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HomeMy WebLinkAboutSet-Up ManualSET-UP MANUAL JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-07/14 MANUFACTURED ' HOME SET-UP . *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT'ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL �l 1/8 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 NOTICE: THESE SPEgFlCATONS AND DRAVNNGS ARE DRAWN BY: O•A. DATE � �-21-OC) REV. LETTER: ❑❑�❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET-UP ❑,�❑ INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0001 ❑ ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REO RENT FOR SPECIFIC PIVOSES AM MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. (10-08-08) DETAILS "A" AND "B" MAIN FTNAIff 1fE llum (SEE NOTE lfi) PIER CAPPED WRH SOLID CONCAEIE---_ BOCK (a r THICK) If X r X 16' mm How BlOCKS� WITH OPEN CLS VFR11m SEE TABLE I FOR PER F007E SIZING AND SPACING SPECIFICATIONS (PAGE 11) (SEE SU-4 FOR 16 X 16 PRECAST PH PAD SPACING) SEE NOTE #4--- RFJIOVE ALL ORGANIC MATEII ` AND PLACE PAD ON STARE SOILBELOW FROST IN PER LOCAL CODE IIE011HNBIENIS. SEE NOTE J2 DETAIL 'A' (DDwoN vAW WITH MAX ALLOWABLE SOIL BEARING) TIE -DOWN STRAPS ATTACHED-\ 7D RIDGE BEAM OOLMS ON EACH SECTION 70 BE CONNECTED TO A DW81E HEADED ANCHOR SEE NOTE /4 - DOITITI.E HEADED SEE NOTE 12 J SEE NOTE J3 TREATEDT SIBER (SEE NOTE 111) PIER CAPPED Wm SOLID f X Ir X 16' CELLED MASONRY BLOCKS WITH OPBN CE LS VERTICAL. (SEE NOTE #I FOR MAX. PIER HEIGHTS AND DETAIL ABOVE) SEE TABLE FOR PIER F007ER SI G AND SPACING 91101CATIONS (PAGE 10) IGOVE ALL ORGANIC MATERIAL AND PLACE PAD ON STABLE SOIL BELOW FROSM PER LOCAL CODE REWIREM DETAIL 'B' "SEE N07E /2 (DDH1NSlON VARIES in MAX AUAWAHE SOIL IEARIN% 4 u s a p RjI, JACOBSEN HOMES Oulu P.O. BOX 368 LJMFLJ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 %m � No 484 m • ° m j od ° m ° o ®13TATE OF o*� o° o O R I I. 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54" MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS S. 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. P, a "..:^ IM SiCF1 =W AMU MAW= AR MGKkL PRQ?REiAR1r. RM CalMOM DRAWN BM DRAWING 71 MAMUUB OF AACMIS?I MAMAFACUM W. SUCH YA7OU ARE PRMM TO M DRAW NG M MW FM OW FUHP= AID MIST BE WT CmmomA. AIM mm Rw omm APPROVED BY Revised Dec 17,2008 INFri'INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A. i DAME 09-07-93 REV. EEM— DETAILS 'A' & 'Re A SU-01-0001.1 1 (12-15-08) E I.J Fcdral I'v.anulach::cd ALIrds 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, ANO 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 164Z Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 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 of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floorjoists 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 windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. OT ,,����� .., moo` �I IN P , bi PE10505134 STATE OF ; W 9�.0 /NDIANP, :4c NA •lip 5/6/2014 3 SU-01-0001.2 r�lti :Y i.'7^Lli2t)C:_"eej tort;? b:aitl:l Jacobsen Homes Footing Capacities 8 in. x 16 in. (single stack) pier 16 in. x 16 In. (double stack) pier Unreinforced Unreinforced Soil Bearing Minimum Minimum Minimum Capacitity Footing Foisting t Maximum Footing cast -in -place Maximum Footing cast -in -place (pso Sim (in.) Area (In. ) Capacity(Ibs.) minimum Capacity(lbs.) minimum thickness (in.) thickness (in.) 16 is 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 N C 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O sad 36 x36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 rote . 10 10,700 30 48 x 48 2,304 13,100 xete 4 12 13,600 10 16.16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 us G 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 x- + 10 8,900 8 rl 36 x 36 1,296 12,400 not• + 10 12,600 8 42 x 42 1,764 16,500 note r 12 16,800 note + 10 48 x 48 2,304 21,200 ate + 14 21,600 Nin. 12 16 x 16 256 3,400 6 3,400 6 20 x 20 400 5,300 6 5,300 6 N fl' 24 x 24 576 7,600 8 7,700 6 O 30 x 30 900 11,700 ti e 10 11,900 8 O O N 36 x 36 1,296 16,700 - 15 16,900 N.,• + 10 42 x 42 1,764 211700 . to 4 18 22,700 es• 4 12 16 x 16 256 4,300 6 4,300 6 H a 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 nose + 8 9,700 6 N 30 x 30 900 14,600 note + 10 15,000 8 36 x 36 1,296 20,700 ete is 12 21,400 net• + 30 16 x 16 256 5,200 6 5,200 6 n N a zo x zo 400 8,100 net• . a e,100 6 w. o O 24 x 24 576 11,500 nett + 10 11,700 6 1e,• 8 rn 30x30 900 17,300 a 12 13,300 4 36 x 36 1,296 25,400 net• + 14 25,900 • • 30 16 x 16 256 7,000 6 7,000 6 N ills .., n' 20 x 20 400 10,800 me . a 10,900 6 ' O 8 O 243x 24 576 15,500 me 30 15,600 rt:,It J a 0 x 30 900 23,300 • • . 12 24,2011 t• + 30 1. the footing sizes shown are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other :onfigurabons, such as rectangular or circular configuratons, 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 feeling is not less than the thickness of the fooling. 2. The 6 in. cast -in -place values can be used for 4 in. um -forced precast concrete footings. 3. The capacity values listed have been reduced by the dead goad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,030 lbs. for B in. x 16 in. single stack block and 16,000 Its for 16 in, x 16 in. duub;e slack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 On the frame (1-be3m) a single stack block pier shall not exceed 36" high (see footnote 4 for mamnwni capacity) and a double stack black tiler wrh interlocked blocks shall not exceed 67' high (see footnote 4 for maximum capactty). When installed along the perimeter or the mating line a single slack block pier shad not exceed 54" in he-ght (see footnote 4 for maximum capacity) Any piers that exceed the nieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7 Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (padsl shall only to used in accordance with the pad manufacturer's instructions and must be cert.fied for use in the sod 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. S. 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 SECTIONS) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NO THESE SPECIFICATIONS AND DRANINGS ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 n ut P.O. BOX 368 INC. SUCI1 MATERIALS ARE PRGwDED TO THE '/--�` SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPST FOR SPECIFIC PURPOSES AND MUST BE IOPT CONFIDOILIAL AND SEW FROM OTHERS DRAWING NUMBER: SU-01-0002 (09-30-08) 5 SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 (5) 3 T f- SEE NOTE #2 NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 4 2 1 5 5 3 >- SEE NOTE #2 SEE NOTE #4 I NOTE #1 j \-NOTE #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: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DOUBLE WIDE BLOCKING DRAWING NUMBER: SU-01 -0003 n 2 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 >_ SEE NOTE #2 I �- SEE NOTE #4 --� NOTE #5 I NOTE #1 I SEE NOTE #3 4 2 1 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 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 366 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 REOPIENT FOR SPECIFIC PURPOSES AND WUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADWL REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS EMIR BLOCKING 10 IN ADDITION TO OflD91t OLDOIING REWMIED W THIS MANUAL - ALL FLOOR WIDTIO AND JUM SCSI TYP. saner sMS ON SMEWALL OR MARRIAGE WALL HOST BEAM NOTE PERIMETER BLOCIONG REOLRED AT 48' O.C. MAX. ROB TO SU--01-0008 LLJ ANY SIZE TLIR A ffVOR 9ROWElt AT SOIEWALL OR MARRIAGE WALL UNOER EACH GIVE OF ALL E UERIOR MOM LOCATE/ ON WOEWALM 2 OR MOE 46 1/2' MOM PIERS REQUIRED AT EACH END —� AND BETWEEN EACH OPENING Murat REMSE AREAS REWRE PIM SPACED 64' O.C. MAX (ie' OR LESS IN DFP1H) EACH END OF RECDifED ARE" REMM AREAS W/ME BAY REOUftE PIERS SPAM 64' O.C. MAX. THM ALSO APPLIE! TO ALL ENDWALL BAY WINDOM LMM§ KXIPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 64' D.C. MAX CABINETS ALONG fOIEWALL OR MARRIAGE WALL 1 (APPLIES TO BATH CABINETS BO' OR GREATER N LENGTH) (SAME U. MG MAY BE USED FOR MULTIPLE 46 1/2' WDOWS) j I • • SPECIAL BLOCKING NOTE FOR W-W HOW) WIRE 9Fx8 FLOOR SELTIONS ONLY] PUKIER BLIDING IS RFGtIIRD (MARRI4OE AND MENIS) SW ON DENIER MAX SPACING DAPIA APPROVAL NOTE LEVEL R a SME3M RW (WALL TO SIDEIIALL OR MAFNAGE WALL) UK NSTAWMG PERRMETER RM Q M w NOTEfi: Lu �� V I 9E I� ,. FOR Tlf ADOIIIOMII EMUiFAUIED As NpG1FD A804E usE 16' X 16' PER PADS M/l le—C 2. LWlE RDCIUIG U H PEliMM JW OR hill, U' OF SSE BO OF 2d WIS WUTM AT IS at MA10 A CC MAR 20 2014 C 1 CUI081 PUS ARE N Wn MANY OW 1LA W PUS AM MAVC RE a. 4. FID& ER W=G IS IE(IlfiED MBW 11E FLOORS (YAA kM & SLEKW) W aC. MAX. a Federel Marmfeet+ad m 5. PERS USM Fat PI7it M SUPPORT MUST BE INSULLED VM TIE Imo, lMFM4011 PNMNIEI TO THE FUXIV RAL }fie Conmvww B. W D POKS RMG IS AEpW, ANY MATIIG LK OPEN SPAN QVI R TWIN V, MM NAVE NIEMMEDIAIE PUS And Seiay Sandmds PI = AT MAX IV O.C. DOT 184' RDE FIRS. SEE SPE X NOTE • •. RIM TO NO SU60{-0005.2 FOR W FLOOR SYSi X JACOBSEN HOMES NOTICE!: nm FPIW07m No ww" ARE WJWALsPKMUA" MANBY: O.A. DATE 4-12-00 REV, LETTER: DRAM1NGm"um ' ADDITIONAL BLOCKING P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (BI3) 726-1138 MA INC. SM WNW ARE PROM!® TO 7W WMW FOR S4= PUt W NO MIST BE IVT CNE K MO mu FROY ollm lj (03-19-14) DRAWING NUTAIM SU-OT —0005 8 (APPLICABLE TO ALL IMPERIAL AND qtLORO COTTAGES OTH 1841 FLOOR ► 0THS-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 MALL 49"/24" 64"/40" 64"/48" VAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# oA n, 4 C-FL- 89.01 - 89.03 ALL >AANDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY IN111a,2009 M NC. FEDER/LL WWUFACTURED NOrE - CONSTRUCTION AND SAFELY STANDARDS Nonda DRAYR Or: Ia UAILS Rcr. ■LIlUr JACOBbEN HOME$ ������ ��� � M.T. os-oz-os A4t �wIt�CP uo �W N Y! DRA qC 117117 ' P.01 Box 36e y�nl yrATp1U�5 Aat.w4m ADD. PER. BLOCKING REOLgREIr♦ENTS SAFETY HARBOR. 3a95F ifac� TDR G RI S0-01-0005.1 7'�roa�p�� 9 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED [SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: DAPIA APPROVAL 1. PRE —FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET—UP MANUAL 2 THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS N.! 'G o MAR 19 2014 O O CL Home Coastrucdonuon Q Federal manufactured O And Safety Standards AM JACOBSEN HOMES N0T1CIL DRAWN B : DAME REV. LETTER: THESE %-EmcAlms AND mA,IM YOUNG 11-18-2011 OMMA4 PROPFEM, AW CWDO nAL DRAWING TITLE P.O. BOX 368 MATERWS CF dACOBSEN MANUFACTURING PERIMETER BLOCKING IMP -DC INC. SUCH MATEPUQS ARE PROWED TO THE El SAFEPHONE (1) 7ORID 138 95 W IDM m M HM pgAyylNG NUMBER: SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM 6� FOR SPECIFICS 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 kh, THE MARRIAGE LINE) A DAM APPROVAL JACOBSEN HOMES rTortc>� ,,,� svE�Anas AND DRAgNGS ARE "�+NT: M.T. N"l'' 05-20-06 lay. Llluc P.O. BOX 388 W MAL PRUFMIARK AND 9MULMAL "A7MA S OF JACOBSEN NANI FACMING DRAYNNG TITLE: BLOCKING (PIER) LABELS Q u „ SAFETYHARBOR, FLORIDA INC. SUCH WEIMS Ali PROVW TO 71f WTI �RIOON DRAYANG NUMBER: (09-04-12) HO E)73 AN01H SU-01-0006 11 ADDITIONAL RECESSED PORCH BLOCKING (mS B<mIx is 11 am TD Ilwa IG me IV us muu) �' pAIL 61* MAX USE DETAIL V ONLY WO Ol(iRIGGER ES ON FLOOR JOIST PORCH POST SEE OETAL A• /SEE DETAIL g DIRECTLY Ulm TYP. RECESSED PORCH t; EXIERJOR MfALL ExTE>:IDR TEAu ADDED 1-BEAU19W DIFRIOR WALL — RECESSED PORCH REOUItE PERS SPACED 6f D.C.• VAX PER uHDEx LIDDED I -BEAM (AHD PIERS AT PORCH P06T5) AS SHOWNPER u'VQiR Alk1� I -AIL 64' 0.c MAX _ rPIER SPAaNG AT MARMAGEWALL got- MSTAa BETMM EDGE OF PIER AND EDGE OF PORCH POST YAY HOT EXW DEPTH OF TIP. PORCH POST IYP. PORCH POST FLOOR JIM (5.ltn 51 2' MIME rm vrwrN R nines. TV. PORCH FLOMG **-t PORCH FLOOR JOIST OOUBLE PORCH PERIMETER RAIL(2) 2 X 6PT X If UK STRAPBRACED BEP11M 2 TIP. lE-OOINN (SEE ODORDETAILS)PORCH fin JOISTSIER (C X 6' x lb') 16' X IV MR PIER PAD C�20SS SECTION VIEW At I ir. PORCH POST M PORCH FLOORING -� POROT FLOOR JOIST (2}2x6PTX1e-MK BRIDGED BEND 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' PORCH FLOOR JOIST DOUBLE PQCR PERIMETER RAL —T � (2) 2 X 6 PT X IB• ION. BRDGfD BETWEEN 2.- . TIP. IIE-DOiIN STRAPPORCH FLOCK JOISTS (SEE OTHER DETAILS) TIP. F1ER (B' x 6• x 161 IC X 16* UK PIER PAD CROSS SECTION VIEW Bl CH ,-..,NOTE:MCE BEPCRC EDGE OF V. PORCH FLDOAQIG�1I2� i PIER AID ND EEDGE OF PORITi POSE PORCH FLOOR JOIST MAY NOT Em 5 I?r (2) 2 X 6 PT X 18' LIaM• BRIDGED Ot`iT O 2 11E-OOfr! STRAP PORCH FLOOR JOISTS SEF OW DETAILS) LONGITUDINAL. VIEW Et2 E,,,,• DETAIL 'B' NOTES 'O� • ��6-j 1C. •. C i'••. L ADITNINAL BLOOON6 REND ASkMOICATEO ABOVE (USE IC X 16' PER PAS ON IODO PSF SOL GPAQ14 t LOCATE BLOC= UNDER PERIMETER JOIST OR NOW S 1/f CF END OF 16' QC. 1 POWEIER BLOd011G is RE4ARED UNDER PORM AT EACH POST (61O,G MAX) =Ar ) L I Q 4. ADDH WX MOMS RE011FED AS IN>tCARD ABOVE INW CENTER OF ADDED I -BEAN Y w F A E 0 S � �MDDETAIIS FOR OW REOUMS BLOOM LOU71M I. �kol - • 10mol .. `4 Tk FROM UAW HOUSE I..Rr • / •.• APPROVED BY �Dll 1.3,2006 I Ir il'11NC. FIRM MAOUFA ulEOMOPE CONSMCHM MO SAFETY STMOMOS 6. ADDED I-wm AT rww/Euluaw HALL WY 09TER a 9 . A� "r NOTIM ss �'.. OAX, REY LETTER JACOBSEN HOMES �m►adme AA R.P.11-2a-os caaia. AND COWMI& DRAWM DILL' AWTTON L RECEM P.q Box 36e MAMULS OF JACOM MMAlFACROM W. M MAM" ARE rt WDM rD TILE PORCH OLOCKWG SAFETY HARBOR. FLORIDA 3"95 AEi W M 9= P^V= Al "l IE DRAWW WMBER: PROME (813) 726-1133 OUT coffaumm ImDu SU-01-0007 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was'submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 ��tit¢�¢¢t►�ejo� D John C. Do den, PE * ; r54E34 ; 15133 CR 22 Goshen, IN 46528 Cc a Phone: (574) 825-766 0'. STATE of ;"ccra .n : U ` ONA a 13 ATTACHMENT TO HOST BEAM ATTACHMEIdT MAY BE FLUSH WITH HOUSE —� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN 'LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER 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 N D S 01 I RU. T&CS ALSO MEETS VANDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L NOTES: 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: w �i `. c� irl�;; 1,•a�i� APPROVED BY 20' MADE MAX WINO ZONE 2 OR 12-NM Ems. B SITES, � � : -`%' f�'•ON 16' WIDE MAX WIND ZONE 3 OR 14lXIPH EXP. B SITES;' ' %74 4�i �� ;, Jan 20,200 2. TAN. BRACKET LOAD CAPACITY FOR VERTICAL 11E-DOWNS IS = i 24501 WIND ZONE 2, 29601 WAND ZONE 3 v 3. WALL FRAMING IS 2 X 6 SPF 13 I6 O.C. e.4. OF �} �,�. FEDERAL MANUFACTURED ND1AE CONSTRUCTION AND SAFETY STANDARDS 48' O.C. PERIMETER BLOCXING REOLIRED ON HOST BEAM SIDE OF HOUSE `�/�, ,•: Of: a'.r�`,�,,�•. JACOBSEN HOMES NOTICe etI�s T� ND 311c ims ADRAM�IGS `E Y: ' D.M.T. DATE: 01-10-07 REV. LETTER 01101AI. PROMETARY. AM OOiTDE IA ERIALS CrOr JACOMM MANUFACNRRIC MAITT. DRATWIG Rlt£: TO HOST BEAM - P.0. BOX 368 SAFETY HARBOR. FLORIDA 34695 EC SUM YAM MS ARE FRONOEO*TO THE REC MI RX R'EEOTC FUWM AM IM6( EE DRAWING NUMBER: PHONE (727) 728-1138 . KEPT CORNOmt Mm SEcFV mom orM SU-01-DOOB 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL PIER SINGLE WIDE UNIT BLOCKING PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER 7, 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 N0T10N THESE SPEGIFlCATiONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 1 O-1 O-O8 REV. LETTER: ❑❑■❑ ORIGINAL, PROMETARY, AND CONFlDEN7IAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TEMP. BLOCKING _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SPM F WOGES AND WST BE IOPT OOIFUENTIM AND SECRET FROM OTHERS DRAWING NUMBER: SU-OI -0009 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" VADE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121"' 184" WIDE FLOOR 26" 42" 58" 74" 190" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4 TYP 7" OR 8" > > TYP 30' MAX (TYP) 7G X Q Q NOMINAL 16" X 16" SQUARE PRECAST00 00 T CONCRETE FOOTING �f d T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE- NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALCS. e L y A- o/ G S 0 2 (//` ,111111111111///1�� NOTES: EN� `� v, • . . �! i,� GIST E ! �. Re1 DAPIA APPROVAL REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND `���` �Q•,. No. -'•• �� APPROVED BY 1. SPACINGS. �'�� 910334 •; 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �,� IN OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHDWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME �F :: � -o �. STATE . kl c p INC. % moo•'• •�� 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS / �. '•. ^/ ��, FEDERAL MANUFACTURED HOME FEDERAL MI AT MATING LINE OF MULTIPLE WOE HOMES. �s s mill7l, PROS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. � MHn �� JACOBSEN HOMES THESE cAnTX1S AR OR ARE 'DRAWN BY: M.T. DATE 2-8-99 REV. LEPER. ^ DRAWING TITIE: 16" x 16" PIER SPACING P.O. BOX 368 OM CRKDNAL, PRDPWETARY. AND CCI>r1OENnAL L. PR MATERIALS OF JACOBSEN MANUFACTIMC {U� SAFETY HARBOR, FLORIDA 34695 VC SUCH MATERIALS ARE PRCNDED TO THE REORW FOR SPECIIX PURPm Am MBST BE ITUL AHD SECRET nm Omm DRAWING NUMBER: SU-01-0020 PHONE (727) 726-1138 101 001I101 17 No 45484 .o ALTERNATE MAIN BEAM PIFERO (� x x 1� W4 Cd( IE �P Ri0015) (ND �ORTo OR out ROD) PIER GAFFED MAIM LUFR (SEE NOTE J5) x 1i 115, c w VA 8L00(S-� W #lN MEN CELLS SINGLE STACK BLOCK PIER •e (PERiPE Ae ro Ash BE ) ao i�Ax CAPAan-SEE 461E 0 STATE r.-F o o°' vI WA TfEAGYRE THog T AIjn/OR , @' AND 4 x 511E (SEE t RER CAPPED tm CONCRETE IRESSURE IEATED UWR (SE RE ! ) _ $ z B" 1160 MUD VAS* BLOCKS OTH OPEN CELLS VERTICAL DOUBLE STACK BLOCK PIER 16 000 TES, CAPACITY (SEE NOTE 0 A 12) Ef x It X 16" HOLLC* CTINCRETE BLOCK IS 9KTK TAL OFFSETS THE TOP TD THE e0Tra OF THE TIER T NOT EMED W. Ir x Ir x Ir HOLLO# CONCRETE BLOCKS ARE SH* HOROTAL OFFSETS FROV THE TOP TO THE BOTTW OF THE FIR 0 40T EXCEED Ilt. FLOOR *DTH MAX. MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144" *DE FLOOR 2428 LB& 3488 LBS. 4M8 LEIS. 5608 LBS. 16W *DE FLOOR 2661 LBS. 3838 LBS. 5014 LOS, 6191 LBS. IBC SIDE FLOOR 2961 LBS. 4288 LIRA 5615 LBS, 6941 LBS. PIER LOADS INCLUDE *EIGHT OF PIER UP 10 2500 - ADD DIFFERENCE WIEN PIER j,£IGHT IS GREATER NOTEt UN(CHECKITPIER PAD LOAD CAPACITIEDTHS INCLUDES A 6- S BASED ON SOIL BEARING PO4 BOTH' SIDES PSF) REF. C CS 01-OMO FOR PER SPA01p THEN US.NG 16It 15" PIER PADS, I�ff1j USNG le it16" PIER PA OM T CONCRETE MY AT BE LISTED Alp CER TO EXCEED OR BE EQUAL IER CAPAOTY 2, OHE11 U94G PIER PADS THEY VUST BE LISTED ✓Q CERWED TO EXCEED OR EQUAL 04 M CAPACT1x 3, START I -BEAM PIER SPACING 24' FROV EACH END OF M fl AT EACH I -BEAD AID VWW SPACING 9* IN THE CHART ABOVE FOR FULL LE40 OF 4. ANY PIER HMTS ABOVE 61P DUST BE dMQ" BY A P.E OR ARCIUTECT. 5, CAAj�jUS PSMUST BE SAE WIG% AND #DTH AS THE PIERS ON #fiM )HEY REST, 6, BE USED TO A11Y PLATESR /1d {G VERTICAL GAPS, 2 OR 4 6p NO�IAL SOLID C*CK TE BLON �1 YAY BI 20 PSF ROOF 10 PSF D.L. APPROVED BY INRevised Oct 17,2008 INC. FEDERAL rWUFACTURED HOME CONSTRUCTION AND SAFETYSTANDARDS JACOBSEN HOMED NNE SKOW m1,RA ARE O.A. _ _ 2-8-99 Ro. BOX 388 ME � ��0 TITLE` ALT. MAIN BEAM PIERS SAFETY HARBOR, FLORDA wg!l at E � BE DR G PHO1�{E (727) 726-1138 L�r IJosQrET OTIEAS SU-01-0021 (10-08-08) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 257 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. �00� JACOBSEN HOMES ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDARI 34695 000� 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. B.E.M. I ... 2-11-99 I DRAWING TITLE: MIN. HOME SET HEIGHT I SU-01-0022 19 16" X 16" PIER FOOTER SPACINGS* IMIN. 256 SQ IN) MAXIMUM I -BEAM PIER SPACING F:LOOR TH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 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" 85" 74 1/2" 113 1/2" 103" 90 1/2" SEE NOTE #4 SEE NOTE fj4 107" 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 184" WIDE FLOOR. 26 1/2" 42 1/2" 58 1/2" MIN. PIER CAPACITY 1778 LEIS 2667 LEIS '3S56 LEIS 4444 LEIS 5333 LEIS 6222 LEIS X 18 1/2" PIER FOOTER SPACINGS* f MIN. 342 1 /4 4() TM) FLOOR WIDTH MAXIMUM I 'BEAM MAXIMUM PIER PIER SPACING SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1500 (PSF) 86" 73" 66 1/2" /2" E 2000 (PSF) 117 1/2" 100" 90 1/2 79.1/2" 2500 (PSF) SEE NOTE y4 SEE NOTE y4 115" 101" 3000 (PSF) SEE NOTE g4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 3500 (PSF) SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 120" WIDE FLOOR-- 54 1/2" 144" WIDE FLOOR- 46" 160" WIDE FLOOR.. 42" 184" WIDE FLOOR.. 37" MIN. PIER CAPACITY 2377 LBS. LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH *• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR 12' I -BEAMS (24" MAX. FROM ENDS). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 /o ENGINEER APPROVAL: i fTCW p�' NOTICE: If THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROIADED TO THE RECIRENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS f DAPIA APPROVAL: /S6c cel-11, (- rY- ( f• 4/,l APPROVED BY OCT 1NIH1 INC. FEDERAL MANUFACTURED HOME CDNSTRLIC71 NANDSAFETYSTANDARUS DRAWN BY: DATE; - REV. LETTER: )RAMINC TITLE: D.M.T. 09-22-01 PRE-FAB. 16' & 18 1/2" PIER PAD SPACING )RAWING NUMBER; SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* MIN'. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE. NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE y4 SEE NOTE p4 SEE NOTE #4 184" WIDE FLOOR** 43 68" 93" 117 1/2" SEE NOTE H4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LEIS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SUN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2- 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" NO.E FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE N4 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" 94" 119" SEE NOTE y4 SEE NOTE #4 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 iN �0 0 NOTES: EN AIVR'�l �YyA. �.� fB� ......? OAPIA APPROVAL: ScE 44 c. PG,\ i. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE HOLES SET-UP MANUAL. ••; VQ•,,•G�STE,q� •. 4' �.�� _ t �r _ �� FOOTINGS SPECIFIED IN THE JACOBSEN :,��,� i4o. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE = 9 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �"'s •'' PIER CAPACITIES SHOWN ABOVE. M 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t STA CT 1_� HOMES INSTALLATION INSTRUCTIONS. WITH 10" OR .� •,, s' ' ' ;' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS yt7� , ,•d�.•, 12" I -BEAMS (24' MA)L FROM ENDS). y EDERAL MANUFACTURED HOME c •un JACOBSEN HOMES THESE SPECIFICANOTICE: 444E TIONS AND DRAWINGS ARE 43BY: D.I.T. 09-22-01 DATE: REV. LETTER: DRAWING TITLE:P.O. 18' % 22" k 20" PIER PAO SPACING Rd BOX 368 ORIGINAL,PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGpRE-FAB. INC. SUCH MATERIALS ARE PRONDED TO THESAFETY DRAWING NUMBER: SU-01-0024 HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECRIC PURPDSES AND MUST BE REp1 CDNFDENTIAL 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-* 47 1/2" 75" 102" 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 #a SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P ov :,"IL.�;;;,'% 1` GQ C� ` DAPIA APPROVAL: L �6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. : No. Tye _ 14,1?; ( 4, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 10334 = ' It = PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ro.e.rr PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 'd •• STATE"" Y •' {L � os �(j�•. oy� B" I / 10' FOR UNITS WITH 10' OR �� •• INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH -BEAMS s 12' I -BEAMS (24' MAX. FROM ENDS). EDERALMANUFACTUREDHOME , ElElE 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 CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE — NUMBER: ❑ PHONE (813) 726-1138 KEPI CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING SU-01-0025 22 23 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 y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 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 y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184' WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 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 NOTES: EN OV L + f.• `�•. .....P�� EkF�SEA r0AP A APPROVAL' G�iL 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE � Vp.�G�ST Na• 'TV- 1 O � FOOTINGS SPECIFIED IN THE JACOBSEN HOLIES SET-UP MANUAL. Q" � � 2. THE PRE -FABRICATED PIER PADS ARE TO 8E INSTALLED PER THE � 9103 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR** 580 89" 120'ta 120"at 120"tt* 120"*" 144" WIDE FLOOR** 50' 76' 103"ttt 120'stt 120"*tt 120"*a 160' WIDE FLOOR** 45" 69 1/2" 94" 118"*** 120'*** 120"*tt 184" WIDE FLOOR** 40° 61° 83' 104'*t* 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH tt INCLUDES A 6" OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE ROUNDED) MCAL PER FRAME 1-BEAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD ee%®®B0x. CALC. PG. �p��REF. C-SU - 19.01E� 00��1W®ese®etF®® 4 ® DAPU1 APPROVAL NO ° 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° r SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL ® -0 °O� ° m APPROVED BY 2. THE PRE-FABPoCATED PIER PADS ARE TO BE INSTALLED PER THE ® S 7 F o MANUFACTURER'S INSTALLA1ION INSTRUCTIONS AND MEET THE MINIMUM `� 00 '� ON oa,2oo9 rll)�C. PIER CAPACITIES SHOWN ABOVE ° °®tee`"to e'�®�0 "•° 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE IACOBSEN m� S •' � 0® ® s • 9 FEDERAL CTION MANUFACTURED SAFETY xOST CONSTRUCTION coxsmucrioxaxosacEtrsraxoAxos HOMES INSTALLATION INSTRUCTIONS A��%®p A MAX. PIER SPACING 8' FOR UNITS WITH B' I- -BEAMS / 10' FOR UNITS WITH 10" OR d E b e 12• I -BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 0 04 JACOBSEN HOMES )TOTICE: 1FFM WWROAMS M nluMM DRAWN BY: M.T. DATE 11-23-09 REV. LiTiF1i: DRAWM1Nc n7>F: 17 X 220 PIER SPACING PRO�PR� MD — P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. 10 MAIFFXAIS ARE PROV= TO M XBTEFRT FOR MMFIC PUWO AXo WST BE WIT 0MRDF1 X AND SMU FM OMM ORAWI9NG NUMBER: SU-01-0027 PHONE (813) 726-1136 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (FOR SIDEWALL OPENINGS SEE NOTE (D) LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF 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. 1 2708lbs. 34281bs. 1 4148lbs. 1 4868lbs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in i(3 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 IDS. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 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. CD 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. 01 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING 8'-12' 12' -16' 16'-20' 20'-24' 24'-28' 28'-32' A CAPACITY PSF 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. - 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. Co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055IDS 7975lbs NOTES: 0 SEE DETAIL 'B.. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES (1) SEENOTES: (2). OO . AND ( UNDER TABLE 1, PACE SU-01-0040. Q3 FOR ALL UNIT WIDTHS USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS, THAT ARE 49 INCHES TO 96 INCHES WIDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 s%to PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO-D) Q4 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 KITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFELY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 No.pFo' 910334 NOTICE: THESE SPECIFICATIONS AND 11RAwNGS ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO 1HE REMENT FOR SPM PURPW AIG MST BE IVT CO IMITAL AND SM FROM OTRERS OF B.E.M. WINDZONE III (110 MPH) ALL EXPOSUR' 20 PSF ROOF 10 PSF D.L. APPROVED EY ON INC. FEDERAL MANUFACTURED HOME CONSTflWIMN AM SAFETY STANDARDS MAR 0 1 1999 DAIS REV. LEVEE 2-6-99 )OTER SIZING CHART n. AR. WALL OPENINGS (� SU-01-0030 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM (1) (5) PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" 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 &�) PIER SPACING SOIL BEARING PSF CAPACITY G © 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 © 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 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPAC11ON FOR FILL. 0 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 0 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. REF. CALCS. Glvfl- .0 l - 9 02 LNLRNtWW it EqF F<< •1 � No. O 910334of: c1c DAPIA APPROVAL: APPROVED BY IN INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 ig9g JACOBSEN HOMES NOS MD D � �'AlffF F�(�� M T DATE 2-g-99 REV. LETTER: tNEse sPEculcAnaNs AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND COFFWTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF kCOMS AIM PROVIDED ING Ta PIER FOOTER SPECS CHART M1C. SUCH MAIFHALS AIM F'RONOED TO THE SAFETY HARBOR, FLORIDA 34695 MWENT FOR SPEOFlC FLff SEW AND MUST BE DRAWING NUIEBER: PHONE (727) 726-1138 KEPT CONFlOENM AND SEaTET FROM OTHERS SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' MN #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). ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE:. 6-6-94 REV. LETTER: --OF] ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING DRAWING TITLE• COLUMN SUPPORT SPANS ❑„❑ P.O. BOX 368 MATERIALS ARE INC. SUCH MATERIALS ARE PROVIDED TO THE Ilk- ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-03-0001 27 1. SET UP NOTES (CLOSE UP) YOUR HOME 18 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 PLASTIr IS TQ RE KtMUVING SNIPPING 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 THESE 4PEaFl MOMS AND MAYARcs A� CK DRAIMN 8Y: M T DATE 12-22-94 Rom' : ORWWAL. PRMUARY, AND CCf1FlDENIAL DRAVANG TITLE: A P.O. Box 366 MAmuuS OF —uuu=m MAHUFACTUR1Hc SET UP NOTES SAFETY HARBOR, FLORIDA 34695 FEMW MIG SUCH MATERIALS ARE PRMW M THE HE PHONE (727) 726-1138 CMnK � g RNMFy WM BE DRAWING NUMBER M-1P-M SU-05-0001 28 13 •nllr �, ..pry,. nlryp. +Iilr +IIIn. "IIryV ullll,. EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦♦ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ I I ♦I I I , I I I I I ♦ .ul,I, ♦ alai ♦ I �uu, ♦ '41n ♦ •�IIIm I •�lu,. Man. a4p. ry41,. 411,. .,uln I � alul. +44,. .pp,. i i — 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 MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE FRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND IIUST 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 SEE PAGE RC-19-0002 SHINGLE INSTALLATION s{cravy w.vrr�.vs rr'vaprcr. 11 rai 9 . II iK", �.vaoacs rvsw�T. 00 �O� � co 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. ❑❑❑❑ J AC 0 B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ❑❑.❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P.O. BOX 368, 901 4th ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. ❑❑❑❑ SAFETY HARBOR, FLA. 34695 STAPLES 12" O.C. MAXIMUM. PHONE (813) 726-1138 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8' STRUCTURAL 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 I _ SOFFIT MATERIAL _H FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET-UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING 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 15 GA. STAPLES AT 6° 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ J A C 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAYANGS 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 ING MATERIALS OF MATERJACOIALS ARESEN ROOD D TO THE INC. SUCH MATERIALS ARE FRONDED TO THE ❑❑❑❑ SAFETY HARBOR,. FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND,NNT BE SECRET FROWOTHERS DRAWING NUMBER: SU-O5-O020 PHONE (727) 726-1138 KEPT CONFIDENIIAL AND 31 MOBILE HOME SET -UP -/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1' ROOFING NAILS 6° O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION - PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRANK 8Y: DATE REV LETTER: THESE sPECIFlCA71aNS AND DRAWINGS ARE O.A. 06-06-94 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE A ❑„❑ MATERIALS OF JACOM MANUFACTURING P.O. BOX 368 SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR SIDING APPLICATION INC. ❑❑❑❑ SAFETYHONER(727) 726 11 84695 M MFFlNKmR�mmOIHM M DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I ��- MATING LINE OF UNITS - - - - - - - - - -- I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAKINGS ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A.6-6-94 I IA':. REV. LEI IER: DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE 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 APPROVED BY lNf INC. �f2i02i ►�1�-�- �!-I `nT�I � � :. . f � � �t�r G►!C� � � � ' L•111�fat�1.: ! � • it _ li CMRX�._ .. -: . -47 !� E� WFTp AfIIt4 I;roz l 4 *utn 0 mil Avm� v c� CMI r) Hl J V. 0 0 0 0 0 ex i�fio Stu9 L'tYP) i - � . 1 _. Z�e 2 614t�p .3 7A419¢ t7�J6f 6Y= A06, j'rl'G• VtN1� S�fltNGj INSt�tJ.J4POn1 IJ-k&.k=kTPham•. �il�'TTCiSNI.!2'iJa1y ��11�=�.,.11 tiE0.0; ;o--ns �arr9 Z FA (rIW)-�Qrtl�ol{�t-Ia1,491 �i 14ft X i'y"YI m-x l/q,09I-II F -iti e)r cnicj -t�, v\ j`t3% -j o� -ram I dar sd. t l I • _ ;i II aa>�►-ram I r4 k -W- � Zvi �5'►/.:rin ��acm u-'d-T'1� � am arrow�iInr MLN All a3A0addb MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAYONGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ORIGINAL. ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFIDEN7IAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 36 MOBILE HOME SET-UP 11FDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE STANDING A 50 PERCENT OVERLOAD (4,7�25 POUNDS TOTAL) WITHOUT E OF THE ANCHORING EOUIPMENT- (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE' THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND END TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LIS i�D FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY INJUL 1 INC ME m as CAUTION: APPLI DO TO PRETENSION TIE-DOWNS TALTERNA LTRAPS ON ONE Y ON OPPOSITE SIDE SIIDES F THEE HOME MAYY. BE PULLED OFF THE SUPPORTS. 6-6-94 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. NOTICE: DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS ❑P.O. �S[11:1 BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THESAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEGFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 3$ 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 -1 BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:---- CONDUIT DROP FROM HOME - EXTEND 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 2 NO. 1 NO. 1 N0. 6 200 2 N0. 2 0. I NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE: DRAWN BY: DAIS ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.C.K. 03-30-12 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑;;❑❑ MATERIALS OF JACOBSEN MANUFACTURING SET-UP/ELECTRICAL P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REIPFNT FOR SPECIRC PURPOSES. AID WST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDMTIAL AND SECRET FROM OIHFRS 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. ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPEgFlCAIIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DAIS 05-25-06 REV. LETTER: DRAWING TITLE ELECTRICAL CROSS -OVER ❑❑�❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-09-001 O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIRC PURPOSES AND MUST BE KEPT CONIFIDENTIAL AND SECRET FROM OTHERS (09-29-08) 40 WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL 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 ---*'� L APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAINING TITLE: ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM DIMS. 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) 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 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ❑„❑ P.O. sox 368 MATERIALS OF INC. SUCH MATERIALSRIALS ARE ARE PRONGED TO THE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-003O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 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. 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. NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 3-22-95 ❑❑■❑ WGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE A ❑„❑ MATERIALS OF JACOBSRE M PROVIDED TO THE NG P.O. BOX 368 INC SUCH yATQnALg ARE PROYElED TO THE PLUMB. CON. &GAS TEST SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPEOEIC RNOSES AND MUST BE DRAWING NUMBER: 09-29-08 ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0001 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE:REv. LETTER: THESE SPECIFlCAnaNS AND DRAWINGS ME D.M.T. 09-29-08 ❑❑■❑ ORIGNAL, PROPRIETARY, AND CONFIDENTIAL DRAWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING — INC. SUCH MATETRALS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEORC PURPOSES AID 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 DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION 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. DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS.ON THE CONTAINERS. NOTICE: S.A. 6-6-94 ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING SET-UP KIT. PL. FITTINGS ❑„❑ P.O. BOX 368 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 1-0010 40 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i i 3" � O � D i � 2" 3" ALT. VENTED W.C. DROP `INDICATES BOTTOM 3" / Y OF HOME 1 1/2" DRY VENT (SEE ALT. FOR UNVOPT. WET VENT O W.C.EDROP i NTED/ CONNECTION) 1 1/2" i 3" Oi i i O3" 3" D 3 Y 3" TO ON SITE DRAIN CONNECTION MINIMUM SLOPE 3" ij 1/8" PER FT. i 1 WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP 2" 3 \ 2",-__0 TYPICAL 3" 1 1/2" DROP i i i i 1 1/2" 1 1/2" �- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FF WATER HEATI i / SECTION i i ,,,-3/4" THREADED INLET 3/4" TEE AND FRESH WATER INLET FOR NOTE: 3NLETTHR ADDED SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING /4" DROP 3/4" ELL ON THE PLUMBING LAY -OUT MAY HAVE A COMBINATION FRESH WATER INLET FOR (FIELD INSTALLED) OF BOTH OF THE EXAMPLES MULTI-WIDES WITH SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ ❑„❑P.O. ❑❑❑❑ 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 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: DRAIN SET-UP DRAWING NUMBER: SU-1 1-0005 46 WATER LINE CROSS -OVER (SNIan vnvoa— y . 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE Urtnnn Dr C.L.Y. "" 10-23-95 �.. ppp ❑❑■❑ BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER ❑„❑ P.O. INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11 —0020 PHONE (813) 726-1138 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 L�L ::� — AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAXINGS ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: DRAWING TITLE. DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING n �` ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDE) TO THE '/ DRAWING NUMBER: SU-13-0001 ❑ ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC RIRPOSES AND MUST RE KEPT CONFlDFNIIAL AND SECRET FROM O7FfR5 (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE 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** 1 0� 0� • Mail � 69, FiE C Band Clamp L 3 MIN. CONNECTING OR SPLICING 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 CLAMP 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 366 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 4v ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. NSTALLED DUCT ;T BE METAL :X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL SENARE MANUFACTURING MATERIALS OF JACOMATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: R.R. I DATE: 01-21-00 REV. LETTER: n /1--�\ DRAWING TITLE: ELECT. CLOTHES DRYER VENTING 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 y PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yO.C. MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T_% (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. ❑❑❑❑ ❑❑0❑ JACOBSEN HOMES NOTICE. THESE SPEgFlCARONS AND DRAINNGS ARE ORIGINAL, PROPRIETARY, AND CONFlDD DAL MATERIALS OF JACOBSEN MANUFACTUPoNG DRAVAIBY: M.T. DATE 03-08-07 REV. LETTER D DRAWNG TITLE: W/H PAN DRAIN ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE u DRAWING NUMBER SU-15-0003 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 IEfPIQIT FOR SPECFIC Pu NSES AID IAIST ff 10T COfW7K AND SECRET FROM OTIM 51 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTc,BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 . REV. LETTER: �Elt P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF RIALSJACOBSENARE MANUFACTURING INc.sucH MAmtIALs ARE PRovloEo To THE RECIPIENT FOR SPECIFIC PURPDSEs AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15-0002 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 NOTICE: THESE SPECIFlCAl1ONS AND DRAMINGS ARE DRAWN BY: D.M.T. DATE: 10-31-01 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTUMNG DRAWING TITLE BOTTOM BOARD P-TRAP ACCESS D ❑„❑ AWN MATERIALS INC. SUCH MATEITIAts ARE FRONDED To 7HE TK u ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECRENT FOR SPECnC PURPOSES AND MUST BE KEPT CWIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU_15-0010 (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. do � Q I L--- I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDLER. ETC...) 1 SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE �000 JACOBSEN HOMES THESE SPECIFlCATIONSAND DRAWINGS ARE ❑�■❑ MOINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING ❑„� P.O. BOX 368 MATERIALS SUCHS AT JACORIALS SENARE PROVIDED NG THE INC. SUCH YATERW.S ARE FRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RECIMT FOR SPECR PllMZ AND WST BE DRAWING I n l PHONE (813) 726-1138 IVT CNFDO IK AND SECRET FROM OTHERS 55 DATE: ' C.L.Y. 3-21-95 HANDLER CROSS -OVER SU-AC-0100 99 SHION