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HomeMy WebLinkAboutSet-Up Manual; Jacobson HomesSET-UP MANUAL N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. _ ^` 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�ti*, REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVEUNG 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 O I''� �HAIRLINES 0 , CARPENTER'S LEL 1/A IS MAXIMUM VE ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. HOMES NOTIC)& 1t��TCAno►+sA►ooRAym w DRANK BY: O.A. DAIS 11-21-06 REV. LETTERJACOBSEN ITARr. ARD ootaFoorn& P.O. eox ssa ana+a, YA1QMS OJUMM F ""I"'F"C'MM Nc. SUCH Wuoaus ARE PRoroED 10 il DRANING TIRE- MANUFACTURED HOME SET—UP lm Am PER CAPPED vI H Sn COIIAEIE--�. antar No It X r X 11; mum wSII w Bl OCLS� wIH go CE11S ffm SEE TABS I FM PER ME sm AID SPMCNG SPBi1CAM (PAGE 11) (SEE W-4A FOR 16 X 16 Hi .AsT PER PAD SPAM) SEE MR ifs TE710NE ALL WALK MAMaL- AID PEACE PAD ON SDIOE SK M.Ow FROST LATE a I= CODE tIEgJ1<HFim SEE NOTE 43 DETAILS "A" AND "B" e DETAIL 'A —SE Him 12 (H90N VMAES NETH YAK Amu SOIL ffmXG) WAY ESDA RtPMM TREATED UAW In CAPPED NITH SOLID X B' X 16' 11f111iD YA5QIR1' - B1A05 NTH 09 CELLS VEHTTICAI. IE-M STRAPS ATTA - (SEE WE f FOR MAX PIER WiIS TD om 6171M COWIDHS Fa= AND NAIL ABRI EACH SECTION TD BE COMM -_ TD A DOMI HEADED ANCHOR NfFOR PER = SWIG AID jFR MJITfOF6ALL SEf NOTE #4 J 0) M MIIC MA79K 00191E HEADED ANCHOR AID MAC: PAD ON STABLE SOIL tElAil FROSiIDE PER LOCAL CODE FMEMME1M SEE 0112 DETAIL 'B' \SEE NOTE 12 Al1mm SOL 0 11/116 a JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 PHONE (727) 725-1138 o- . ..- v e ® No 484 a _. e*ss ® off® mom• ®'. TATE OF •;4&OR IV 0 DAAIBI = SJOi YA7DW AN POM 70 7W mmd m SRD1C Rmw HID aw K JW OMMM ADD SM = OM 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD; THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 1,6' B. FOR CAST 1N PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT -NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc) = 3000 PSI '(MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24" OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING. ELECTRICAL, ETC.' 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST, BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY Revised Deec'' 17,2008 C. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A.­- 09-07-93 1 -- DETAILS 'A' & 'B° i A (12-15-OB) 2 Jacobsen Homes Load at Frame (each i-Beam location), Perimeter (sidewall area), and Mating Lana for Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS UOIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 164Z Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 ' 3284 Mating Line 4328 5208 6088 30 ft. Frame 3150 3650 4150 Perimeter g ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line .'ii ).J �-� �cdrtal N.anutau0::ed v,uction 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 C ll Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 S. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. �OPEI. G. % r/rrli/, No. �C)yy PE10505134 9 . STATE OF ; �4J' ref'/ �sSi rON In 5/6/2014 3 SU-01-0001.2 �a � i-1f1c1:1! iF]:7U1. Cr;.:fCrj Jacobsen Homes Fasting Capacities 8 In. x 16 in. (single stack) pier 16 in. is 16 in. (double stack) pier Sell Bearing Minimum Footing Minimum Footing Unreinforced Unreinforced Capacitity Site (in.) . Area Maximum Footing cast -in -place Maximum Fasting cast -in -place (Psi (in.J Capacity (Ihs.) minimum Capacity (lb,.) minimum thickness (In.) thickness (in.) 16.16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 Lot a 24 x 24 576 3,700 fi 3,700 6 D D 30 x30 900 5,600 a 5,800 6 O � 36 x 36 1,296 7,900 10 8,100 8 42.42 1,764 10,700 N.re 4 10 10,700 10 49.48 2,304 13,100 nee. • 12 13,600 10 16 x I6 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 a 24 x 24 576 5,600 8 5,700 6 O 30.30 900 8,500 N..4 10 8,900 8 O to � 36:36 1,29fi I2,400 Noe. • 10 32,600 8 42 x 42 1,764 16,SDD nor. • 12 16,800 N.0 4 10� 48 it 48 2,304 21,200 N.re 4 14 21,600 Nor. • 12� 16 x 16 256 3,400 6 3,400 6 ... N 20 x 20 400 5,300 6 5,300 61 G24 x 24 576 7,600 a 7,700 6 O O 30 x 30 900 11,700 . • 10 11,900 8 N 36x 36 1,296 16,700 Nor 4 15 16,900 Noe. 4 10 42x42 1,764 21,700 xm.4 SS 22,700 id.l.4 12 16 x 16 256 4,300 5 4,300 6 m a 20x20 400 6,700 6 6,700 6, O Z4 x 24 576 9,600 N.e. 4 a 9,700 6 O lV 30 x 30 900 14,800 n.r. 4 10 15,000 8, 36 x 36 1,296 20,700 • .r. 4 12 21,400 xor. 4 10 16x 16 256 5,200 6 51200 a zoxm 400 8,1D0 N.r.4 a e,100 61 24x24 576 11,500 Nee.4 30 11,700 6 Oi 30x30 900 17,800 ..1 12 18,100 .v• 8 - 36 is 36 1,296 25,400 N.e. 4 14 25,900 x.e. Al 30 w en 16 x 16 256 7,000 6 7,000 6 20 x 20 400 10,800 xm. Al a 10,900 6 r i O 24.24 576 15,500 a.4 30 15,600 8 30.30 900 23,300 ..1 t 32 24,200 ow 4 10 1. The footing sites shown are far square pads and are based an the area (in'), shear and bending required for the loads shown. Other :onfigurahons, such as rectangular or circular configurat ons, 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' :he thickness of the fooling. 2. The 6 in, cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,000 lbs. for 8 in. x 16 in. single stack block and 16,000 lbs for 16 in. x 16 in. double slack block, S. A registered professional engineer or registered architect shall prppare the design, if the load exceeds the capacity ror single or double stack concrete black piers shown in footnote 4. 6 On the frame h-beam) a single stack block pier shall net exceed 36" high (see footnote 4 for m-inum capacty) and a duuple 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 stack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the -tieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7, poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ASS plastic footings (pads) shall only be used in accordance with the pad manufacturer's mstruc^ons and mustt be certified for use in the sod classification at the site, listed end tabled for the required load capacity. 2 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 [—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. NOTICE: DRAWN BY: O.A. I DATE: 06-06-94 REV. IETH R: JACOBSEN HOMES THEM SPECIFICATIONS AND DRAWM ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL n DRAWING TITLE: P.O. BOX 368 IICO ATERISEMANIDED ALCH MOBILE HOME SET-UP 2 A MA, MATERIALS J RAIA AM ,� TO IM ❑❑❑❑ SAFETYPHARBOR,E) 726/1384695 KEPT CO l PS fR Y OTIfitsM. DRAINING NUMBER: SU-01 —0002 (09-30-08) 5 SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 f-SEE NOTE #2 NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 5 3 SEE NOTE #2 .-..-SEE NOTE #4--- I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ RoElo[d:l P.O. BOX 368 MATERIALS OF JACOBSENMANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOUBLE WIDE BLOCKING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM 'OTHERS. DRAWING NUMBER: SU-01-0003 6 SEE NOTE #7 SEE NOTE #6 I (2) 1 3 NOTE #3 SEE 4 2 LNOTE #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 DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL #7 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. SEE 'A' SU-01-0010. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TRIPLE WIDE BLOCKING *00110 P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 RECIPIENT FOR SPEOFIC RIRPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0004 7 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS [TINS ELUIX 1 SE IN AODIMN TO VMER ROONNG REOLSSED DY Tills MANUAL - ALL FLOOR UMM AND JOIST Ste) TYP. FRIEPLArM M SOEWALL OR MAIMU M WALL HOST BEAM NOMT� EMPE% MBIUIC REQUIREDAT 4T Or -MAX RED TO SU-OI-M ANY SIZE TLB ANMOR SHOWER AT SOMWALL OR MARRIAGE WALL =0;;�- UNOE I MM GUM OF ALL EXTUMORR DOORS LOWED ON SNIEWAUS 2 OR MARE 4 Itt VIMM PME REOLID EO AT EAOI END -� AND REIMIEEIYEE Y EACH OPENING m RES AREAS REQUDiE PIERS SPAS W at MAX (IT OR LESS IN MM) MMI ENO OF RECEMD ARFAS AREAS M f 519E BAY REQM PIERS SPAM H' O.C. MAX MUS ALSO APPLBEZ TO ALL MUWALL BAY WEVOOWS MUSE SLWWCMTT® BY A FRAME MBYDIER EJIROHY TUS AT NJOEWALL OR MARRIAGE WALL . W D.C. MAX r.48MEM ALONG SDLEWALL OR MARRIAGE WALL. (APPLIES TO BATH CAiNETS OO' OR GREATER N 1.901) (SAME &M0 MAY BE USED FOR MULTIPLE 46 I/2' MNDOMS) j I •• SPEUU%L BLOLKINEi NOTE FOR 115•-4• fl84'1 WIVE SEXIM FLOOR SECnONS ONLY) mum BLOQONG IS um (MAR m AND SEEMW) sw ON 00 MAX SPACNG DAPLA APPROVAL NOTE Lm FLOOR Sym W (SL1EMAt1. TO SEEMALL OR WMAGE MULL) UK NSTUC PERiIEIER BL9176 � jffpw� NOTEi: pQ � iid V I 1. POR X ADa1 MX RMW MUM AS ROM ON USE IC X IC PER PADS W.�� 2. LOOAIE S.MW UNDER POSH .NSY OR UM 8' OF THE W OF 36 40 UrAlW AT le 4C. MAAM O MAR 20 2014 O 1 COIEN PM ARE N AOM10 ANY ODER OAISafD PUS Awls MAW LIE i FI KV MW IS MW MW ILE RAORS WMa t SIDLIGLL.9) W Qt MAX. a Federal Muci t-ed m 5. FM U0 Flit KOEI R SUPPORT MW 6E NSTA B OIH AE I= MB9dI PARALLEL 1011E PER)E Bt PX � �"S.Iay L *0 PL1tIEFR ILO W IS RAW, ANY MA1NG LIE OM SPAR QUM 111N117. MUST HAVE NIERYEALYTE PERS Sa,Mdcds %ACED AT MAX f0 O.C. EJWT 18f BE FLRS, SEE SP X NOTE • *. NM TO W-01-MI 00 9AI-=2 FOR 2A nm S151D15. JACOBSEN HOMES l=sMLWAno mmmum" UIM . PRW W MY, AID CMFEENIIAL MI'IGOU OF MOM MMWACUNG �� � O,A, DAB 4-12-00 DRAWNG TIME: ADDITIONAL BLOCKING P.O. aox 368 SAFETY HARBOR, FLORIDA 34895 PHONE (813) 726-1138 �RR V RMPMB W �7 RE I�f COIFDF x Am sou nu Dun (03-19-14) ��' N SU-01 -0005 a (APPLICABLE TO ALL IMPERIAL AND 40RO COTTAGES OTH 184% FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEINALLS/VATELINE WALL I. 48"/24 64~/40" 64"/49" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# v: _ No 454 : 1 SYA E OF : �► O • �� ��o 0 ALL Ij�NDZONES ALL EXP05LIRES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY N1 May 07,2009 INC.. FEDERAL MANUFACTURED NONE CONSTRUf.7MON AND SAFELY STANDARDS WOTTde BY: DAID REV. LETIM JAd0B9EN HOMES ����A> 'N �.T, 03-02-09 1A4�NffPdPRFiAIIX �Cd� P,O, BOx 36B flEi M�maAIS �. p �DD. PER. BLOCKING RE01MREVENTSPER. BLOCKING RE01MREVENTS SAFETY HARBOR, FLORIDA 34695 [�[�i fQE�pC M lb t DR PHONE (727) 726-1138 rE�1 Od�QIIAM► VP>iDSTaum SU-01-0005.1 9 PERIMETER BLOCKING FOR 160" (13'-41 FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORD COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: DAPIA APPROVAL I. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALIERNAIE TO 1HE CONCRETE FOORNGS SPECIFFD N THE JACOBSE?N HOMER SET—UP MANUAL 2 THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER 1HE MANUFACTURERS NSTALLADON INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITES SHOW ABOVE. 3. ALL OTHER REOUIREMENiS ARE TO BE ADHERED TO AS SPECIRED IN THE JACOBSIN HOLIES OCTALLA71ON INSiRUCIONS. Lu o MAR 19 2014 � O 0.. G Q Federal Ma -mmti rod v HoCoastrucaon How And Safety Standards JACOBSEN HOMES xonAO � �l�„�,�,� MAIM AM ' B : ,YOUNG DATE 11-18-2011 REV'LETTER: UMLWUl. KWFWTARY NW UOKFUMW MATSMS OF MOM MANUPAMM DRAVANG DDF: P.O. BOX 36B NO. SMH MA10RU1S ARE PR01EM M 7HE PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REC W FOR SAC RHVSB Am MW BE WT CmEmo IAL" mu no 04fRS DRAWING NUMBER: SU-0I-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM 6, FOR SPECIFICS COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT 7HE MARRIAGE LINE) / BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL DAPIA NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. NOMC& DRAMH BY. M.T. DATE 05-20-06 REV. LETTER: JACOBSEN HOMES TmE 5 7" AND MAVM ARE OMAL PRMLTMY. AND CDIi70611 K DRANING TITLE: MATERIAIS OF &W08 EN MAffACTMM BLOCKING (PIER) LABELS P.O. BOX 388 LORRIDA334695 STY HARBOR,NE K 9a YAIMAIS ARE PRMn 70 71E FM ON KW= MBE DRAwNG NUMeEx SU-01-0006 (Os—"—") IMwrW P AL A}� HIM li ADDITIONAL RECESSED PORCH BLOCKING (THIS ILMU IS N Ao0(AENT TO awn REgm N us IUNUL) 61• WIX 61' AWC SEE 1IET11 T. ' 'I '1► 1 .1 . a r•il• 1011: it a r l m� IM DETAiI. TT' ONLY 14E0 am6Gmt IS of FLOOR JOIST IWILY OLDER PORCH POST --r PER O1W ADDED I-BEAY RECESg PORCH REOIIRE PIERS SPA® 6; O.C.- WOL (AID Fm AT PORCH P06T5) AS SHOWN PER UM ADDED I -LILY 64' O.CI MAK PIER SPACING AT ►IARMAGEWALL 901 dsWxE KT EW EDGE OF ER AND EDGE OF PORCH POST NOT E710EED DEPTH OF W. PORCH POST TIP. PORCH POSTAY JOIST (51M TV. PORCH FLOUG t/FRLOOR ' MAX. TIP. PORCH FLDmwor ' , PORCH FLOOR PORCHF100R JObT PORCH DOUBLE PORCH PERDM RAL �� (Z�� 6�PT I UK DOIRIIE PORCH POEM RAC 2 X 6 FIX iB" {@L f TIP. TIE-DOW STRAP � 2 TIP. W-001N STRAPRtfI ffim Kim 2. FLAOt JOISTS r (gE OT1�R DETAILS) PORCH FLOCit JOISTS PP. PIER (C X D' X 16') (SEE DIM DETAILS) (B' X it X 161 16' X 16' WN. PIER PAD 16' X 16' YIK PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW Bl iYP. PORCH POST TIP. PORCH POST PP. PORCH TtOOAwG 1NOTE: WIANCE BE1TfFEH EDGE OF PIER AiD EDGE OF POO POST TIP. PORCH FLOORING _ � YAY NOT Exco 5 1/2' PORCH FLOOR JOIST PORCH FLOOR JOIST (2) 2 X 6 PT X 187-WL (2) 2 X 6 PT X Ill- MBLj 1110 D BETN M 2 BOO B�TYM 2 Typ. iE-DOIR! SNAP OTHER BETAW PORCH FLOOR JOISTS PORCH FLOOR JOISTS LONGITUDINAL VIEW A2 LONGrUMINAL. VIEW B2 DETAIL ' A' DETAIL ' B' ON ...... �A�r4 DMAPPROVAL• "AXAWHUM+'' '����'i1FIQ�ij�.K'L+ter L A001110lIAL Br_OC W REOUIiED AS R10 LED ABOVE (USE 16' X IC PER + • (! �v :. i APPROVED BY PADS ON 1000 PSF SOL CAPACITY) '" 2 LOCAiE 8IA0W I= FE13MM JOIST OR VADW S 1/2r OF END OF IC.O.C. i 0. b X Dec 13,2006 1 PiRYM BLOOM a RE=U UNOM PORN AT EACH POST (61' 04 UAIC) = Ar I L ,t Q = 4 INC. 4. AO0111WAL MOMRfOtm AS tNOICAe ABOVE OFFER CENTER OF AM F-BEAY y � L 1 /i (l+ � " � /v .Dr FEDERAL MMIDFACIURED HOME mMSFnuMAN alD SAFETY sraaaanos (W oz VAX) • s SM OM DETAU FOR OW REWIRED BLOOM Mnas t�' �` 6. AM F-KM ATPM"" WALL' YAY DIFFER INSTE FROM WINOU HSE HBUK- ,.. +d�/,(y .•.••`,c�a Sao. lct ,EC JACOBSEN HOMES 'DM WUW ►Y&JAM RR OATL• 1 11-28-06 10 LETiM DUWM 11m ADDITION RECESSED PORCH BLOCKING LLjmj oR*mm. rrlorl tm% W 4 WMIK y"�5 Of '�M MUWACUlM P.O, BOX 36B WIG SJb1 uAla N3 Am PftOm To IK ORAL Af'J}dAFR SU-01-0007 SAFM HARBOR FLORIDA W95 PHONE Will 726-1138 BE7�W Fop M= W = 98 � OE am cum= no sw nm MOM ' 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 ffrII/1/r1, John gDoeden,PE : '15133 Goshen, IN 46528 V0 Phone: (574) 825-766�,9p ; STATE OF R '....... A.kxefi 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE -" —' HOST BEAM r; _ . L�,, STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON —SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON —SITE 48' O.C. MAX. }� Dr DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES- REF. PG. 07-0050, 07-0051 N.D S 01 MOTES: ., 1. HOST BEAM INSTALLATION IS FOR ON-911 STRUCTURE ATTACHMENT: w: �,• , �..; ;'r 20' SIDE MAX W ND ZONE 2 OR *In Ems. B SITES. 16' WIDE MAX MEND ZONE 3 OR 14OMPH EXP. 8 SITES 4c,1TA."r 2. MIN. BRACKET LOAD.CAPAalY FOR VERTICALTIE--DOWNS IS24501 WIND ZONE 2, 29601 WAND ZONE 3 _ 3. WALL FRAMING IS 2 X 6 SPF IC O.C.OF Z 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HUSEOs4, ; •�.... •-• JACOBSEN HOMES Tg om`D DR`'� �Wl Y 1x+IML PRMTARr. AM DoaF>oENTIx DRAYMG n P.O.BOx s5a Cr N wAN FACU M W. Sm VAWMS ARE PRONGED W mE SAFETY HARBOR. FLORIDA 34695 o[06W RN VWC nWM NO Waf BE ORANTNC N PHONE (727) 728-1138 17Pf 6oD10 ma � SLOW am CrAum 14 ALSO MEETS WINOZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY ON Jan 20,200 INC. FEOERlLL MANUFACTURED NOtlE i CONSTRUCTION AND SAFETY STANDARDS e D.M.T. DA% 01-10-07 FV LEMR: E ATT. TO HOST BEAM �' SU-01-0008 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 TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, -AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS MAIN I — BEAM —7 BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM — — — — MATE LINE _ — — AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I —BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF- TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER -MAIN I —BEAM AT THE REAR; AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE -AREA. 15'-4- (184-) WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL HITCH HITCH JAC O BS EN HOMES NOTION THESE saEafTc�noNs AND oRAwNDs AM DRAW BY: D.M.T. DATE 10-10-08, REv LEIIFi� OR mm- RWWTARY, AND CONFATBNTI& DRAMLNG TITLE: MEJ P.O. BOX 368 MAlMALS OF dACWSEN MANIFACTUItl11C W_ SUCH WIN" AK PROYM M THE TEMP. BLOCKING — SAFETY HARBOR, FLORIDA 34695 _ REC W FW SPIM RAiPM AN ISM BE DRAWAG NLWM: PHONE (727) 726-1138 WT Comm m mu nu onms SU-01-0009 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62' 86" 110" 134" 157" 144" WIDE FLOOR 33" 53' 73' 93" 113" 133" 160" WOE 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 REQUIREMENTS 4„ TYP 7' OR 8' TYP 30' MAX (TYP) X - X Q Q NOMINAL 16" X 16• ' SQUARE PRECAST00 00 L CONCRETE FOOTING 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. p REF. CALLS. e- i,VA— — !/:- at jilt III 11111A4 NOTES EN` y V �. •,,� PIA DAAPPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND •• - �� NO. �� APPROVED BY SPACINGS' 910334. 2. START I —BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH I —BEAM. AND MAXWUM SPACING SHOIWN IN THE CHART 'rL IN[4 ABOVE FOR FULL LENGTH OF HOME OF �O'; STATE • •'• I INC. 3. SEE OTHER DETAILS FOR PIER REOUREINENTS AND MAXIMUM OPENINGS Pr'�� �i, •• N p►FEDERAL IMANUFACTURED HOME AT HATING LINE OF MULTIPLE WIDE HOMES. A 4. SEE OTHER DETAILS FOR TIE -DOWN REWREMENTS. JACOBSEN HOMES T�EgSPEOf1CAlI0NSC 'tRA ARE � BY: M.T. T DATE 2-8-99 , REV. LETTER P.O. BOX 368 01=4. PRQVUM V. AO Ooltt4EMI& MA1F1Z" OF 4 WOM MOWACA MC W. PRO WM MAMU AK Metu To T4 DRAWING TITLE: 16* x 16" PIER SPACING „ SAFETY HARBOR, FLORIDA 34695 AEWW RR 4f= RWo O NO UM E DRAWING NUMBER PHONE (727) 726-1138 w" 000mmALA1D mo am omm SU-01-0020 17 ALTERNATE MAIN BEAD PIDR� or x r x tr< i�otLa j(oo1�E" �IAspIRr gLDm (ND �%TTAR OR OTTpiF REOTMtFD) A mo I-0-�4a`. "A�p4x S� a PIER CAPPED TREATED ab tm 401E A ��®FO x ��I� WE4 MLS yai AlSI GLE STACK BLOCK PIER 1.� C E . `S e.i No 45484 s® WOMB& CAPA1ytn�SEE �� � 13 o �. p° 'or ° STA C.7 � o P, e "ooell °o o7 MWE 8° X e 1160 61:T11D VAS* aws OTH 0PE4 CELLS VERTICAL Ir x d X T6' W* CONCRETE GLOIX IS SHORN, WL OFFSEI$ THE TOP m THE EDIT OF THE PER I , EXCEED 10. TT' X r X 1r Ko C04CMTE SLOW ARE SR* iAi OFFSETS FROM THE TOP TO THE WTT OF THE PIER MUST NOT EX® 10. FLOOR *DTH MAX. AXI U I -BEAM PIER SPACING (CO41ROLLED BY PIER LOAD CAPACITIES) 48" O.C. 720 O.C. 96" O.C. 120" O.C. 14r *DE FLOOR 2428 LBS. 34M LBS 4548 LBS. 5608 LBS. 1W SIDE FLOOR 2661 LOSS 3m L88. 5014 LOS, 6191 LBS. 18C *DE FLOOR 2961 LIM 428E LEM 5615 LEIS, 6941 LBS. PIER LOADS INCLUDE *EIGHT OF PIER UP TO 250/ - ADD DIFFERENCE *HEN PIER W£IdHT IS GREATER. NOM UNIT *IDTHS d(CLUDES A 6° OVERHANG ON BOTH SIDES VAX60, (CHECK PIER PAD LOAD CAPACITIES BASED DN SOR. BEARING PSF) L E SU-0I-OMO FOR PIER SPAS #41 PADS, 0I WST le x W PER PAUS4616' x Ir IDI PIER PADS OM THAN TE 110 BE LISTED ft CERTM TO EX® OR RF iok N A PIER CAPAOiY. 2, #0 USING PIER PADS MY MUST BE LISTED ! CERTIFIED TO E K EED OR EOuAL 4� PER CAPACIM 3, START I-DEAV PIER SPACING 24° FROM EACH END OF TW Ii AT EACH i-EEAI,i Alp VAAW SPACING ST * N TTf CHART As* FOR nu LENGTH OF 4. ANY Pim I+FIm AwK 67* 05T BE DESOp By A RE (IR AWBIECL 5. CAPS VUST DE SASE LENGTH Asp *DTH AS TIE PIERS oN MUCH KY REST, 6. HAR*W PLATES No R T* 1 10 OR 2 OR 4 IIP NO�AL WW CON�TE M= VAY BE USED TO FILL ANY Fit}�jG VERTICAL GAPS OZONE III ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised INOct 17P�l ,2008 INC. FEDEML HWiNFACNREO HONE CONSTRUCTION AHD SAFETY STANDARDS e9 ACIO B:g EN f7 O MEO igomda DRAB( or DATT T REV. LETIM T,Q� ��, O,A, 2-8-99 P.o, WX 366 �mdALs �1a W TITLE, ALT. VAN BEAD PIERS B SAFPIS � 26 D�33 9T3 .ter R�oI�EF �� � G 10-08-0€3) SU-01-0021 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING un-... B.E.M. �+�• 2-11-99 •-•• -- -- DRAWING TITLE: MIN. HOME SET HEIGHT P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 RIALS ARE ARE PRONDEO TO THE INC. SUCH MATERIALS RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-01 -0022 ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 78 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) .3500 (PSF) 120" WIDE FLOOR.. 39" 62 1/2" 86 1/2" 110" SEE NOTE y4 SEE NOTE #4 144" WIDE FLOOR-- 33" 53' 73 1/2" 93 1/2" 113 1/2" SEE NOTE y4 160" WIDE FLOOR* 30" 48 1/2" 66.1/2" 85' 103" SEE NOTE #4 184" WIDE FLOOR•. 26 1/2' 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107' MIN. PIER CAPACITY 1778 LEIS 2667 LBS `3556 LBS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM 1=BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR•• 46" 73" 100" SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR.. 37" 58 1/2" 79.1/2' 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: TO THE ENGINEER APPROVAL: l4�. ,_:.. DAPIA APPROVAL - s ��CW<< s i. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE CONCRETE �'� �.. �; Y— (g, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. , 2. THE PRE-FABRICATEO PIER PADS ARE TO BE INSTALLED PER THE "� :' �! APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. S.. Tx =� C; " ' OCT i Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �� •� s Cam'• �_',• '.-..'. IN p HOMES INSTALLATION INSTRUCTIONS. -, , � ,. tin•; ,.;.:• r.• INC. , v 4. MAX. PIER SPACING B' FOR UNITS WI1H B' I -BEAMS / 10' FOR UNITS WTH 10' OR �•.. 12' I -BEANS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME mmmi Ir.71ON AND SAFEIY STANOARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWBY: D.M.T. ATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB: 16" k 18 1/2" PIER PAD SPACING P.O. BOX 368 RdPHONE ORIONAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING SUCH MATERIALS ARETHE DMUST SAFETY HARBOR. FLORIDA 34695 (813) 726-1138 RECIPIENT FOR P WSESNAND K KEPT CONFIDENnAt AND SECRET FROM OTHERS AWING NUMBER: SU-01-0023 - 20 18" X 22" PIER FOOTER SPACINGS* (MIN•. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54" 85" 116 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOORS. 43" 168" 193" 117 1/2" SEE NOTE #4 SEE NOTE #4 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" V40E 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 #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43 1/2' 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS, 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH • INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN APR("1 �ryy �� '�, Q, ...... 4l i��`'' DAPIA APPROVAL: «44 6, 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE � �Q• , GIST E;�$•,, i e _ T Y � (¢ • (�+� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �� NO.d 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a =APPROVED 9103 BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM S Rp Jos PIER CAPACITIES SHOWN ABODE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t 7 (j1� : = S ATE Z g �' OCT i I_� HOMES INSTALLATION INSTRUCTIONS. UNITS WITH 10" OR .� •, ' •: INC.. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" [-BEAMS / 10' FOR Lo,P . ,7 12' [-BEAMS (24' MAX. FROM ENDS). 4 EDERALMANUFACTURED HONIE c • vn � 'OATS: JACOBSEN HOMES NOTICE: 4T41 1HESE SPEGFlCATIONS.0DRAWNGSARE 19BY: D.M.T. 09-22-01 REV. LETTER: DRAWING DTLE: PRE-fAB. 18' X 22' k 20' PIER PAD SPACING ,® P.O. BOX 168 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF NCOMN MANUFACTURING WC. SUCH MATERIALS ARE PROHDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECNNENT FOR SPEONC PIAINroseS AND WST BE KEPT CONn0ENTMI AND SEW FROM 0WIS 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* ( MIN. '432 7/8 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2' 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2' 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 8l" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WE FLOOR- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 1 14,000 LBS. NOTE: UNIT VADTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOT S: NOTES: PRE-FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P DV : • .!`r��'!'� %.sFOOTINGS No. SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ¢ 12. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103�4 `- BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ; ".r•oPIER CAPACITIES SHOWS ABOVE ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN _3. 'a '. � TATE fy :- ivHOMES kAlAPPROVAL- INSTALLATION INSTRUCTIONS 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 16 FOR UNITS WITH 10' OR �y'•�^ •'INC.12' I (24' MAX. FROM ENDS). sED -BEAMS HOMENOTICE: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. 1 09-22-01 REV. LETTER: „ P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROYIDEO TO THE _ DRAWING TITLE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECNTNT FOR SPECIFIC PIRR M$ AND NMI SE KEPT CONTDFNTAL AND SECRET "M OTHERS. DRAWING NUMBER: SU-01-0025 22 - 14 23 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 113 1/2' SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR- 89�1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE j/4 SEE NOTE y4 SEE NOTE y4 184' WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN OV'L r;+- °?++. `r , . ..,, OAPA APPROVAL L 0C' 1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE � �P.•'G\STFHF'�;;� MCi. `F a 9 FOOTINGS SPECIFIED IN THE JACOBSEN HOLIES SET-UP MANUAL. /JI i • 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE C�10 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE N07E $4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WADE FLOORs* 58' 89" 120"*** 120'*** 120"*** 120"*** 144' WIDE FLOOR** 50' 76" 103"*** 120"*** 120"*** 120"*** 160' WIDE FLOOR** 45" 69 1/2- 94' 118'*a 120"a: 120"*** 184" WIDE FLOOR** 1 40" 61' 93" 104'*** 120"*s* 120"*** MIN. PIER CAPACITY 2597 LBS, 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE UNIT WIDTHS WITH ** INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM, FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 KM PAD (CORNERS MAY IE ROMB) TYPICAL PIER FRAME I-BFAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD 0a®eet%t®Ce®®oolos®�B REF. CALC. PG. NOTES: . � A N DAPiA APPROVAL 1. PRE-FABNICAIED PIERS MAY BE USED AS AN ALTERNATE TD THE CON m SPECIFIED IN THE JACOBSEN HOMES SL7-0P MANUAL .� o ° e APPROVED BY L THE PRE-FAt6tICATED PIER PADS ARE TO BE DWAM PER THE C y Y S 1•i l r !, i •� b0 YANUFACIURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ©O � � e PIER CAPACITIES SHOWIA ABOVE ®('%�°.�� Dec D4,2oo9 ®� �s O INC. {(t{��00 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED TO AS SPECIRED IN THE JACOBSEN ° ° �` �0�` ®���S/O�' FEDERAL MANUFACTURED HOMEME cpMsmurnppAND A;BBq��e��m suEFrSTANDARDS 4. YH�PIER�SPACING 8' FAR UNITS i6T1N 8' FBEAMS � 10' FOR UNITS N11H 10' OR 12' 1-BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PEER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C,}. JACOBSEN HOMES NOTlCT' MW M71018 Fo DRAWIMS AFC DRAWN BY: M.T. DAIS: 11-23-09 REY. LETTER: DRAVIING �� X 22° PIER SPASPACINGP.O. BOX 368 OFRODW• PRWWARY. AM c+fwuu MOM MAMALS OF OM YAKFACnNm1D SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1139 W. 10 UATi]M ARE FROM TD TIE WBITFOR V'®FE KW= AND WSTME NB*f OONFIOom A w �f FROM onwm DRARWNG NUMBER: $�-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 0 (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 A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -� 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\2 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 1 2708lbs. 3428IDS. 4148lbs, 4868lbs. 5588IDS. 6308IDS. 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 in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 IDS. 5121 lbs. 5881 IDS. 6641 lbs. LOAD SPANS ® . w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 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 6175IDS 69751bs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ra 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in, 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. co 1 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. MIN. PIER CAP. 3375lbs 4295IDS 5215lbs 6135lbs 7055lbs 7975lbs NOTES: Qt SEE DETAIL -B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHOMNG OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES QSEE NOTES: (2), Q3 , AND (D UNDER TABLE I, PAGE SU-01-0040. Q FOR ALL UNIT MADTHS• USE 177 sq/in PIER FOOTER UNDER SIDEWALL OPENINGS, THAT ARE 49 INCHES TO 96 INCHES HIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 tq%n PIER FOOTER UNDER SIDEWALL OPENINGS (MIN. 1000 PSF SOIL BEARING REO'D) I@ 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) O5 CHECK YATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ?�� C�Q'••'G�STERF •�! �'. No. a 910334 -o STATE OF NOTICE: THESE sPEcmcATaxs AHD DRAwncs B.E.M. ORKNA4 PROPRIETARY. AND COti10FMTIAI DRAWWG TITLE. PIER MATERIALS OF JACOM MANUFACIMING NG SUCH MATMALS ARE PRONGED TO THE FOR I R13 MT FOR WE= Rl WM NO NMI IE ORAMMG NIMIBER: IIFPT CptnOENTLLL ARO SEW rRm OTHM 25 WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED EY IN PINC. TEDEIIALMAJHK MPIED HOME CONSTRUCTION AND SAFETY SIANOARDS MAR 0 1 1999 2-6-99 SU-01-0030 E TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM (i M PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. X-O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'- 4"- WIDE WIDTH MAXIMUM 0( 5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014j) 2000 358 2500 287 4'-Q" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM ( PIER SPACING SOIL BEARING PSF CAPACITY G © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941j) 2000 500 2500 400 NOTES: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 50 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. e-wA- 91T . �QQ� •G\ST E j? • �� '�. No. a rQ 910334 cToTE OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. g T, 02- DAPIA APPROVAL•. APPROVED EY N'PINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 i99g JACOBSEN HOMES THESE SPECIFICATIONS uw o DRAWINGS ARE rDRAMNG`' M.T. T DATE 2-8-99 REV. LETTER: Mon ORIGINAL. PROPRIETARY. AND COlF10ExnAl TITLE:nP.O. BOX 368W- SUCHS OF 1ACOBSEN "OFACT THEPIER FOOTER SPECS CHART ARIG SULH MATFTEALS ARE PROti1DE0 TO THESAFETYHARBOR, FLORIDA 34695 RECRnNT rut SKCRG PURPOSES AM MM eEWING NUMBER: SLI-01-0040 PHONE (727) 726-1138 I KEPT WHRDMAL AND SEM FROM OTHEK 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' lk MN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES THESE SPECIFICANOTICE: TONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER:, DRAWING TITLE - COLUMN SUPPORT SPANS INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-03-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 27 SET UP NOTES (CLOSE UP) YOUR NONE 18 EQUIPPED WITH A FACTORY INSTALLED NATO LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. NOTICE: DRAVIN BY: DATE REV LOITER JACOBSEN HOMES Tm ,� A� M.T. 12-22-94 MGM. PROI)MMY, AM CON190ENTNL DRAWING TITLE: /� P.O. eox 36s "AMNALS CF MA"UFAG SET UP NOTES /-1 omm "1C SICII MATRU S ARE PROVED TO IFE SAFETY HARBOR, FLORIDA 34695 IEIO W f»R ff= NIFO66 AD WS BE DRAWING NUMBER: o2—t2 as LLLLJ PHONE (727) 726-1138 KEPT COWOW K AND MM FROM OTt M SU-05-0001 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 I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦I I , I I I I i ♦ ,ph. ♦ um. •� I �p ♦ ion. � ♦ up I nnn Alp,. ^nlli. .luo q0,. 14gp. alpl, I +Illp. "I! COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) ^Wn. TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP """ mN •pu, ROW OF SHINGLES TO EXTEND ml Alm,"�i ACROSS RIDGE ONTO OPPOSING Sul. i� SECTION OF MULTIPLE WIDES. 'Iua• , (SEE SU-05-0011 FOR SHINGLE "up IIp. FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY., LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE unnnn ol: S.A. un,�. 6-6-94 �• �,.�n. ❑❑■ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ��� 1011CILA ' P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE EXTERIOR ROOFING CLOSE—UP SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 , RECIPIENT FOR SPECIFIC PIAPOSES AND MUST BE KEPT CONFDEMTIAL AM SECRET FROM DTHERS DRAWING NUMBER: SU-05-0010 29 SHINGLE INSTALLATION c '_O u7 cD SEE PAGE RC-19-0002 FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. ❑❑❑� J AC 0 B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ❑❑■❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑"❑ P.O. BOX 368, 901 4th ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. ❑❑❑❑ SAFETY HARBOR, FIA. 34695 PHONE (813) 726-1138 STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. O 6-6-94 REVISIONS: I DATE: 12-21-94 SU-G5-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE r y SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH 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 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTf TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIN 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 STARTEfI — ,. STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIRCATIDNS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING DRAWING TITLE: ❑ ff%P P.O. BOX 368 MATERIALS OF 4ACOBSEN INC. SUCH MATOMALS ARE PROMDED Tp THE EXTERIOR FINISH CLOSE-UPSAFETY ❑❑❑ HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPE= PUIr= NO,p T BE KEPT CONFIDENAAL AM SECRET FROM'OTHERS DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16' X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ETEI—E-1-0 JACOBSEN HOMES NOTICE: 'MEE DRAWN BY: O.A. DATE REV. LETTER: SPECIMCATIONS Ate DRAWINGS ARE 06-06-94 P.O. BOX 368 ORIMAI, PRO MART, AND CONFIDENTIAL WATER ALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING n INC, SUCH MATERALS ARE PROS TO THE APPLICATION H SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RTAFIir FOR SPE= ROM AND WST BE KEPT OWMENTAL DRAWING NUMBER: AM SE€T FROM OTNERS. 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 I� MATING LINE OF UNITS II SITE INSTALLED INS[[ CORNER POST SITE INSTALLED EXTERIOR SIDING� ❑❑❑❑ ��■� ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL NO VMT n= OTHERS DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ' DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 W APPROVED BY lNf;IiUL 1 3 (NC. _7plp� L4- l 7.r S. IM.I 'L.. I— I X-i�lliGE�A� X 1 k2.� 'I✓ 4ql1 .► n C _ A A a'J_ IVsA V : -7 4¢ MJ&t PY= A A c�l..8: wr!bp j`ti'�'V1Nn= Stip�W�i lNSsall.kL�Gra L1. kal..k=klr p�ioG.. APPROVED BY - JUL 191% NIP A-rF it fJv� r ri I� �I I � 1 I� (pert z ny) TO _ ' �� 16trk jNCld 5C'ji�2.� �•S 3�I8° c..c. aR _ . zc0r,-tL- Aft;, C b — _J. A s 1 tap I VET FA1JSlprPl( 01P1 I-I!ola� xl�lil�►� X �i� h(A�4"� . __ ' _ t�t2.:.wGh•x_3'��"�c il�i°sus S�3�oS-�oaa TR4��eN �= -vtN1� 9+flrW,i 1Ns,•�u,knonL MOBILE HOME SET-UP SHUTTER INSTALLATION: 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. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B///'o -7- L111 DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑ ,� P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE - DRAWING TITLE: SHUTTER INSTALLATION ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0034 36 MOBILE HOME SET-UP DOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS SIGNED OR THE RE ZONE (ZONE Y.IF YOU OW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOMEFROMBOTH 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 TAND SHALL BE OTAL) WITHOUT FAILURE E OF THESTANDING A ANCHORING EQUIPMENT. ANCHORING OVERLOAD (4,725 POUNDS 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 STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1. 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. AN H RINr NpTE: 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 ME. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PTHERANCHOR PLACEMENT B OF LIS D MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. FOR USE �RTICALLY AT THE CAPACITY REQUIRED FOR THE FOR BEING ATTACHED. APPROVED BY 10 ONJUL 1 3 ING. me ICI NOT APPLIED TO TIE -DOWNS TALTERNA LY ON OPPOSITE SIDES. F THE HOME MAY THE HOME L BE Y. I N PULLED S OFF THE SUPPORTS. ,...,..may f 6-6-94 . l D 1i ``w. _ ;; SU-07-0001 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TIE -DOWN STRAPS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-07-0002 M. MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME — EXTEND 1 1/2' MINIMUM — 150 AMP ty—TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL I GROUND 150 2 NO. 1 NO. 1 I NO. 6 200 (2) NO. 2 0 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP ❑C700 vACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THEM sPEaRGAnous AND oaav�NGs ARE B.C.K. 03-30-12 , ❑ j- OFUGRUL, PROPRIETARY, AND OONRDENIIAL DRAWING TITLE-- P.O. ��P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SET—UP/ELECTRICALB' INC. SUCH MATERIALS ARE PRONDED TO Tiff ��� SAFETYHONE (813)P726ID1T38�9$ WT�NRMTIA AM RCIUMW0 ff DRAWING NUMBER: SU-09-0001 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE. ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES n1E. EgrNl,,On.Ek Atla.AM DRAWN BY D.M.T. DATE: 05-25-06 REV.. LEM ORMNAL PROPWAtr, AND DRAWING TITLE c P.O. BOX 368 IIAIW' FRIAIS Or JAeoesa MANUFACTIIPoNGELECTRICAL CROSS -OVER SAFETY HARBOR, FLORIDA 34695 SI1GI WEIMS AIB PROVIDED TO THE PHONE (813) 726-1138 Dam WAL ADD FM OTI mol ME DRAWNG NUMBER SU-09-0010 (09-29-08 ) 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER ---' " 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 DRAMTNGS ARE " """ °' S.A. ufl" 6-6-94 DRAWING TITLE: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE FRONDED TO THE TYPICAL ELECTRICAL GROUNC DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL 'BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DOEM ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: 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. 0��� JACOBSEN HOMES H„❑ P.O. BOX 368 ❑❑ SAfETYOER(0 7)FLORIDA 38 95 NOTICE: mcnen or. unit THEM SFfalCAnONS AND DRAIWNGS ARE D.M.T. 3-22-95 OI NgNAL PWRVARY, AND CGNf='HAL DRAWING 111M MAIMALS OF JACOBSEN MANUFACTURING PLUMB. CON. dt GAS TEST W_ S O MATE U ARE PROVIDED TO TF€ Ww FOR I W 0 H DRAWING NUIIBQt: SU-11-0001 (09-29-08 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT. AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. 0000 JACOBSEN HOMES NOTICE: DRAYlrI BY: DATE REV. LEITFR: nIESE sPEc�lCAnaNs AM DRANINGS AM D.M.T. 09-29-08 ❑■❑ MUNAL, PROPWARY. AND CDNFlDENTIAL DRAWNG TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTLFNG Na such WA70M ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 REMM FOR SUM PURPm AND mm BE DRAVWNG NUMBER: PHONE (727) 726-1138 KEPT CON WRIAL AND SEW FROM OHM SU-1 1-0002 1 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. (e _ff 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-F ORIENTATION / USE LTTY I MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT 0 = 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. ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAH7NC5 ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LEI ILK: ❑❑®❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING DRAWING TITLE: ' ❑®®❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE INC. SUCH MATERIALS ARE PRONGED TO THE SET-UP KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34895 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDENRAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-1 1-0010 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED �� (1) FIXTURE DRAIN W.C. DROP 2" i 3" � 0 i i 2" 0 ALT. VENTED W.C. 3" DROP Qi � INDICATES BOTTOM 3" OF HOME 1 1/2" DRY VENT (SEE ALT. FOR UNVENTOPT. WET VENT W.C. DROP 0 i CONNECTION) i 1 1/2" i � 3.. 3.. 0 3 3" 3 TO ON SITE DRAIN CONNECTION / MINIMUM SLOPE 3" 1/8 PER FT. WITH CLEAN -OUT 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP i 2" 3" 2" 10 TYPICAL 3" Q 1 1/2" DROP OB i i i 1 1/2- 1 1 /2"' Q --a- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) BO HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) I@ VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 0 HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FIR WATER HEATE / SECTION i THREADED INLET 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADEC NOTE: INLET - FIELD SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY-OU7 FRESH WATER INLET FOR MAY HAVE A COMBINATION .1 1. ES WITH LWID '4" DROP 3/4" ELL „-JVERS (FIELDINSTALLED) OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN -ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ J AC O B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING - P.O, BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAIN SET-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENT& AND SECRET FROM OTHERS. SU-11-0005 46 WATER LINE CROSS -OVER NI"' """ ""' EE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED --� TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS -OVER ` WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1' X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: / DRAWING TITLE: WATER CROSS -OVER ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ll-�\ DRAWING NUMBER: SU-1 1 -0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 4I MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTiNG(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. SUPPLY UNIT IS SHOWN WITH TWO AND ONE RETURN DUCTS; WILL VARY BY MODEL. MOI HAVE MORE OR FEWER SU RETURN DUCTS. TYPICAL RETURN AIR DROP R 'Y J �� JG LY i MAY OR TYPICAL SUPPLY DROP ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND COMPRESSOR) AIR FLOW NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ ❑■❑ ❑„❑ OE JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA PHONE PHONE (727) 726-1138 34695 THESE SPECIFICATIONSANDDRANINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE FRONDED to THE REOPIDIT FOR SPECFTC PURPOSES AND MUST BE ID:PT CONFIDENTIAL AM SECRET FRW OTHERS DRAWN BY: O.A. DATE. 06-06-94 REV. LETTER: A (09-30-08) DRAWING TITLE: DOUBLE WIDE A.C. CONNEC11ONS DRAWING NUMBER: SU-13-0001 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION !!!�/fjmY FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW ��1YlJ B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET MEM OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE VWT AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY Fitting or A) SLIP DUCT OVER FITTING AT LEAST A)- FOLLOW AS DIRECTED UNDER Coupling THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO Band Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED L HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) — PRESSURE IS ASSURED. SEE PRESURE 3" C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR Duct DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** SPLICING A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. 8) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. D) PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. A) BUTT TWO CORES TOGETHER ON A'SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ** PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF. PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: DATE: NLv. LL I I11C ❑❑❑❑ JACOBSEN HOMES THESE SPECIRCATiONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ P.O.Box 3sa MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK INC. SUCH MATERIALS ARE PROVIDED TO THE ❑„❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAPBNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-1 3-001 4w ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDEI THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME, HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATIION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT ITO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP I O 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 DUCK TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THEI GROUND, 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE IBOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUSSYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. SITEIINSTALLED DUCT M ST BE METAL F4EX OR RIGID NOTES: SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID f VENT CAP VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORANINGS ARE DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ❑❑■❑ P.O. BOX 36B ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: ELECT. CLOTHES n �"❑ INC. SUCH. MATERIALS ARE PROVIDED TO THE DRYER VENTING H ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 so SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR--, AND BOTTOM BOARD SITE INSTALLED DRAIN" PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0* O.C. MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. „_% (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 A N0T1M THESE sPEaFlCenaNs No oRAwNa ARE MGM. PBOPBETARY. AND Ca1tf WX MATETBAIS OF JACOBSFN MANUFACTURING W, SUCH MATERIALS AM PROVM TO TK RECFW FOR 9ECi1C RIRPW AM MJSf BE WT CaFDFNnAI. A►0 SECRET FM RM BY: M.T. 1 DAIS 03-08-07 REV.1E11FIt D u DRAINING IITLE: W/H PAN DRAIN DRAWNG NUMBER: SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. I 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 THEI GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE IBOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL t INSTALL THE RANGE EXHAUST INSTRUCTIONS LISTED ABOVE. OT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR I SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ AND DRAWNGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑�Vr❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 I RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0002 SZ BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P—TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P-TRAP ACCESS PANELS WILL BE B 2. P-TRAP ACCESS PANELS MAY BE 3 AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS W 4. MINOR HOLES AROUND PIPES ETC. W 5- THESE ARE SOME ACCEPTABLE TAPE JACOBSEN HI P.O. BOX 368 SAFETY HARBOR, FLORIDA PHONE (727) 726-11 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 xoTTc9 MES THESE SPECIFICATIONS AND IXtAN1NGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING 4695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEW PURPM AND MUST EIE KEPT CNKNTIAL AND SECRET FROM OTHERS. DRAWN BY: DATE REV. LETTER: D.M.T. 10-31-01 DRAWNG TITLE D BOTTOM BOARD P—TRAP ACCESS u DRAWING NUMBER: SU-15-0010 (10-08-08) [,71 PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CKCTION BETWM CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES rloIDRAWN BY: DATE REREV.tFtTER TNESE SPECIT1cATx1NSAA HD DRAWNGS ARE C.L.Y. 3-21-95 ORIGINAL, PROPIMMY. AND COHi1DENIK DRAWING TI ��� P.O. BOX 368 IIAMALS OF JACOM MMWAClMNG � HANDLER CROSS —OVER WC. SUCH WERUIS ARE PROVIM TO THE SAFETY HARBOR, FLORIDA 34695 REOPENF FOR SKCFIC PLBPOSES Am YIST BE PHONE (B13) 726-1138 IEPT COIFWTL4L AND SECRET FROM MHEM DRAWWG NUMBER SU—AC-0100 , WnmLo Q ea