Loading...
HomeMy WebLinkAboutManualSET-UP MANUAL SCANNED BY St. Lucie County JA ;OBSEN HOMESc� p� ul L j J 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-07114 NOTES 56 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVEUNG (C.) ASSEMBLY AND CLOSE-UP •TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS •A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) _ REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003. & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRUNES CARPENTERS LEVEL 1/8' IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. JACOBSEN HOMES TBFSESPECEICNT�/CNIDRAIINGSAM DpA11RBY: O.A. UAIE 11-21-06 RE'Erm` MM P.O. BOX 368 ORRtUI. PROPWARY. A O 0ONROW& MATEFULS OF JAC084R �FACNdO B DRAWING 1171E MANUFACTURED HOME SET-UP xC. Sla MATBMIS ARE PROW TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 Rm41R FON stint RIPo3S AND WM7 BE KEPT OOIFOBBUL AM7 SV3V FROM ORflE DRAWING NUMBER: SU-01-0001 (10-08-08) DETAILS "A' AND "B" mm FRAME PER mm To SOLD CDIDIEIE BIRD( (MIX r THICK) IF X It X Ir QUID YASDBL)' mm-� NDI am QII.S MRBI AL SEE TALE I FOR PER FOR S✓M AND SPAOM6 SIUMTIO S (PACE 11) (SEE SLI- A FOR 16 X 16 WAE'T FIER PAD SPAM) SEE NOTE firms RD= ALL CRGUE MA7IRWL� AND RACE PAD ON STABLE SOIL mow FROST WE PER LOCAL CORE AEOUIEMENIS SEE NOTE IP DETAIL 'A' A BL AMemam NDNABLE EAR94 X-M STRAPS A:r-\ 7D RDM BEAM COLIBOIS OE ETCH SECBOR 7D BE CONNE RD 10 A DOUBLE HEM ANCHOR SEE NOTE DOUBLE HEADED NSTE p SEE NOTE P DETAIL 'B' JACOBSEN HOMES PA BOX 368 SAFETY La OAB5 WE 12 ums in SIR BEAR PIER CAPPED WIN SOLD CONCRETE BMXX (1IX r 710% 1< X 8 X 16' QUID MASORRY am YTH DPFN cm WRDCAL (SEE NOTE 11 FOR MAIL Pot MOTS AND DETAIL ABOW) 3E MARE FOR PIER FOSTER SW AND SPAM SPEDFICATIONS (PACE 10) IBM ALL QEGIINC MAT06AI. AID PLACE PAD ON STABLE SDL If1DlF FROMM PER LOOIL CSOE REgIDEIDIIS N ATE OF 360 MAX. IF MATING UNE. ANY TALLER )VED BY A 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 FOSTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTQL) 5. MINIMUM PIER PAD THICKNESS A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (ic) = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FDOMNG CONCRETE (ALL SEAMS TO OVERLAP 12' MIN.) B. PIERS SUPPORTING THE 1-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 [-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 Revsed Dec i17, 2008 AINC. PFDERAI.I,x PEM mnmwrnDx NMD ano suFrr n sraxmxos DETAILS 'A' & SU-01-0001.1 (12-15 08) AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BE1110 CROSS -OVER SUPPLY DISTRIBUTOR BOX) DUCTS SHALL BE MADE PER OTHER DETAILS oo ! I ) Q 0 COLWG BOARD --- PLENUM (DUCT DISTRIBUTOR BOX) UNIT MARRIAGE LINE DUCT RISERS) (SUPPLY DUCTS) AR HANDLER A/C SYSTEM (AR HANDIER, ETC..) 1 SUPPLIED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW JACOBSEN HOMES N0110E umm By: DAIS: REV.I ill „ssc secs unO7 cn oRAxx s AR6 C.L.Y. 3-21-95 DRONAL PRWWETARI. AND WUtlIENTIAL MAwP1G n P.O. BOX 368 YATFWAIS Of UCZ UAVACNCND ' Tt HANDLER CROSS —OVER PLC 9 YAmms AM PR%m TP K SAFETY HARBOR, FLORIDA 34695 IRamOQ FDA 9'Fl1W Nm'¢45I10 YUSI H PHONE (813) 726-1138 IEPT CNMRAF 10 PORT Q om' 0RAM9iO NUMBER SU—AC-0100 � V_4 BOTTOM BOARD P—TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES N0T10� n� AND DRAWINGS ARE pr: D.M.T. a^ir 10-31—01 L. PRJrRIET ORIGINAL.TAM• AND MANUFACTURING MATERIALS OF JAOS NAJ4FAOMRJO ORAMNG TITLE. P.O. BOX 368 BOTTOM BOARD P-TRAP ACCESS SAFETY HARBOR, FLORIDA726-11 34695 01C ENT W100.1L5 AREMES A D 70THE ARE RFJ7411f FOR S NO IMRI ff (10-08-08) ORAWNC NUMBER: PHONE (727) 726-1138 OPT mrntl7nu. Na 40LT FAOI ontm6 IX A SXRE SD-15-001D 54 Jacobsen Homes Load at Frame [each 1-Beam IpcaHonl, Perimeter [aldewnU area], and Mating Una for Homes Requiring Perimeter Supparta tin Pounds] - ALL W WOZONES, ALL EXPOSURES, ANB ALL FLOOR SYSTEMS UO15T SIZES] Maximum Spacing Location South Roof toad Zone (20 Psn 12ft.Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating line 2164 26M 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Una 3246 3906 4566 8 ft. Frame ZS20 2920 3320 Perimeter 2404 2844 3284 Mating Una 4328 S208 Goss 10 it Frame 3150 3650 4150 Perimeter g rt. Maximum Pier Spacing along the Perimeter and Mating Une(See 8 ft. Row( Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line( can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement IJ 1 > FNome N:Ontl � etion :io9ar ^o.-;rsnct:on2-1 Perimeter not shown for clarity (do not cut out) Added support above pier Xe essea 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 110") from the outside edge of the floor system (sidewall side ON LY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (301 maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may he applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL wincizones and exposures. 4. Also refer to SU-01-0005,SU-01-0005.1, and SU-01.0005.2 S. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. ,PE!: •�.. Toy°''% ;a01STERF �;FO No. ' PE10505134 •,. STATE OF 3 SU-01-0001.2 . I✓ t* xis (wi.) IY f.'ll '� 'l .'1 •.� (L F a. y FHari), 6tanui2c�.•-cai ' Korn? ", ^eceGon 1. Jacobsen Homes Footing Capacities 8 In. a 16 in. (nntle stack) pier 16 in. A 16 in. (double stack) pier soil Minimum Minimum .earm, Unreinfmad Unreinfll 6apaai0ty Faotiry . Size (ick) FOOOng Area hi) Maximum Floating tassm-plow u Maxim mFooting c.zNnglaae (psA Carl (les.) minimum Capacity (Ibis) minimum thicknesspm) thickness pn.l 16a 16 356 1,600 6 S.600 6 20a30 aW 3,600 6 3.600 6 d34a34 57, 3,700 6 3,700 6 Q so AM 9do Sister 8 5,8W 6 O 'I 36a36 1,I96 ).900 to 81100 8 42x SO 1.761 10,700 aA s0 1i 10 48.43 2,304 13.100 1 12 13,600 20 16A16 256 2,SW 6 3,S03 6 20 a20 400 4,000 6 4,000 6 d24. 24 576 51600 8 51700 6 0 to.30 90o 81500 10 9,900 8 n � 36.36 1,296 13A00 ress, . 111 12,6011 8 43942 1.764 16,500 12 261800 4 10 a." 2.304 21.3W now 1 14 31.6011 ]2 16A111 256 3,400 6 3,40(1 6 cry Io"0 400 5.3W 6 5,300 6 d O 34a34 176 7.60 8 )700 6 O Sasso 900 11.700 +• 10 11,9p0 8 36a 36 1,196 16,7w 15 261 10 42.4 ;)fit - 18 23,700 12 16a 16 156 6 4,300 6 d Zox20 anal 6 Ill 6 O 24.24 576 :20,7W 8 9.)00 6 N N 30.30 9W f0 25,000 8 36.36 1,296 - it ZIp00 New 4 10 16.16 316 li'm 6 511nal 6 2[1 400 glao wor I a 8,100 6 �I 34.30 5]fi 11sW 10 11.]Co 6 ••y1/ M 30.30 9W 1),8N 12 las 8 F/ 36.31 1,396 25,4400 wes. 14 IS$W 1 10 N 16.16 256 7,000 6 7,4013 6 C 3a sal 400 logical 10,900 6 ill Fill � � 0 a 24.3a s76 synod • 10 15.600 8 for 30.30 900 Biggs 12 N,200 exer, . 10 1, The ladle, has[h... are far square Pads sedaee based anther Lea 2),shearand bending required for the loads shown, Other :onfiguratmns, such as note, .... he m nresiar configure[ ws, San be used, prodded the area and depth is equal at greats%than the area and depth of the square footing shown is the IsOIG and lee distanee from the edge o(the pier 1. the edgeM the foal is net I... Nod she midenell of the footing. 2. the b in. cast In -place values can be used for 4 in. umemforced precast concrete footings. 3. t he apauty vales listed he -been reduced by the dead ad of the sonnet. seemed. 4. Concrete block Piers must not exceed their design capanty of8.090 lbl for 8 in. is 15 in. single stack black and 1i lbs for Ism, a16ln. double stack block 5. Aregistered professional engineer or egistered arthdeR shall Permit the design, if the load exceeds the capacity 'or single or double Stack concrete block Piers anal In connote 4. 6an the frame h-heaml a single stack block pier shall net exceed 36- high (see tasomte 4 for memmm? Extelyl and a deuole stack blank weh interlocked slates hall not exceed 67-high (see footnote 4 for maximum espacty). When installed along the perimeter or the ,taring line a single salsa black Pier Start not exceed 50' m heshe (see footnote 4 for masimsm capaeif/) Any piers that exceed the rains Specified it this footnote Nall be designed by a registered professional engineer or registered! engines. 7 pwred(east.impla2l or precarConbete feelings are appropriate for soil types. ABS plastic facMdada shall only Ce used in mrdena with the pad manulaceurer's mstruL:ana and must be ve llled for use in the soilClaesdamton at the site, listed and labled for the realired lead [apa[iq. 4 SU-01-0001.3 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) NOTES, JACOBSEN HOMES 10sAi ARE Alm 01 FOO ORMI L PRIVRETAR Alm gATO P.D. BOX 36B OF ACMR NUFAM G s A7 JAIMI YW)FAC70 THE SAFELY HARBOR, FLORDA26-11 34695 g&817OR 9M ATE=AV PRX= rot1E M SUCH RIPS AV PHONE (727) 726-1138 MWEMIEVC Ill uPf maODluAt u0 SUET ilml ohms MOST 53 M.T. DRYER VENTING SU-15-0004 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUST�'BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT f VENT CAP ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: tIESE BPECIROA OT NANDOTICE: oaArnxcs ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DAS 6-6-94 NtY.Lu¢K DRAMNC TITLE: ❑„❑ P.O. BOX 368 we suAL uOF JACOBSEN WC.MATKOIS OF RIMS ARE MANUFACTURINGEDME ARE D ro THE DOWN DRAFT RANGE VENTING DRAWING NUMBER: S10-15-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR N'EDnC PURPOSES AND NUS1 BE KEPT CONFEENML AND KOO FROM OTFA6 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. OCKING SEOU 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24- FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 SO 3 AND 2 SO 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. B. 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 SPEGFICATIONS. 2. PERIODIC RELEVEUNG MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. JACOBSEN HOMES THESE STfaRCAT.011%DRA'.1C5AM "mnc O.A: unRK 06-06-94ORIG M CONFMNLIFACOlna AT RALS MATENK.RIAL OF RIETARYJACOBSEN Y""�" DRAWING n11e /'" /` ME] P.O. BOX ARE Na ma wTDaus ARE PROVIDED ro 7[ SUCH MOBILE HOME SET-UP 2 /H` FLORIDA14 SAFETY HARBOR, ORI34695 PHONE (727) 726-1138 REMIT FOR 9M RW S S AM MUST BE RAPT [01(✓m1Ml AM NEW ROM OTIM DRAWING NUMBER: SU—OI-0002 09-30_08 ( ) 5 5 SEE NOTE #7 SEE NOTE #6 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE DRAWN BY: DALE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES MESESPEOFICAT04SAND DUWNGSME S.A. 6-6-94 ❑❑■❑MONK. PROPRIETARY, AND CONRDENDAL DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MAIEPoMS OF JACOBBEN LANUFALNRING DOUBLE WIDE BLOCKING MC. SUCH UkII kS ME PROVIIED TO 1 E SAFETY HARBOR, FLORIDA 34695 REOPSNT FOR VEWC PURPOSES MD MT BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1136 KEPT COWMM LMOSECRETMOMODORS SU-01-0003 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 I 4 2 1 5 5 3 SEE NOTE #2 I r SEE NOTE #4 NOTE #1 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) TYP. WATER HEATER � r PRESSURE AND TEMPERATURE I !Y/ RELIEF LINE II I II II II II LL TYP FLOOR SYSTEM ! DRAIN TO EXTEND II I I pAtl PAST THE EXTERIOR WA II LINE AND BE LEFT EXPOSED I —BEAM AND NSIBLE FOR INSPECTION. I I (SEE DETAIL W) u PIPE TO BE SUPPORTED 4'-0° O.C. MAX. 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 WALL BE SHIPPED LOOSE 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. M JACOBSEN HOMESxoTTCEpurxer:DATeItV.Lc1IeBOIESOEaTanoxsNDMIIOirsAlsM.T.03-08-07DaLalAi.PROflRTIAY, Mo mFFodna �M�iEraMSAq�'�cW/HPAN ORAYBIc RitE:QP.O. DRAINu BOX 36B DRAwNC RLnffTa SAFETH�AR(OR,)RORID;� ss �RmoLr��c ��� SU-15-0003 6 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. ISTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: urcgnry tli: nu. ¢i mn: THESE SPEgi1CARONS AND DRAYANCS ARE R.R. 01-21-00 ❑❑.❑ ORIONAL PROPRIETARY, MP CONDDEHAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WC. SUCH MATEFWS ARE moNom 10 ME ELECT. CLOTHES DRYER VENTING SAFETY HARBOR, FLORIDA 34695 RECPIEV FOR SPEOFIC RAPOSE6 AND MST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-113B KEPT CONDDENM AND SECRET FROM OTHERS SD-15-0001 so, SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 43 SEE NOTE #2 f �- SEE NOTE #4 NOTE #5 I NOTE #1 NOTEE 3 4 2 1 5 5 3 NOTE #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48' AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER TOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 TICKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ACOBSEN HOMES J NOTICE THESE SPEODCAWONSAND DITAMNCS ARE ORAXNBY: S.A. DATE 6-6-94 REV. LETTER; DRAWING TITLE: TRIPLE WIDE BLOCKING ❑❑.❑ ❑IRV❑ P.O. BOX 368 ORIONAL PROPRIETARY, AND CONDOENRAL MATEMNS OF JACOBSEN MANUFACTURING INC. SOON MATERIALS ARE FROMM TO THE DRAWING NUMBER: SU-01-0004 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REO&ENF FOR 9E(i7C PM60S5 AND "T BE KEPT CONOUENRAL AND SEOTEF FROM OTHERS ADDEL REOED PERIMETER BLOCKING - ALL FLOOR WIDTHS DMB RDOIEIR 0 W AMrnaN TO DIGGER OOOEING aWMM IN THIS MAN1 4 -ALL FLO01 TTIODO AND JOINT ■MMM TYP. FIREPLACES ON MMEWALL OR M� WALL FOST BEAM NOTE BLOOONG FEUD AT 46' 0.0 MAIL BIM TO 5(F-OI-ODD6 L I ANY MM THD ANDlOR SIMMER AT 1DIEWALL OR MARRIAGE WALL PERT E'IER ROMNG IS BARED (YARDAGE AND NM LL'141 FIAON SISSY FEET (MEW TO MERL OR LINDE R EAAICH SIDE OF ALL EKTERtM DOORS LOCATED ON EIRETYALLG 2 ON UK 46 ItT Ill WEIO REOLIIIIEO AT EACH END AND BETWEEN FADI OPDYING POEM AREAS REQUIRE FORS SPA® 64' 0.11 MAX (I6' OR LESS N DE19) EACH END OF RED AREAS RED AREAS III BAY REM PIERS SPA® 6P 0.C. MAX I ES ALM APPLIES TO ALL E1tOWALL DAY W400151 LpR9t1 SLWWN RTED DY A FRAME M@H1H1 EAI19MN TOO AT GIDEIMALL OR MARRIAGE WALL 012EA CADIRIET/ ALONG GDIEWALL AR MARRIAGE WALL (APPIIES TO BATH CAENETS BO' OR GREATER N EENGIH) (SALE IRMO MAY EE WISED FAIR MOLIIPIE 46 I/Y ROOM) 'ON MW MAX SPAWG BM 16FMM PER EIER 9W6 . SC O.C. MAX . gH V I •S fi D 1. FOR THE ADOINIAL Ill RFOEEO AS WA7[D ABWE ME IC L IC FIR PADS W. p � I LWAIE BOONS OVER POSIDEII JET OR WHIN RF LF ME E1® 0' 2A0.OS16 LWAIFD AT IC O.C. Ill O MAR 20 2014 O I MUM PUS AM N IIO VII TD ANY OTHER IEDLEED FIERS AM MTN ALE. L POWER BWO IS REQUIRED LAWS RE FLOORS (wDaALE h SIEYNIS) D' EG WL d Fw•I MAmLm.� Y71 S tERG 119D FIR NRAFIER 9EPotf FAbi fE F6TALID fRl THE 10R0 dBL9Ol PM,WR TO THE POOkl6t RAL a dv a � E *0 PFRNEYER ILDONG D RI M$ WY MAING ALE 09 SPAN 067ER TRW ID, MUSE NAVE IY ER111ME PEAS 6 FILM AT MAX W OG DWI IN' ME M SEE HA MINE • •. AWt M 9l *-ODMI A0 9"-=2 FOR 2b FLOOR STS7E1ES JACOB5EN HOMES HOncg 11EY 9ER AID FRA1N45IE OLMtw BY: O.A. DAIS 4-12-00 REV. IEIIEA: P.O. BOX 36B 1. tROIRAL FnOg ADDIM Ala ctmvmL MATERIALS YMLEA ORAWNG TIRE ADDITIONAL BLACKING 13 SAFETY HARBOR, F 34695 MLAOO AW NC LLa MAI9 Kil IR01T1®101H: TOME M OOBRFESM DRAYNC NUIIflt 17,11 26-1A PHONE (813) 72E-L13B DES IMMGIR A 18f C7FCEMI41 AMl 9DETWOI ON[Ri SO_01_0005 (03-79-14) 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 '',,'',,'',,''��//� FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE NOT TO EXCEED 0 D C) 1 1/2 INCHES. APPLY DUCT TAPE- AROUND CORE AND C) ABOUT THREE INCHES. 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 OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE- AROUND JACKET E) APPLY DUCT TAPE- AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO Fitting or Coupling Bond Clomp A) B) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP.. AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE A)- FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 IN. W.G.) L - HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS-- 3" Duct MIN. C) CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LES. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX !!'!??//JJ����� FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED 0 C) 1 1/2 INCHES. APPLY DUCT TAPE- AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING D) EACH. PLACE CLAMP-- AROUND TAPE AND PLASTIC CLAMPS*- CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET mucaFAND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. • 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 QC520, 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.C. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES THESE SPECIFlCANOTICE: TIIXIB AND ORANINGS ARE DRAWN BY: S.A. DIE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B MIGNA4 PROPRIETARY, AND CONFlDEUrk NATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE IEOPENT Fart SPECWC PIIRPoSES AND MT BE WEPT OONBxNRAI AND ffIAET fROM O1MAi DRAWING TITLE: MOBILE HOME SET-UP DUCTWORK _ DRAWING NUMBER: SU-13-O01 O 49 MOBILE HOME SET—UP _'KowflDTmr JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE .ALREADY .INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP REDUCER 'W FITTING .. TYPICAL SUPPLY DROP AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR RETURN DUCTS. UNIT AND TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. JACOBSEN HOMES ITIMS AND TIas: SPEof,DA O AND gtATDlGS ARE DRAM UT: O.A. DAIL 06-06-94 LY. w ORMIAL PROPRIETARY, AND 00NFIDM AL MATERIALS OF=11SENMANUFACIURINO DRAWING RILE P.O. BOX 368 DOUBLE WIDE A.C. CONNECTIONS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 DTC SUCH MATERIALS ARE PROVIDFD TO LIE IF1T w FOR ff= RR Z AM IIM IL IGPT COI MAUL AM 9= FROM OTI M DRAWING NUMBER: SU-13-0001 (09-30-08) (APPLICABLE TO ALL IMPERIAL AND 40RO COTTAGES OTH ISC FLOOR OPTHS-SEE FL-01-01M42) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIK i 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLSMATELINE WALL W/40" 64-/49- 41AX LOAD INCLUDING PER AND FOOTER E490/24% 1778# 2667# 2950# GENW: No ALL 0=04ES ALL EXPOSURM 2D PSF ROOF C-FL- 89.01 - 89.03 APPROVED BY May 07,2009 N Pli HDIRAI_ W ALTRR.D NOt[ FDASTIUUl MDSMRTYSTANW s JAdOB6EN HOMES F "A°�c K °' �� 147 _" 03-02-09 - p wn fly, TYl B P.O, Bar 368 ��DMS 5 WIC �M . PER. 9.00(tiG REOtI1R kNTS SAFETY HARBOR, FC11A 3405 m Mi0>6 Ion= PHONE (727) 726 1138 Ipr. SU^01-00051 9 PERIMETER BLOCKING FOR ISO" (137-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.211 SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] BW ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 1BW FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN AL7007E 70 THE CONCRETE F001MOS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 7. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MAMIFACTLRERS NSEALLARON INSTRUCTIONS AND MEET THE MINIMUM! PIER CAPACITIES SHOWN ABOVE A ALL TITHER RE0URSIM ARE TO BE ADHERED TO AS SPECIFIED N TIE JACOBSEN HOBS INSTALLATION NSIRUCTIONS Lu 0 o MAR 19 2014 O O dFedaA1 m MlmuteeWnd QNome Ca¢mucrion v Ana Wety SUmderds JACOBSEN HOMES N04f0$ T" 9971GTTOTS AID NGTNS AM ' o6.YOUNG uAic 11-18-2011 ivr. u:iirn: CaGI AL- P1t�7MY- AID CY EMM MAMIFACIUFNO DRAWING IDLE 13 PNO.2 YATIRAIS OF JAE17M 01 MAIERA S AM FRMW 101TE PETO11E1ER BLOCN]NG IMP -DC SAFETY HARBOR, FLORIDAfLI31885 R6VIT EW 9M KFPMM AM MM BE DRAWING NUMBER: PHONE (813) 726-1138 10PT07FIEPNBALNOSEW RN01IM 91-01-0005,2 03-iB-Y014 WATER LINE CROSS -OVER (SEE DETAIL BELONI) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED J AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS, 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE TMTH DUCT TAPE, 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULAOON AND SECURE TO FLOOR FRAMING MEMBERS PATH 1- X 1' X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EWAL JACOBSEN HOMES NOTICE: THESE SPEO AOWSANDDRAWNGSME ORIGINAL, PROPRIETARY, AND CONDDENRAL MATERIALS OF JACOBSEN MANUFACTURNG unnnn or. C.L.Y. unit 10-23-95 .. .��•-. / DRAWING TITLE: WATER CROSS —OVER AlEloll P.O. 80X 368 INC 9JCH MATERALS ARE PR=M TO ME DRAWING NUMBER: SU-11-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPFNT FOR 9ECnC NPBFRS AND MUST 9 KEPT CDNRDENM AND ME FRIM OMRS 10 MOBILE HOME SET-UP 2" WET VENT PATH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C.; .C. DROP � i � D i � I' ALT. VENTED W.C. 3 DROP TYPICAL OD i 2' DROP INDICATES BOTTOM } OF HOME 1 1/2' DRY VENT y (SEE ALT. FOR UNVENTED OPT. WET VENT W.C. DROP i� CONNECTION)O f- INSTALL FULL SIZE /i 1 1/2' 2' CLEAN -OUT IF SLOPE }' A IS BETWEEN 1/8" & 2" O 1/4" PER FOOT _ USE O IF CLEAN- 3" 3 TYPICAL OUT IS NOT NEEDED C) 3' O 1 1/2" DROP 3' 3' 1 1/2- 1 1/2" 0 i MINIMUM SLOPE }' /il 1/B' PER FT. FITTING SCHEDULE 1 WITH CLEAN -OUT i/PER FT. OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y 8 1/8 BEND) WITHOUT THOUT CLEAN -OUT Q HORIZ. TO HOR12. (LONG TURN TY OR COMB. Y k 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) O VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3• OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4' DROP FROM WATER HEATER i SECTION i r3/4" ELL Ij �3/4' THREADED INLET 3/4' TEE AND FRESH WATER INI FT FOR 3/4' THREADED SINGE WIDFR AND MIJI TI- NOTE: INLET - FIELD 1 WIDER WITH PI UNBIND IN THE TWO EXAMPLES SHOWN ARE INSTALLED TYPICAL FOR MOST MODELS. ONE SECTION ONI Y SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION bAULTI-WIDES WITH OF BOTH OF THE EXAMPLES-- SHOWN. PLUMBING IN MORE THAN ONE SE TION TYPICAL FRESH WATER ENTRANCES 3/4• DROP 3/4" ELL 3/4' CROSS-OVERS (FIELD INSTALLED) ❑❑O❑ JACOBSEN HOMES NOTICE: THESE SPEORCAIIDNs AND DRAWINGS ARE DRAWN BY: S.A. uglt 6-6-94 REV. LETTER: ❑❑.❑ PROPRIETARY, AND ORIMATERIALS WING RTLE: ❑"❑ P.O. NI.TACOONIQOENIIALRING INC.MI OF JACOBSEN PROVIDED TO MG INC 910I ARE i0 THE DRAIN SET-UP ❑❑❑❑ SAFETY HARBOR, 726-11 34695 R, FLORIDA PHONE (727) 726-1138 R PLEAS REOPRNT FOR IIAL AN SECIET AND 07Hi BE PURPOSES AND XFPT C015mE11AAl AND SEOiET TRW OIHEAS DRAWING NUMBER: SD-1I-0005 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL � FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) JACOBSEN HOMES NoTicit MAW BY. M.T. DATE 05-20-06 REV. LEVER P.O. BOX 355 THESE sPD3umsAND wAsmAn MOIN. FROPRETAR1: AM CofMM16N. MATERIALS W_ SOON wM mN DRAWNG M. BLOCKING (PIER) LABELS SAFETY HARBOR, FLORIDA 34895 PHONE (727) 726-113B KOM Rw 9M RAL= NM 11M N AFPT UNI MM AM SIDET FM OHM NIA®t (D9-01 .12) SU-01-0006 ii e ADDITIONAL RECESSED PORCH BLOCKING (IDS RL00a 6 N AD0m 10 ROM REOWlFD N DOS "A) N' MAX 6P MAX USE DUAL r ONLY No ORIEGGTR 6 ON FLDCR JOIST SEE TIM -' /sff DETA. g ORMILY am PORCH POST �- 1YP. RECESSED PORCH EIIWOR ma EXIFNCH TOLL AOOEO I-BFAI( RIUER FXIFR� YA(1� � . PFR IRIHR MM I BFAY'� KOM PORCH REM PERS SPAM 64' 11C. MAX (AD POAS AT POICH POS1S) AS SIm TV. POACH POST— TTP. Pon MOM DOW PORCH PFROEIER RAL' Dp. TE-DOSM STRAP (SIE ODOR WAILS) 16'I16'UKPER PA 64' 0.0 MAX _ ^PIER SPACING Ai YAMAGENALL .. - 1101E OSTAHTE DEDIM 8M OF FIER AND EDGE OT PO O POST MAT ROT OM DIPTH OF FUNNt ,DST (S 1/P) ,Llg MAX TYP. PORCH FiDO" •POt61 FLOOR JET -no 2MN wim PORCH FLOOR JOSTS m(6'I6'216j IV. POACH POA M PORCH ` POAOI FLOOR JOIST (2) 2 16 PT I lr-WL RAEN,iD 6EIIERF 2 POACH FLOOR. JDSTS wNGITUDINAL VIETP A2 DETAIL 'A' DOME PORO( PIROD:IEA RAL NOTES- _ L AMOO AL mbOW REG= AS IMIEO ABN (USE 16' I IC PER , PADS ON 1000 PSF SOL CAPAOM 2 LOUII RIDO HO 114TER FOIitEiFR JOST OR NOW S 1/E' OF BID OF IC O.C. A = 1 WAoNqRoIE0RtARt ROOM 5 RODIRED LNOEAt POR01 AT EACH POST (N' De UAx) l (RA' oW MOMO REOIROD AS MACE) ABOVE NBEA a AOOFD t-BENt 1 (SEEiE Q00 DETAILS Pot OVER MOVED BLDDONG IDCAT" L AM I-BC0 AT POR0.VIC17 7D0D wLL wY DIFFTR N 93 FROM H AI 110115E LBEAW. j 7AUf1 "'ALI 1:113115:4.11)✓ TIP. PORCH POST POOCH FLOOR JOIST I �(2l216PT216'101 TV. ➢E-DOER OR PORCH RDO2 JOLSR (SEE OM DETAIS)lt;E� TR. R(R (S 16' 116-) 16' I Hi ION. FOR PAD" CROSS SECTION - VIEW Bt Tip. PORCH POSE WHOM DISTANCE REIOFDI EDGE OF Tip. PORCH ROOAP 5 It PIER AM FDGE OF POI01 POST Pw FLOOR in NOT E10)}D S I j!' (2RPo011D PT X le T Rt`RM 2�r TVP. X-OOM SMIIP PORCH FLOW J045 (SEE OROR DETAES) LONGM)DINAL VIEW B2 APPROVED BY �NDec 13,2006 AINIC. FERRN. YRIUFACNRD I mislNanla.OwlEwnul M= ADIICB: "aa aaww. o . rn�c JACOBSEN HOMES DEZ!=DnNon=W1lKSAAf RR. tt-2a-o6 meauu, rlmHaatt Aw 9a�mvl w+G RRL• . ADORN EESSED ._ P.O. BOX sae wmA90 msARE pwmTTHE PORCH BLOCKW pG srr w>sNs ARE Ilotmm m THE SAFETY HARBOR. FLORDA 3a693 FW9 mwlv=mIGF7=mO NOW 19 DRAWING F IMM PHONE (8113) 72D-113e 0! N�coP9At A �>� Ro E 0\� SU-01-0007 - MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS (09 DIRECTION OF FLOW 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 S 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. FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE S12E DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET—UP INSTRUCTION SYMBOLS Oa = 1 1/2" DROP = 1 1/2" DRY VENT Q = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN = 1 1/2" DRAIN LINE = 2" DRAIN LINE on T = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ ❑❑■❑ ❑,.❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B NOTICE: THESE SPEGBCATIONS AND DRANNGS ARE ORIGNAL PROPRIETARY. AND UAnOENNAL MATERIALS OF JACOSSEN MANUFACTURING CH MATERIALS APE FRONDED TD 1HE wC. SUN REaPW M sPECPiC PUI✓POSES AND MT BE KEPT COxfND+nAI AND SECRET FRLY OINEAS S.A. 6-6-94 DRAWNG TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 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. NOTE& . 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. JACOBSEN HOMES N01. n1. �CFCAN. `S uo p... AM ORIGINAL PROPRIETARY. ANU COHRDINNWACIUWAL D.M.T. DRAWING I ��' 09-29-08 DRAWING 1111E• „ P.O. BOX ATERIA OF JA W�� �'uCS ARE YAMDED TO THE Ne s1a MA1Daus ARE Ppo1n[D m ne PLUMBING TEST — SAFETYOM DA 95 � HONER(727) E FOR BE DRAWING NUMBFA: 726 1138 I¢P�'1 Nn�CR®�FaAND M $U-11-0002 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 (uh) 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 John C. Doeden, PE 15133 CR 22 Goshen, IN 46528 n 9 Phone: (574) 825-76%C 45484 STATE OF ; Aa o �L .<ORIDPN vim •.. 110NALEN\•`'' �f�fSf iSI1\�'\ 44 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTALICTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKWG ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050. 07-0051 NDS01 NOTES: I. HOST BEAM WSTALLATKIN IS FOR ON -SITE STRUCTURE ATTACHHENL• 9 MADE MAX WID ZONE 2 OR *)WH OF. B SITES, _ 16' ZDE WAX FM ZONE 3 OR 11(ATPH EXP. B SITES .2. WN. BRACKET LOAD CAPACITY FOR WR7ICAL TIE —GOWNS IS G 24501 MIND ZONE 2, 2960) IND ZONE 3 1 WALL FRAMING IS 2 X 6 SPF 13 IC O.C. 4. 48'. O.G PERIAETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HQ15E JACOBSEN HOMES PA Box J%a PAR SAFETY HARBOR. FLORIDA 34693 LLJLU PHONE (727) 726-1136 . ALSO MEETS YANOZONE-III E)POSURE C 20 PSF ROOF 10 PSF O.L. - • v\•. ....... ,......,_ -1.� -a, : : ti• • ��1Fl Cr•' y . APPROVED BY a T;i;+E_w:• Jan 20,200 N AiNc. STA. OF FEDERAL MAN6AC111RED HOME r. F.OP.l04•. f4��� CONSTRUCTION AND SAFETY STANDARDS TICE:+AP 16 AND DNA;M • r. D.M.T. oAtE 01-10-07 1ETTER TRAIBNG DILL ATT. TO HOST BEAM W. M �CRAIM W. A NAAAlACSJOC — AICFRDILM M INE DANG UME: SU—DI—DDOB RRFves M As6f t 0 MINOI INW 14 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT-OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT" AND CONNECT. THE "QUICK -DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. JACOBSEN HOMES NOTICE TIEAEwEam1B16RODRATOxSAIE umm OF; D.M.T. unit 3-22-95 •. W _ OWONAL PROPPEAID TARY. DODLENDAL NATDUAIS OF JACOB4N YAWFAs'MOP.O. DRAWG TIME: w BOx 368 RARRINS ARE �D M FReb1 NSAFETY PLUMB. CON. k GAS TEST HARBOR, FLORIDA 34695 MORDIF FOR �e ROM AND Ws7 Bi MFTOREODWALMSMUHIMOHM DRATANG NUYMM $U-11-000I 09-29- PHONE (727) 726-1138 6L 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 SPECDCATIONS ANO ORAYANGS ARE DRAWN BY: S.A. DATE 6-6-94 REV. LETTER: DRAWNG TITLE: =IF—� OMMAL PROPRIETARY, AND CONFIOENDAL Q ;❑❑ P.O. BOX 368 MATERIALS OF JACOSKN MANUFACTURING INC. SUCH MATERIALS ME PROVIDED TO WE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REGPIENT FOR MFIC PURPOSES AND MUST BE KEPT COODENTIk AND SECRET FROM OTHI 42 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I —BEAM HEADER BLOCKING PIER MAIN I —BEAM HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI—N7DE HOME IN SAME MANNER MAIN I —BEAM HEADER AXLE MAIN I —BEAM 11 (—BLOCKING PIER BLOCKING PIER II MAIN I —BEAM — _ — — MATE LINE — — — AXLE MAIN —BEAM BLOCKING PIER 1 j—BLOCKING PIER 1 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 MARRIA W ® JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 726-11 PHONE (727) 726-1136 NOTICE THESE SiOFICATOIS AND gUi1GS ARE OR(iOI. PFNEt@ImT, AND COFLDIIOL MATERALS OF JACGBSTN MAN FACTO RIG NC WON MATERAIS ARE PROYM TO THE WI ION fall GRIEM KOM AN MIST BE NEPT ONYNIM. M K= FROM GPM 18 D.M.T. 1 10-10-08, TEMP. BLOCKING x SU-01-0009 WIRE FROM TO GROUND #8 BARE CI P101fiffi AV MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE 0 OUTRIGGER). L 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. ND. 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: SPECIBCAlICN6 Am DCDNBIX ARE S.A. 6-6-94 —' CR141RI Arm RAG MUN ING DRAXiNG TITLE: *01:11-T] P.O. BOX 366 OF JA MS UFACo NAIER M OF JACCBSTE NAN DED M INC sua uATEDus ARE PRonoEo To THE TYPICAL ELECTRICAL GROUND SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-1130 RAPRIIT FOR $PECRC PL18fH5 AND M I K UT CCW'OENIIAL ARC SEDU RN O1HRS DRAWNG NUMBER: SU-09-0020 41 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE 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 111ESE�1�An SAMDRAMGSAM DRAIN6Y D.M.T. DAB 05-25-06 Laumm ' P.O. ORI 1 PROPI✓EM. AD W18OENML YATFRAS OF JACOBSEN YANIR'AC7UENG DRAWNG TITI£ ELECTRICAL CROSS —OVER INQ SUCH MAIUM AIa PRO%= TO SAFETY HARBOR, FLORIDARIRIDA 34695 PHONE (BM3) 726-1138 RRMW Rrl SIM PLUMES AND MM M 11PT cmfou nu Alm MET sm ORmS ( ) 09-29-0840 DRAWNG NUMBER SU_D9-DD1 D 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" VADE FLOOR 39" 62" 86" 110" 134• 157' 144" MADE FLOOR 33" 53" 73" 93" 113" 133' 160' WIDE FLOOR 30' 48" 66" 85" 103" 121" 184" HIDE 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 H1DTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4•TMP " 17" OR 8" 30' MAX x �,. T TYP Ty NOMINAL 16" X 16" SQUARE PRECAST T CONCRETE FOOTING 007 _ Vim- 16" MIN. EACH SIDE - 4 X 8 X B SOLD 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 `VANDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. • REF. CALLS. C Ld/AF - pjf at VS 02 \%\lnmunfug1 NOTES: EN V w DAPIA APPROVAL: 1. RM TO 07M DERAILS FOR ADDITIONAL PER FOOIER SIZES AND •;•Q� No, o •., ; APPROVED EY SPAtlNa 910334 •; 2 PIER �AGPS FROM EACH ENO0ON M2 THE AXIMUM �a� OF THE OF 1NE HOME AT EACH I -BEAN, AND YAXDNY SPAL7NG SIIOIhH N THE CHART HOME EACH I -BE SPACING A80VE •k : — OF 14 FOR FULL LENGTH OF HOLD �07. STATE 9p'•, INC. SEE OTHER DETAILS FOR PEN REQUIREMENTS AND MAMMUM OPDUNGS % / P.�.�4V ` • A • 'p. ' " `-' LMANUFACNREOMgyEp(yH$OjARDS AT MIAQNG LINE OF MULTIPLE WOE HOMES 4. SEE �. .N 0115FeDER �� lyyY OTHER DETAILS FOR TIE -DON REQLAREYENTS.IL JACOBSEN HOMES THEM STMICAHTME I ARE nN Br: M T DATE'2-8-99 , REV. LETTER P.O. BO% 368 \� LIAAPIAL, PROPRIETART. AD LWIOFTTITIAL MATEMALS OF JACCSMA UNMACRMC He 20 MATIPAS AM PROVM TO THE DRANIND 11TLL. 16" x 16" PIER SPACING D IVl SAFETY �ORm'�4696 1FPI f�fWL AIO mm mm 00PT6 DRAWING NUMBER, SU-01-0020 17 ALTERNATE MAIN BEAM PITJRS (r x r x rr x�tlLaj(odpsa Apr UDIS) 6 VM R EIR IE1Wr 1601AED) 4AW FR►UE a�Y� A6) C _D®� ; r�x�IC S %almr ®ma SINGLE STACK BLOCK PIER GEAI i No 45484 ,sue $5m Lm 4+cL �A��0 Eg t0 VIRFZ� AL 'E° �H�tREAU1 USED AW FAR A1� 1.110 4 Y sa (� Rim CAM Ilm RATED UAW (PEA) rYrON CCo� YaOOIs VEBWA DOUBLE STACK BLOCK PIER (sLE NOTE M a 12) r x or IT 1d NOLO* o0Nm 0= is Sm* xlRBplTk m oxo1 m � 6 TIE PEA r Y r 11C" CACE1E ROM AE 9* OfTff$ BE TOP EO THE BI Or THE PO NOT Ex® 1/t. FLOOR WIDTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPAORES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144 *ME FLOOR 2428 LBS. 3488 LBS 4M LBS 5608 LBS 160" *IDE FLOOR 2661 LDS 3BS8 LBS. 5014 LK 6191 LOS. 184' *DE FLOOR 2961 LBS. 4286 LBS, 5615 LBS 69R1 LDS PIER LOADS BOCIOAE WEIGHT OF PIER UP TO 250/ — AM DIFiEREIjtE WMEN PIER WEIGHT 15 GREATER. NOTEI LOT *D7HS INCLUDES A 6" OVEfdFATOO ON BOTH SIDES VA" RFf. CALM (CRECK PIER PAD LOAD CAPACITIES BASED DIN SOIL BEARNO PSF) D PSF D.L. "VIER FOR PER EPAOIF tEN 16' Y IC PER PAEIS IAEM IC Y tT APPROVED BY �, TER PADS EITHER TRAM Ol*RE E M 4LFST BE LOM AV COAFDUiItDD,TO DxQID OR BE EOAL 14 Ot PER CAPAaM Revised Z #0 U* PER PADS THEY MUST E.l�LSRO ! wmM TO ram OR ICU& 1(N, PEA CAPAOTX .7, 2008 3, STA1R�T 'I-DEAV PIER WAD* 2 r FTIyf Ek H END O/ BE AT EAa I-eEAll Alp UA�AW EP (INC.I V C 91A* _ —1•� N � OM AM FM F� � f „ ii LEDFMLeMYF/.CTIPfO HOME �R�N �EL�. cDnsEwcnon nnD sufrcsraiwnos ,t ANY PER RBORR AM 6Y IAIST E OMSIP AY A PE OR ATIOBTE" D. C�APS�(pAISST BEV* LENGTH AIp 01R AS THE PIERS O) �R THEY EST. 6.HPSp BE USED 10 FU ANY �THE4 I fit OR VEfth GIPS OR 4 NnF NaµNAD sam c iR HIM �IAr JACOWEN HOMED DEmSEOFRAAI_Mnda AM B" 0A " 2-8-99 '"ETM P.O. BOX 366 TIAB ALT. FAIN BEAD PIERS B SAFEPH I�i2>)ni266-°Fi B � it IIR c ETa S11-01-0021 (10-08-08) 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 'LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME — EXTEND 1 1/2" MINIMUM — 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS —OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 2 N0. 1 I N0. 1 NO. 6 Y00 2 NO. 2 0 1 NQ 1 0 1 NQ 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP NOTICE: DRAYN BY: DALE REV. LETTER: TACOBSEN HOMES iF0MPRPRIETAYAND 'o MNGSAd B.C.K. 03-30-12 a6a+Ai, maPParulr. Na wamDmAl DRAwxc TIRE D . 5141 P.O. BOX 368 "ATMAISaF JAOOBSI NAMITAC116R1GSET-UP/ELECTRICALUM SUM MTMU NR R OVIDED TO THE SAFETY PHONE HARBOR, 726-1138R695 � TAW N6 SEM FROW OMFs DRAwNG NUYBER: SU-09-0001 ie 39 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. ❑❑❑❑ hl__1Et1E1F_l JACOBSEN HOMES P.O. BOX FLORIDA SAFETY HARBOR, F726-il 34695 PHONE (727) 726-1138 NOTICE: THESE ORIGINAL PROCAITARONS , AN CONFIDEINGS ARE MTERIA PROPRIETARY, AND CONFIDENTIAL E MANUFACTURING THE MATERIALS OF MATERIALS INC.REC SIOL YATERALS ARE PRNWOEN TO BE KEPT CO FOR PALSPEDFICAN PS8NEE5 AND MUST BE KEPT CONFlONRAL AND ffOlEi iRNY O11IER1 °OM""°' S.A. """' 7-20-94 DRAWING TITLE: TIE —DOWN STRAPS DRAMNC NUMBER: SU-07-0002 .3a 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. ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPEOFICATIONSAND DRAWINGSME PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING vnnnn °,: B.E.M. vn,c. 2-11-99 ..•. ��,,.,.. DRAWWNG TITLE: MIN. HOME SET HEIGHT ❑,�❑ P.O. sox 368 INC SIGN MAIFRINS ARE PROMOED TO THE DRAWING NUMBER: SU-OI—OOZZ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B RECIPIENT FOR SPECUM 91APOS5 AND MUST BE KEPT CONFOEIITIAL IN FROM OEM io 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 q4 SEE NOTE p4 144" WOE FLOOR-- 33' 53- 73 1/2 93 1/2" 113 1/2" SEE NOTE b4 160" WIDE FLOOR-- 30' 48 1/2" 66 1/2" 85" 103" SEE NOTE q4 184" WOE FLOOR-- 26 1/2" 42 1/2- 58 1/2" 74 1/2" 90 1/2" 107' MIN. PIER CAPACITY 1778 L85 2667 LEIS LBS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86' 117 1/2" SEE NOTE q4 SEE NOTE R4 SEE NOTE p4 144" WIDE FLOOR-- 46" 73" 100" SEE NOTE b4 SEE NOTE #4 SEE NOTE g4 160" WIDE FLOOR-- 42" 66 1/2" 90 1/2 115" SEE NOTE p4 SEE NOTE q4 184" WIDE FLOOR-- 1 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 ENGINEER APPROVAL: NOTES: • ° AN ALTERNATE TO THE CONCRETE 'Q DAPIA APPROVAL: /SEE cot Lz9. �/�� I. PRE -FABRICATED PIER PADS MAY BE USED AS �.;C; /\�._ TY- (�, •�'�� FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL. •E. ;,.,. APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE THE MINIMUM �E MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET PIER CAPACITIES SHOWN ABOVE. ':'� '. STAI C OF 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED TO AS SPECIFIED INTHE JACOBSEN .". OCT 1 Y iffi ON P HONES INSTALLATION INSTRUCTIONS..' INC, 4. MAX PIER SPACNG 8' FOR UNITS WITH 8" I -BEANS / IO• FOR UNITS WITH 10" OR ;; •`�q .,,� - ' FEDERALMANUFAOTUBED HOME 12" I -BEAMS (24• MAX FROM ENDS). rommunioNANOSAFETYSTAYOAROS JACOBSEN HOMES ME9: VECNi1CAl10IIRAWNOS NOTICE: DRAWN BY: DATE: REV. LETTER. N5 AND ARE D.M.T. 09-22-01 ORIGNAL PROPRIETARY. AND CCPiIDENOAL DRAWING TITLE: MATERIALS ac JACORSEH MANUFACTURING PRE-FAB. 16' 8 P.O. BOX 368 INC SUEH MATERIALS ARE PROMDED TO ENE W _ 18 1/2' PIER PAD SPACING / SAFETY HARBOR. FLORIDA 34695 REEANT FOR SUM PUBOSES Ma "I BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT caeDENRAL MO SOMV MOU OlHRS SU-01-0023 MOBILE HOME SET—UP TIT D THERE ARE TWO TYPES OF VAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS PROTECT DESIGNED OR THE BOTH HURRICANE N (ZONE OF WIND U FOLLOW OUR RECOMMENDATIONS YOU WILL YOU IN TIENG DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE AT ANCHORING EQUIPMENT. PERCENT OVERLOAD (4.725 POUNDS TOTAL) WITHOUT E OF ANCHORING EQUIPMENT— (WEATHERIZATION)_ ANCHORING EOUIPMENT (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 ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. D I ACCORDANCE WITH THE FOLLOWNG: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. INCHES WIDERAPS AND 0.035LBE t INCHES IN THCKNESS. CERTIFIED BY A RE I FINISH B. GRADE I STEEL EGISTERED D 1 1/4 PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ANruQ Nf: NDE' OR THERE IS A TENDENCY TO DEFLECT AND NDENCY FOR THE TOP OF THE ANCHOR MOVE 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE, SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND END TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST, BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR ANCHOR L PLACEMENT BO LISTED MOBILE HOME ON THE LOT. F THE IF VERTICAL ANCHORS ARE DESIRED, FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY Nroo JUL 1 3 '094 ANC N�61IALiC ZnAlOEFAflIpm" IDE Y. SANOTT APPOLIENOT PRE71ENSOND 70 TIE—DOIWNSTALTERNATELYY ON OPPOSITE SSIDES,FTHE HOME EMAY LBEIDN STRAPS ON ONE PULLED OFF THE SUPPORTS. 37 w - 6-6-94 SU-07-0001. - 20 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" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEGFlCAICNS AND OWIWNCS ME DRAWN BY: S.A. D0.1E: 6-6-94 REV. LE ER: DRAWNG TITLE: SHUTTER INSTALLATION ffE]JMF-1 P.O. BOX 368 OMONAL, MURIETMY, AND IX IJENVAL MATERIALS OF JMOBSEN MANOFACTURING INC MW MAIDUALS ME PROWDED TD THE DRAWNG NUMBER: SU-05-0034 ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT RM SPEOFlC PIMPOSES MD MTBE KEPT CDN Tlk AND SUET FROM 004RS 36 oj 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" MADE FLOOR-- 63 1/2" 100 1/2" SEE NOTE g4 SEE NOTE #4 SEE,NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 54' 85' 116 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE p4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2' SEE NOTE p4 SEE NOTE g4 SEE NOTE p4 184" WIDE FLOOR-- 43" 68' 93" 117 1/2' SEE NOTE 84 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LEIS 6868 LBS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2' 101 1/2' SEE NOTE 84 SEE NOTE N4 SEE NOTE p4 SEE NOTE b4 144" WOE FLOOR.. 54 1/2' 86' 117 1/2' SEE NOTE q4 SEE NOTE ®4 SEE NOTE y4 160" WIDE FLOOR.- 49 1/2" 78 1/2" 107" SEE NOTE q4 SEE NOTE #4 SEE NOTE q4 184" WIDE FLOOR.. 43 1/2' 69' 94" 119' SEE NOTE g4 SEE NOTE B4 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 /0 4 1.rOTES:PRE-FABRICATED TO THE CONCRETE App r�n�, Of yR�FI(�KryG DAPIA APPROVAL; «(¢ Pp2) PIER PADS NAY BE USED AS AN ALTERNATE Pr`�PQ G�STEf�F' �4'f��y C�� TY FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL IVG THE PRE-FABRICATEPIER PADS ARE TO BEIANDALLED PER THE.,Q4y 2 , 910334 ='APPROVED •7 BY MANUFACTURERS NSTAL ATION INSTRUCTIONS MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. �" * 3 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN R Al,• �.�T� j ttt�s..�, HOMES INSTALLATION INSTRUCTIONS. FOR UNITS 'MIN 10' OR �1 •,• 44+ �•� �.C' 1HINC.. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' ., 0 • 12' I -BEAMS (24' MAX FROM ENDS). EDERAL MANUFAMREO HOME JACOBSEN HOMES NOTICE FF4I TNESEsECIICATNNSAND ORAmcsME BY: D.M.T. DATE: 09-22-01 REV. LEITER: , DRAWING PRE: 18' X 22' & 20' PIER PAD SPACING P.O. Box 368 D IDNA6 PRDPRETMY. AND CONFIDENTIAL MATOWAS OF ,NCOBSEN MAMMACWRYID INC SWJI MAIDDI ARE PRONGED TO MEPRE-FAB. — I DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REEFMMT M LICK PLIMS AND u1151 e< KEPT [OKTROIIMIANOLoom ERCMOCDEi 21 ,1 b C. 3 0 Ji 3 0 0 n a c •1 p x � 1,j u 3kxzl p lax a31131 A3a 5400—(0—O5 'a3BMN ONlMYaO 90HIOIIOa1I]=GIN WILIMU 01d31 39 lnn OW 5 00W 3JW 101 Il4k% a INL 0l 030NOtld by Sma3lvn moxluTvnxvN x3s9wx 3o smY3lvn b11143MM ONY'1VV13OId0ad •IVNdW 3aV99NdVa0ONYSNWv0N0363S3W BELL-9LL (CIO) 3NOHd 9699C V018013 •dOSVVH A133vS B9r xo8 'o'd SHNIOH NaSHOO`f `JNYJYdS OVd a31d ,xZ 8 SZ X Ll 19Yd-3ad :311U 0NNVH3 10-ZZ-60 71 1'11'0 : AB NMYaO3O110N 3t90H 03HR OVANVN lra303 •�� II `1 T 1�o,• %8 Q�n�ildd A1 J/'IYnNVN /9 J l` �y� � g s - YAOaddY VIdVO s 9)i �r�d d ••'oiy'� y ` '• : y} = m�a+ bFE0Y6 O �• '. "� A. � �'' • • a •.,. ?�..• • '1 'AO N3 '(SON3 NOW XYn .YZ) SNV39-1 .ZI aJ •01 HIM S11Nn a03 .01 / SNr3B-I •9 Him S11Nn AC13 .9 ONOW& a31d'xVN 'f 114011On81SNI NOLLVIIYISNI S310H N3580Otlf 3HL NI 030133dS Stl 01 0383HOV 38 01 38V S1N3N3lll1103a OH10 11V i 310BY WAOHS S30OVdVO Old MMPOn 3HI 133N ONV SNOLL3nn alSNI NOILYMIS10 SL%nl3Y3nNY 3H1 aid 0311VISNI 38 01 38Y SOVd Old 031VOISBV3-3ad 3HI 'Z dn-13S S3110H3580OVn N3H1 NI 031nus SONam 313831403 3H1 01 31YNa3na NY sY 035n 3e AYn saaa a31d B31Y3u1eY3-3ad 'I �� �O/i O/"gW�uf ;•pii0 TNO—TO—f1S HOdd ERS SHRId r1V3IdA,L 2IOd3 IWINIXVN S301S H10B NO 0NVHa3AO .9 V S30nl3NI •• HIM SHAM 1INn :31ON 'Sal 000'9t 'Sal 000'ZL 'Sol 000.01 'Sal 0009 Sal 0009 Sal 000t, A l3VdV3 831d'NIN vX 31ON 33S 0 31ON 33S aX 31ON 33S aX RON 33S .tol .99 --NOOl3 301M ,a91 YX 31ON 33S 0 31ON 33S 0 31ON 33S 4X 31ON 33S .Stl .,4L ••80013 301M .091 9X 31ON 33S 4X 31ON 33S 4X 31ON 33S 4X 31ON 33S 0 31ON 33S .19 ••80013 30YA Vtl 9X 310N 33S bX 31ON 33S 4X 31ON 33S bX 31ON 33S >X 31ON 33S Z/i S6 ••80013 30U1 SZL (dSd) 00W (dSd) 000£ (dSd) 009Z (JSd) 000Z I (dSd) OOSI (dSd) 0001 HIGIM (),113Vdd.3 ONI2JV38 BIOS) ONIOVdS .d3ld MVIIXdN KMA ONIOVdS 2Gd Nb'38—I N(1NIXdN NI' S 9G9 'NII^I *SONIO`ddS 2121100,3 TEd „-VZ X „tz 'Sal 9tS•01 "Sol C106 'Sal LISL 'Sal 6009 'Sal LOSt, 'Sal b00C kl1OVdVO a318 "NIN aX 31ON 33S bX 31ON 33S 0 310N 33S .ZOL ,SL ,Z/L Lb ••a00IJ 30VA ,>91 aX 31ON 33S 0 310N 33S rX 31ON 33S ,9L1 ,Sa .09 ••a0013 30VA .091 9X 31ON 33S 4X 31ON 33S 4X 31ON 33S 9X 310N 33S „Z/1 C6 ,Z/I 6S -•80013 3OW 111 4X 31ON 33S 4X RON 33S V9 31ON 33S bX 31ON 33S ,Z/L Oil ,Z/1 OL ••80013 30VA ,OZI (dSd) 00w (dSd) 000£ I (dSd) 009Z I (dSd) OOOZ (dSd) 00sL (dSd) 0001 H141M Gki13dddO ONUV18 310S) ONIOVdS 2I31d vinvmb'N KMi ONIOVdS 2I3Id Nb'38—I Nf1NIXdN NI' S B G Zt;�. 'MINI *S0NI3VdS 821100,4 HZId „91£ 93 X „9T E LT fr. D 34 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 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 #4 SEE NOTE p4 144" WIDE FLOOR-- 96 1/2- SEE NOTE y4 SEE NOTE g4 SEE NOTE B4 SEE NOTE 14 SEE NOTE y4 160" WIDE FLOOR-- 8741/2" SEE NOTE ®4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE #4 184' WIDE FLOOR.. 77" 119 1/2" SEE NOTE y4 SEE NOTE p4 SEE NOTE g4 SEE NOTE N4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SO.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH ". SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR** Sr H9' 12LYA" IVA" 120*` 120'A" 144 WDE FLOOR** 50' 76' 101 120'"t 120'"r 120'*" 166' WIDE FLOOR" 45' 69 1/2' 94' 116'x" 120'". 120'r" 104' WIDE FLOOR" 40' 61' 03, 104'". 120'•" 120'x" MIN. PIER CAPACITY 2597 LBS. 3096 LBS. 5794 LBS 6493 LEIS. 7792 LBS. 9090 LBS NOTE UNIT MOTHS WRH " INCLUDES A 6' OVERHANG ON BOTH SHOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PRR PAD (CORNERS MAY BE RdRJDED) 1wm PH RW E I. -FAY ORIENTATION OF BLACK PLACED ,SYMETRICALLY ON PIER PAD A LC.PG. C9eDo�0 o'os ,,eOeaN C-SU NOTES: 9 tl DAM APPROVAL 1. PRE-FABaOUOJOFD PIERS MAY BE USED AS AN ALIERNAIE 1O THE CET!; Bsm SPECIT9D IN THE JACI4N HOMER SET-UP MANUAL -p e � APPROVED BY 2. In PRE-FARECATED PIER PADS ARE TO BE WAUBL PER THE d siArr }'_ . r 'fie MMAFACIURER'9 INSTALLATION INSTRUCTONS AND MEET THE MNWY e0�.a. ^ ,� PIER CAPACITIES SHOIN ABOVE e®i t� • O �(i ;:'• ��a"e •`'• Dea 04,2009 N C. 1 All. OTHER AEOMIRFLBN75 ARE TO BE AOFm✓ED 70 AS SPEQFIED BL THE JACOBSFH <o s �? va lepB S/0NAI_��0`0� rxoexxnuwlncAuuo xox[ HOMES INUAUA71ON INSTRUCTIONS FF9FFARO4VORA000 . 4. MAX PIER SPACING S' FOR UNITS MITH 8' hBEAMS / 10' FOR UNITS WITH Ir OR 12' 1-BEANS (24' MIUL FROM ENDS -USE 1/2 THE MA% PIER SPACING IF THE PIER SPAONG 6.LESS THAN 48' Or JACOBSEN HOMES 1IFgE�>° MMCUM=AM DRAM BC M.T. DAD" 11-23-09 REMLEnER. DRAWNG TITLE 17 X 22' PIER SSPACINGP.O. BOX 368 WIGNAL FRIPRIETARY. Na 0WIMENIUL M OF A UATFAIALR ACOBSER NNFACTUIM I SAFETY HARBOR, FLINtIDa 3469s Wit 201 MAMM ARE PRMM m THE REIBOFCRIRMROM mmuiaa DRAWNGNUMIUM' PHONE (813) 726-1139 IMPF OOIROBRK AID S67tFROM OTIMIS00 SU-01-0027 24 c 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 , F� MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑JACOBSEN HOMES NOTICE: THERE ORAWNGSWIDE ARE unmmNT: S.A. unm: 6-6-94 nev. xnEx: ❑❑■❑ OPoDNAl, PROPRIETARY, AMI CONFIDENRAI L PROCA➢OARS, M DRAWING TIRE: ❑„❑ P.O. BOX 368 MATERIALS N JACCBSEN JMIJFA=RING INC. WO1 MATERIALS ARE PROMDED RC IXE EXT.SID.APPL. FOR SLIP UNIT — ❑❑❑❑ SAFETY HONER(727 FLORIDA-11384695 ( ) KEPT CDWOEI AJD ROM fwl nmK DRAMiNG NUMBER: SU-05-0031 33 J MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN MEW 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 LINES) 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 DETAIUNG 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 WALL 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. AOAND DRAWN BY: DATE REV LETTER,.JACOBSEN HOMES tHEg sPErnaTDNSAND IXtA11ITGs ARE O.A. 06-06-94 COGwAI, PROPRIEVRY, MD COTAOENBAL DRAWNG TITLE ;= P.O. BOX 368 MAIFIDALS OF MWBSDN MANUFACTURING INC. Ella MATOZIAS AM PRoVOOD TO THE EXTERIOR SIDING APPLICATION SAFETY HARBOR, FLORIDA 34695 RD3W FOR SWC 11JIPOSFS AND UM a DRAWNG NUMBER: PHONE (727) 726-1138 XO4 OONDWX AND SECRET FROI ORIAS SU-05-0030 (09-30-08) 32 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (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 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. N 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708IDS. 3428lbs. 41481bs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq._ in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in ip 2500 164 sq, in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in N MIN. PIER CAP. 2841 IDS. 3601 lbs. 4361 lbs. 5121 lbs. 5881 IDS. 6641 Ibs. LOAD SPANS D. w SOIL BEARING CAPACITY PSF 8N-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. m 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. to MIN. PIER CAP. 2975lbs 3775lbs 4575IDS 53751bs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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. °D 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. 33751tis 4295lbs 52151bs 6135lbs 70551bs 7975lbs WIND20NE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. NOTES: 'a'• emu' OI SEE DETAIL 'B' PAGE SU-01-0001 FOR BLOCONG AND ANCHORING OF MARRIAGE WALL PTIIII OPENIGS WIDER THAN N ENa�fa(iQ Pf�V..... DAPU APPROVALSEE(DFOR AND Q4 UNDER TABLE I. PAGE SU-01—ot1�0. (1)NNSLTE- OO OO ALL UNIT WIDTHS, USE 177 p%a PIER FOOTER UNDER SDEWALL OPENINGS. THAT `, (yQ;.•'GYSTEq''•.�! F� APPROVED BY ARE 49 INCHES TO 96 INCHES NDE FOR OPENNGS THAT ARE 96 waES 10 144 _ INCHES. USE 242 f9ia PIER FOOTER UNDER 5ENI DEWALL OPNGS Q� Np• 't IL (M1000 PSF SOIL BEARING REO'D) = 910334 Q FOR PROPER LOAD SPANS SEE SU-03-000I. (TOAD SPANS ARE CEARSPANS: PIER INPINC. SPECIFICATIONS MOW ASSI NE CEARSPAN OCCURS ON ONE SIDE OF PIER ONLY — IF CEARSPAN OCCURS ON '�'•. TATE OF ' � � 801H SIDES, ADO VALUES LISTED ABOVE FOR EACH CLFARSPAN). O CHECK MTN LOCAL NRISNCTION W ` TO DETERMNE THE SOIL VALUE ON YOUR 9TE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETSIMNE THE VALUE. �0�• //VD ���� �T lM,MU� ) HOME i, 4pwGm21fcP MAR 0 1 1999 JACOBSEN HOMES P.O. BOX 36B TNEsEsPEMCA70XSNOTICE NmpUnNR A ORIMAI. PROFWARY. AND CONFIDENTIAL MATERULLS OF JACOBSEN MAMIFACWMINB B.E.M. DATE' 2-6-99 DRAWING TIII-L PIER FOOTER SIZING CHART �' LEM A OFF�O tc 9Ia HATD6NS ARE PROVIDED TO THE FOR MARR. WALL OPENINGS SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 FOR SPECK PURPOSES ATD WST AE REPT DOWIDDnML M AMO SUM F OHM DRAWING NUMBER: SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM ( ( PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 15GO 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 5608y) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM 01 OS PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014j) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 084 AND 10'-C" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191(1) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (a PIER SPACING SOIL BEARING PSF CAPACITY (1) © REQUIRED PIER FOOTER AREA, SQ. IN. 4Q 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615$) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941/) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: I .l L]. ( ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. ENO �oV/$r)� �i� DAPIA APPROVAL• 0 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL 03 ALL FOOTERS TO BE BELOW FROST LINE. `N� PQyGSTEfjwF<< � \ APPROVED BY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM R $ N0. '•., y SQUARE INCHES REQUIRED. 910334 - QS ALL UNIT VADTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. '. INC. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON 9'•. TAT OP;'�`� FEDERAL MANUFACTURE HOME YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR •,//V A CONSTRUCTION AND SAFETYSTANOMDS SOIL TO DETERMINE THE VALUE. MAR 0 1 INg JACOBSEN HOMES NOTFCE: AKIAIF THESE AND DRAWINGS ARE R a M.T. DAM' 2-8-99 REV. LETTER L FROPAIION6 MIDE CRKONA PQIF 4tOO AND DOFi10ENDAL of 1C0�" "uWEED ORAWWC IIIlF: PIER FOOTER SPECS CHART n A P.O. BOX 36e W_ RICH TO THE oKG SUOI MATERIALS ARE PROM TO 1NE SAFETY HARBOR, FLORIDA726-11 31695 ND RECNWf TOR 3NC PRAPD¢5 AND MIST R gUWJ1O NUMBER PHONE (727) 726-1138 IFPf LOROWRRLL AND 3[CRET fROM ODE16 $U-01-0040 26 EXTERIOR FINISH CLOSE—UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME. BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. -7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTTCE: THESE SPEtlFlC NOT AND ORAWNGS ARE DRAWN BY: S.A. GATE 12-22-94 REV. LETTER DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ORIGNAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS M JACOBSEN MANUFACIIIPoNC ❑,r❑ P.O. FLORIDAwO 34695 Sua MATERIALS ARE PROVIDED ipp NE DRAWNC NUMBER: $U-05-0020 ❑❑❑❑ SAFETY HARBOR, ORI R. PHONE (727) 726-113B WORMT FA SPDiIC RMSES A10,M6T fiE KEPT CWFUENTAL AND PORT M'DTHER . 31 SHINGLE INSTALLATION T fsnza m = II 1+rm rows � II r r. — � �0�- n ' v> n SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1' X 3/4- X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. . 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4' X iB GA STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPUED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4' X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8- STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES olp❑❑❑❑ P.O. SAFETY 7901 4M BOXSi. NOR 6AFEtt HARBOR. FLA. 74695 PNONE IM31 726-113B SHINGLE INSTALLATION © 6-6-94 MOBILE HOME SET-UP DIM. 'A' COLUMN #1 `COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: 1NESE SPEGOCAIIDNS AND DRAMND6 ARE S.A. 6-6-94 ❑❑■❑ POfJA BS AND CONFID11FACENRAL ALB OF JACOBSR! MATERIALS DRAWNG TITLE' COLUMN SUPPORT SPANS ❑'.❑ P.O. BOX 36B 7D THE INC. 6Ud1 M ROVIDO) MRTHE NILE ARE PR ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1178. XDIIS NO KEPT CD1 FOR TILL M) SUREF3 AND MN518F IfF➢i dNfIDENRAL ANO SEOIET R20Y ORQAS DRAYANG NUMBER: SU-03-000j 30 27 SET UP NOTES (CLOSE UP) YOUR NON■ 13 EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4' WADE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWANG DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16- X 1' x 16 GA. STAPLES (OR EQUIVALENT)`6' O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. — JACOBSEN HOMES NOTICE mmE �Am Aymm Am W42M• OF PRWWARY. W LnNnE IM EU79 MS ,M nM MANPAGILM . wOn O10 M.T. 12-22-84 „�•. •",,•• A H DRAMDIG °u SET UP NOTES P.O. BOX 368 M S M MATMM.R AGE FRUM 10 THE DRANNG NUMBERIm SU-05-0001 SAFETY HARBOR, FLORIDA 34695 MEOW M V= MPM MO MT ff SW FIRM GTIM otlz-Ge PHONE (727) 726-1138 TER GMf M X NO LO EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING ' (INSTALL RIDGE SHINLGES PER ♦♦ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ I ♦I I I♦ , i I I - COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WOES 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: TNE9: sPEan NOT CE: DRAWMGG ARE S.A. 6-6-94 ❑❑M❑ ORGRAL PROPMETART, AND LWIOEIIMAL DRAING TITLE: ❑��❑ P.O. BOX 368 MATFRIMS OF JAO N MANGFX URNG INo WM "IEFw ARE PRONE) m THE EXTERIOR ROOFING CLOSE—UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REORDIT FOR9M MAPMS Mm M K AM POET RNN WMIS DRAWING NUMBER: SU-05-0010 PHONE (727) 726-1138 , MT CORDMTW