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HomeMy WebLinkAboutSet-Up Manualmrrm"M 0: 0 SET-UP MANUAL JA;OBSEN HOMES 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-01/10 MANUFACTURED HOME SET-UP .SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS •A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8' IS MAXIMUMACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECOICARONS AND DRAVMGS ARE DRAWN BY: O.A. OATS 11-21-06 REV. LETTER: DRAWING TITLE: MANUFACTURED HOME SET-UP ❑❑■❑ ORIGNIAL. PROPRIETARY, AND WhIRO [HAIL MATERIALS OF .NCOBSEN MANUFACTURING D ❑„❑ P.O. BOX 368 WC. SUCH MAIM" PROVIDED TO THE u DRAWING NUMBER: S()-01-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECFW FOR S E= PM8S4S AID MOST BE KEPT CaOMW AND SECRET FROM CRIERS. (10-08-08) AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) / WC15 SHALL BE MADE PER OTTER DETAILS oPL---J o0 I CEILING BOARD I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) l 4 SUPPUED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE DRAWN BT: DATE: REV. LEITElt JACOBSEN HOMES THESESPECVICATI011SMODRAWINGS ARE C.L.Y. 3-21-95 ORICIKq. PROPRETARY, AND CONf10FNIV1 DRAWAC R P.O. BOX 368 YATEAIMS OF JACOBSEN MANUFACTURING�R HANDLER CROSS -OVER WC 91W MATERIILS ARE PROMOTE TO THE SAFETY HARBOR, FLORIDA 34695 REQRTT Tat SPKCFIC gRiY&S kO WM BE PHONE (813) 726-1138 OPT Ca(Dp W NO SEav TROM DDERa IDRAWING MIMBFIt SU—AC-01 DO 50 BOTTOM BOARD P—TRAP ACCESS PANELS r------ I I I I I I I HOLE I I � I I I I I L— — — — — - - 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 UNE 620 n��-j JACOBSEN HOMES N01YCE: TNESE sPEaRGAna6s Atm oRAMwcs ARE p6GNAL. PROPRIETARY, AND WNRDENTIAL URAEAN MT: D.M.T. DAIS 10-31-01 NLV. LLI ILN: DRAWING TITLE u,:❑ P.O. BOX 368 MATERIALS OF JAGOBSEN MANUFAMRING wO. sus MATERIALS ARE movmm m THE BOTTOM BOARD P-TRAP ACCESS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34895 PHONE (727) 726-1138 Rd3IR7R FOR SPECIFIC RA60g5 AEm I"ST WE nx AND smu DRAW,NG NUMBER: (10-08-08) IBM CQ6m FROM OHM SU-15-0010 49 NAB! FRAIE DETAIIS "A' AND "B" PIER CAPPED VBBI SOLID CDRC EME EL= (a 4' THoo IF X T X 16' MUD WSONRY B.00NS�� IWB1 OPBI CELLS =CAL SE TARE I FOR PER RXIIER 9DNG AID SPACING SPECIEICATXINS (PACE 11) (SEE SU-M FOR 16 X 16 PBECLST PER PAD SPAIRMIP,) /T SEE IfmE l4� ROM ALL ORGAMC IAIEIK RID PLACE PAD ON SM SOIL BELOW FROST LN✓F FIR LOCAL CCDE EDIR OORTS 111-DOB1 STRAPS ATTADDD- 7D WE BEAN COU NES ON E701 SECTION 10 BE MOM TO A DOUBT ffM ARCHOI? SE NOTE #4- DOUBLE WADED DETAIL 'A' SEE NOTE /3 ME ND1E R� DETAIL 'B'VNIDB col 91MM SO L BEAR NOTES: 1. 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A ' LICENSED ARCHITECT OR ENGINEER) 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 F0070 SIZE PREVENTS A SINGLE STACKED _NB NOTE 12 PIER FROM MEETING THIS USE (06IE1= VANS mm NAIL A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) ALOWABf SOIL BEMO 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. ALL FOOTING CONCRETE TO HAVE (4i ND1E jl1)� COMPRESSIVE STRENGTH. (Tel - 3000 PSI (MIN.) PER CAPPED VADI SOLD 7. PLACE 6 MIL POLY ON GROUND PRIOR C010EIE DODO (MN, { Tom TO POURING FOOTING CONCRETE (ALL SEAMS TO OVERLAP 12' MIN.) or X 6' X 16' COOED NASO10 B. PIERS SUPPORTING THE ]-BEAMS mm DIH Rill CELLS Yrsm TO BE WITHIN 24' OF BOTH ENDS (SEE NOTE 11 FOR VAX PIER WFIS - AND NO MORE THAN 10' O.C. AND OEEAE ABOVE) 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIREC71ON ALONG THE SE TARE FOR PER I -BEAMS TO ALLOW FOR PLUMBING. FOOWR SM AND ELECTRICAL. ETC. WAGING SPEISYT05 10. FOOTING CONSTRUCTION MUST (PACE 10) COMPLY WITH LOCAL BUILDING CODES ROM ALL ORGANIC MATFRAL 11. WOOD SHIMS WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN AND PLACE PAD ON STABLE SIR BOX FROM PER IOCAI. OPPOSITE DIRECTIONS AND FITTED NBAI�BS TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN „ 1' IN THICKNESS. m APPROVED BY 184 a g Revised Dec 3.7,2008 INC. OF *X mexTRurnon An�C s�ueiv siaxmnos JACOBSEN HOMES TNSP54L?GYWA6AlD�IR1e #a — .. D.A. ——09-07-93 — —^ 1 AND cwwo ` °P°1m 7m. DETAILS 'A' & 'B' i1 WTQLALS CIF JACMSE I MAIAIAMOM P.O. BOX 368 AC SM MAIMMS AM ROM 76 THE - SAFETY HARBOR FLOM 34695 �RRESI1fO1CII�a#S II�IE 12-15-OB PHaNE(727) 726-1178 Wr CMFM' LAND 9W RICK 601131L SU-01-0001.1 ( ) 2 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 WOES SET HEAVY SECTION FIRST. CKING SEQUENC 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0'.. 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTUNG THAT MAY OCCUR. ❑ �❑❑ ❑❑ ❑,I❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX SAFETY HARBOR, FLORIDAI 34695 PHONE (727) 726-1138 NOTICE: THESE SPEGRanas AND oRAwxcs AM ORIGINAL PROPRIETARY, AND CgP10DTRAl MATERIALS OF JACGBffN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDE) TO THE REDPPIN FOR SPECFIC RAVE AND MUST BE KEPT CONFIDFNRAL AND SDOET FROM OTHERS DRA15N BY: O.A. DATE: 06-06-94 REV LETTER: (09-30-08) DRAWING TITLE: MOBILE HOME SET-UP 2 DRAWNG NUMBER: SU-01-0002 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: NESESPEGOCATIONSAND DRAMNCSME DRAVN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑.❑ ❑,�❑ ❑❑❑❑ P.D. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 ORIGNAL PRDPRIETA¢Y, AND MIDMIK MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERAfS ARE PROMOM TO ME REONENT FOR STIECFTC PURPOSES AND MAST BE KEPT CDIPICENTI& AND SECRET FROM DINERS DRAWNC TITLE: DOWN DRAFT RANGE VENTING DRAVANC NUMBER: $D-15-0002 3 48 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 �-PRESSURE AND TEMPERATURE !Y/ RELIEF LINE II I II II II II I II TYP FLOOR SYSTEM II I In� II I I II TO BE SUPPORTED 4'-O' O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED TYP. I -BEAM AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: ESE THSPEFJRGATIONSAMDRAWNOSAn DRAWN BY: M.T. DATE 03-08-07 REV LETIEN: ElEIND ❑„❑ P.O. BOX ORIGINAL PROPRIETARY. AND CONRDENRAL MATFRIALS OF JACOBSEN MANUFACTURING INC SUCH MATIS ARE PROVOED TO THE DMFECIOT DRAWWNG TITLE: W/H PAN DRAIN ❑❑❑❑ SAFELY HARBOR. FLORIDAI 34695 RR EFECRIC PURM AM MOST a DRAWING NUMBER PHONE (727) 726-1138 WEPT ERfoOIDAL AND SMV FROM 01HERS SU-15-0003 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) ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DALE: REV. ETTER: THESE SPECIFlGAlILNS AND oRAYJNGG ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL PROPRIETARY, AND CONFlOENRAL oBAWNG nnE: DOUBLE WIDE BLOCKING ❑,.❑ P.O. BOX 368 MATERIALS OF JACOBSFN MANUFACIDRING INC. SUCH MATERIALS ARE PRDNDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFlC PmwosE5 AND NRT BE DRAWNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENnAL AND SECRET FROM OTHERS SU-01-0003 4 Z 1 5 5 3 f-SEE NOTE #2 NOTE #1 4 2 1 5 5 3 SEE NOTE #2 I �— SEE NOTE #4 NOTE #1 47 4 SEE NOTE #7 SEE NOTE #6 NOTE #5 SEE NOTE 3 SEE NOTE #2 I r SEE NOTE #4- NOTE #5 NOTE #1 NOTES 3 4 2 1 NOTE TE#6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING 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. NOTE #7 (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR- PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECFlC NO CANDE: DRAYANCS ARE �M1��, S.A. 6-6-94 ttA.. ❑❑ME] ORIGINAL PROPRIETARY, AND CDNFlBENPAL DRAWING TITLE: ❑��❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO TIE TRIPLE WIDE BLOCKING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPRNT FM SPECIFIC PUWDSES AND MILST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPI CONDORIT0. AND SECRET FROM OTHERS SU-01-0004 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. NSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑❑■❑ rl„❑P.O. JACOBSEN HOMES BOX 36B NOTICE: THESE SPECIBCATpNS AND pRAWNGS ARE ORIONk PROPRIETARY, AND CONBDENTAL MATERIALS OF MANUFACTURING unnrvn m: R.R. uA ¢: 01-21-00 rcty. Lu ¢rc DRAWING TITLE: IJ ING SUCH MAlERl0.5 ARE PROVIDED i0 THE RIA_S E ELECT. CLOTHES DRYER VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B REOPIENT FOR SPEO80 PURPOSES AND MI15T BE KEPT CONFlOENIUL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 46 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 FROM END OF DUCT EXPOSING CORE. A) FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. (FOR LOW ��!!''''!!//JJ//A���� �jlV/7 B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE NOT TO EXCEED a 1 1/2 INCHES. C) 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 Fitting or Coupling A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP-* AROUND DUCT AT A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET (FOR LOW TO Band Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 N. 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 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED p 1 1/2 INCHES. C) APPLY DUCT TAPE. AROUND CORE AND 10 I.N. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING EACH. D) PLACE CLAMP-- AROUND TAPE AND PLASTIC CLAMPS.. CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET *14 AND 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 #C520, POLYKEN #222, OR NASHUA #357. •• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEORCARONSAND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: MOBILE HOME SET-UP DUCTWORK ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINA4 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACNRINC INC. SUCH MATERIALS ARE PRONDED TO ME REOPRNT FOR SPEORC PURPOSES AND MUST BE KEPT COA'RDENBAL AND SECRET FROM ONERS. DRAWING NUMBER: SO-13-0010 ADDITIONAL PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCONG REQUIRED IN THIS MANUAL) TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL HOST ®SAY NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL UNDER EACH SIDE OF ALL EXIEMORR DOORS LOCATED ON SDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END AND BETWEEN EACH OPENING 51 RECESSED AREAS REWIRE PIERS SPACED 64' O.C. WAX. (18' OR LESS IN DEPTH) EACH END OF RECESSED AREAS RECESSED AREAS W/SDE BAY REWIRE PIERS SPACED 64' O.G MAX. THIS ALSO APPLES TO ALL ENDWALL BAY WNDOWS UNLESS SUPPORTED BY A FRAME MEMBER t GARDEN TUB AT SDEWALL OR MARRIAGE WALL CABINETS ALONG SDEWALL OR MARRIAGE WALL (APPLES TO BATH CABINETS 80' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/27 WINDOWS) SPECIAL BLOCKING NOTE FOR 15-4" (184") WIDE FLOOR SECTIONS PERIMETER BLOCKING IS REWIRED (MARRIAGE AND SIDEWALLS) 64' ON CENTER MAX SPADING NOTE LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERWEIER BLOCKS NOTES 1. ADDIRONAL BLOCKING REWIRED AS INDICATED ABOVE (USE IV X 167 PIER PADS). 2 LOCATE BLOCKING UNDER PERINM JOIST OR WIN N 8' OF END OF 16' O.C. JOISTS 3. COLUMN PUBS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL-ROGHT MATING WAILS. 4. PERIMETER BLQXPNG IS REWIRED UNDER TILE FLOORS (MANAGE k SDEWALLS) 64' D.C. MAX. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED NTH THE LONG DIMENSION PARAL EL TO THE POWER RAIL 6. WHEN PERIMETER BLOCKING IS REQARED ANY MATIG UNE OPEN SPAN GREATER THAN 10', MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 16-4' WDE� SE SPECIAL NOTE AHE]k JACOBSEN HOMES P.O. BOX 368 SAFETY PHONE 3) 726ID138�95 NOTICE TIEff SPECi1GTNW5 Alm mAnxs A71E OR(a1AI. PROPRIETARY, AND COMmENTIAL MAIEIDAIS OF JACOBSEN MANUFACTURING M � M'TFRNS .WE PRONED TO INE SPEORc KEPT NFEENRAL uo WEF O D�6Excff DF: O.A. Mw= 4-12-00 R.. (00-30-08 ) DRAWNG TITLE: ADDITIONAL BLOCKING DRAWNG NUMBER: SU-01-0005 45- (APPLICABLE TD ALL IMPERIAL AND gtmo COTTAGES WTH 18C FLOOR ODTHS-SEE FL-DI-000U) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN, I1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDE*ALLS/MATELME WALL 48"/24" 64"/40 64"/48 MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# f�. 1.3 (j��G'So No 454�- Rlpp' D C+L- 89.01 - 89.03 ALL WINDZONES ALL EXPOSURES 20 PSF ROOF APPROVED BY May 0 r7 , 2009 FEDIN714INEW Dal. . DONSTFUCTION AND Wm STAIID l 14 r...mT ,.... ...,....,..,. mJAdOB9EN HOMES �EacATda BRA Ad T, 03-02-09 O a wroRCTARKAIt iLl DRA G RTLH _ TER iLWBSRN YAIW N P.OBOX 368 ya,�,"KD'ryTp � ADO. PER, BLOCKING REOUIREVENls SAFETY HARBOR, FLORIDA 34695 RfR I Fpt R16D9:5 A H DR G ERI PHONE (727) 726-1136 . I¢%D�yDEyn�°�AlpSOM'jlolmSU-01-0005,1 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANSTHEREGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP - TYPICAL SUPPLY DROP TYPICAL — SUPPLY DROP REDUCER 'Y C--) R17IRc UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR —ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME AIR FLOW ❑❑❑❑ JACOBSEN HOMES NOD TIIESc SPECIFICATIONS AND ORAMN4S ARE DNNNND,: O.A. 06-06-94 ❑❑I.❑ ORONA, PROPRETARY, AND CONTIDOIIIAL MATERIALS JACOBSENMANUF DRAWING TITLE DOUBLE WDE A.C. CONNECTIONS ❑,F❑ P.O. BOX 368 AT R&ARE D ROMECNRNO MA 9101 YOF ARE D 10DIE ❑❑❑❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 R9' 83109 FOR M HlsosMusa BE AM MBE IOPT CNMD1IELL AM SWU FROM GUM DRAWING NUMBER: SU-13-0001 (09-30-08) W MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS �3® 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 90• ELL MAY BE USED IN ANY ORIENTATION FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT 0 = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. 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. ❑❑❑-1 JACOBSEN HOMES NOTICE: THESE SPECIDCAIIONSAND DRAWINGS ME DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SET-UP KIT. PL. FITTINGS ❑❑■❑ ORIGINAL, PROPRIETARY, AND COI MATERIALS OF JACOBSEN MANUFACTURING ❑"❑ P.D. BOX 368 INC. SUCH MATERIALS ARE PROMDED TO THE DRAWING NUMBER: SU-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPRNT FOR SPECK PURPOSES AND MUST BE :CPT CONROENTIAL AND SECRET FROM OTHERS 4"1 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST'BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC, GUSTS)' EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES NDS01 REF. PG. 07-0050, 07-0051 ALSO MEETS 1NNDZONE.N EXPOSURE C 20 PSF ROOF 10 PSF D.L. NOTES" .. ;p"ti"L"".'��A'i -+1f oArMA APPROVAU .. �� �� `f�i APPROVED BY 1. NOSY BEAM WSTALLAINW 6 FOR ON -SITE SIRUCNRE ATTACFW(11L- � � !1•; •cSTE1C' ''• ;� • + 20' FIDE MAX 00 ZONE 2 OR 12•SEPH DIP. B SITES 16' WIDE MAX FWD ZONE 3 OR 14WH EXP. 8 SITES ON 2 YIN. BRACKET TOAD CAPACITY FOR VERTICAL TIE -DOWNS 6 Jan 20,200 24501 FWD ZONE 2, 29601 FIND ZONE 3 ', / / Z INC. 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. % STA.r OF D. ` CONsmernaN AND SSAAFEr STANDARDS 4. 48' O.C. PER0.1EiER BIOCKQIG REOII(ED ON HOST BEAM SIDE OF HOUSE I•r.....•"•_��a jo JACOBSEN HOMES I BfY9E7XJlO X1AN16F A aC3M.. D.M.T. W ` 01-10-07 Il DR mW NGWffWf Aq OOSIDdw1 DRAINING TIM w"Udl OT JACOBSEN 5~11cwx P.O. R. sea AIM �„IAm,ALS � moANm M x A1T. TO HOST BEAM PrcNDNE (80R,1 FLORIDA I[O�MT 70319c III M � DRAWING NUMBER: Sx1-01—ODOR BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER MAIN I -BEAM BLOCKING PIER \ b MAIN I -BEAM /HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM — — — — MATE LINE — AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA 15'-4" (1.84'1 WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE W LL ❑❑❑❑ JACOBSEN HOMES NOTICE nsssPEanrAna+smDDuvmGsAn GRAXN BY: D.M.T. DAIS 10-10-08 REV, 1E71FR: EIDER„❑ P.O. BOX 36e MA rA A AA G ma SUCH MA1EM ARE PROYM TO THE DRAWING 7171E: TEMP. BLOCKING ❑❑❑ SAFETY HARBOR, FLORIDA 34695 FiCFW FOR SPEOM RAtP0EL5 R0 Muir BE DRAMING NUMBER: PHONE (727) 726-1138 IDPT NMIBDIIVL MD SEOU FROM OMM SU-01-0009 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE $2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑ x AM ORAMN BY: JACOBSEN HOMES DALE REV. fETIEN: n¢sE sPEarlanoNs xD UMNGS ARE D.M.T. 09-29—OS aNNAL. PRMM7ARK AND CVNFIDQ im DRAWNG TIIlE P.O. BOX 368 ❑�,❑ MATERIALS OF JACOBSDI MINUFAC11AtG7G — we sum MATERIALS ua PRDwm TD 7HE PLUMBING TEST -V� SAFETY HARBOR. FLORIDA 34695 RXPW im SPEND FUU-00 AIO LM BE DRAMING NUMBER: EE PHONE (727) 726-1138 IRW mtuMMK NO BEAST RKM ORERS SU-11-0002 40 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 THESE SPEWCATONSIAND DRANINGSARE uRnm 01 D.M.T. unit: 3 22 95 R�..m.: 366 OPoONAL, WHERRY. AND CONRDENPAL MATERIALS OF aCOBSEN MANUFACTURING DRABING TILE , \ ❑„❑ P.O. BOX WG SUCH MATERA S ARE FRONDED THE TD PLUMB. CON. & GAS TEST /H\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 IELPDAT FOR S l= RaeosES AND MUST HE KM C"NRAL AND SECRET FROM OHM DRABING NUMBER: SU-11-0001 (09-29-08) 39 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62' 86" 110" 134" 157' 144" WIDE FLOOR 33" 53" 73" 93' 113' 133" 160' VADE FLOOR 30" 48" 66" 85' 103' 121" 184' WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE �7w REQUIREMENTS 4'TYP OR a" x x T TYP 3MAX (T (TYP) 2 NOMINAL 16" X 16" SQUARE PRECAST r CONCRETE FOOTING EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. O, W A- V111111I IIIII/l//// NOTES: EN 4C "I DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND ; Ql! Np, O'•.• i APPROVED BY sPAaNcs' 910334 S •: 2 START I -BEAM PIER SPACING 1/2 THEALLOWABLE SPACING FROM EACH END yea OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME * - OF r a INPINC. -O % STATE 3. SEE OTHER DETAILS FOR PIERREQUIREMENTS AND MAXAUM OPENINGS % 9�'.P:�` FEDERALMANUFACTURED HOME AT HATING LINE OF MULTIPLE WOE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. .•' �A�SS • WNST MQPIZMVVQ,SpEEfY,$IA�AROS //��j�(( VV 11 1IyyJJYY / ?�r% JACOBSEN HOMES N 1C TRE4 ff IIAL AWN BY: M.T. DAIS 2-8-99 REV. LE ER m P.O. BOX 368 PROPWTAR . AND WAMUCRIDNAL, OF AA TART, AN0 NUFACEIInAL IXIC uA.TS UH AT RIA S ME PROVIDE nTO THE INC.REO saw MATERIALS Ale PROVIDED THE p1AVWC TITLE: 16" z 16" PIER SPACING SAFETY HARBOR, FLORIDA726-11 34695 PHONE (727) 726-1138 Rani IU19'EUK P1190ES AND uusi U IFPL DaRRoOalu Axo SEoaT maM mws DRAWING NUMBER: SU-01-0020 13 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 RON6 AND DRAMNCS ARE 1HESE SPECIFICATIONS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑DRICNAL PROPRIETARY, AND CONFIDENTIAL ❑\,❑ P.D. MATERIALS OF JACOBSEN MANUFACIDRING SUCH MATERIALS ARE PRONDED TO THE LIGHT FIXTURE INSTALLATION CRAVING NUMBER: SU-09—GQSG ❑❑❑❑ R. FLORIDAINC. SAFETY HARBOR, ORI34695 PHONE (727) 726-113B REOPIOIT FOR SPEOFIO PURPOSES AND MUST BE KEPT CONRDENMAL 00 SECRET ROM O1HDtS 38 MOBILE HOME SET—UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE 0 OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER' L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. JACOBSEN HOMES NOTICE: iHESE SPECIFICATIONS AND ORA4NNC5 ARE ORIGINAL, PROPRIETARY, AND COMMENT& DRAWN BY: S.A. DATE: 6-6-94 REY. LETTER: DRAWING TITLE: 4_1[1019:1 P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING wG SUCH MATERIALS ME FRONDED TO%NE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: n SU-09-0020 SAFETY HARBOR, FIORIDA 34695 PHONE (727) 726-1138 AEOPRNT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS (01 45484 ALTERNATE MAIN BEAM PIERM (9' x TT• x � f2ApElE aDOISI llp 4�r�W � (Rout 1ap96p) FIR Con IlH 'r noIIEJIED �2 (sm ) Y 1r Y 15M fTLIED V I *w m of cols j'FRRCi1l In ckwm �t mill alE- Tt MUTED U R1I (SEE �) g Y ar Y IBM mo M">�r am #111 GPEN MLS % 01CAl SINGLE STACK BLOCK PIER VRP $ten DOUBLE STACK BLOCK PIER (SEE kOTE n A V) Y OF Y 1d HOLLO CONCRETE BLOOI IS 91* Iv�gp1�Tk C mis 11E top To ME ow TIE AGE MOT MEEDD 1/i! IT Ii x fir 010 CCMCEE ILODIS AE SH* 040 oPmEs ME: TOP TD ME Brim ffTHE Pa W MOT MEED I/% FLOOR WIDTH MAX. AXI U I-BEAMPIER SPACING (CONTROLLED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 2428 fBS 3488 L8S 45T8 LBS 56081BS. 160" *mE FLOOR 2661 LOS 38381B5. 5014 Lam, 6f9f LBS 18C *DE FLOOR 2961 EBS 4283 LOS. 5615 Lft 6941 LBS PIER LOADS INCLUDE *MT OF PIER UP TO 250/ - ADD DIFFEREI(CE %HEN PIER WMT IS GREATER 10 PSF 0.L NOTEI UNIT *DTHS 14CLUDES A 5. OVEMOJ40 ON BOTHSIDES VA" REF CkM (CHECK PER PAD LOAD CAPACITIES BASED ON SOIL BEARNG PSF) L $4�E SO-OI-GOID FOR PAR SPAON6 EN ICY 16' PAA PAO$ (U9MG Il; Y 1d APPROVEDBY Ek dl POS OR ERTHCAPACITY. DOT BE LISTED Alp CFRt0E0 TO FxQID OR BE 04 Revised 2," U94 PLR PADS THEY UST BE LISTED ! CERWID TO DUO OR EOuk'1 04 M CAPACIM (NC. 17, 2008 3, START I-E PIER SPACIO 2e FRO)% EACH Of E TIE R AT EAW I -SW Alp VIJA51!,I IN (N C. SPA* �( TIE CHART AMFOR FUL IEMCTx a EHERA WUFACNRED HOME COMSIWICfIOH M9 LiEtt SiMWPDS 4. ANY PIER HWTTS AWK 6Y IAMT E OE96p BY A PL OR AROOTECE 1L CAPS MIST E SO LO(GTH ATp #DTH AS THE PRIG 01 #GCK BEY RIM. 6, RELDdpOD PLIES kO �ncAL 2 OR 4 IlP NOS k SOW C*NX BOOS VAY TO JACOBSEN HOMED GAm BR BM O,A, ° �` 2-8-99 REv `FTfOt P.O. BOX aBRA" DAFT ACT, VAIN BEAM PIERS B SAFETY HARBOR. FLORIDA 3W96 TiRYEif Ii67H IYt G Be PHONE (727) 726-1138 Mir ODSOET OHOHL SU-01-0021 (10-�-�) 14 37 MINIMUM HOME SET HEIGHT FINISH GRAD NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAYBE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12' FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA726-11 34695 PHONE (727)72fi-7738 NOTICE: AND DCONnCS ARE TR6E L, PROPRIETARY. MATERIAL PROPRIETARY, AND UFACT RING MATERIALS OF JACOBSEN MOVIDED TO ME WCI INDN NATERIALS ARE OSES AND TO ME AND NNST eE KEPT DO FOR MSPEOnCAN SECRET KEPT CCNFlNENTIAL AND SELREi FAOY DRIERS. B.E.M. ° 2-11-99 DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU—OI—OOZZ ELECTRICAL CROSS -OVER & TESTING PROCEDURES �.—MARRIAGE LINE 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. ❑❑ ❑ 0 IIII���-�.JIII u ;u ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY FLORIDA3R 95 ( ) NOTICE >� ,,,� „� oR,Abxcs A1E OMIiUi. PNOPREtAin AND CG"R'D RAL MATERIALS OF JACGBSFN YARUFACIURWG NC, g)pi WAISUALS NE PROVIDED IG TIE I�rtCMFOR SPEORIC ROM DFNDAIL YOiT: OI 0�� DRAWN BY: D.M.T. DATE 05-25-06 REY. LETTER: C D9-29—D6 ( ) DRAWING ➢TLP ELECTRICAL CROSS —OVER DRAWING NUMBER SU-09-0010 15 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: -V� 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 I NEUTRAL I GROUND 150 2 NU. 1 I NO. 1 I Nu. B 200 1 (21 NO. 2 0 1 NO. 2 0 1 NO. 5 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 HEIE910H JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 N07TCF. THESE SPECIRCADOS AND DRAWINGS AM ONGRIM, PROPRIETARY, AND CGNFlDD+NAL MATERIALS OF ACOBSEH MANUFACTURING DIG SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEOOC PORINHS AND MIST BE KEPT W*MIENIUL AND SEAT mad OTHEM DRANK BY: B.C.K. DATE: 03-30-12 REV. LETTER: D IL Jl DRAWING TITLE SET-UP/ELECTRICAL / DRAWNG NUMBER: SU-O9-0001 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 S9.IN) MAXIMUM I —BEAM PIER SPACING FLOOR. MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2' 110' SEE NOTE ®4 SEE NOTE #4 144' WIDE FLOOR- 33' 53' 73 1/2- 93 1/2' 113 1/2' SEE NOTE q4 160" WIDE FLOOR- 30" 48 112" 66 1/2" 85• 103" SEE NOTE i/4 184' WIDE FLOOR- 26 1/2" 42 1/2" 58 1/2' 74 1/2" 90 1/2' 107" MIN. PIER CAPACITY 1778 LBS 2667 LEIS 5556 LEIS 4444 LIES 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SO IN) MAXIMUM ]—BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86' 117 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 144" WIDE FLOOR,- 46" 73' T00" SEE NOTE q4 SEE NOTE g4 SEE NOTE q4 160" WIDE FLOOR-- 42" 66 1/2' 90 1/2 115" SEE NOTE @4 SEE NOTE p4 184" WIDE FLOOR-- 37" 58 1/2" 79.1/2" 101" SEE NOTE d4 SEE NOTE g4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM, FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY 6E USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: '�•:''' OAPIA APPROVAL: %SEE CRlCS FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. C- TY- ( ¢' G� /l .: �''"^'�"w 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE •' APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM `k oem C PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. Ik.' •' BSI A T � �� �., �. �'''- OCT '< Y q� 21 4, MAX. PIER SPACING IT FOR UNITS WITH B' I -BEAMS / 70' FOR UNITS WTH 10" OR tti.:.�1.> " INC, 12" I -BEAMS (24' MAX, FROM ENDS). ,.•r F_�.i' ' FEDERAL MANUFACTURED HOME rnwmLAl 71 NANDSNEIY STANDARDS HEN'JACOBSEN HOMES NOTICE: %ESESPECOICANONSAND DRAWWCSARE DRAWN BY: D.M.T. DATE: 1 09-22-01 REV. LETTER: „ P.O. BOX 368 giWWAL PROWnETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING M ME - DRAWING TITLE: PRE-FAB. 16" & 18 1/2' PIER PAD SPACING SAFETY HARBOR, FLORIDA 74695 PHONE (813) 726-1138 REMrnaE FOR SPE FLW SES W 11n05T SEE KEPI CONDDENTML -3 MOTET LAW OTHERS DRAWING NUMBER: su-al-ooz3 16 18" X 22" PIER FOOTER SPACINGS* IMIN. 396 S9.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" WOE FLOOR•• 63 1/2" 100 1/2" SEE NOTE 84 SEE NOTE #4 SEE, NOTE S4 SEE NOTE y4 144' WIDE FLOOR. 54" 83" 116 1/2` SEE NOTE N4 SEE NOTE p4 SEE NOTE #4 160" WIDE FLOOR-- 49' 77 1/2" 105 I/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 184" WIDE FLOOR.• 43" 68• 93" 117 1/2" SEE NOTE p4 SEE NOTE p4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SO.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 q4 SEE NOTE p4 SEE NOTE q4 SEE NOTE #4 144" WOE FLOOR-- 54 1/2" 86" 117 1/2 SEE NOTE b4 SEE NOTE k4 SEE NOTE g4 160" WIDE FLOOR-- 49 1/2' 78 1/2" 107" SEE NOTE Q4 SEE NOTE #4 SEE NOTE q4 184" WIDE FLOOI 43 1/2• 69" 94" 119" SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS, NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 Q( /0 o NOTES: EN APPR�'/� ryyy o y ! ', """• Ft DAPIA APPROVAL: cc epic. OG.\ I. PRE -FABRICATED PIER PADS NAY BE USED AS AN ALTERNATE TO THE CONCRETE r Q� •• �;'�G\9TE�FO c- rY - (4• ) FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. � 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE APPROVED BY INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM "'"�q PIER CAPACITIES SHOWN ABOVE. IN THE JACOBSEN g •••s '• °� A QCT l Y 1 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED A '' sl HOMES INSTALLATION INSTRUCTIONS. FOR 10' FOR UNITS WITH 10" OR 'INC.-^ N 4. MAX. PIER SPACING 8' UNITS PAIN 8" I -BEAMS / 12• I -BEAMS (24' MAX. FROM ENDS). EDCRAL M11ANUFACTURF.D HOWE ` JACOBSEN HOMES NOTICE: F RF41 THESE SPECDCADONSAND DRAWINGSARE 6 8Y: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWN G OTLE: PRE -FIB. IT 22• & 20• PIER PAD SPACING P.O. Bo% 368 CRIONAL PROPRIETARY, AND CONFIDENT! AL MATERIALS OF JACOBSEN MANUFACNRwC INC SUCH MATETI ARE PINWOEO TO TN[ SAFETY PHONEHARBOR (8 3) 7261111384695 KEPTTMFIDDRTME ANDMO OTHERS DRAWING NUMBER: SU-01-0024 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS, DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESESPEGFICAVONSAMDORAWTNGSARE ORIGINAL, PROPRIETARY, AND CONODDMAL UNAWN BY: S.A. uAIL: 7-20-94 NLW. LLI ILH: DRAWING TIRE: ❑„❑ P.O. BOX 368 INC. SUCK NOF JACOBSEN NC, SUCIII AT JACOBSEN NANUFACNRINC ARE MANUFO TO INE TIE -DOWN STRAPS DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR S IJIIL PURPOSES AND MI BE PHONE (727) 726-1138 KEPT CONFIDENDA AND MUST FROM OTHERS SU-07-0002 17 , 34 MOBILE HOME SET—UP TIEDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT— (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1• FINISH B. GRADE 1 STEEL STRAPPING, 1,1/4 INCHES WADE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LISTED FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY NJUL 1 3 � A ING tl16lPILIp1Y011ik11R� CAUTION: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES. THE HOME MAY BE PULLED OFF THE SUPPORTS. !llf ti `03 Beet°�.= 33 6-6-94 SU-07-0001 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SO 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" VADE FLOOR- 70 1/2- 110 1/2- SEE NOTE ®4 SEE NOTE #4 SEE NOTE y4 SEE NOTE p4 144" WIDE FLOOR.- 59 1/2- 93 1/2" SEE NOTE A4 SEE NOTE y4 SEE NOTE 14 SEE NOTE q4 160" WIDE FLOOR.. 54" 85' 116' SEE NOTE #4 SEE NOTE 14 SEE NOTE q4 184" VADE FLOOR 47 1/2- 75' 102' SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 7004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" _PIER FOOTER SPACINGS* (MIN. 576 S9IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 95 1/2- SEE NOTE #4 SEE NOTE 84 SEE NOTE #4 SEE NOTE p4 SEE NOTE N4 144" WDE FLOOR- 81' SEE NOTE q4 SEE NOTE @4 SEE NOTE #4 SEE NOTE p4 SEE NOTE q4 160" WIDE FLOOR.. 74" 115" SEE NOTE #4 SEE NOTE pa SEE NOTE q4 SEE NOTE p4 184" WDE FLOOR•, 65" 101" SEE NOTE q4 SEE NOTE q4 SEE NOTE p4 SEE NOTE q4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT IVIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 x/off �:41y:i9WYIIIII� % NOTES EN P OV :yYYY ' I. PPE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE 1`'` 0�'••'��ST'.,` �' FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 4 ; R4' No. c•'•D '• .LIk•03 DAPIA APPROVAL' SEE ChLtS. P6. f 14r 2. THE PRE -FABRICATED PIER PA05 ARE TO BE INSTALLED PER THE 910334 ` •: ppROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 1 = PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 'd '. STATE E OCT 1 1 :'D�� HOMES INSTALLATION INSTRUCTIONS. '•. `� �` ` 4. MAX. PIER SPACING 8' FOR UNITS WITH 6'-BEAMS / 10FOR UNITS N1TIi 10' OR •�'� INC. 12' I -BEANS (24- MAX. FROM ENDS). S - EOERAL MANUFACTURED HOME JACOBSEN HOMES NOTICE: 7XESF �EgRC NOT AND DMYRu46 ARE DRAWN BY: D.M.T. lE: D9-22-01 REY. IFTTER: P.G. BOX 368 tir ORMAL PROPRIETARY, AND DOSIDCNNAL MAIERIAl6 Oi JACOB6ENYANUPACTURINDpRE—FAB. DRAWING BILE: 17 X 25 k 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RE�j FM S CM � g' �p W7 COIIROEMML MO YOIET MIN ORpts DRAWING NUMBER: SU-01-0025 19 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 144' WIDE F100R•• 96 1/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE qd SEE NOTE qi SEE NOTE q4 160" WIDE F100R•• 87 I/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE qa 184' WIDE FLOOR- 77" 119 1/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN V LT [ y i' DAP A APPROVAL ��= I. PRE -FABRICATED PIER PADS MAY BE USED AS 0.N ALTERNATE 10 THE CONCRETE ���VP,•'GYSTF:H�; •; i' Q 4, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. Q� No. G-TY- I 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103� ' APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. TO AS SPECIFIED W THE JACOBSEN '•, 5�"/aT� � � `''' ? � }. ALL OTHER REIARREMENTS ARE TO BE ADHERED •o '.�%'•, OCT S HONES INSTALLATION INSTRUCTIONS. j $'•'�q `�' Rl,P 3. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEANS / 10' FOR UNITS WITH IO' OR A 12' I -BEAMS (2/" MAX. FROM ENDS). � rnF I , , I IrA Ipr MOBILE HOME SET—UP SHUTTER INSTALLATION: SHUT? RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINri 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 ENO, 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 'MNDOWS -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 5PECIFlCATI0N5AND DRAWiNGSARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: pRAN1NC TITLE: SHUTTER INSTALLATION ❑❑■❑ORIGINAL ❑„❑ P.O. BOX 368 PROPRIETARY, AND CONROENTAL MATERIALS OE JACOB6EN MANUFACTURING INC. SI1CN MAIEAIALR ARE PRONGED i0 ME _ DRAWNG NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34696 PHONE (727) 726-1738 REaPIExi FOR SPEORc POAPOSES ANp W5T BE REPi CONFlOENPAL ANp SEWFi TROY OWERS 32 a u o� r- o 2 L 1� •o 1 z TZ 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE'. MAX. PIER SPACING WITH *** SEE NOIE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH I D � oR** 1000 (PSF) 1500(PSF) 2000(PPSF) 2500 (PSF) 3000(PSF) 35000 (PPSF) 120 y B Bg � D (P 144F WIDE FLOOR** 50' 78' 1031*** 120'o** 120'**0 120'*** 160' WIDE FLOOR** 45' 69 1/2' 94' . 118'*" 12O'*** 120°*** 184' WIDE FLOOR** 46' 81' BY 104*** 120'*** 120'*** MIN. PIER CAPACITY 2597 IBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS NOTE UNIT IM07HS WITH ** INCLUDES A 6' OVERHANG ON BOTH SLOES MAXOAUL7. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PER PAD (ORM NAY DE RUM, ' 1T79G1 PFR FRAMEI--BA ORIENTATION OF BIACK PLACED SYMETRICALLY ON PIER PAD PG. via®°p`� �"E�o'�i� C-SU -19.0 eo ,: Q .. , 9 d DAPL1 APPROVAL: 1. PRE-FASNIGRD PIERS MAY BE USES AS AN ALRRNATE TO THE OUN SET-UP MANUAL m SITIM IN 1HE JACOBSEN HONES . m APPROVED BY L THE PRE-FABRICAIED PIER PADS ARE TO BE INSTALLED PER THE m a STA'fi tj j= �:Ao YNAIFACTURER'S INSFAUAIM INSTRUCTIONS AND MEET THE LUNBOM o 0 �B®�•°A% •��0� Dec o0,zoo5 N AINC. PIER CAPACIEMSNOIN ABOVE O THE ACOBSEN s�Fs � R 1 �.•'�\,va" 1 ALL OTHER REOUIREMEIM ARE 70 BE AMEND TO AS SWRDiED INSTRUCRONS Bp s/01vc�e• 'JQ`00 crosimzumrn*sumnaoums HOMES INSTALLA71ON p®9®BRRlAA 4. MAX PER SPACINO 9 FOR UNITS 61111 B° I-BFALS / 10' FOR UN7S LOTH 10' OR DS49s� 1Y I -BEAUS (24' MAX FIM ENDS -USE 1/2 THE MAIL PBR SPACING F THE PM SPAONG IS LESS THAN 48' O.C). JACOBSEN HOMES vD3 NOTICE, 6PE@fCAiIRS AID DRAOHs APF DRAM BY: M.T. 11-23-09 REV. LE11FIt DRAPING TULL 17 X 22' PIER SPACING P.O. BOX 368 ara uARNALS OF JACOB311 MAIWAMURSIM — " SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 = WON IAMU ARE PROR® m DE EMMKRSRIBR111IM IDMRIH 19T ORRRI= AND SOU 18D1011M OIAWNGAMER SU-01-0027 31 20 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE () LOAD SPANS SOIL BEARING CAPACITY PSF 13—12' 12'-16' 16'-20' 2O'-24' 24'-26' 28'-32' w Ca 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. 13511 sq. in. 402 sq. in. 454 sq. in. EV7 2500 156 sq. in. 197 sq. in. 239 sq. in. 1280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 lbs. 3428 tbs. 4148 tbs. 4868 Ibs. 5588 lbs. 630E Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF B'-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 io 2500 164 sq. in. 207 sq. in. 251 s in. q. 295 s in. q. q, . 339 s 1n 383 s In q . MIN. PIER CAP. 2841 lbs. 3601 Ibs. 4361 Ibs. 5121 lbs. 5881 Ibs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 28'-32' q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 1004 sq. in. Co 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. Isq. 670 sq. in. 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 502 sq. in. CD2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 402 sq. in. MIN. PIER CAP. 29751bs 37751DS a575lbs 5375lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 00 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. Cr) MIN. PIER CAP. 3375lb6 4295lbs 5215lbs 61351bs 7055lbs 7975lbs NOTES: REF. CALCS. QSEE DETAIL 'B'. PAGE SU-01-ONI FOR BLGOGNG AND ANCHORING OF MARRIAGE WAIL H1H1TI OPENINGS WIDER THAN 49 INCHES Q SEE NOTES, Q. 3O . AND (3 UNDER TABLE T, PACE sU-01-0740. ENa%S' PI� VAVS T�� Ii. QFOR ALL UNIT MOTHS USE 177 qjn PIER TOOTER UNDER SIDEWALL OPENINGS, THAT ARE 49 INCHES .` C�Q:.•'G\STEgF�I�C�j �; 'Q� TO 96 WINES WIDE FOR OPEMNGS THAT ARE 96 INCHES 10 144 INCHES, USE 242 V. PIER TOOTER UNDER SIDENALL OPENINGS ` NO. Q •(, (MIN. 1000 PSF SOLL BEARING REO'D) = 910334 :. (D FOR PROPER LOAD SPANS. SEE SU-03-0001. (LOAD SPANS' ARE CIEARSPANS: PIER �•� SPECIFICATIONS ABOVE ASSUME CEARSPAN OCCURS ON ONE SIDE OF PIER ONLY - IF CIFARSPAN OCCURS ON BOTH SIDES• ADO VALUES LISTED ABOVE FOR EACH CLEARSPAN) -o •, TATE O'T�Fp : � QS CHECK WITH LOCAL XINSCCTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE YALUL �QF A,D _`OC%4v JACOBSEN HOMES NUTLOG THESE SPEORCAIIONS AND DRAWINGS ORIGINAL PROPRIETARY, AND COIIDEMDAI „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MAIFRIALS OF AACOB9R MANUFACTURING INC. SUCH M.MFRNS ARE IROWDD7 TO IHE ADU R IT FOR STORC PIPAOSES AIO MT BE WEPT COIINLMRAL AND SBRCT TROY DINUM 21 VWNDZONE III (110 MPH) ALL E%POSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY SU-01-0030 INC. D HOME :TY STANDARDS 0 1 1999 10A D 30 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS SITE INSTALLED EXTERIOR SIDING I� MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: MESESPEDFICATONSAND DRAMiNGSME DRAWN BY: I S.A. DATE: 6-5-94 REY. LETTER: ❑❑■❑ ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. Box 368 WC. sow NARRA6 ARE MANUFACTURING MATERIALS OF JACORIA-S E ROADECTORTHE TO ME EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REONENT FOR WCUIC PURPOSES AND MUST BE KEPT CONDDENTIN MO SECRET FROM OTHERS ' DRAWING NUMBER: SU-05-0031 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE_WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 04 S—O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548y) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'—O" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"—WIDE WIDTH MAXIMUM @ Qs PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'—O' ON CENTER MAXIMUM 15DO 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM PIER SPACING SCAPACITYII® ©NG F OTER IEINFO(D REQAREA. DSQ. 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'—C" MAXIMUM FROM EACH END 1000 1000 AND 10'-0. ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 69411) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: """•GIvA-Qi5—.01— 6F102- 01 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. UNDISTURBED I COMPACTION FOR FULL FN01✓E�Y AOVAST11 1"4 �� y , w '' �'' DAPTA APPROVAL: ALL FOOTERS TOBE BELOW FROST LINE. ����PQ•G�STEgF��! ; APPROVED EY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM O. •. $ SQUARE INCHES REQUIRED. 910334 1 O5 ALL UNIT WIDTHS TO INCLUDE 6• SIDE OVERHANG ONE SIDE OR ONE 3• �.� A OVERHANG ON EACH SIDE MAXIMUM. *'.• TAT OF : Acf,= INC. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR 9 . r 4. •,/N FEDERAL MANUFACTURED ROMtE CONSTRUCTIONANOSAFETYSTAMARDS YOUR SITE THE VALUE. P, MAR 0 1 1999 SOIL TO DETERMINE ' JACOBSEN HOMES ' NOTICE plgl txEg�EwmETAsNm wONFID ua piPsEAL pROPiOETARY, AND NPiIDEN1UL T 4 M.T. DAB 2-8-99 �. lET1ER: n DRAWiF1G LIRE: YATEIRALS F 4kCOBSEN UANUFACTURNI PIER FOOTER SPECS CHART /_1 P.D. BOX 365 BIG. SMw YATERINS ARE PROVIDED TO THE DRAWNG NUMBER: $1f-01-0040 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 I¢wDIT fm scac PUTPaas AND MUST ME IBPt NxRD MI AND SEOB.T FROM DOUR 22 29 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE, IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ I❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 NOTICE: THESE SPECIFICATIONS NAND OTICE: ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPUNT FOR SPEOBC PURPDSM AND MUST BE KEPT CONFIDENPAL AND ffrAET FROM OTHEAS DRAWN UT: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE' COLUMN SUPPORT SPANS DRAWING NUMBER: - - SU 03 0001 23 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16` % 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 DURIBIUTY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, FIarido 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. NOTICE DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPEF&TCARONSAND DRAWINGS ME O.A. 06-06-94 ❑❑.❑ OW@tAL PROPRIETARY, A181 C01610B1WAL DRAVANG TITLE: n P.O. BOX 368 MAZER IS OF JACOBSEN MANUFACTURING H ❑❑❑g SAFETY HARBOR, FLORIDA 34695 Na 5114FORSMATERIALSX R 1i01AM 10 � EXTERIOR SIDING APPLICA710N PEPT OONRD MAI AN RE&ag5 AM WST a DRAWING NUMBER: PHONE (727) 726-1138 KEPT CQUIDDNML Hm SEOST FRUI OTXFRS. SLI-06-0030 (09-30-08) 28 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE r � — J _ 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. STAPLE: 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTI TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIN 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF. _... _.. STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIDCARDNSAND DRAWiNISARE DRAWN m: S.A. un lc: 12-22-94 ncv. m��cn: ORICINAI, PROPRIETARY, AND CONROENRAL ING DRAWING TITLE: blItElEll BOX 36B MATERIALS OF RIALS SENARE MANUFA TO, MEP.O. INC. SUCH MOF JA O ARE PROMDEMANUFD TU INE EXTERIOR FINISH CLOSE-UP SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPEOFlC PURPOSES AND,aT BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONBDENRAI AND SECRET ROM OTHERS SU-05-0020 SET UP NOTES (CLOSE UP) YOUR HOME IS 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 M-FLIiRA710N 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2' WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4' WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING 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 NTH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU.IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED NTH 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 NoTIc6` nem sPEaPcA1xN6 Am ORAwP.R AREn ORIGINAL PRWWARY. AM ORVBENnIi MATERIALS OF P=BSEM MMAIFACIIRINO M.T. 12-22-94 ._.. _..-- DRAWING TIRE: SET UP NOTES P.O. BOX J68 w !G SUCH MATERIALS ARE PRDMED M NE DRAWNO NUMBER:[ SU-05-0001 SAFETY HARBOR, FLORIDA 34695 RE6pE FOR SF6C RNOSS AND MIST BE OTTERS PHONE (727) 726-1136 nn casCENRAE AND SEOEF FROM 24 27 EXTERIOR ROOFING CLOSE-UP I I I SHINGLE INSTALLATION r--- ROOF SHEATHING (TYP.) RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPUED'OVER COMPLETED SHINGLE ROOFING 1 I (INSTALL RIDGE SHINLLES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) I 1 I I I I i m. Mrotl. mn. I a N +N. .a".+m. iml m nV COMPLETE SHINGLE ROOF BY +'r+a• ADDING FINISHING COURSE(S) "tlw TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ^'hNi ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIRES. (SEE SU-05-0011 FOR SHINGLE m. FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ OF-Inn JACOBSEN HOMES NOTICE: THESE SPECIRCATONS AND DRA'MNCS ARE PROPRIETARY, AND UMIULNIIAL V. D' S.A. 6-6-94 DRAWING TITLE: 'P.O. BOX 368 MATERIALS NA AL OF JACOBSENMANUFACTURING ANUFT INC.SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPEORC PURPOSES AND MUST BE ❑❑❑❑ DRAWING NUMBER: PHONE (727) 726-1138 KEPT DGIRDEN9AL AND SECRET FROM OTHERS SO-05-0010 A FIBERGLASS SHINGLES METAL DRIP EDGE SEE PAGE RC-19-0002 4r y ew +1m 9y aw SHINGLE UNDERLAYMENT TYPICAL ROOF TRUSSES 16" ON CENTER 1/2" 1/2" TO TO 1 /2" 3" 3" TO \0 nr�n � m FASTENING DETAIL 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 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN, 3/8" X 3/4' X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH 15 CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN MANE PRESSURES. 1/2" TO 1 1/2- NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. EIEI OFJEO❑ JACOBSEN HOMES EIMFEI ❑❑❑❑ P.O. BOX 368, 901 41h ST. NORTH SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 RFVISIONS. I DATE: 12-21-94 25 26