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HomeMy WebLinkAboutSET-UP MANUALSCANNED St Luell ✓ COUnty, SET-UP MANUAL 'IN 112018 S7: Lucie C". - _ jA1 OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. 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 1/8" IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN-FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOTICE DRAWN BY: DATE REV.LEfIER: LE101on 1NESE SPECff1cA710Ns AND a+AWwa ARE O.A. 11-21-06 ORIGRML, PROPRIETARY, AND CONFIM7IAL DRAWING 11iI En„�P.O. BOX 368 MATMAU OF JACOBSEN MANUFACTURINGIU-(SAFETY HARBOR, FLORIDA 34695 INC SUCH MATERIALS ARE PROeom M THE MANUFACTURED HOME SET—UP1❑❑ PHONE (727) 726-1138 RT FM � gROM OMB DRAWING NUMBER: SU-01-0001 (10-08-08) 1 DETAILS "A" AND "B" MIDI RRAIB: M 1REATEDYUIf®ER (gE PIER CAPPED VM S" CONCRE BLACK (WL C TICK) B'XrXirmoMSOw INTN 00 CEUS VERDCAL SEE TABLE I FOR PER FOOTfR- SmNG AND SPACOIG SPECDTCADONS (PAGE 11) (SEE S)-4A FOR 16 X 16 PRECAST PIER PAD SPAM) SEE NOTE ft- REIM Al10RGAllIC MATEIMA AND RACE PAD ON STARE SOD. (FLOW fm WE PER LOCAL CODE REmIitE1ffm I[ -DM SAPS ATfADW-\ 10 Rm mm C0111YN5 ON EACH SECTION TD BE COIDIE D TO A DM HEADED ANCHOR SEE NOTE DOJ E NEADM SEE NOTE 12J NOTE P e —SEE NOTE /2 DETAIL POW VARES VO MX At1D1Y a SOO. l3PJMG) rNEWO TREATED UAIM CONCRm BLOCK WL 4 TIOCK) Ir X 8' X 16' MO MASONRY BLACKS wm OPEN OEILS VERTICAL (SEE NOTE /I FOR MAX PIER Nl]= AND NAIL ABOVE) SEE TABU: FOR PER fDm SmNG AND SPA= SPECEiC 11ONS (PAGE 10) REIM ALL OI&W MATERIAL. AND RM PAD ON STARE SOIL Min ROSIN PER IACAI. COIF RF9IRE1ff m `SEE NOTE J2 PENSION VARIES WIN MX ALLOINM SOL 6660168111# 0.. " 6 E N SF JACOBSEN I HOMES P.O. BOX 368 sA 95 PHONE ON (7 7) FLORIDA No 484 — om m ; a �o ®� o° TATE OF o°Qj® G O R IV h V DRAID 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1 /Y OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) i. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP To 16' X 16- B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc) = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8 PIERS AMS TO BE WITHIN 24G THE E OF BOTH NENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6. IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11 BWOOD E USED SHIMS, NPAIRS INSTWHEN A IRED RE TO LLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY INRevised Dec 17,2008 P71NC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS DAIS: REV. LEM O.A. 09-07-93 A DETAILS 'A" & V SU-01-0001.11 (12-15-08) 2 f.�.d ya i IT' Cal �:.•. i �'� S'tiffil( 1�:1P,1!)JlL!t: C(I 3 Home r'•)..--Ilct:on Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Line ror Homes Requiring Perimeter Supports [In Pounds] - ALL WINDZONES, 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 Z920 33ZO Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 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 floorjoists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. ; PE1050513M1 ' STATE OF ; �W v 5/6/2014 3 SU-01-0001.2 °�•yr.r ( t - h IY!•'}`t � .l �..: it p�pxx��Sa, . l.0 'I![. otdon Jacobsen Homes Faating [apacities 8 in. x 16 in. (single stack) pier 16 in. z 16 in. (double stack) pier Unreinforced Soil .1I inimutn Minimum Bearing Capacitity footing Footing s Maximum Footing Unreinforced cast -In -place Maximum Footing cast -in -place (psf) ire (in.) Area (in. ) Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 116.16 256 1,600 6 1,600 6 120.20 400 2,600 6 2,600 6 � a 124 x 24 576 3,700 6 3,700 6 O O 130.30 900 - 5,600 8 5,800 6 O+ 36.36 1,296 7,900 10 8,100 8 42.42 1,764 10,700 Note x 30 10,700 30 48 x 48 2,304 13,100 N.I. x 12 13,600 30 16.16 256 2,500 6 2,500 6 20.20 400 4,000 6 4,000 6 G I 24.24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 No4 • 10 8,900 8 x-4 36.36 1,296 12,400 Not• 4 10 12,600 8 42.42 1,764 16,500 Not, 4 12 16,800 Not• • 30 48 x 48 2,304 21,200 Note c 14 21,600 ot. • 12 16 x 16 256 3,400 6 3,400 6 .�. 2..2. 400 5,3G0 6 5,300 6 to G O I 24 x 24 576 7,600 8 7,700 6 O O I 30 x 30 900 11,700 ot. 4 10 11,900 8 N 36 x 36 1,296 16,700 NO.. 15 26,900 N.w 4 10 42 x 42 1,764 21,700 ota • 18 22,700 Not. 4 12 16.16 256 4,300 6 4,300 6 20x20 400 6,700 fi 6,700 6 H G O O I 24 x 24 576 9,600 Note 4 8 9,700 6 tV 30.30 900 14,800 rot• • 10 15,000 8 36 x 36 1,296 20,700 ..t. x 12 21,400 Net. 4 30 16x 16 256 5,200 6 5,200 6 * r :) a 20.20 400 8,100 rem . 8 8,100 6 ..iO _ 24 x 24 I 576 11,500 n.t. • to ' 11,700 6 t.d O M I 30 x 30 900 17,8Iq .t. • 12 18,100 et. 8 36 x 36 1,296 25,400 Not• • 14 25,900 v • SO N I 16 x 16 256 7,000 6 7,000 6 r' I 20x20 400 10,800 Not. • 8 10,900 6 ' O O I 24 x 24 576 15,500 Nme x 10 15,600 8 ..� 30x30 900 23,300 N.I. 1 12 24,200 .1.1 10 1. 2. 3. 4. S. 6. 7 The looting sires Shawn are for square pads and are based on the area (in t), shear and bending required for the loads shown. Other :onfigura[ions, 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 fooling. The 6 in. cast -in -place values can be used for in. unreinforced precast concrete footings. i he capacity values listed have been reduced by the dead goad of the concrete footing. Concrete block piers must not exceed their design capacity of 8.000 lbs. for B in. x 16 in. single stack block and 16,OGO lbs. for 16 in. x 16 in. double stack block. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for maximum capacity) and a Boucle stack block pier wrh 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 shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the •iieghls specified it this footnote shall be designed by a registered professional engineer or registered architect. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (padsl shall only be used in accordance with the pod manufacturer's instructions and must be certified for use in the sod classification at the site, listed and labled for the required load capacity. N SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND oRANINGS ARE DRANK BY: O.A. DAIS 06-06-94 REV. LETTER: ❑❑■❑ORIGINAL, P.O. BOX 368 PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOM MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 ❑„❑ INC. SUpI MATERALS ARE PRE TO ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIF]IT FOR SPECFIC RAISES AND MUST BE KEPT C{1fEMWK AID WO FROM OTHERS DRAWING NUMBER: SU—Q� —000'L (09-30-08) 5 SEE NOTE #7 SEE NOTE #6 2 1 3 1*1 SEE NOTE 3 4 2 1 SEE NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL '8', 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. CODE] �OtJEIEJ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: - DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD'L REGYO BLOCKING - ALL FLOOR WIDTHS (THIS BLOCKING E IN ADDITION To TYP. FR EPL 41 ES ON SDIEWALL OR MARRIAGE BWMNG REQUIRED IN THIS MANUAL - ALL FLOOR WIDTHS AND JOM SDiB1 —0 0— UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON i1DEWALLS 2 OR NOME 46 1/2' NOW W PIERS REQUIRED AT EACH END AND BETWEEN EADI OPENING REMO AREAS REQURE PERS SPACED 64' O.C. MAX (18' OR LESS N DM) IEADI END OF RED AREAS —HURT BEAM NOTE PERIMETER RUNG REQWED AT 48' O.C. MAXI REFER TO R"1-0008 I REMO AREAS W/SDE BAY REMPIERS SPA® 64' O.C. MAX. THIS AU M APPUES TD ALL ENDWALL BAY WINDOWS DAMN 51.11 PORTED BY A FRAME MEMBER ANY SIZE TU13 AND/OR S AT SMEWALL OR MARRIAGE WAILL GARDEN TUB AT SIDEWALK. OR MARRIAGE WALL . 64' D.C. MAX I CADINETB ALONG EMEWALL OR MARRIASE WALL (APPLIES TO BATH CABINETS 8O' OR GREATER N LENGTH) (SAME BLOCIQIG WAY BE USED FOR MULTIPLE 4 1/2' ENDOWS) j 1 • • ESPECIAL BLDMIUS NOTE FOR 15F-W U049 WIDE W -V8 FLOOR BECWIONS ONLY1 PLANE EB MIXING IS IrEOIAED (WAAGE AND SWEKW) OW ON 00 MAX SPACING DAPIA APPROVAL WE LM FLUOR SY81EM RM (SIDDA L TO SMDM OR MANAGE W&IJ WK INSTALNG PI3itI O BIACKS I Q NO1FE5: IZISVISED 1. FUR N AMIIIOMA B MIX IipOtED AS NOI ED MIX USE 16' X Ir PER PADS MQl j 2. IDCA7E HOW IIIWFB PURM OST OR NIIN e OF jiFE w w w ,ICI m LDCATM AT I6' 0a MA1dM � � 1 COLI1101 PUS ME N A9D11oN To MY CIDER RE171m PUS A1.ON MATOC 111E Mr MAR 20 2014 dc 4. PERMEER fI. =G IS REU W UNOER TLE RAORS (MAR = R MEWWIB) W O.C. MAX. d Federal MmabC ed m 5. PFAS USED FM PiAIEIER SUPPORT MUSE IL NST&B 1p TIE LOB OE)M PMAIIEL TO X PEAIkO RAL Q Home Conmucavo Q 6 ■DI KWIER ELOORIG IS 1 01M. ANY MATNG L K qM SPAN 600 TNAN 11. W W HA1£ NT@KOIE PUS And �Y Standards Pl= AT MAX R! 04 DOUT IV WE FIA SEE SP X HODS • •. RIM M R641-00 I NO SU-01-0005.2 FOR 24 FLOOR $=US. JAMB5EN HOMES THU � MW►M AM Qt MUL PKMUMRY, AND CDIFI WIX ORAMN BY: O.A. DATE 4_12-00 Rlv. tET1L7t: DRAWING TIU ADDITIONAL BLOCKING P.O. BOX maY/7IM S OF JAC0M UNINACUNG SAFETY HARBOR, FLORIDA 3 95 PHONE (813) 726-1138 NG SUCH MATUM AM PRMW TO W R8 W RR S WE P RVZ AID MUST BE WT OOI:uE K W WET FRU MIX (03-19-14) DRANNG NLUDIR SU-01-0005 8 mlIM77.1 (APPLICABLE TO ALL IMPERIAL, AND LORO COTTAGES $TH 184' FLODR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN, l000 Psr SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 49"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# JAOOBgEN HOMED RID, BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 eSy� U , i J C A ._., • • • •.... �'i ed•�CEIVS No 454 : ♦, ° • ® p 'I. •i STA E OF: W..w 00 �•do ••( O R,Q •• `. �� �at.. Ronda PAWNUCK' AYfAp EiDqqfl� A8 adi�n+0Ma 9 ALL ytn ZOWS ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C—FL— 89.01 - 89.03 APPROVED BY 000. MNy 07,2009 FEDERAL WWUFACTU ID HO CONSTRUCTION AND SAFETY STANDARDS . M,T, 1 03-02-09 PER, BLOCKING REQUIREMENTS mm SU-01-0005.1 PERIMETER BLO (KING FOR ISO" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS 119.2" SPACING] (IMPERIALS AND DELORD COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 15x16 iPIER PADS MIN. ON 1000 PSF SOIL. AS NOTED ON SU-01-00051 (SEE SU-0I1-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN AL1 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP 2 THE PRE -FABRICATED PER PADS ARE TO BE INSTALLE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEE PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO A' HOMES INSTALLATION INSTRUCTIONS TO THE CONCRETE PER THE THE MINIMUM SPECIFIED IN THE JACOBSEN W 'a o MAR 19 2014 fx O CL C Q Federal Manufactured Home t;oattruction And Safety Standards JACOBSEN HOMES NOTICE: THESE SPECFICATIONS AND MAO= ARE DRAWN B &YOUNG DATE 11-18-2011 REV. LETTER: UM MA4 ?ARY% AND WNFU24TK DRAWING TITLE: 113 P.O. BOX 368 I NA�� CF'u�� MANUFACTURING INC. 110 WTEIMS ARE PROVW TO THE PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 346 5 9 RECPENT FOR OWE PMRPm AND WST BE DRAWING NUMBER: PHONE (813) 726-1138 I NEPT 00FIDDIIUL AM SECRET FROM CRIERS SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL h� FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES „ P.O. BOX -368 SAFETY HARBOR, FLORIDA M95 PHONE (727) 726-1138 NOT1C& THM SPLiaFICA7M AID DRAW= ARE ORH7IMAL, PROPRIETARY, AND CONFIDENTIAL WMALS OF JACOBSEJI MWFACTUFENO INC SUCH MAXIMS AIE PRM)ED TO THE REOPENT FOR VM PUEM AND KUST KF KEPT COKEIDOTEAL AFD MU FROM DOERS. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT kh, THE MARRIAGE LINE) A M.T. DAIS. 05-20-06 REV m. .00KING (PIER) LABELS B SU-01-0006 (Ds-w .12) • I (iNS 9LOC W IS N ADOii ON TO BLOCIM REOIARED N IRS MANUAL) Tip. Pom POST — Tv. PORCH FLOORNG � DOUBLE FORM PERIMETER RAIL' TV. TE-DOWN STRAP (SEE oiFIER DETAILS) 16'X16'MIN. TYP. PORCH POST• T1iP. PORCH FLOORING -. 61 _; MAX -SEE OETAL 9-N 61' MAX /SEE DETAIL Vs 81 TYP• RECESSED PORCH ADOEO' I -BEAM OW EX1ER10R ULL—\ r -•1 t USE DETAIL T ONLY lI 0 QFTRIGGER LS ON FLOOR JOIST DIRECiIY UNDER PORCH POST I- I RECESSED PORCH REMPERS SPACED 6V OLC. MAX --LPE3t UNDER ADDED i-fE.!'M (AND PIERS AT PORCH POSTS) AS SHOWN 6c of MAX. r PIER SPACING AT MANAGEWALL� .. NOTE: CISTANCE BMW WE OF PIER AND EDGE OF PORCH POST MAY NOT EXCEED DEPTH OF TIP. PORCH POST OOR JOIST (51tt) 5 1 1* MAX T1P. PORCH FLO w - PORCH FLOOR JOIST —PORCH FLOOR AZT i DOUBLE PORCH PERIMETER RAIL—' i �� (R= (2) 22XX 6 Pi X If UK EN 2- BRE)GED BETWEEN i- . BE PORCH FLOOR J CISTS OISI11r) TVP. W-Do1Rl STRAP ole PORCH FLOM JOISTS Tip. PER (6' X S. X (SEE01HER DETAILS) i1P. AM (e X B' X 16 ) 16' X 16' UK PIER PAD 'T10N VIEW Al CROSS SECTION VIEW B1 I iYP. PORCH POST RI 5 1�. TYP. PORCH FLOOA HDiE: DISTANCE BEr M EDGE OF SPIER AND EDGE OF PaIQI POST i (� P0FLOOR 09 PORCII FLOOR JOIST MAY NOT EIEFID 5 1/2' I (2)2X6PTIIC- L BRIDGED BEAM 2 (2)2XIPTxIB'Htl1.__*1e MGED BST M 2 .TE-MSW (SEE OTHER DETAILS) I PORCH FLOOR. JOSTS PORCH FLOOR J0 3 MiNAL VIEW A2 WNGrUMINAL. VIEW B2 ['AIL ' A' ' B' `OgtssGas jl�tDETAIL • '�r OAPIA APPROVAL• Now• j4, Cy i APPROVED BY BLOCKCIG REOU6;ED AS w01CAlm ABOVE (USE 16• X Ir PIEA i L ADOMM PARS ON low PSF SOL CAPACITY} „ 2 LOCATE eLoaalc uroER PEiLRETER JOIST unm S 1/>r OF ENO OFIC OC j o• �' .. Dec 13,2006 POM AT a PEROEIER BLOCKING 15 REQl= UNDER EACH POST (61• at MAX) ('ji O� a INC. BDN YBLO)ClDtlri REom AS OIDICAiI U ABOVE IN16ER cma Of ADDED F-BERM y 4. ' i v 1►�i: t rr : FEDERALIUNUFKFUFEDHOME CONSTRUCRON AND SAFETY STANDARDS (A S .SEE QDIfR OETAIS FOR OW REQUIRED BLDOOt 0 LOCATIONS l-BEI1Y AT POliC1/iXiQtKW WALL Y DIFFER 01 9ff FROM IWN HOGS£ F-BEAY ' �� ` 1 �•.��0T�rl�.,• v P A• ` 4 �j . --;c � 6 ADDED i _••.•••• 0*k,`sL y�r JACOBSEN I HOMES NOTICE __ WX �F,al►1a1S AW rROFN rm% +WD cwm%AL �'.-'BY: R.R. OA1L 11-2a -os REV.LETiUt DEL RECEM P.O, BOX R58 about. MxmR KS aP ,MCOM WINUFACAMM X 2m MAMWO AM MAW DM TO 1tO DRAWM AWITNAL PORCH SLOCKWG DRAVNO NLWBER: SL1-01-0007 SAFETY HARWR, FLOFRIDA X695 PHONE (e1J) ?26-113e RLSM WI Si0�1G Fl1UM #X OW IE Fart aa�ooRn+n ruo srAii Ftar onoes I 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B =164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 �a�itrtrorr9s�®0 •� O�% 0 John C. Doeden, PE 4g4p4 15133 CR 22 /*�.- Goshen, IN 46528 Phone: (574) 825-76%0% STATE OF f •,,�s'oN'a� ���� �ti 13 ATTACHMENT MAY I BE FLUSH WITH HOUSE STRUCTU DIRECTLY TO f (THIS IS IN LIEU I STRUCTURE ATTA BY OTHERS -AND DESIGN MEETS FBC AND A. EXP. B LOADING FOR PA. NDS01 HOST BEAM ATTACHMENT SECURED TORY INSTALLED HOST BEAM "FOURTH WALL CONSTRUCTION") INSTALLED ON -SITE MEET LOCAL CODES M PERIMETER BLOCKING ON -SITE 48" O.C. MAX. FOR 140MPH (3 SEC. GUSTS) _LY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 ALSO MEETS VANDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L App46YA1. •!� DAPIA APPROVAL 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: w: �'; �, �.��ii=l� r .�ij,.'�,� � APPROVED BY 2O' WIDE MAX WIND ZONE 2 OR 12-NMI EXP. 8 SITES. �- - ; -`%` f' - �' ON i6 WIDE MAX WWO ZONE 3 OR 140MFH EXP. 8 SITES' ;, Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS p INC. 24501 WIND ZONE 2. M j WIND ZONE 3 . ; ! / :• 3. WALL FRAMING IS 2 X 6 SPF 16' O.C. • fJ I � 5'T/+: r. OF ; �}�;-- �,`()R.'4�-: JE NO►T A D SAFETY FEDERAL CONSTUANURUCTION CONSTRUCTION AND SAFETY STANDARDS 4. 48•. O.C. PERIMETER BLOCKING REOLIR�D ON HOST BEAM SIDE OF HOUSE '' sCis; ;'• ...... JACOBSEN (HOMES NOTIC& liei �j !� »� SPEOMDNDONS ADRA1MarSwt Y t D.M.T. DATE 01-10-07 TER: REV. LET P.O. BOX 368 CAMAL. PROPRIETARY. AND COil0E IK Y11 RUU aF ACOBSEN M~AC1URNID DRAWING I&L' ATT. TO HOST BEAM — 'MoirIC SAFETY HARBOR, FL IDA 34695 PHONE (727) 72 -1138 SUW MAI RALS ARE FROMM-M WTE i CM1 RR VWIC Fl1BM AND W= BE INPt CailODMt AND SEUV FROM OrAm DRAWING NUMBER: SU-01-ONB 14 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER BLOCKING PIER MAIN I -BEAM HITCH :71 TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS MAIN I -BEAM BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER HEADER HITCH HITCH 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. ❑❑❑❑ JACOBSEN HOMES THESE SPECIHCATIIOON D DRAWINGS ARE DRAWN BY: D.M.T. DATE 10-10-08 REV. ' ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONRDEHIIAL DRAWING TITLE MATERIALS OF JACOBSEN MANUFACTURING TEMP. BLOCKING ❑„❑ P.O. BOX 368 INC. SUCH MA79 S ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPE9T FOR SPE(iIC PURPM Afro MUST E DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IOPT COIERIOFW AD SECRET FROM OTHERS SU-01-0009 AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM _ MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM 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" WADE FLOOR 39" 62' 86" 110" 134" 157' 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184' WIDE FLOOR 26" 42' 58" 74' 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. • 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE �7' REQUIREMENTS 4"TYP OR s" :.. ::1 TYP 3 MAX x x (TYP) X X ( Q Q NOMINAL 16" X 16" - SQUARE PRECAST00 T CONCRETE FOOTING co 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 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. `,011u1lfill// NOTES: EN `l V ��i� G;STERF •`! ''-•, DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �•```��'.• No. '•. . Q s APPROVED EY sPAaHcs. 910334 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART A80vE FOR Full LENGTH of HOME •k �. OF INPINC. -o STATE 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS 1�'•.. N Pr � ��,� AT MATING LINE OF MULTIPLE WOE HOMES. A . •' �� �SS • FFEDER LL MANUFACTURED HOME 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. • ?ram/� I AROS M / JACOBSEN HOMES N[TC THESE sPECu1CATN1Ns AN oRAVM ARE AWN BY: M.T. DAIS: 2-8-99 REV. LETTER: ■ \, P.O. BOX 368 ORIML, PROPMETARY, AND COWMIIAL MATERIALS OF dACOOSEN MMWACRMWC a+c. SUCH MATERATS ARE PROMOED TO THE n ILJS DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RMINT FOR SPECrC PURPOSES AND iMT K KEPT COINIOU 1uL AND SECRET n= OIHM DRAWING NUMBER SU-01-0020 17 BL (BO-Ba-a{) (Z00—{0—I1S sas;rno ,�oaAtt 9£11-91I. 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Ai 3 °° am,91a.0x.l��ian?®Q (913104 #) »r3H1 31 O dH11 OHM 13W I z I :mac >D j 03x )► 11013H �.� rDuHr u1i►r '20 �s a R/103a Sm 101ry1" do PSM 31M* #0* A X j X A MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 257 OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑■❑ ❑,.❑ JACOBSEN HOMES P.O. BOX 368 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01 -0022 19 16" 16" PIER FOOTER SPACINGS* I( MIN. 256 SQ. IN) M#MUM I -BEAM PIER SPACING FLOOR MAXIt UM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) j 500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" I 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 33" I 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" I 48 112" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2" I 42 1/2" 58 1/2" 1 74 1/2" 90 1/2" 1 107" MIN. PIER CAPACITY 1778 LBS I 2667 LBS 3556 LBS 4444 LBS 5333 LBS 6222 LBS 18 12" X 18 1/2" PIER FOOTER SPACINGS* I(MIN. 342 1 4 SQ.IN) MAXIMUM I 'BEAM PIER SPACING FLOOR MAXIMUM PIER, SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) I 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" I 86" 117 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" I 73" 100" SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR-* 37" I 58 1/2" 79. 1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. I 3565 LBS. 4753 LBS, 5942 LBS. 7130 LBS. 8319 LBS. NOTE: U IT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I PRE PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: °�� •' ' " DAPIA APPROVAL: SEE Cm LZ S 1. -FABRICATED tip y'•.,^; i::• , rY- (f� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES ISET-UP MANUAL. TO BE PER THE - 1 \ APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE INSTALLED R� MANUFACTURERS INSTALLATION INSTRUCTIONS NO MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. J)f .t�'; A 4 f' f �rr' •. OCT i I 3. ALL OTHER REQUIREMENTS ARE TO BE ADHER D TO AS SPECIFIED IN THE JACOBSEN .., a HOMES INSTALLATION INSTRUCTIONS. .ti'•, t. ,•"~+ C �, INC. II v 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I- EAMS / 10' FOR UNITS WITH 10" OR •`,. 12" I -BEAMS (24• MAX. FROM ENDS). FEDERAL MANUFACTURED HOME rQNSTRUClIONANDSAFETYSTANDARUS iTHESE JACOBSEN OMES SPECIFlCAna+i AND oRAWWGS ARE DRAWN BY: D.M.T. DATE: 09-22-OiORIGINAL, REV, LETTER: DRAWING TITLE: PRE-FAB. 16" & 18 1 2 PIER PAD SPACING /nSAFETY RN P.O. BOX 36,I8 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONFDENTIAL AND SECRET FROM OTHERS SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE. NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE q4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43" 168" 193" 117 1/2" 1 SEE NOTE N4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS' 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR— 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE b4 SEE NOTE #4 SEE NOTE g4 160" WIDE FLOOR.. 49 1/2' 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR* 43 1/2" 69" 94" 119" SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS NTH o• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 IN I� e NOTES: EN` APPR('( «yF� , '�yii DAPIA APPROVAL: SL'E G'ftLL• PG - 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. Q�l S� ��:i CC _ r,, _ (.� • G♦�) 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. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t e.�s A ' ST'ATe �' - O CT 1_w HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR '.. k 0 ' f� .a�'' •��;� INC , y4 a 12" I -BEAMS (24' MAX. FROM ENDS). :" ♦ EOERAL 0.1ANUFACTUREO HOME r • o L rDATE: ❑ JACOBSEN HOMES NOTICE: A +F;F 4 BY: THESE SPECIIICAT10NS AND DRAMGS ARE D.M.T. 09-22-01 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE PRE-FAB. 18' X 22" & 20" PIER PAD SPACING -- SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1135 RECIAENT FOR SPECIM ROWS AHD "T BE DRAWING NUMBER: xEPI cOHnOENTML AND SECRET FROM OTHERS SU-01-0024 21 X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7 8 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) I1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" I 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR•• 59 1/2" I 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 54" I 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-* 1 47 1/2" I 75" 1 102" 1 SEE NOTE #4 SEE NOTE N4 SEE NOTE #,I MIN. PIER CAPACITY 3004 LBS. I 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. "I X 24" PIER FOOTER SPACINGS* ( MIN. 576 S0. IN) AXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) I 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 95 1/2" I SEE NOTE #4 SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 81" I SEE NOTE y4 SEE NOTE q4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR•• 74" I 115" SEE NOTE a4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-* 65" I 101" SEE NOTE y4 SEE NOTE a4 SEE NOTE #4 SEE NOTE g4 MIN. PIER CAPACITY 4000 LBS I 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. NOTES: 1. PRE —FABRICATED PIER PADS MAY BE USED A$ AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOME I SET—UP MANUAL. 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REWIREMENTS ARE TO BE ADHE ED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS PITH 8" 1—BEAMS / 10' FOR UNITS WITH 10" OR 12• I —BEAMS (24' MAX. FROM ENDS). I D0�D JACOBSEN IHOMES H„H P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 776-1138 NOTICE: / MESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECVIENT FOR SPECDIC PURPOSES AND M BE KEPT CONROENTIAL AND SECRET FROM OTHERS 22 O/ ENGtNeFjPPR0VA1s:''s!!�;DAPIA APPROVAL: Zti N0. `TY- 14.P3- (4� 06 95034 It PPROVED BY .o.' STATE • INC. EDERAL MANUFACTURED HOME DRAWN BY: TE: REV. LETTER: D.M.T. 09-22-01 DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING DRAWING NUMBER: SU-01-0025 23 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2" SEE NOTE j�4 SEE NOTE y4 SEE NOTE (/4 SEE NOTE /j4 SEE NOTE J/4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE /f4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR** 87 1/2" SEE NOTE �j4 SEE NOTE /j4 SEE NOTE (j4 SEE NOTE //4 SEE NOTE j/4 184" WIDE FLOOR** 77•' 119 1/2" SEE NOTE /J4 SEE NOTE �14 SEE NOTE �14 SEE NOTE //4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS IL PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs.. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. `f 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in its 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in C\l MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Ia 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. 01) 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. C\2 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. 00 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. Vd `� MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs iL AL' NOTES: H�SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS VADER THAN 49 INCHES (2) SEE NOTES: (1). Q , AND 0 UNDER TABLE I, PACE SU-01-0040. O3 FOR ALL UNIT WIDTHS USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. THAT ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES. USE 242 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO'D) @ FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) QS CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED CN YOUR SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 CALLS. 1-11 No. o ' 910334 -o� TATEOF:�; NOTICE: THESE SPECIFICATIONS AND DRAWINGS ORIGINAL, PROPRIETARY, AND CONRIM71AL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDEO TO THE REITIENT FOR SPECIX RUM AND MUST BE IVT CONFMIML AND SECRET FRAY OHM B.E.M. APPROVAL: NDZONE III 10 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY IN INC. FEDERAL MANUfACNRED HOME CONSTRUC110N AM SAFETY STANOAROS MAR 0 1 1999 DATE 2-6-99 REV. LETIEI TOTER SIZING CHART n RR. WALL OPENINGS /—'� SU-01-0030 TABLE I SIZING AND PIER SPACING C (SEE NOTES BELOW) 12—WIDE WIDTH MAXIMUM Q 5Q PIER SPACING SOIL BEARING PSF CAPACITY 0 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH) END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4I48#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 2000 404 i608#) 2500 323 13'-4"—WIDE WIDTH MAXIMUM 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 MIAXIMUM 1500 478 (MINIMUM PIER CAPACITYI5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EXCH END 1000 884 AND 10'-0" ON CENTER (MAXIMUM 1500 590 (MINIMUM PIER CAPACITY, 6191#) 2000 442 2500 354 I15'-4"—WIDE WIDTH MAXIMUM @5 PIER SPACING II SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 i 2500 323 4'-0" MAXIMUM FROMIEACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPAC�TY 6941#) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHI 02 UNDISTURBED SOIL OR 90% COMPA, 03 ALL FOOTERS TO BE BELOW FROST ® MORE THAN ONE PIER MAY BE USE SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" S OVERHANG ON EACH SIDE MAXIMUh © CHECK WITH LOCAL JURISDICTION T YOUR SITE OR HAVE A SOIL BEARII SOIL TO DETERMINE THE VALUE. EACH SECTION INDIVIDUALLY. I FOR FILL. TO ACHIEVE THE MINIMUM OVERHANG ONE SIDE OR ONE 3" DETERMINE THE SOIL VALUE ON TEST PERFORMED ON YOUR tNUNtWAFF No. 910334 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED EY NPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 NOTIOE:v ­ /1HIII Iffit"O DATE REV. LETILK JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE M.T. 2-8-99 ■ ORIGINAL. PROPRIETARY. AND COIFIDENTIAI DRAWING TITLE /� P.O. BOX 368 MATERIALS AT JACOBSEH ROVKCTO THE PIER FOOTER SPECS CHART A INC. SUCH YAiFRAlS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RELFIENT FOR SPECIFIC K WOSFS AND WST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONROENIIAL AND SECRET FROM ORM SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JAC 0 BS EN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE' ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 366 COLUMN SUPPORT SPANS INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138. KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0001 27 SET UP NOTES (CLOSE UP) 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. 1. FABRIC TYPE TAPE IADHERED 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 �S 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 IWIDE 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 RFMOVING�SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS L ICATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THEIGALVANIZED 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 INSTALLOG 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 FA►J-INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FO� ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR( SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING ,jNTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING TH SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER M THODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY 11 E AUTHORITIES HAVING JURIDICTION. JACOBS] HE P.O. SAFETY HARE PHONE (� NOTICE: DRAWN BY: M.T. DALE 12-22-94 Ntv. LtIIt n: N HOMES TNESE SPEancAna+S AND DRAVANGS ARE DRAWING TITLE:SET UP NOTES ORMU , raGPRIEGRY. A!O ccNFlDENnAL MATERIALS a IACOBgN t1AW ACIURINC A OX 368 W_ SUCH MATERA S ARE PRDWOED ID THE DRAWING NUMBER: SU-05-0001 t. FLORIDA 34695 RELMff Fat SWE M PM AND WM BE 0MM 02-12-M i) 726-1138 KEPT 02FO & AM SEM FRW 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦♦ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦�, I I ♦I I I I I , I I dill. dun. ♦ I dnry ♦ ..pry„ ♦ dlll� �Illu. •illln 'plm• I dnn. 'd4ry .I � kilo- I +Iryn. — 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. [:I[][][:] ❑❑■❑ ❑„❑ ❑❑❑❑ 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 PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: — DRAWING TITLE: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 29 SHINGLE INSTALLATION F-- ROOF SHEATHING (TYP.) dqi FIBERGLASS SHINGLES .au,. +uu,. METAL DRIP EDGE SEE PAGE RC-19-0002 •uu. .qq,. � •,uu,. SHINGLE UNDERLAYMENT TYPICAL ROOF TRUSSES 16" ON CENTER r 1TO 1 /23" " TO 1 1/2" 00 b M � � to � NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/ " X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE IGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STA LE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE ((RONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TQ DECKING W/ MIN. 318" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN IUNTIL 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 ARIE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT E EVALUATED FOR DESIGN WIND PRESSURES. 1/2" TO 3 1/2„ TO 1 1/2" mz FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑❑0❑ 0M0❑❑ P.O. BOX 368. 901 4lh 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 I y SOFFIT MATERIAL I t = FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND,YIl;T BE KEPT CONFIDENTIAL AND SECRET FRON'OTHERS DRAWING NUMBER: SU-05-0020 31 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 ISEAM 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. E1000 JACOBSEN HOMES NOTICE: THESE SPECIFlCAROHS AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICATION n A ❑„❑ P.O. BOX 368 MATERIALS ARE INC. SUCH MATERULLS ARE PROVIDED TO THE SAFETYHONER(72) FLORIDA /1384695 KEPT CONFIDENTIAL ANµD SECOSES� TBE DRAWING NUMBER: SU-05-0030 (09-30-08 ) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS --------- -� I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING 14- ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: AdIl DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT ' DRAWING NUMBER: SU-05-0031 33 W A APPROVED BY N flIl1L 1 3 1�1 (NC. Raft :yi�lY�.. ��I►J� ��ls�.�a;, awl ChyF o 0 it - �� � � - �,,�. 6� � _ - - - _ _'_ IG' c� i�.r►v STuv- L'fY'P) n:: aaOF Sam a torn Dd1== -7lWq¢ t;PW&r PY= Atla Tri'G'VIN11L5tfl�i lNsrxL.lEt�cri J� APPROVED BY JUL IS M .,�RI7NjI4 NC Pxjr-Ri� �J�w-I�nTI�IrJ� I II I� Ii I ' I j' Ij I III �I II I � jj II -• . - II I I I II I V GuLx-YI (AA 2Y2' �pLC55 1 ro v`si� jCYICd sc�jah.`- �?�LES 3�1a" o,.c. alZ - . yIt�,fL. �lDlIJ� Ids ��aJ _ CieF_ ) I- IloGT� xl�lil►� X I Lo"O.G. IhI��1J1� �MI�1•) i [ICI • d sa f� ZONE 2 MID .3 777 '"V1NYL -CA roml&; "INSTALL, hPcq- Dwe wo- k)A-I.L. MOBILE HOME SET-UP SHUTTER INSTALLATION: I SHUTT RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVE'11R, 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. IVINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTIALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDPWS: 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 SCRE S - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUT ER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWSI 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 "F�OCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAILS "A" ❑❑❑❑ JACOBSE� HOMES �;;� P.O. HARBOR, 368 ❑❑❑❑ SAFEPHONE2)1 726ID;384695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY: SDRAWN BY: A. I "'; 6-6-946-6-94 DRAINING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 LETTER: MOBILE HOME SET—UP ZwN E DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME THERE ARE TWO TYPES OF WIND THAT CAUSIS DESIGNED OR THE RICANE ZONE (ZONE III). IF OOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOMEFROM BOTH TYPES OF WINO 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 ILULE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS A H WITHOUT FARE OF ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEEJLL ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC' COATED. TIE -DOWN STRAPS HALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED 8Y A REGISTERED S PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. ANCHORING NOTE_ OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE "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 GLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. SHOULD BE PUT ON AT AN AN THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PTME ATNCHOR PLACEMENT B OF -THE LIS ZD MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY l "*s" NPJUL 1 �► INC. FW as CAUTION: DOLINOT ED TO T E' ENSIO 5 'TIE-DOALTERNAWNLTY SIDE F E E ONLY. I ON OPPOSITE SIDES.THEHOME MAY BEPUL EON D OT IS OFF THE SUPPORTS. I• _. Via► 6-6-94 SU-0 i - 0001 37 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1.- APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN -1 BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP �✓�� TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP L-I; 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 T NO. 2 0 N0. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE: DRAWN rm BY: DATE ❑❑❑❑ JACOBSEN HOMES THESE SPEaRCAPONS ADRAVANGS ARE B.C.K. 03-30-12 ❑❑■❑ ORGINAI, PROMETARY. AND CONFIDENTIAL DRAWING TITLE MATERIALS OF JACOBSEN MANUFACTUFGNG SET-UP/ELECTRICAL ❑"❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIOED TO THE SAFETY HARBOR. FLORIDA 34695 REC ETIT FOR SPEORC MNSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT COr MENTK AM SECRET FROM OTHERS SU-09-0001 39 SS -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 ELECTRICA WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. IFOR 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 ALTERNA�E 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 INOT 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. 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) A COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED J I NCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOXCS) 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. I NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEI HOMES THESE sPEaRcKnoNS AND DRAVNNGS ARE D.M.T. 05-25-06 ORIGINAi,MATERIA PROPRIETARY, AND NUFACTU ING DRAWING nTtF ELECTRICAL CROSS —OVER C NATFJUALS OF JACOBSFN MANUFACTUPoNGHEt P.O.BO368INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34895 RECFIENT Fat SPEC IC PURPDSES AND MUST EE DRAWING NUMBER: (09-29-08 PHONE (813), 726-1138 KEPT CDNTDENRIAL AND SECRET FROM OTHERS. SU-09—OO1 O \ 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. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAT51NC5 ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL unnnry or S.A. ureic 6-6-94 nu. ��. DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF S MANUFACTURING INC. SUCH MATERIARIA ARE MATERIALS ARE FRONDED TO THE TYPICAL ELECTRICAL. GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 41 HT FIXTURE INST LECTRICAL WHITE (NEUTRAL) WIRING FROM FIXTUIRE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUN 1) WIRING FROM FIXTURE9AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BEFORE ELECTRICAL THE EXTERIOR LIGHT LOCAT ALONG THE EXTERIOR WALL IDENTIFIED AS EXTERIOR ELI WITH BLANK (SOLID) COVER BOXES AND FEED THE THRE CONNECTIONS OF THE CONE ELECTRICAL BOX TO THE 01 BE TRIMMED OFF AFTER TH ELECTRICAL SHOCK, ALL EL THE WIRE NUTS REQUIRED f WIRE NUTS ARE INSTALLED RING IS LOCATED IN THE SI TRICAL -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) �RVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL S TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT kREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE ;TRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ;TRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. R SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE T THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING 'PING 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. B X 368 MATERIALS OF JACOBSEN MANUFACTURING LIGHT FIXTURE INSTALLATION INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR,j FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (7271) 726-1138 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 TESTIS 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCAnONS AND DRAWINGS ARE ORIGINAL PROPRIETARY. AND CONFIDENTIAL Noltll:l P.O. BOX 368 MAISUCH OF MATERIALS ARE MANUFACTURING INC.ING SUCH YAIEFCAIS ARE FRONDED n) THE THE SAFETYHONER(727) RECIPIENTFOR MUST 7261011384695 nK µD FROM ER D.M.T. I DATE: 3-22-95 I REV. LEfIER: PLUMB. CON. do GAS TEST A SU-11-0001 (09-29-08) 43 PLUMBING TESTS 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 TOISHUT-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 IAT 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 HOTI FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. CONNECT ALL DRAIN DR( CONNECTIONS ARE MADE CAP OR PLUG THE MAIN BE WHERE YOU NEED TO UNTIL WATER REACHES C THAN 15 MINUTES WITHO LEAKS (FACTORY CONNEI CHANGED WITHIN THE MIP DRAINAGE SYSTEM TEST AND REQUIRES REPAIR A NOTES: 1. HOME SHALL BE IN A LEVEL PF OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) PTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS IT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR TIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT IMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE S COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM ID RETESTING. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DL INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ I JACOBSEN HOMES NOTICE: THEM SPECIFICATIONS AND DRAMINGS ARE DRAWN BY: D.M.T. DATE 09-29-08 REV. LETTER: ❑❑.❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL JACOBSEN MANUFACTURING DRAWING TITLE _ ❑"❑ P.O.I BOX 368�� INC. SUCH MAIERIALS ARE PROVIDED TO IRE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MVIENf FOR SR:CIFIC R"'mES AND MUST BE IOrT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS B FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE I HORIZONTAL TO VERTICAL ONLY (v _R DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP .O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT 0 = 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. 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAH1NC5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRONGED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 45 LMOBILE HOME SET-UP 2" T VENT WITH NOT MORE THAN UNVENTED i� (1) IXTURE DRAIN W.C. DROP 2" 3" i O� D i � 2" ALT. VENDROPTED W W.C. 3" 3 / `INDICATES BOTTOM 3" OF HOME '1 1/2" DRY VENT (SEE ALT. FOR OPT. WET VENT UNVENTED i CONNECTION) W.C. DROP i 3" O 1 1/2" i i i O 3" 3" 13" 3„ 3" TO ON SITE DRAIN CONNECTION i i i ,.,,-3/4" THREADED FRESH WATER INLET FOR SINGLE WADES AND MULTI- WIDES WITH PLUMBING IN ONE SECTION ONLY I O MINIMUM SLOPE 3" / �� 1/8" PER FT. ' WITH CLEAN -OUT Ir 1/4" PER FT. WITHOUT CLEAN -OUT NOTE: THE TWO EXAMPLES SHOWN ARE TYPICAL FOR MOST MODELS. SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT MAY HAVE A COMBINATION OF BOTH OF THE EXAMPLES SHOWN. Ip TYPICAL 2" DROP 2„ 3" 2" OA TYPICAL 3" 1 1/2" DROP i i i i 1 1 /2" 1 1 /2" �- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LUNG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) IN CONNECT 3/4" DROP FF WATER HEATI SECTION 3/4" TEE AND 3/4" THREADED INLET - FIELD INSTALLED FRESH WATER INLET FOR MULTI-WIDES WITH PLUMBING IN MORE THAN ONE SECTION 14" DROP 3/4" ELL VERS (FIELDyINSTALLED) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 ❑❑■❑ ❑,I❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 7 6-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DRAIN SET-UP DRAWING NUMBER: 1 SU-1 I-0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (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. NOTICE: DRAWN BY: DATE: REV. LLIILR: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER ❑„❑ INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0020 -00 47 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND IRETURN 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 ITHE 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 CONtIECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS-O,VER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP SUPPLYI DROP TYPICAL SUPPLY DROP REDUCER 'Y' J [TTGINAIR FLOW UNIT IS SHOWN WITH TWO PPLY AND ONE RETURN DUCT(S)� THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUQPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. I (AIR HANDLER. CONDENSER. AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE PROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVEITHE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES �;;� P.O. BOX 68 ❑❑❑❑ SAFETY HONER(727) �261DA384695 NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: n MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE A.C. CONNECTIONS '/ �` INC. SUCH MATERIALS ARE PROVIDED TO THE IIO:PT CONFDEDErmA RAMC aV FROOM O H DRAVMNG NUMBER: SU-13-0001 (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** Fitting or Coupling Band Clamp L _ 3 Duct MIN. CONNECTING OR SPLICING (((10 CONNECTING SPLICING A) 8) 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) 1 112 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" — loll) AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MATERIALS INC. SUCH MATERIALS ARE MANUFACTURING ARE MANUFACTURING TO THE MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 3-001 O 49 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE T E SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIV A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATIO TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT � CCESS HOLE COVER. 2. CUT DRYER VENT DUCT TOITHE 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 �10 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�iNY LEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ! WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOB!SEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID f VENT CAP SITE INSTALLED DUCT i VENT CAP M�ST BE METAL FEX OR RIGID NOTES: NOTICE: DRAWN BY: F ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE R.R. ❑❑■❑ ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 36B MATERIALS OF MATERIALS SENARE MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE ELECT. CLOTHES I SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-7138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 1 50, 01-21-00 YER VENTING A SU-15-0001 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 FLOORr AND BOTTOM BOARD SITE INSTALLED DRAIN-4- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"rO.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES []❑■❑ ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ❑❑❑� PHONE (727) 726-1138 NOTICE: THESE SPEaRCAMONS AND DRAWNGS ARE MGM, PROPRIETARY, AND CONRDMIK MATERIALS OF JACOBSEM MANUFACANNG INC. SUCH MATERIALS ARE PROVED TO THE RECPw FOR SPECFIC PURPOSES AND MUSF BE KEPT C@FWMAL AND SECRET FROM OTHERS. DRAWN BY: M.T. DATE 03-08-07 rev. alit DRAWING TITLE: W/H PAN DRAIN DRAWING NUMBER: SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE TF E SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. II HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS_ SENT WITH .THE HOME AND MUSTC_BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM (RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE G OUND. 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 NOF.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 H6MES xTILE: THESE SPECIFlCAl1ON5 AND DRAWINGS ARE I/Rfl1tIY O7: S.A. VHIL 6-6-94 RLY. LCIICR: ❑❑■❑ ❑„❑ oo❑o P.O. BOX 368 SAFETY HARBOR, FLORIDA PHONE (727) 726-11 34695 8 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: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15-0002 52 y APPROX. 1" I I I z I I HOLE I PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. L - - - - - J HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH VISUALY INSPECT BOTTOM BOA RD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS I' 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 B 2. P-TRAP ACCESS PANELS MAY BE 3 AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WI 4. MINOR HOLES AROUND PIPES ETC. M 5. THESE ARE SOME ACCEPTABLE TAPE P-TRAP AREA IN FLOOR. 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. BE SEALED WITH TAPE TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ NOTICE: JACOBSEN H MES ❑❑■❑ THESE SPECIFICATIONS AND DARE OPoGUTAL, PROPRIETARY, AND CONFIDENTIAL NTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SAFETY HARBOR, FLORIDA 4695 INC. SUCH MATERULS ARE PRONDED TO THE ❑❑❑� PHONE (727) 726-1130 I� WIDEN ALAuD gaV FRROM OM BY: D.M.T. I DATE: 10-31-01 P-TRAP ACCESS SU-15-0010 REV. LETTER: B (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETHEEN CROSS —OVER SUPPLY I/ DUCTS SHALL BE MADE PER OTHER DETAILS. Q I 4L--- I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) I. SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE: DRAWN JAC0BSEN HOMES THESE SPEORCATIONSAND DRAWINGSARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFlOENIIAL DRAMA! MATERIALS OF JAC08SEN MANUFACTURING ❑„� P.O. BOX 368 INC. SUCH MATERWLS ME PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SKcFIC Pl1fto AM MAST 6E DRAMA PHONE (813) 726-1138 IOPT COffD0 R& AND SEaIET SO OTHERS 55 C.L.Y. I 3-21-95 HANDLER CROSS -OVER SU-AC-0100 1 / b