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HomeMy WebLinkAboutSet-Up ManualMANUALED.- JUN 3 0 2015 JA;"'OBSEIN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confi I er Is Jacobsen Manufacturing, Inc, Such materials are provided to the re ipi., p purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND . MUST SLOPE A MINIMUM OF 1 /2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION . TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ �Elt[l JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 THESE SPEgFlCATION D DRAWINGS ARE ORIGINAL. PROPRIETARY, D CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH YAIEPoALS ARE PRovmEo To THE RECAW FOR SPECIFIC RMPOSES AND IR15T BE KEPT CONFIBEN IAL W SECRET FROM OMENS. DRANK BY: O.A. A DATE 11-21-06 REV. LETTER: (10-08-08) DRAWING TITLE: MANUFACTURED HOME SET—UP DRAWING NUMBER: SU-01-0001 1 DETAILS "A' AND "BI$ MAIN FRAME 1-M •',,, NOTES: C+�1),,•I''••., SED Y��AND �'''�•., 1. 36' MAX. SINGLE STACKED FOR I HOLLOW BLOCKS AT I -BEAMS. FIER �� VMH SOIL —�` ,'''••••,�,,,�� W MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. 3= tar THCK) (PIER SYSTEMS ANY TALLER 8' X B' X 16' CELLED MASONRY BIAQ(S� _ ''••.,,, MUST BE APPROVED BY A In OPQJ CF11S VERTICAL_ ''••., LICENSED ARCHITECT SEE TABLE I FOR PER FOOTfR ° JM AD SPAM = 2. OR ENGINEER) MAXIMUM PIER/PAD PROJECTION: S UIFICATONS (PAGE 11) SEE OTHER DETAILS (SEE 9U-4A FOR 16 X 16 - PAD SPACING) 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- PRECkST PIER SEE NOTE 4. OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6. OF OPENING RMOM ALL ORGAlJaC ON EITHER SIDE OF COLUMN. AND RACE PAD ON STABS SM (WHEN REQUIRED FOOTER SIZE BELOW I= IN PLR LOCAL PREVENTS A SINGLE STACKED CODE REQWi>M SEE NOIE V PIER FROM MEETING THIS, USE DETAIL 'A' yAREs vm MAXYI ( DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) SOB. l3 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.) NOTEi THE MIN. THICKNESS IS MAX. �SfE FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) SIBLS Y '-J MM/CR PRESM TREATED 6. ALL FOOTING CONCRETE TO HAVE (SEE NOTE 111) COMPRESSIVE STRENGTH. (W) - 3000 PSI (MIN.) PMER CAPPED SM SM 7. PLACE 6 MIL POLY ON GROUND PRIOR ul= OR 4' 1800 TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) X 8' X 16' CELLED MASONRY 8. PIERS SUPPORTING THE I -BEAMS = BL= IM 99 CFLS VJRTICAL TO BE WITHIN 24' OF BOTH ENDS IF -DOWN STRAPS ATTA - (SEE NOTE 11 FOR MAX. PER ISOM AND NO MORE THAN 10' O.C. TD J� BEAM CCWIM ON - AND BETA4. ABOVE) 9. PIERS MAY BE OFFSET UP TO 6• EACH SEC= TO BE IN EITHER DIRECTION ALONG THE TO A MW JJEAM ANCHOR TABLE FOR PIER I -BEAMS TO ALLOW FOR PLUMBING, T = 1`0019t SM A2 SPACQIG SPE MIM 10. ELECTRICAL., ETC. FOOTING CONSTRUCTION MUST / (PAGE 10) LY WITH BUILDING COMPTERIAL SEE NOTE J4J PL All ORGANS TA 11. REQUIRED ARETS. WOOD SH MS. WHEN O BE USED IN PAIRS INSTALLED IN DOUBLE HEAR ANCHOR AND PLACE PAD ON STABLE SM AND Bi7�1Y � OPPOSITE DIRECTIONS AND FITTED � EWIlluFROSTL OODE �OUO1EIffN15 TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. r LONG BY 6' WIDE AND NO MORE THAN SEE NOTE RDETAIL 'B' SEE NOTE R (DB0dJ VARIES iM MAX 1• IN THICKNESS. ALLOWABLE SOd®QQp988oy`®d DAPIA APPROVAL• APPROVED BY a No 484 �o m o� Revised m _ Dec 17,2008 rl ° o� ®o o mN INC. FEDERAL. MANUFACTURED HOME TAT E ^ O o,s�, V CONSTRUCf10N AND SAFETY STANDARDS �•10o JACOBSEN HOMES ® 7. ,..+:^ ��' TNEg 1001 als �' ads& PR iARV, AID OCIiIDEN�AI DRAM BY. O.A.09-07-93 DATE � LETlETt n DRAwn+s TIm. sA • • • WTERAS NANUFACIUfli6 w acmm DETAILS & B /—i P.O. BOX 36B SAFETY HARBOR FLORIDA MN PHONE (727) 726-1138 W. sm iulmus m PROY�ED 70 71E =w m q= HI = AID = E WT CAi10l110AL AID SM M MMM 5-1)B (12-1) DU I NG NUMM SU-01-0001.1 PIA Jacobsen Homes Load at Frame [each i-Ream location), Perimeter (sidevvall area), and Mating Ups for Homes Requlring Perimeter Supports (in Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS [JOIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 28" 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 111 f.;.d 71 ya 0 2 .,14 ^v1 Cal Pede;nl IV,lnufa"u,ed rn i Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum often inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see.detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL wincizones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. ``PrG1 0: pl�2 T4iigi No.9�� PE10505134 Ir STATE OF ; 4LU �SSrnr�NlA tt 11 5/6/2014 3 SU-01-0001.2 . Jacobsen Homes Footing Capacities B In. x 16 In. (single stack) pier 16 In. x 16 in. (double stack) pier Soil Minimum Minimum Bearing Footin Footing Unreinforced Unreinforced Capacitity Maximum Footing cast -in -place Maximum Footing cast -in -place (psf)Capacity Sire (in.)g Arreaa [in.) (Ibs.) minimum Capacity jibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20.20 400 2,600 6 2,600 6 w N SZ 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O s--1 36 x 36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 x.t.. 10 10,700 10 48 x 48 2,304 13,100 nor.. 12 13,600 30 16 x 16 256 2,500 6 2,500 6 20.20 400 4,000 6 4,000 6 � a 24 x 24 576 5,600 8 5,700 6 O O 30.30 900 8,500 x.n 10 8,900 8 •-I 36 x 36 1,Z96 12,400 n.n 4 10 12,600 8 42 x 42 1,764 16,500 not. 4 12 16,800 n.n • 10 48 x 48 2,304 21,200 x.s. 4 14 21,600 n•r. 1 12 16 x 16 256 3,400 6 3,400 6 H 20 x 20 400 5,300 6 5,300 6 1 24 x 24 576 7.600 8 7,700 6 O 30 x 30 900 11,700 Hate . 10 11,900 8 O O N 36 x 36 1,296 16,700 ose . is. 16,900 n•n 4 10 42 x 42 1,764 22,700 ot• 18 22,700 .s• 4 12 Is x 16 256 4,300 6 4,300 6 w � 20 x 20 400 6,700 fi 6,700 6 G. 24 x 24 576 9,600 n•s.. 8 9,700 6 O O 30 x 30 900 14,800 non 4 10 15,000 8 lV 36.36 1,296 20,700 . on . 12 21,400 xon 4 10 16 x 16 256 5,200 6 5,200 6 2Dx20 400 8,100 x•n. 8 8,100 6 .{ Q .: O O 24 x 24 576 11,500 os.. 10 11,700 6 1.d o � 30 x 30 900 17,800 • • 4 12 18,100 .tr . 8 36 x 36 1,296 25,400 . 14 25,900 x.s• . 10 y_ 16 x 16 256 7,000 6 7,000 6 un 'q` 4 fl' 20 x 20 • 400 10,800 not.. 8 20,900 6 O O 24 x 24 576 x 15,500 .s• 4 10 15,600 8 %: 30 x 30 900 23,300 note 4 12 24,200 na.. 10 1. The footing sixes shown are for square pads and are based on the area (iri shear and'bending required for the loads shown. Other :onfigurahons, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than the thickness of the footing. - 2. The 6 In. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead load of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,000 lbs, for 8 in. x 16 in. single stack block and 16,000lbs. for 16 in. x 16 in, dcuble slack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity .for single or double stack concrete block piers shown in footnote 4. 6. On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for maxnouni cap-ty) and a double stack block pier with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single slack block pier shag not exceed 54" in height (see footnote 4 for maximum capacity). Any piers that exceed the iieghts specified in this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pod manufacturer's instructions and must be certified for use in the soil classification at the site, listed and tabled 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 %DES SET HEAVY SECTION FIRST. 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES x°7tzc>: 1NESE SPEaFlCAnaNs AND DeAwiNcs ARE. BY: O.A. DATE 06-06-94 REV. LETTER: a�i❑ P.O. BOX 368 ORIGINAL. PROPPoETARY AND UU FWLNUAL MATERIALS OF JACOBSEN MANUFACTURNG DRANING TITLE MOBILE HOME SET—UP 2 � � NM WM ff ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NO KEPT CO�ft AND SEOU FROM O DRAWING NUMBER SU-O' -0002 (09-30-08) w SEE NOTE #7� OFF NOTF BR 4 2 1 5 5 3 ,,,,-SEE NOTE #2 NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #6 SEE NOTE #77 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: ❑.❑ „❑ NO❑❑❑ P.O. BOX 36B 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 6 SEE NOTE #7 SEE NOTE #6 2 1 3 NOTE #5 SEE NOT E. 3 SEE NOTE #2 I - ..-- SEE NOTE #4 - -, AN NOTE #5 �' I NOTE #1 SEE NOTE 3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME ]-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 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE; THESE SPECIFICATIONS AND DRATHNGS 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. DRAVN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAV1NG NUMBER: SU-0I-0004 7 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS [THIS BLOCKING IS IN ADDITION TO OTHER BLOCIU NG KERI owl IN THIS MANUAL - ALL FLOOR WIDTHS AND JOIST 61ZESI IOIL I elt � �I TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL HOST BEAM (VOTE PERIMETER WCI KING REOURED AT 48' or. MAK REFER TO SU-0I-ODO8 ANY SIZE TLB ANDIOR SHOWER AT SOIEWALL OR MARRIAGE WALL UNDER EACH HIDE OF ALL EXTERIOR DOORS LOCATED ON GIDEWALLS 2 OR MORE 46 I)T INNI M5 PIERS REOUIREO AT EACH END �l AND BETWEEN EACH OPENING �— RECESED AREAS RWRE PIIRS SPACED 64' O.C. MAX (18' OR LESS IN DM) EACH END OF REUSED ARFAG RECESSED AREAS W/SDE BAY REOU:iE PIERS SPA® 64' O.C. MAX. THIS ALSO APPLIES TO ALL EINOWALL BAY WINDOWS UNLESS SUPPORT® BY A FRAME ME IBEII GARDEN TUB AT RIDEWALL OR MARRIAGE WALL . 64' ac. MAX I� IUUI I CABINET- ALONG SmEWALL OR MARRIAGE WALL I (APPIJES TO BATH CABINETS 80' OR GREATER N LENGTH) I (SALE BLDCIQIG WAY BE USED FOR MULTIPLE 46 1/2' MNDOWS) j i • • SPECIAL BLUEJUNG NDTE FOR t5•.4' U049 WIDE Qac8 FLOOR SECTIONS OIULVI MUM BLOCIOHG IS REOIlfiED (MRR 4M AND MEMO) 9W ON SINTER MAX SPACING DAKA APPROVAL NM LE141 FLOOR SYSTEM F167 (s�DETFALL TO StDENALL OR MARRIAGE WALL) BEFOG WAIM PETOIO:TER BLDCXS c NOTEli: IgEIV I •� B 1. FOR TIE AOOIUGHA. Bt M Rc`gltl'ED AS M7M ABOVE USE 16' X It, PER PADS MN A> C 2. LOCATE BLOOU UNDER PIMIEER ,DST OR VM a OF THE FND OF 2d ,IBIS LOCATED AT 16' at Mkwx ot MAR 20 2014 C 1 OOLW PUS AM N AOD U TD ANY MO FEDURD PUS NOS MADE LIE 4. POKU SLOUG IS RESUMED ADDER TLE FLOORS (YARAIAGE & SDEKW) 96' at MAX. a FedaW Mann&et++ed m S, FIRS USED FUR PETKU SUPPORT MUSK BE NSRALLED MIIH TIE LW D�Q1510N PARkM TO THE PERF B RAL Q H. Coumucdon C3 6. *EN PETSEER BLDWIG IS REDIM, ANY MATNG LIE OPEN SPAN ORFATER THAN IV, MUSE HAVE NT9tYEWIE PUS And Snhry Stendmd$ PLAOD AT MAX IV at CWT 184' IZE FLRS, SEE SP X NOTE • •. NM TO SU-01-MI I NM 14- - DO5.2 MR 26 FLOOR ST51 U& El JACOBSEN HOMES Ron= TIESE SPEMrATM AM oRAVM ARE CRII 4- PRCW UMY, AND WF10ENM OF ' MA' UFACPJ MAN BY, O.A. DATE 4-12-00 REV. LETU. DRAWG TiR E ADDITIONAL BLOCKING Elmro El P.o. Box 3se SAFETYHARBOR,(OR; PL26-1138 695 1/1°°� G nc 20 NA7EMS ARE FROM M THE WT i S ELI � MM lij DRANNG NUTA�R M SM SU-01-0005 03-19-14) 8 (APPLICABLE TO ALL IMPERIAL AND D,tLORO COTTAGES WTH 1841 FLOOR 00THS7SEE FL-01-OD09.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN, 11000 PSF SOIL 1500. PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 1 2950# ALL y�I ALL EXPOSURESNDZONES 20 PSF ROOF 10 PSF' D.l C-FL- 89.01 - 89.03 APPROVED BY 000.0 2009 Nl;T,6.1 FEDERAL WWUFACf11RED MOVE CONSTRUCTION AND SACETY STANDARDS Nonde IW " W. DAID REV, LETTER: JACOB9EN HOMEIS srtareAn" e1M ARE �.T, 03-02-09 ayAL, rgOPRETAR; tul pR ,pC nnb P.01 Box 368 ram, A,.,, AK^.v�Ay�ocn �0 ADD. PER. BLOCKING REOUIREI�EyTS SAFETY HARBOR, FLORIDA 34685 R[OR t ►m q/+DostS a't oR C 14 PHONE (727) 726-1138 a� c a►r Ln elp s In r'v�l olmn SU-01-0005.1 9 PERIMETER BLOCKING FOR 160" (13'-4") FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS 119-2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (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: 1. PRE -FABRICATED PIER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. 1HE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE 3. ALL 01HER REOUREIM ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS, `'-1. �1U1. W 'D o MAR 19 2014 fY O 0. C a Federal Manufactured m Home Construction O And Safety Standards JACOBSEN HOMES xolzc>; sPECffI AND °RAWN 7NOUNG 11-18-2011 ORANXS ARE N. PROPREfARY, AND CONF�ENiVU. UMW OFtlCNMTA YATOLALS OF JACOBSEN YANUFACRNW DRAWING RILE: P.O. BOX 368 INC. SUCH MAC AM P� TO PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 Rf3W FOR 9w RIPOgS Alm Um BE DRAWING NUMBER: PHONE (813) 726-1138 IGPT CONFMD 7uL ID BEGET FROM H87S OT A SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS 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. JACOBSEN HOMES ❑ P.O. BOX 358 III�,,III SAFETY HARBOR, FLORIDARI 34695 ❑ PHONE (727) 726-1138 COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A NOTICE DRAW BY: 0 THESE SPECIFICATIONS AND DRAWIGS ARE M.T. ORINAL. PRWMTARY AND CONfmmAL DRAHING TILE: MATERIALS OF JACOBSEN MANIA=ACRM" BLOCKING INC. SUCH MA79W ARE PROVIDED 70 THE REDPM RR SFEIiIC P FMS AID WST BE DRAUING NUMBER IIDTPT WIiIDE ak AND SEDU FROM OlMM 11 05-20-06 REV. LETTR B (Os-04-12) 'IER) LABELS SU-01-0006 ADDITIONAL RECESSED PORCH BLOCKING (THIS eLmm is N AD =1D mu R:pAREO N ms ouu) 61' MAX 61' AWL USE DETAIL IC KY MN OITIRIm IS ON FLOOR JOIST sEF oEru �►' . /SEE DETAIL DIRECTLY UDDER PORCH POST ----- Al —------- �jll� — ,--- —81-------■- TYP. RECESSED PORCH ---E)ITERIDR Ku t7(TERIOR IIIALL AOOED 1-IIEW [BIDER ExTmm WULL — - -_ — ---- PER UNDER ADDED I -BEAM RECEiSED PORCH REOUD�E PERM SPACED 64' OC WAX PER UDIDER ABED I-EEAd (AID7 PIERS AT PORCH POSTS) AS SHOWN 64. O.C. MAX PIER SPACING AT AIARRIAGEWALL 1101E Ma BMW EDGE OF [PIER AND EDGE OF PORCH POST MAY NOT EIM DEPTH OF ✓ TYP. PORCH POST TYP. PORCH POST ROOR JOIST (51`Y') TYP. POO FLOORING PORCH FLOOR JOIST 0O11m I'm PEROETER RAIL 14 (2) 2 X 6 PT x tr ION.TV. t TE-DOWM STRAPEM RTit D 2 (SEE ORb DETAD.S)PORCH FLOOR JOISIS PER (a' x 6' X 161 16' X 16' WN. PIER PAD CROSS SECTION VIEW Al TYP. PORM POST TYP. PORCH FLOORING �� tCH FLOOR JOIST (2)2X9PTX19--WL BRIDGED BETWEEN 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' TYP. PORCH FLOORM PORCH FLOOR JOIST DOUBLE PORCH PERO1 U RAILM BETWEEN 2..iliP. r.pm TIE—oo1W1 STRAP fm JOISTS (SEE OTHER DETAILS) (a' x a' x 16 ) IC x 16' UK PBR PAD CROSS SECTION VIEW BI TYP. PORCH POST .,,-NOTE: DISTANCE BETWEEN EDGE OF V. PORCH nooRINc s 1/2' �� i PIER AND EDGE W PORCH POST Pm R M ,�7 YAY NOT Ema S 1/2' (2) 2 X 6 PT X la' UK-' MID 2 ff-OOYE! 5[RAP PORCH FLOOR I (SEE OTHER DETAILS) LANGI'RT:JDINAL. VIEW B2 its[ 'B' NOTE4 'O���'TIFIC. APPROVED BY L AOOIr" aLOC = REOIAAED AS INDICATED ABOVE (USE IC X 16' PIER + • G �t� �� � 2 PM a1 1000 PSF SOL CAPACITY) LOCATE BIAt" LIIDFR PERDm JOIST OR wpm 61/2r or Do OF IC QG % '"-N A Dec 13,2006 1 pawn a oo= a REOM UNDER POM AT EACH POST (61' Ot VAX) w l ?/ � c r � v` I N C 4. ADOMONAL BLO at REg1FtFD AS INDICiAIM ABOVE UHDFS CORR OF ADDED !-BEAM (Be It VAX) � i v I I�{ t O w � • /� i � � . FEDERAL MMUFKNFED MOVE CONSTRUCROV MD SAFETY STM0M0S S SEE ODIER DETAILS FOR om REt1 m RLOOON0 LOCATIONS �'� �., :O t'.104:� , '+• �� ' •-..... • TL ADDED I-t1EAY AT PORQ1/1:XI[M WALL WY WU IN 91 TROY MAN NOUSE �-BFAY. sr� ,GAR �fY�` JACOBSEN HOMES NOliC& s= > tXIA.• Y: R.�. CAW. »-2a-os REV.IEm P.0, 13OX 368 aRFuww rnaelcrARt AWO ODI:]mm& 1 MAMULS OF ,'A 11 YAIRYACamm bt SM NAIEWa ARf FAQVM TO lK DRAMM DDL• ADDITKIN 1 RECESSIM PORCH BLOCKWG "- MPHONE SAFETY HARBOR. FLORIDA 34695 (813) 726-1130 Tarim m 9OQ1G 1Ama AID mo Un OUIIOE M Aw =W FREV M HOM DRAWING NLAJBER: 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 atttttiatorrre��� • do John C. Doeden PE 45484 15133 CR 22 Goshen, IN 46528 Phone: (574) 825-766ap STATE OF ;"W ;ON ��i��FsSC OR % V P;•�N��'` G 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN 'LIEU OF 'FOURTH WALL CONSTRICTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 NOTES. 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: 20. 111DE MAX WN ZONE 2 OR 12.3 1 EXP. B SITES, 16' WIDE MAX MNO ZONE 3 OR 14OMPH EXP. B SITES _• " (, ;�: 4 2. MIN. BRACKET LOAD CAPACITY FOR WRIICAL EE-DOWNS IS 24501 WIND ZONE. 2, 29601 WAND ZONE 3 STf.:r.UF 3. WALL FRAMING IS 2 X 6 SPF +3 16' O.C. p =•- ,r� ,i i 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE �� pE,l� JACOBSEN HOMES NOTICto � � uk � NAUMU Of .ACOM U~ACnAIINO „ P.O. BOX 369 SAFETY HARBOR. FLORIDA 34695 Me $UCH MAWOU AK FROVAM* W DE KOMI 101 vim N16m NO um 11E PHONE (727) 726-1138 . KK CWWDruT Aw MW Ma' Or"M 14 ALSO MEETS WIHDZONE. III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY . Jan 20,200 �_. INC. �► FEDERAL UANUFACIURED NOME CONSTRUCTION AND SAFETY STANDARDS D.M.T. DAN: 01-10-07 REV. DER ATT. TO HOST BEAM — +� SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I —BEAM HEADER BLOCKING PIER MAIN I —BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED.ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER MAIN I —BEAM HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM MATE LINE _ AXLE MAIN 1-9EAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I —BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT. SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE sPEpFlCA71ONS AND DRANINGS ARE �R""'' or: D.M.T. 7 10-10-08 rtcr. �iicn: ORIGINAL, PROPRIETARY, AND OMFIDEN7IAL DRAWING TITLE: HElEtElEl P.O. BOX 368 MATERIALS OF JAOOM MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE TEMP.BLOCKING SAFETY HARBOR, FLORIDA 34695 RECW FOR SI'M FUIPM AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 UT OONFDEIi K MO SEOU FROM OTHERS SU-01-0009 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WOE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM. AND/OR PER LOCAL CODE REQUIREMENTS 4°TYP 7" OR 8" TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 00 T CONCRETE FOOTING T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE- NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALLS. e WA- 671 S G 2 !v/ 111111t111111//I/// NOTES: EN V ��� •• DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND G�STER • •� No. Fo ••, s APPROVED BY SPACINGS. :'�`� 910334 •� 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �,� * r OF THE HOME AT EACH I -BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART NIP ABOVE FOR FULL LENGTH OF HOME -o ; STATE OF •��� I �l INC.. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS ��Q�'•,•/ P.� '�� N A •' FEDERAL MANUFACTUREO HOME AT MATING LINE OF MULTIPLE WOE HOMES. . '��SS' CONSTR MIQnSAFETY.STAOIpARDS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. ?/��� JACOBSEN HOMES THESE SPECtFlceN `� na+s AN ORAMT! ARE AWN BY: M.T. DATE 2-8-99 REV. LETTER: P.O. BOX 368 ORMAL• PROPRIETARY, AND CafwENIAL MAIERIALS OF JACOBSEN MANUFACTURINC TO THE AIM DRAWING TITLE: X 1 C PIER SPACING D D SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 REaHQrt Fat C= S ANS D UUST BE 101 CONNOWM AND SECRET FROM OTHERS. DRAWING NUMBER:n SU-01-0020 17 ALTERNATE MAIN BEAIJ PIEW (f x It• x t� HDLIo�y t1gtETE �IASaI�tY Etoocs) (►jD �O1trAR OR 1RDUr Tff018lED) r x 6' x le MLO* C*CRETE ELOCK S 91* HpUT UL �FSETS THE TOP TO THE PIER CAPPED BO OF 111E PIER NOT EMCEED I ft. ITB AIED Luc (SEE NOIE J5) ®0®%toll aeegya, 0®0® Co®0F�®�x6'TM�' CELLED � �0000 4 o 0�c E IVSF eFro, O SINGLE STACK BLOCK PIER o.® (PRAR To VAN BE No 45484 OCAPAan-SEE (Ej°o s _ ate. to STA t F tf x IC x 1r TIl o C04CJETE BLOCKS AM 9* tWEACYHE TAI,Tt AIP ®®�BBd9B6i®®�0�a USED a SUE MOTAL 4us no m TOP TO THE (STE e BOT or THE PIER 0 NOT Ex® 1/1F. PIER CAPPED TH 00%tETE-� 40 Imaga 111 mmm TRAIED LINN (SEE NOTE j5) 8' x R' x 16- CELLED 4ASO)PY BLOW OTH OPEN MLS VERTICAL DOUBLE STACK BLOCK PIER 11;,,000 LWA CAPAM (SEE 40TE 0 A 12) FLOOR ODTH MAX. MAXIMUM I-BEA PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LBS. 3488 LBS. 4648 LBS. 5608 LBS. 16W *DE FLOOR 2661 LBS. 3838 LIM 5014 LBS, 6191 LBS. 184- *DE FLOOR 2961 LBS. 4288 LB& 5615 LEM 6941 LBS. PIER LOADS INCLUDE WEIGHT OF PIER UP TO 2501 - ADD DIFFEREKCE WiEN PIER M1EICHr Is GKLAIEK. NOTEI UNIT OIDTHS INCLUDES A 6- OVERHANG ON BOTH' SIDES VAXQUV, RM CALM (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARNG PSF) I 1 9U-pt-0020 FOR M SPAC j�1EN 16' X 16" PIER PADS, g us* le x 16" PER PADS OTHER THAN CONCRETE THEYY) JST BE US1ED 40 CERTIRED TO EXCEED OR BE EQUAL N Wt PER CAPAOTY. $ ti►0 USING PIER PADS THEY MUST BE LISTED & CERTInM TO EXCEEO OR EQUAL 44 PER CAPAOTIf 3, sTART I-TIEAV PIER SPAao 24.1ROV EACH END of TIE H AT EACH I -OW AND VJIIAW 9404 9* N THE CHART ABOVE FOR FULL LENGTH OF 4. ANY PER HMTS ABOVE 67" MUST BE 0E9dIED BY A P.E. OR ARCWTECT. 5. CAARPDSj�jVUST BE SAME LENGTH AND #DTH AS TIE RERS oN THEY REST, BE USED TO RATES ILL 4 1 R VAN 116AOR PS, 2 OR 4 ip k*AL SW aAOWTE &OCK VAY JACOWEN HOMED P.O. BOX m SOTTY HM ORONE (72» LORHD; 95 IM ' Ui ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised Oct 17,2008 INFA144INC. FEDERAL hWIDFACTURED HOME CONSTRM710N AND SAFETY STANDARDS 14 0,A, DAM 2-8-99 REV. LETTER Dim ALT. MAIN BEAM PIERS B SU-01-0021 1 (10-08-08) 18 FINISH GRADE NOTES: MINIMUM HOME SET HEIGHT WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. LEH JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE. ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGP.O. INC. SUCH MATERIALS ARE PRONDED TO THEIN. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-1 1-99 REV. LETTER: DRAWING TITLE: HOME SET HEIGHT DRAWING NUMBER: SU-01-0022 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" W10E FLOOR, 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LEIS '3556 LEIS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SQ.IN� MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR.. 37" 58 1/2" .79. 1/2" 101" SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PRE PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: <; "- DAPIA APPROVAL: /s E>� Cit lZ S 1. -FABRICATED c- rY- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PIER PADS ARE TO BE INSTALLED PER THE i T!+ �' ' APPROVED BY 2. THE PRE -FABRICATED AND MEET THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. �tf dy1 A ni � C' .. ^4 y v OCT l 1 Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN r .i •'rN 14 HOMES INSTALLATION INSTRUCTIONS. -.'•, _+,.. ,• C INC. 4. MAX. PIER SPACING 8' FOR UNITS PATH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR : `•_ . " 12" I -BEAMS (24' MAX. FROM ENDS). , FEDERAL MANUFACTURED HOME romsTRUClION AND SAFETY STANDARU$ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 16' k 18 1/2" PIER PAD SPACING / A P.O. BOX 368 ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF 44COMN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE NEPT CONFOENTIAL AND SECRET FROM OTHERS DRAWING 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 Q4 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 #4 SEE NOTE #4 SEE NOTE #4 184 WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LEIS 5495 LEIS 6868 LEIS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" NOE FLOOR** 54 1/2' 86" 117 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2' 69" 94" 119" SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN APPR rry. ,/ �a 4y ip. DAPIA APPROVAL: PG' 1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ,,:...... , �� c P .• ��T[ �'o •• cc,CE Y 6'� J :.�� 0 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. J. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Tt s` HOMES INSTALLATION INSTRUCTIONS. �•'•..�� ' INC.0 N MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / 10' FOR UNITS WITH 10' OR y0� .• 12' I -BEAMS (24' MAX. FROM ENDS). EOERAL MANUFACTURED HOME r •;L 'DATE: JACOBSEN HOMES NOTICE: V f AF4E THESE SPEoncATIONS AND DRAWINGS ARE A BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18' X 22' & 20" PIER PAD SPACING . „ P.O. BOX 368 ORIGINAL, PRDPRETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. Sl1CH MATERIALS ARE PRONDED TO THE — DRAWING NUMBER: SU-01-0024 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REVRENT FOR SPEONC PURPOSES AND MUST BE KEPT CONFDENTK AND SECRET FROM OTHERS 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* ( MIN. '432 7 8 SQ. INS 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- 1 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-- if 65 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETEl�, EN P oy : M,;w;'!� � "�4' •• DAPIA APPROVAL: �6 �rY FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ; No.'� � _ 14, p;- 14r 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 = PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 'o ••��� �v b 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. ' �(j�•• i�..' n� ' FOR 6" I 10' FOR UNITS WITH 10' OR �.{ • INC. 4. MAX. PIER SPACING B' UNITS WITH -BEAMS / s 12' I -BEAMS (24' MAX. FROM ENDS). EDERAL hIANUFACTURED HOME ., ❑❑❑:❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWMGS ARE DRAWN BY: D.M.T. ATE: 09-22-01. REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE — DRAWING NUMBER: SU-01-0025 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDENTUL AND SECRET FROM OTHERS. 22 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR. 96 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 . 160" WIDE FLOOR- 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE N4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LEIS. 7042 LBS. 79389 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: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN A OV'L FA,,•;• . • °;. 'G\5T Fps '.,i� DAP A APPROVAPPROVAL FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. ���`vQ'. •Qk. No, U ;� +. iY- 0 9 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM : 910334 S * = G_ , APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .O STATE e-V !�4, ? P woo OCT I 1 INSTALLATION INSTRUCTIONS. ;i"r \�. ` 1 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR G�� INC.MES (� 12' I -BEAMS (14' MAX. FROM ENDS). FnF I , r I IFAr Fn lac JACOBSEN HOMES NOTTC : THESE SPECIFICATIONS AND DRAWINGS ARE RAWN BY: D.M.T. ORMST RUG) ION AND SAFEY 09-22-01 N.'1 P.O. BOX 368 ORIGINAL, PROPRIETARY, ANO CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIGEO TO THE DRAWING TITLE: PRE-FAB. 26" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 . PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIOENTK AND SECRET FROM OTHERS. DRAWING NUMBER:A 7 SU-01-0026 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 58" 89" 120"*** 120"*** 120"*ss 120'*** 144' WIDE FLOOR** 50' 76' 103"ss* 120"*ss 120"*** 120"*s* 160' WIDE FLOOR** 45" 69 1/2' 94" 118"*s* 120"*** 120"*** 184" WIDE FLOOR** 40" 61" 83" 104'*** 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE ROUNDED) TYPICAL PAR FRAME I4EAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD fie®®®B®e REF. CALC. PG. �Xc°E�p�g®®� C-SU - 19.01 ° • IN :,; n n DAPIA APPROVAL• NO ° I. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° SPECIFIED IN THE JACOBSETI HOMES SET-UP MANUAL ° m APPROVED BY 2. THE PRE-FAEHpATED PIER PADS ARE TO BE NSTAI13 PER THE ® ° ST �' T o'� ^, �J `� MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM e® ®® PIER CAPAanES SHOWN ABOVE ��� `°INC. off° a Dec 04,2009 ®�` 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN a®s °.,. ° . ° ° • ° `ice �® tS ° i Q0 ����89G�g FEDERAL MANUFACTURED RE0 HONE coxsrnucrioxAND safEirSTANDARDS HOMES INSTALLATION INSTRUCTIONS WITH 10' OR p T p ®a ee0� 4. MAX. PIER SPACING 8' FOR UNITS PATH 8• I- -BEAMS / 1O' FOR UNITS 12' I -BEAMS. (24 MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. JACOBSEN HOMES xoncI11% VESE SPECIF1CATM ARD DRAWKS ARE DRAWN BY. M.T. DATE: 11_23-09 REV. LETTER: DRawuic Hill: 17 X 22" PIER SPACING ORIM PIOF S UAYWAS FJ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC SUCH YAMNAIS ARE PROW ED TO THE MM FOR SPEORC RMSES AND MST BE DRAWING NUMBER: SU-01-0027 PHONE (813) 726-1138 ITT ODNFlDENIUI. AHD SMW FM OTHM L4 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE Q) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. E\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 6308IDS. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 409 sq: in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in Lo 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq, in CQ MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1a 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. CID 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 69751bs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. °C) 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 61351bs 7055lbs 7975lbs NOTES: SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. O2 SEE NOTES: Q, Q3 , AND Q4 UNDER TABLE I, PAGE SU-01-0040. Q FOR ALL UNIT BHDTHS, USE 177 sq/'in PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES RIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq%n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO-O) ® 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) Q CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. 111111 ENGINNk�t% PkOVALST, tip /�, �i •���GQ� G�STEgF F�! e''% :Q No. o' 910334 'TATEOf�Of::'� APPROVAL• WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED EY IN INC. FEDERAL MANUFAMREO HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICE: �'"/1 1Y &M"'BY. B.E.M. DATE: 2-6-99 REV. LETIER: THESE SPECIFICATIONS AND DRAWINGS ARir P.O. BOX 368 PROPRIETARY, AND CONFIDENTIAL MATERIALS MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART n „ VC SUALS AT RIALSIACOAM HNC. such MATERIALS ARE PROVIDED is THE FOR MARR. WALL OPENINGS /� SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT IUR SPECIFIC PLWOSES AND MMST BE IFPT CONEIWITIAL AND SECIV FROM OTIM DRAWWING NUMBER SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12— WIDE WIDTH MAXIMUM Q PIER SPACING SOIL BEARING PSF CAPACITY 02 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"—WIDE WIDTH MAXIMUM 0 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM PIER SPACING SOIL BEARING PSF CAPACITY © 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 5615j) 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% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 5O ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. CALCS. G1NfI- 93-101- F q�q' •G\STERFF<< No. o 910334 -o '• S;TATp NOAN JACOBSEN HOMES THESE SF'ECIFlCAnONS AND DRAWINGS ARE . ORIGINAL, PROPRIETARY. AND CWMENRAL „ P.O. 80X 368 MATERIALS OF JACOBSEN MANUFACIURINC SAFETY HARBOR, FLORIDA 34695 REC RENT FORA AM AAM MIIM K PHONE (727) 726-1138 KEPT CONROENIUL MD SECRET FROM 0MRS M.T ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. ?i T, 0 2 APPROVED BY NPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 DATE REV. UETTEF 2-8-99 DRAWING TITLE: PIER FOOTER SPECS CHART DRAWING NUMBER SU-01-0040 26 MOBILE HOME SET -LIP DIM. 'A' DIM. `B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION '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). ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND,MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: E-6-94 REV. LETTER: - DRAWING TITLE•OLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED MATE LINE QASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS-TO^BE REMOVING SHIPPING STRIPSI. 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 NTH 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. J AC 0 B S E N HOMES NOTICE: TNESE SPECIFICATIONS PM DRAYANGS ARE OROK PROPRIETARY, AND CONFIDENTIAL MATERULS OF JACOBSEN MANUFACTURNG DRAWN BY: M.T. DATE: 12-22-94 REV. LEM: DRAWING TITLE SET UP NOTES P.O. BOX 368 I7G SUCH MATERIALS ARE PRONDED TO THE DRAWING NUMBER: SU-05-0001 „ SAFETY HARBOR, FLORIDA 3095 =FEW FOR SPECFIC PURPOSES AID Must BE OTIIEAS. M-12-M PHONE (727) 726-1138 KEPT CONFOENIIAL AND SEW FROM ZS A n 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 — 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.) — 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 Lt ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE EXTERIOR ROOFING CLOSE-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: 16- PHONE (727) 726-1138 . KEPT CONRMIIAL AND SECRET FROM OTHERS. SU-05-0010 29 -- - SHINGLE INSTALLATION rEiaares �vdara. �.rna{ria II ww'1A v.�i�m aii.ww II rnpwa veea.�.rr s ,vas c � O � Ln 0 SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑O❑❑ JACOBSEN HOMES ❑❑0❑ ❑,v❑ P.O. BOX 368. 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH TE LAP SIDING APPLICTION.E AS NH THE LAP SIDING APPLICAATIONSDETAIL BELOW. SALL GTRIM PAROUND OPENINGS (ie.ON AT THE OWl DOWSM OF EANDMOWN TART THE LAP DOORS) 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 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIM 2. WITH METAL LAP STAPLE CROWNS E PERPENDICULAR TO NAILING FLANGE WITHBOTHELEGS PARALLEL L 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. HOOK STARTER L. STARTER STRIP LAP SIDING APPLICATION DETAIL NOTICE: tDRAWNBY: S.A. JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS AREG TITLE: ORIGINAL. PROPRIETARY. AND CONFIDENUFACT RINGEXTERI01 MATERIALS DF JACOBSEN MANUFACTURINGP.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE T BE G NUMBER: SAFETY HARBOR, FLORIDA 34695 KEPTICJONFlD�ENAEIaANU � �FRON OTHERS 0000 PHONE (727) 726-1138 BOTTOM STARTER STRIP 12-22-94 FINISH CLOSE-UP SU-05-0020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ORIGINAL, P.O. BOX 368 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICAl10N ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFE HONETY (?HARBOR, FLORIDA7384695 ( ) REGIMENTFlSPECIFIC PSECREES� MUST BE 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 INS[[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-003100 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 33 w A APPROVED`BY Jul- 1ON 3 1 (NC. _ I11�TPtLL�T10lJ w,svc4 v►�:v►.s+�►.,�1 i .155 17:....- f � � �.tr1Gr G►!C� - L.11t�vvti,1: .r_ !! is _ —• ='Ut'�S �_Q3�ur-II►:1. vtIJY1�-�-JII,I�J�� Tsl tJ[� rJtTri- - I-.ICoGz� _ t f ♦♦ VOL:, St1—o5-Go 2 ��� ♦jG�l.�. Nii"S ��/ 1 TYi'G' V11`1YL �fl►NGj INSt�t.1.-A��+G Ll • kat k-kiioG.. w cn APPROVED BY 0 NJUL ISM , ,000INC RIC7,Z JAL �I-��n-FHIIJ� lLLAn01 j C►wy*F,ywYL.slvnaGl `15W p I�I. � .uYIED �ELOrI I I II � I ► I I I �I i► � . I eel Nei (a�GR PLY) w *ppP p 0 TH ' ��(FD� _ - I�Erk xyl<o� X I �h.' i 4���0� ►n}ra A-L- Iz A*tD I 1C44— CMI>ri �k 11 vrkT I Vcz, \,/AP-, Fi:2RM F � vl,.►�� �Ip►fJL-t W TH- - � • - I-IIoG�� x"YIv� x 2i�2.� �f� I calla.,. <<it -0033 3390 .:" : • !et%• CL 1 '11�V ZOtilc 2 6.►�ID .3 . yca..�: rtl's �•v. ... T'r">'�-VI1�1'L �i►fl�•Zj'INStaI.1-.hPG*L v� k.,. ► lo- *A -I..(., h - MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" NOTICE: ❑❑❑❑JAC 0 B S E N HOMES THESE SPECIFICATIONS AND ORANNGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING "❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY: S. A I DATE: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 REV. LETTER: MOBILE HOME SET-UP TI rvN THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT— (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT BY A COATING OF 7JNC ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, ANED ION ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT. -STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON ORT C USE VERTICALLY TO THE T. I CAPACITY LREQU ROEDSFORETHESSTRAPPING BEING IRED. THE RATT ATTACHED. MUST BE LIS icD APPROVED BY INJUL 1 INC CAUTION: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES. THE HOME MAY BE PULLED OFF THE SUPPORTS. .w oa-Aft.— i 6-6-94 SU-0/-0001 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 7-20-94 REV. LETTER: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS ❑,E❑ P.O. BOX 368 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-07-0002 PHONE (727) 726-1138 38 MOBILE HOME SET-UP f ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD, BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES .BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: _-V�L- CONDUIT DROP FROM HOME — EXTEND 1 /2" MINIMUM — 150 AMP �✓�� TO BELOW GROUND . LEVEL OR SEE 2" MINIMUM — 200 AMP o 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 NO. 6 200 2 NO. 2 0 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 ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE sPEaRCAna1s AM IxtAlaNcs ARE DRAW BY: B.C.K. DATE 03-30-12 REV. LETIER: ❑❑■❑ P.O. BOX 368 GRIOINAE, PROPRIETARY, AND CONRBENTIAL MATERIALS OF JAC0BSEN MANUFAOTIRaNG DRAWNG TITLE SET—UP/ELECTRICALB. / ❑„❑ INC. SUCH MATERIALS ARE PRDNOED TO nfE DRAIMNG NUMBER: SU-09-0001 ❑❑❑❑ SAFETY PHONE 726 11138FLORIDA �95 ( ) Ia:PVT�1DpR FOR IDEN µD � MOM O H 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES -MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HONE 813 FLORIDA/1384695 ( ) NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT AM SECRET MUSTBEDRAWING DRAWN BY: D.M.T. DATE: 05-25-06 REV. UTTER: 09-29-08 DRAWING TITLE: ELECTRICAL CROSS -OVER NUMBER: SU-09-0010 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING 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 J' 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. ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS DRAWN BY: DATE: REV. LETTER: AND DRAWINGS ARE S.A. 6-6-94 . ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE pRovIDED To THE TYPICAL ELECTRICAL GROUND SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ 1PHONE (727) 726-113.8 KEPT CONFIDENIIAL AND SECRET FROM OTHERS. SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING LIGHT FIXTURE INSTALLATION „❑ INC. SUCH MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIIRC PURPOSES AND MUST BE DRAWING NUMBER: P❑❑❑ PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0030 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. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. NOTICE DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE sPEMICATIM AND DRAVANCS ARE D.M.T. 3-22-95 ❑❑.❑ORNANAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOM MANUFACTURINGA. P.O. 90X 368 W, SUCH MA�µS .ARIL PROVW TO PLUMB. CON. dt GAS TEST ❑❑❑❑ SAFETYO PHONE 726ID1138 95 Emm FOR KEPT K iWD Flu O OHBE M DRAWING NUMBER: 09-29-08 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEgFlCATIONS AND DRAYANGS ARE DRAWN BY: D.M.T. DATE 09-29-08 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: - D;;❑❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERALS ARE PROVIDED TO THE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPW FOR SPECIFIC PUR M AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: 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 p. = 1 1/2" DROP O. = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 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. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL - DRAWN BY: S.A, DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. Box 36e MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET—UP KIT. PL. FITTINGS DRAINING NUMBER: SU-1 1-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-1138 REaPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS PHONE (727) 4� MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED ,� (1) FIXTURE DRAIN W.C. DROP i 2" i 3" � � D O 2" ALT. VENTED W.C. 3" DROP / TYPICAL � i 2" DROP INDICATES BOTTOM 3�• 3" OF HOME i i 1 1/2" DRY VENT 2" (SEE ALT. FOR i OPT. WET VENT UNVENTED CONNECTION) @ INSTALL FULL SIZE W.C. DROP i 1 1/2" 2" CLEAN -OUT IF SLOPE i 3" O IS BETWEEN 1/8" & 3" O 2" 1/4" PER FOOT i USE OD IF CLEAN- 3" 3" OUT IS NOT NEEDED O TYPICAL 3" 1 1/2" DROP Q / i 3" i 3 1 1/2" 1 1/2" O MINIMUM SLOPE 3" 1/8" PER FT. FITTING SCHEDULE //j / 1 WITH CLEAN -OUT 1/4" PER FT. O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FF WATER HEATI / SECTION i THREADED INLET 14" DROP 3/4" TEE AND J FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL SINGLE WIDES AND MULTI- NOTE: INLET -FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS DRAWN BY: DATE: REV. LETTER: AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIALS ARE PROMDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER 11(1I"I VI\VJJ--VYLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER 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 UKAWN UT: C.L.Y. UAIt: 10-23-95 lift LtIItR: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL , MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER A T\ ❑"❑ INC. SUCH MATERIALS ARE PRONGED TO THE H ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECRENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONROENTIAL AND SECRET FROM OTHERS. _ SU-11 -0020' 47 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL — SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER "Y J FITTING L�L I )_ 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 (AIR HANDLER, CONDENSER, AND RETURN DUCTS. 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 SPECIFlCATIONS AND DRANINGS ARE DRAWN BY: D.A. DATE: 06-06-94 REV. LETTER: DRAWING TITLE DOUBLE WIDE A.C. CONNECTIONS ❑■❑ ORIGINAL, PROPRIETARY, AND CONHDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH NATERIALS ARE FRONDED TO THE DRAWING NUMBER: SU-13-0001 ❑❑❑❑ SAFETY ONERB 27 726101138�95 ( ) RECIRENT FOR KEPT CONRDDMAL AM FROIJ RRPM AND OIHERs BE 09-30—OS ( ) 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 1 0�1,,!0v�� I)1►�� Ol Ol IN( ME 1i FiE C Band Clamp L 3 MIN. CONNECTING OR SPLICING �((1)) CONNECTING SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) 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 FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE . WIDTH ON EACH JACKET. 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: ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 3-0010 49 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. VSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R.R. DATE: 01-21-00, REV. LETTER: ■❑ORIGINAL, BOX 368 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE:�`❑P.O. CLOTHES DRYER d-17100 SUCH'MATERIALS ARE PROMDED TO THEELECT. VENTINGSAFETY HINC. ❑ HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN-4 PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"y0.0 MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T-N (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX SAFETY HARBOR, FLORIDAI 34695 PHONE (727) 726-1138 NOTICE: THESE SPEClHCAnONS AND MAIMS ARE ORGINAL. PROPRETARY, AND CONFIDENTIAL HATEHIALS OF JACOBSEN MANUFACNRING MG. SUCH MATEMU ARE PROVVED TO THE REO W FOR SPECf1C PURPM AND Om E KEPT CONFO NTIAL AM gClEr FROM OTTERS DRAVIN BY: M.T. DATE 03-08-07 REV. LEf fFR n �-( U DRAWING TITLE W/H PAN DRAIN DRANING NUMBER: SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTCBE 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 THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94- REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAVANG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-15-0002 52 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH .WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) NOTl= - DRAWN BY. PATE REV. LEM JACOBSEN HOMES TIRES S7ECMTM AM R%URI = ARE M.T. 10-113-07 ORRR9IIAR. MwemmT. Nw o01immin DRAWING TrnE P.O. Box 368 1A19M OF dACOM WNFACi MG CLOTHES DRYER VENTING II- SM YATF1M ARE PRO = TD TIE SAFETY HARBOR. FLORIDA 34695 REPW FOR 9u MHO M ON BE DRAWING NWM- SU-15-0004 PHONDEN E (727) 726-1138 IDPT C@Em AID mu flu amm 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 SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 1 0-31 -01 REV. LETTER: P.O. 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL SENARE M TO NG of JACOMATERIALS DRAWING TITLE BOTTOM BOARD P-TRAP ACCESS D HE]Utfl BOX INC. SUCH PROVIDED THE INC. SUCH MAIEPoALs ARE FRONDED To THE D SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AM MUST BE DRAWING NUMBER: PHONE (727) 726-1138 MPT CONFIDENTIAL AND SECRET FROM MUM SU-15-0010 (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I / DUCTS SHALL BE MADE PER OTHER DETAILS. 00 I f 00 I CEILING BOARD L - - - I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) L SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW JACOBSEN HOMES O ; P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 .PHONE (813) 726-1138 NOnCEL THESE SPEONCATIONS AND DRARINGS ARE ORDINAL. PROPRKTARY. AND CONFIOENTIAI ►IATENALS OF JACOBSEN MANUFACTMNG INC. SUCH YAIERULS ARE PROVIDED TO THE RECPENT FOR S'ECR ROM AND UM BE WT CONFID nk AND SECRET IT= OTHERS 55 DRAWN BY: DATE C.L.Y. 3-21-95 DRAWING % HANDLER CROSS -OVER DRAWING NUMBER SU-AC-0100 REV. ONE MEN 0