORCH FLOORING �� PER AND EDGE OF PORCH POST PORCH FLOOR JOIST MAY NOT ETRfFD 5 1/2• (22 X PTX 1 �� 8RI2 TIP. TE-001IN SOW PORCH FLOOR JOISTS (SEE OTHER DETAILS) LONGITUDINAL. VIEW B2 DETAIL 'B' NOT:- 1FNC,T�tC,y�ir APPROVED BY �� L ADDI=& BLOC W REND AS IIIZAIED ABOVE (USE 16' X 16' PER ,� • 15 4.. � PADS ON 1000 PSF SOL MA014 ft BLOC K UNDER PE16RM JOIST OR INWIN S 1/f OF END OF 16' a � 0. 4 • .6 '" Dec 13,2006 2. LOCALE 1 PUWM BLOCICNG 15 REOIWO UNOE11 MU AT EACH POST (61' at UAx) Ar • 1 Z 1 Q o I N C . 4. ADDIR X gU)= 6 REOM AS I WATFD ABM 1NOER CENTER OF ADDED I-BEAY (6e at MAX) ♦ �� w 1 G w � •• Ay a � t FEDERAL gANUFACTUFEO NONE CONSTRUCDDN AND SAFETY STANDARDS S SEE OBRB DETAILS FOR OWRE%M BLOOM LOCAIICNS IN 98 FROM WIN HOUSE �G1 �.. � O P.104.�' �y I�� /.(4 ••.•••• 6. ADDED I_WM AT PORCII/iXTEAIOR MALL MAY WIV 4-wda. •Cti'� �v� JACOBSEN HOMES NOlLCE si TX 1d AM NNE tDEtA._ Y: R.�. OAX* 11-2a-(i6 REY ll TiER AWM :11:R�L- ADDITION CESSEDVx1aULS PORCH BLOCKINGP.O. aT�w. PrsW MTM% AW COtiW Of i't�MACAlm Box 36B SAFETY HARBOR. FLORIOA W95 M 9Edt wlaws ARC PRUO To RiLAWLJ I�ERItti1 Nat �: Pis NO WST N ' ORAIHNO SU-01-0007 PHONE (813) 726-1135 mE CogoOma No sno+n ma omm T= 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 a�!{t�ttetrre�®� D pFO��i John C. Doeden PE 45484 15133 CR 22 Goshen, IN 46528 va Phone: (574) 825-766�,p� STATE 0F ;"tea R \ ♦° a /ONAI- yE�� ti0te 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTRUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 MOTES C% 1. HOST BEAM 149ALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: �i �. • irO ! fi 20' WIDE MAX WIND ZONE 2 OR 12-In EXP. B SITES, ' t f r ,• l 16' WIDE MAX MND ZONE 3 OR 14OMPH EXP. B SITES �'" :�:�' •' 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS 24501 WAND ZONE 2. 29601 VAND ZONE 3 OF I WALL FRAMING IS 2 X 6 SPF 13 16" O.C. q A'r �i 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OFiHOUSE �'' s��s, OP•i�.•��a NOTICLE CAI rDR JACOBSEN HOMES TM� SKOFIC6 AM ` CAMAI, PROPRIETARY. AND DMIOEIIAAL WING MAMMLs ff ARCMSEM MAMUFACTURMIO P.O. BOX 368 RAC WM MAIERWS ulE PROwO IC THE �PPHHONE ((7 7) FLORIDA 38 - � p ad SECKT ROM aPJFM NO �iIM �AYANC 14 ALSO MEETS WINNONE • III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY iONJan 20,200 piNC. nz FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS D.M.T. I CA' 01-10-07 Fo TER: ATT. TO HOST BEAM — ot SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS . MAIN I -BEAM -7 BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER 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 HITCH ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THEM SPECIFICATIONS AND DRAWINS ARE ORIUM PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: D.M.T. DATE 10-10-08 REV. LETER: _ DRAWING TITLE TEMP. BLOCKING ❑„❑ P.O. BOX 368 INC SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-Ol -0009 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RERpFNT FOR SPEWC PURPOSES AND MUST BE NE" OOLFDE M AND SECRET FROM OTHERS 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" WADE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 42" 58" 74" 90" 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 �7" REQUIREMENTS 4"TYP OR 8" TYP 3MAX x T ( TYP) Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 T CONCRETE FOOTING � T 16 MIN. EACH SIDE 4X8X8SOLID 6X7X8SOLID FOOTING CONIC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALLS. e WA- _ Fx:r aS o'L `t�ttttturrrrrAA�� NOTES: EN y V 'Lip DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �� No. FO •.� '� APPROVED BY SPACINGS. 910334 •� 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH ENO �u� OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART p ABOVE FOR FULL LENGTH OF HOME -o �, STATE OF W INC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS �Q•�•.,�N ����� AT MATING LINE OF MULTIPLE WOE HOMES. p► ,P' �i ' • FEDERAIMANUFACiUREIN C SEE OTHER DETAILS FOR PE -DOWN REQUIREMENTS. ••� �i�ss �4q CDNSTRUCTI AROS Ml . JACOBSEN HOMES N [C THESE sPEancAnaNs AH DRAIMI ARE AWN BY: M.T. DATE 2-8-99 REV, LETTER \� P.O. BOX 368 ORIOWAL, PRWKTARY, AND cas—l'- MATERIALS OF .NCOBSMP MAWFACIURINC ac SUCH MATEnMLS ARE PROMDED TO THE I-i IL�J DRAWING nTm. 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECWENT FOR SPECK NMTP= AM Mar BE 01 L MO 1COUMBI O SEGO FROM OTK DRAWWG S� _ 01-002G 17 ALTERNATE MAIN BEANt PIDR� (!!• x li x 16' HQLt CONCRETE OSDN>tY a. ZI (No �bRrAR oR !Boor TRa09FD) %°E nn �r j HE 4(Sa4000 � PIER CAPPED111�TE MAIM uw (SEE NOTE I5) ®®@B00®®ADDD®B�� • ®00 0000 o 1�TM C; E Al o�C�®,eN CMVOITICAL SINGLE STACK BLOCK PIER o o (PERAEN4tQAAR TO AA E ) No 45484 ° o - a0W LBS ��UUffr�, CAPAdTY-SEE 4OTE 0 nh . sir RE TA!{1�AIp/att ®® UgO FOR BeB9dd@1Y®9Y9 HTTra14 x SIZE \ (S s PIER CAPPED tTH C*xTE _ WSWIE TREATED�L*U (SEE 1 ) or x B' x 16' CELLED VASOY BLOCKS OiH OPEN CE11S yTRBCAI DOUBLE STACK BLOCK PIER 1000 LK CAPACITY (SEE NOTE 0 A 12) B' x 6' x 16P HOLLO* CONCRETE BLOCK IS 9qK H UL OFFSEIS,4Rd) THE TOP To THE BO OF THE PIER MIST NOT EMB I jf Ir x Ir x 16' HOL4 COI NTE DOCKS Ate SH* HOTIATAL OFFSETS ndo THE TOP TO THE BOTTOM OF THE PEa 0 40T EXCEED 1/f. FLOOR WIDTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPAORES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LBS. 3488 LBS. 4548 LESS 5608 LBS. 16W *DE FLOOR 2661 LEIS. 3838 In 5014 LBS, 6191 LBS. Me *DE FLOOR 2961 LEIS. 4288 LBS. 5615 In 6941 LBS. PIER LOADS INCLUDE PGHT OF PIER UP TO 250/ - ADD DIFFEREIQCE jN1104 FILK W2ILiM1 p wtLn�tK NOTEI UNIT WDTHS INCLUDES A 6' OVERHANG ON BOTH' SIDES VAXII11A REF. CALC1: (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARINC PSF) E1 SEE 9U-01-0020 FOR PO SPAC* 00 16' Y le PIER PADS, 00'USING le x 16' IA1L PER PADS OTHER THAN CONCRETE liffr 1FIsr BE LISTED AND CERfED TO EXCEED OR BE EQUAL N k PIER CAPACITY. $ #0 USNG PER PADS THEY MUST BE LISTED & CERTIRED TO EXCEED OR EQUAL k PER CAPACITY 3 SrARr I -BEAU FIER PACING 4A80W� H ND OF THE EACH 1-BEAM AW �IAnEW SPAoNG 94 IN THE CHARY 4. ANY P�IEER HDGHTS AqW 6f Vmr BE DESIGNED BY A P.E. OR OWTECE 5, CAPS y�UST BE SAME LENGTH AND *DTH AS THE PIUM aN MUCH THEY REST, 6, HA * To Puy =R ANVERTI1 I/f OR OR 4 INCH h*k SW c rE Max VAY JACOBAN HOMED Milo P.O. BOX 366 SAFETY HARBOR, LOW 34695726-1138 ONO O ; 01 ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED BY INRevised Oct 17,2008 INC. FEDERAL MANUFACTURED HONE CONSTRUCTION AND SAFETY STANDARDS It 0,A, I D TEI 2-8-99 REV, LETTER: nT' ALT. MAIN BEAM PIERS B SU-01-0021 1 (10-08-08) 18 MINIMUM HOME SET HEIGHT FINISH GRADE 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. EHooFmo JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGP.O. INC. SUCH -MATERIALS ARE PROVIDED TO THEIN. RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: HOME SET HEIGHT DRAWING NUMBER: 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 LEIS 2667 LBS 3556 LBS 4444 LEIS 5333 LBS 6222 LEIS 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 y4 SEE NOTE #4 SEE NOTE b4 144" WIDE FLOOR-- 46" 73" 100" SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 160" 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 y4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o NOTES: PIER MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: Iw�. ,• ' .. DAPIA APPROVAL: /s EIc Cotlif S 1. PRE -FABRICATED PADS (�_ rY_ FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. INSTALLED PER THE , ., .., _ = APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE AND MEET THE MINIMUM R� ; p. MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. :.� �,1 A F F t rT p' OCT 11 ` 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .., . . .• ,. G,'. ~y,• ION HOMES INSTALLATION INSTRUCTIONS. '• -. INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR r•• . ; 12' I -BEAMS (24" MAX. FROM ENDS). FEDERAL MANUFACTURED HOME rn?jSTRUCTI NAND SAFETY STANDARDS ❑❑❑ JACOBSEN HOMES JACOBSEN HOMES y NOTICE: TNESE 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 ORIGNAL, PROPRIETARY, AND CONFIDENTIAL 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 SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL 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) 150.0 (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 #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 112" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LEIS 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 FLOORS 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 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 #4 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 NOTES: EN Ci APPR I, �'ry. �.� qy,,:...... ctj'''.., DAPIA APPROVAL: 1 4.fa, PGi. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE��,.G,c�T[� r ii ' (cl' r FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE i = 910334 '� APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. �" T = J 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Ti jt� 5 ti ,T f O CT �_� HOMES INSTALLATION INSTRUCTIONS. 44 oo �� ' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10. OR ,, ,�gu 12' I -BEAMS (24' MAX. FROM ENDS). ` EDERALMANUFACTURED HOME t r •an 'DATE: JACOBSEN HOMES NOTICE: { 114� THESE SPECIFICATIONS AND DRAWINGS ARE +8 BY: D.M.T. 09-22-01 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 INC. SUCH MATERIALS ARE PRONDED TO THE — DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REc TENT FOR SPEOM PURPOSES AND MUST BE KEPI CONRDENTIAL AND SECRET FROM OTHERS, 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-- 147 1/2" V75" 1102" 1 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 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 }!r iTrr fill!/r�''�/ O / NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN^kPAqyA l` C��.•'•G DAPIA APPROVAL: CL.1,v6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �•�� No, Y_ l�•p3- � 4' 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 `- PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM Ao.e*n PIER CAPACITIES SHOWN ABOVE. `. '� •• STATE" f � iv Ot+T � 1 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. : �y�Q�;•. 10' FOR UNITS WITH 10. OR C{ •• �� `.C�.�tiV:` INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / s 12• I -BEAMS (24• MAX. FROM ENDS). EDERAL MANUFACTURED HOME EID0 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 09-22-01. REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING H„ P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL, PROPRIETARY, AND CONRDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE — DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONFIDENTIAL AND 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 #4 144" WIDE FLOOR.. 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 . 160" WIDE FLOOR- 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE p4 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 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENQ%AftROVAd It eU%o. Q'\STF:H'' DAPA APPROVAL• .� c°�'•'+, v•q, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL No, G- rv- ' 4 , Q 9 /,J 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910� g s 44 MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSENillm I�t ? 't HOMES INSTALLATION INSTRUCTIONS. 'F' '• OCT I I , �.' • NI 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS WITH 10' OR �(• INC, 12' I -BEAMS (24" MAX. FROM ENDS). i.., i + F�F I 11IF t RFFIHQVC JACOBSEN HOMES NOTN THESE SPECIFICATIONSTAND DRAWINGS ARE . CrRAWN BY: D.M.T. AND SA O 'ST 09T 22-01F J Y V:l Nc P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFOENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVOED TO THE DRAWING TITLE: PRE —FIB. 26" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWNG NUMBER: SU-01 -0026 23 I 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" VIDE FLOOR** 580 89" 120"*a 120'*** 120"*** 120"*** 1440 WIDE FLOOR** 50" 76' 103"*** 120"*** 12T*** 120"*** 160" WIDE FLOOR** 45" 69 1/2" 94" 118"*** 120"*** 120"*** 184" WIDE FLOOR** 40" 61" 83' 1D4'*** 120"*** 120"**► MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LEIS. 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 PIER FRAME I -BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD 5.�1®CB®D 'pope, REF. CALC. PG. o®ae •.°•...°gyp o C-SU - 19.01 CE�4o°���®� moo ° ® • , :, n o A DAPU1 APPROVAL ° MUMTe 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° % SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL m � ° � m APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ® .ON J` MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �(7�°° ^ 41 01LPIER CAPACITIES SHOWN ABOVE. °T. 'a Deo 04,2009 A INC. 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED 70 AS SPECIFIED IN THE JACOBSEN 0, tz' o c c c • ° ®� �6�e"8��� FEDERAL H xOFALTOREO ROME coxsrwrnoxaxDsaFEnsraxoaRDs HOMES INSTALLATION INSTRUCIIM WITH 10" OR 4. MAX PIER SPACING 8' FOR UNITS WITH 8' I- -BEAMS / 10' FOR UNITS S®°e°��Q 12° I -BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PER SPACING IF THE PIER SPACING IS LESS THAN W 0.4 JACOBSEN HOMES 140=11 1M SPEWCATIONS AND DRAMM ARE DRAWN BY. M.T. 11-23-09 REV. LEM: DRAWINGnnl: 17 X 22" PIER SPACING PUVERIAIS OFJATJA — P.O. BOX 368 Rod SAFETY HARBOR, FLORIDA 34695 INC. SUCH WLIEBAS ARE FRONDED TO lK REH1PfB11 FOR SPMFM PUtPM MO WST BE DRAWING NUMBER: SU-01-0027 PHONE (813) 726-1138 WTCONROENIIALA"S UFMOMM L4 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS t� (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. 5588lbs. 63081bs. 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. `f 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in LID 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq, in C'l MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 Ibs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 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. Co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. co 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 37751bs 45751bs 5375lbs 6175lbs 6975lbs 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. CIO 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. `o MIN. PIER CAP. 3375lbs 4295lbs 5215Ibs 6135lbs 7055IDS 7975lbs NOTES: Q1 SEE DETAIL 'B'. PACE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES Q2 SEE NOTES: (1). Q3 , AND 0 UNDER TA13LE I, PACE SU-01-0040. 0 FOR ALL UNIT WIDTHS USE 177 sq/In PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO'D) ® 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) Q5 CHECK MTH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR STE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. CALCS. �Pr G`ST E g � No. o •. 910334 . -o TA TE OF r•� i -no. kr i WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED EY INPINC. FEDERAL MANUFACTURED HOME CONSTRUCIIONAND SAFETYSTANDAROS MAR 0 1 1999 FE=THESE AC O B S E N HOMES SPEanCATITIONs1CA1lo DRAWNCS ARE s. �� nT. B.E.M. UA1L 2-6-99 LETTER:J P.O. BOX aRICINAL, PROPRIETARY, AND CO3F10EHTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING 7I1LE PIER FOOTER SIZING CHART INC.SUCH.MATERIALS ARE PROVIDED TO THE FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDARI 34695 PHONE (727) 726-1138 RECIPIENT FCR SPE= RUR M NO UMT 6E KEPT TANRMIIAL AND SEGTEf FROM OTIM DRAWING Ni1MBER: SSU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM 0 g PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM 01 (5 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 PIER SPACING SOIL BEARING PSF CAPACITY (I) © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615g) 2000 404 ,2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM �1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: 01 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 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. 5O 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. REF. CALCS. GWiI- gaol - 9 5-, 02 NGl`�y No. o •' 910334 J AC O B S E N HOMES THESE SPEOFIC;iWS AND DRAWINGS ARE Two ORIGINAL, PROMETARY, AND COFFIDENTIAL P.O. 80X 368 MATERIALS OF dACOSSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE I SAFETY HARBOR, FLORIDA 34695 RECAENT FOR SPECFIC FUtPOSFSS AM MUST K PHONE (727) 726-1138 KEPT CONROENIML AND SE00 FROM OMM ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. DMA APPROVAL APPROVED BY INOPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 01 1999 -- M.T. DATE 2-8-99 REV.IETTEf PIE PIER FOOTER SPECS CHART /--� SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. '8' - 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 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAM7NC5 ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING INC. OLUMN SUPPORT SPANS MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 C ❑„❑ 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-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HONE IS EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS) AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES 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. JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: DRAWN 7WM SPECIRCA71ONS AND DRAVANGS ARE ORO . PROPRIETARY, AND CONFIDEN71AL DRAWU MA7MALS OF JACOBSEN YAMJFACIURING INC. SUM YAIERMAIS ARE PRONDFD TO 1HE REWW FOR SPECFIC PU✓1;lSi5 AND W9 BE DRAWL KEPT CONFDEM RM SECRET FROM OHM 28 M.T. IDAZE. 12-22-94 REV. LETTER. A M-12-M SET UP NOTES SU-05-0001 EXTERIOR ROOFING CLOSE-UP. 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 ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦♦ I I ♦. I I I I I I I I I L. ♦ 'mI. ♦ 'ull. ♦ I �Ilu. ♦ JIII� ♦ +IIII' +Ihn I 'IIIU. 'dlln• "IIII' +IIII' illln. NII. .illlp. .illll,. +IIIP• I +Iny. "IIII/ II / / .i u•.,llll,. .,IIII. •,IIII'. .,IIII. •�Ilr .'lun.. •nlu. +Illli �Ibl/ illli rlup, — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. — COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ ❑❑.❑ ❑ „� ❑❑❑❑ 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 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: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 29 SHINGLE INSTALLATION co co �O� M F - U-) co SEE PAGE RC-19-0002 FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. 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. LOEID❑3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ��JACOBSEN HOMES 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). p,0. 80X 368, 901 4th ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. Q� SAFETY HARBOR, FLA. 34695 STAPLES 12" O.C. MAXIMUM. PHONE (813) 726-1138 5 SHINGLE W/ 6 FASTENERS PER SHINGLE THROUGHRANFUNDERRLAYMENTICH WHICHEISSECURED CEMENTED DOWN TO 3/8" STRUCTURAL SHINGLE INSTALLATION RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE t—==_ SOFFIT MATERIAL I FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (le. 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 ❑❑❑❑ J A C 0 B S E N HOMES THESE SPECIFICATIONS NOTICE: AND DRAWINGS ARE DRAWN BY: S.A. DATE' 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRONDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REORIENT FOR SPEORC PURPOSES AND,IJiST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFDENTiAL AND SECRET FROM'DTHERS. SU-05-0020 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 THESE SPECIFICATIONSIAND DRAWNGS ARE DRAWN BY: DATE RI LETTER: O.A. 06-06-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDEN➢AL DRAWING TITLE: P.O. BOX 368 A MATERIALS OF JACOBSEN MANUFACTURING EXTERIOR SIDING APPLICATION INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECRENT FOR MFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENRAL AND SECRET FROM OTHERS 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 II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES THESE SPECIFICATIONS AND_ORAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S•A. DATE: G-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 33 w A APPROVED BY NIIML 1 3 10 INC. =""ol"Momma nl�;PrLLA-n0t\1 <►uov�4v�►.�h.5+�►uGl �ZA Fi:2F;FM :yi�lY�. ��I►J� I�s���aJ Csy� �) :�(_ Qom" r-�►>J. v,►.l�i��-1,rta1�� - 4 iA2 ..._ =LJiift�1: ' 0 TH I Co (ar�XYl L°)c I !2" yrp� v�c.G �a��inll� Mtn - IG' iNro sruv. iP) 5"tl—oS-Oo 2 it'i'G'VtNYLStfl►uG� tNsru.i.kL�c .. Z71.1E L1•ka1..k=.kTA�hoL•.. w CA APPROVED BY - 0 000r JUL 1 3 M N X4, ,loge VJ.Au- J I � . - 1G 37/e"o..c. OR.. !'J'♦ I r) N I - ii�Kl�h11D V�IC �t!' rica'11 w-.m cd'CL- �, yi�Y�. ��IJ� I�ls-r��a;► cal _ C�eF��) F � vlWL- 5,1P40 6t 01Tij - I-IloG�tA. X�lil�� x 2it2' h(A� 1513 0033 t OF RED f �.... IRE, ,IL ZOUE 2 6N� .3 . j'f�'V11.71'� �lfln�"INSr�L.hP� I MOBILE HOME SET - SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES A0000 P.O. BOX 368 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. 36 DETAIL "B" DRAWN BY: S. A I DATE: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 REV. LETTER: MOBILE HOME SET-UP TIFDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS 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 SHALL BE CAPABLE EQUAL TO OR 3.150 POUNDS 50 PERCENT 0 OVERLOAD POUNDS EQUIPMENT. ANCHORING EQUIPMENT- (LOAD RESISTANCE) OF RESISTING AN ALLOWABLE WORKING LOAD AND SHALL BE CAPABLE OF WITHSTANDING A TOTAL) WITHOUT FAILURE OF THE ANCHORING HOME YOU ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT BY A COATING OF ZINC NOT LESS THAN 0.30 OUNCES PER SQUARE OSTEEL E FOOT OF SUR ACE COATED, AND ON 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 WEN 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 ATO PL CMUST 3EMENT 0 LIT �D THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY 1NJUL 1 3 INC. to ca as S NOT APPONOT 'CLI D TO T EDOION WNS TALTERNA LTRAPS ON ONE Y ON OPPOSITE SIDE OF THEE HOME MAY, BE PUL•_FD N OFF THE SUPPORTS. � � 2 i-TE 3 ,, 6-6-94 to +i SU-07-0001 37 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 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 150 2 NO. 1 1 NO. 1 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFE D�95 HOE (813) 726I1138 NOTICE: THESE sPEcalCAnaNs ANo DRAWINGS ARE ORIGINAL, PROPRIETAn AND CONRDENTIAL MATERIALS INC SUCH MATERIALS ARE PROVIDED M THE IPM FOR IOR OURO��DRAYNG KEPT OWIDBITULAND FROM O1ES DRAIN BY: B.C.K. DATE 03-30-12 REV. LETTER: B. DRAWING TITLE SET-UP/ELECTRICAL NUMBER: SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I 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. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPEgFlCATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEWC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHEL4 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 COPPER ---'_' LAPPROVED 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. ❑❑❑O JACOBSEN HOMES NOTICE: SPECIFICATIONS AND_ORAWINGS ARE UKAWN tiT: S.A. UAIE: 6-6-94 REV. LETTER: ❑❑.❑ -THESE ORIGINAL, PROPRIETARY, AND CDNFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL' GROUND ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113.8 AEOPIMT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: 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 ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-113B 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: 6-6-94 REV. LETTER: S.A. DRAWING TITLE: LIGHT FIXTURE INSTALLATION SU-09-0030 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE, WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. NOME DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE �CIRCATIORS AND DRAVANGS D.M.T. 3-22-95 - OWNAL, PROPRIETARY. AND CONFDENTIAL . DRAWING TITLE: ❑,I❑ ISUCH S OF JACOESENm YAvm TO THE, P.O. BOX 368 INC., yUp1 ��,� pRpypEp � � _ PLUMB. CON. dC GAS TEST SAFETY HARBOR, FLORIDA 34695 REORW FOR gm R 'mES AND MUST BE DRAWING NUMBER: ((09-29-08\\ ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFEENTK AND SECRET FROM 01HM SU-11-0001 1. ) EN] ol (PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THEE sPEaFlcanoNs AND oRAx�NGs ARE D.M.T. 09-29— 08 ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑■❑ MATERIALS OF JACOBSFN MANUFACTURING - ❑,IV❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECPffNT FOR MFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING F�l DIRECTION OF FLOW FITTING NAME: SANITARY TEE ] SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY 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 I MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE FITTING NAME: = 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. LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑ S.A. F)-F)-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑,❑■❑ �❑ P.O. BOX 368 MATERIALS OF ARE MANUFACTURING SET-UP KIT. PL. FITTINGS INC. SUCH MATERIALSRIALS ARE PRONGED 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-11-0010 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i i 2" i 3 / � D i i 2" ALT. VE C 3" DROPW / TYPICAL 2" DROP 3 / `INDICATES 3"� BOTTOM / OF HOME i i 1 1/2" DRY VENT 2" (SEE ALT. FOR UNVENTED OPT. WET VENT i CONNECTION) 0 �- INSTALL FULL SIZE W.C. DROP i � 1 1/2^ 2" CLEAN -OUT IF SLOPE i 3" IS BETWEEN 1/8" & 2" O 3" OE 1/4" PER FOOT i USE OD IF CLEAN- O3" p 3" TYPICAL OUT IS NOT NEEDED 3" O 1 1/2" DROP O Q / i 3" i 3„ 1 1/2" 1 1/2" 0 0 MINIMUM SLOPE 3^ ij 1/8" PER FT. FITTING SCHEDULE / i 1 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" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / Si 3/4" DROP SECTION 3/4" ELL i i �3/4" THREADED INLET i i 3/4" TEE AND FRESH WATER INLET FOR NOTE: 3/4" THREADED 3/4" ELL SINGLE WIDES AND MULTI- INLET - FIELDTHE TWO EXAMPLES SHOWN ARE INSTALLED WIDFS WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ NOTICE: DRAWN BY: DATE: REV. LETTER: J AC O B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL. PROPRIETARY,:AND CONFIDENTIAL DRAWNG TITLE: ❑"❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE RAIN SET-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 46 WATER LINE CROSS -OVER Ni "n l+ "" y r " EE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED J 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ❑❑■❑P.O. ORIGINAL, PROPRIETARY, AND CONFIDENTIAL . MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER ❑,.❑ BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REORIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: 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 RETURN DUCTS. LL IN ONE AIR CONDITIONER UNIT (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. NOTICE DRAWN BY: DATE ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE o.A. 06-06-94 Ht ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE MATERIALS OF MATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE FRONDED TO THE DOUBLE WIDE A.C. CONNECTIONS SAFETY HARBOR, FLORIDA 34695 REaPIENT FOR SPECIFIC K IRFOS1S. AND MUST RE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0001 48 REV. LETTER: A (09-30-08) 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 LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** 0� 0� • �l\ll� llllll� FiE C Band Clamp L 3 MIN. CONNECTING OR SPLICING ,{(0) CONNECTING SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET OVER FITTING. APPLY DUCT TAPE* AROUND JACKET AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMF HAS BEEN COMPRESSED AND CLAMPING - PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. 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). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES A) FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. B) INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. C) APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. D) BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE . WIDTH ON EACH JACKET. A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. 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 3° — 10") AND 2 IN. W.G. (DIAMETERS 12° AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL. DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK 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-1 3-001 O 00 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. VSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R.R. DATE: 01-21-00. REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS JACORIALS SENARE MANUFACTURING DRAWING TITLE: DRYER VENTING n ❑„❑ P.O. BOX 368 INC. SUCH'MAIERIALS ARE PROVIDED TO THE AT ELECT. CLOTHES //-�` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: 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) y�V 4'-0"O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. r� (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. ❑❑❑❑ H[t JACOBSEN HOMES P.O. BOX 368 SAFETYR(7027) 7261D1334695 PHONESU-15-0003 NOTICE: THESE SPEdFlCAnDNS AM DRAWINGS ARE ORIGNA4 PR MUARY, AND ODNFlDENTK MATERIALS OF JACOBSEN MANUFACTURING NQ SUCH MATERIALS ARE PROVW TO THE OHM WT M SEOOsHNV DRANK BY: M.T. DATE 03-08-07 REV LEfIER' B . DRAWING TITLE: W/H PAN DRAIN pRA►NNG NUMBER.- 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 MUST�,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. I:Lml oil NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAB1NGS ARE DRAWN BY: S.A. DATE: 6-6-94. REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOWN DRAFT RANGE VENTING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CDNFIDENBAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0002 PHONE (727) 726-1138 52 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RONS AND DRAMANGS ARE THESE SPECIFICATIONS ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS Of JACOBSEN MANUFACTUG MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE RECPIENT FOR SPm PURPOSES AND MIST BE IVT CONFIDENTIAL SECRET FROM OTHERS DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER ILJ, B (10-08-08) DRAWING TITLE - BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER: SU-15-001 O 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I DUCTS SHALL BE MADE PER OTHER DETAILS. 0 0 I CEILING BOARD --- L I PLENUM DUCT DISTRIBUION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE: DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES 1NESEsPEUNCATIONSAND DRAWNGSAM C.L.Y. 1 3-21-95 ordoNAL. PROPRIETARY. AND CONFIDENTIAL DRAWING'' HANDLER CROSS -OVER ❑a,❑ MATEIM OF JACOM MANUFACTURING P.O. BOX 368 M SUCH UATERIAS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPEN FOR SKCFIC PURPOSES NO WSi DE DRAWING NUMBER PHONE (813) 726-1138 IVT CWWRAL NO SECRET n= CUM SU-AC-0100 55 I'M MEN,