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HomeMy WebLinkAboutSET-UP MANUAL■MM■EM M. MEMO o: 0 SET-UP MANUAL �, Lucie CauntY, Per i in9 JA;OBSEN HOMES 600 PACKARD COURT SCANNED BY St. Lucie County SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 %,CQPY 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-oo-0000 REV-07114 MANUFACTURED HOME SET-UP NOTES 56 *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 4 1/e'IS CARPENTER'S LEVEL T=N ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. JACOBSEN HOMES ➢E49'EiXAN1g0A�6NU0RumAK d1AMNer. O.A. DAB 11-21-06 �'� MK44 RiOT✓EMKr, AID mroalnAL 11i16eAIS OF JAGOM MAMIFACRIIa1G D DRAWG RILE P.G. BOX 368 NC SKH RATOW AM PROW= M DE MANUFACTURED HOME SET—UP ILJI purac M l�rt SU-01-0001 26 11� es P HONES( 27) FLORIDA WT om mm A mw r� MW BE OHM (1 D-08-08) DETAILS "A' AND "B" VAN FRAME PMMX MID U110 (tE U01E r11) �- PER CAP14D vo SOLID COIOIE:E HOOF (a { 7ROQ CXCX1CMUD WSW R=X , WH OPFN OILS MRDCIL Sri TAKE I FOR PIER PXTIER- SIM AND SPACING SPD8I 7w (PIA£ 11) (SEE SIFIA FOR 16 X 16 PRECAST PER PAD SPACING) , SEE NOTE 14-� MIM ALL ORGA C MAMUL' AND PLACE PAD ON STARE Sm mm FROST LIE IS LOLL CODE 1110 @RS tI-" SRW m ROM BEAM EACH SECDON 7 m A DOME HI SEE NOTE j4- DO BILE 00 DETAIL 'A' NOTE 43 SEE RW 12-/ DETAIL 'S' JACOBSEN HOMES P.D. BOX 36B SAFETY HARBOR Ram 34M PlIOME (727) 726-1138 m AIR HANDLER CROSS —OVER CONNECTIONS 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) PLENUM (DUCT I CTYBICTXIN BETAEUI CROSS -OVER SUPPLY 2. MAXIMUM PIER/PAD PROJECTION: DISTRIBUTION BOX) DUCTS SHALL BE MADE PER OTHER DETAILS SEE 07HER DETAILS 3. ALL PIERS MUST BE CENTERED 1 gk ON FOOTERS MUST BE WITHIN 1/Y O O / 00 OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON E37HER SIDE OF COLUMN. (WHEN REQUIRED FOOTER S12E CULNC BOARD --- I PLENUM (DUCT PREVENTS A SINGLE STACKED DISTRODRON BOX) —SEE MGM IP PIER FROM MEETING THIS USE G� A DOUBLE STACKED PIER. GOOD UNIT MARRIAGE LNE ataou Sol UP TO 28 X 28 FOOTER.) Ile 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS DUCT RISER(S) UP TO 16' X 16' (SUPPLY DUCTS) B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED / (� p BY 4.(BUT NOT LESS THAN 6') .�RRPf 7010 TEAM 6. ALL FOOTING CONCRETE TO HAVE AIR HANDS A/C SYSTEM (91 NDTE 111) COMPRESSIVE STRENGTH. (AIR HANDIER. ETC,.) (1c-) - 3000 PSI (MIN.) 9IDM BY OTHERS fa CAPPED in SOD 7. PLACE 6 MIL POLY ON GROUND PRIOR Imam H00( (l, { Too TO POURING FOOTING CONCRETE (ALL SEAMS TO OVERLAP 12' MIN.) ir' X C X 16! QUID MASO@M' B. PIERS SUPPORTING THE I -BEAMS HOXS WIN OFEN OILS IIERDFAL TO BE WITHIN 24' OF BOTH ENDS DEIAL ABM g, PIERS MAY AMID MR F FOR MM PIER HELM BE OFFSET UP O.C. 6• AIR HANDLER CROSS —OVER IN EITHER DIRECTION ALONG THE TO IN VIEW ,E TARE FOt FER [-BEAMS TO ALLOW FOR PLUMBING, f00IFR S M AND ELECTRICAL, ETC. Vim, 9UM7yg 10. FOOTING CONSTRUCTION MUST (PAGE 10) COMPLY WITH LOCAL BUILDING CODES. ORIaNC YATBM 11. WOOD SHIMS, WHEN REQUIRED ARE TO RUIAND VE AL PAD ON SORE Sm BE USED IN PAIRS INSTALLED IN SM FIROSM HR IMi1 OPPOSITE DIRECTIONS AND FITTED CODE REMBIB 5 TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN MAX 1' IN THICKNESS. APPROVED BY 484 e' $ Revised Dec s772008 N AINC. E OF .041 FEUERA YMOFACNREU NOYE 2[v conmwrnonano snFEn zrmmxos 0 MUTE R1v LLnm JACOBSEN HOMES NOTICE Rom,", GF. •• _ 09-07-93 m � �Ps �»�� ��C.L.Y. 3-21-95 BARAAM a AACOA� UARNAC7ULt6 mAWPlcniL�HANDLER CROSS —OVER DETAILS 'A' & 'B' A P.O. BOX 368 nc SMN "TERVLS ARE PROV= TO THE SAFETY HARBOR, FLORIDA 34695 Haw Ea 94a1C PK'U45 Are M6T m BRANNG NUMBER: $()—DI—DD01.1 (12-15-08) PHONE (813) 726-1138 IVT WWEOIRR NO SEGOn= OHM SU—AC-0100 55 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE..(727) 726-1138 NOTICE Tim grmallaJsAfamAmgsmil: . uotrv- PRurtaxi M, AIO uumm nuu. MATERIALS OF JACOBSEN WtNFAC11MG R- SUCH VAT MS ARE PROW= TO lac FMW RR SPM RROgS see guar eE DPP COEMON. AM SLOLT FIN OOLi6 .OUMN BY: D.M.T. OATS 10-31-01 REV. LETTER: D ILJI (10-08-08) DRAVMG ,HIE BOTTOM BOARD P—TRAP ACCESS DRAWING NUMBER: SU-15-0010 Jacobsen Homes Load at Frame leach I -Beam Incatlon), Perforator lsidownH amrs). and Mating Lino for Homes Raquirling Parlmatar Supports On Pounds] - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS LIOISf SIZES) Maximum Spacing Location South Roof Load Zone (20 Pa0 12 h. Max Section Width 14h. Max Sertian Width 16 ft. Maa Section Width 4h. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6R. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 39GS 4566 aft. Frame ZS20 2920 3320 Perimeter 24M 28" 3284" Mating Une 4328 5208 6M 10 R Frame 3150 3650 41SO Perimeter g f . Maximum Pier Spacing along the Perimeter and Mating Line ISeo B h. 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 util'ued then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section hom es. However, if a single section home is being installed, the perimeter spacing should be used along bath sidewall areas and the mating line spacing can be ignored. Alternator Pes7mecar Pier PlEc®ant ('`-" F.dnnl ib:vmF+cL!:al (Tl .o :iu0se I.,. •s:Uttion er not shown for rlanty cut out) upport above 1. Aran alternateto placingthe perimeter pier directly under the perimeter joist on the Floor system, the pier may be recessed up to a maximum of ten inches (ILV I from the outside edge of the Floor system (sidewall side ONLY) when a minimum 4a4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier [see detail above). 2. The ten inches (10'I maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windtones and exposures. 4. Also refer t3 SU-01-0005, SU-01-0005.1. and SU-01-0005.2 5. Refer to other details for pier and pad siting requirements. S. This detail may be applied to D(TERIOR WALL APPUCATIONS ONLY. 19 No. PE10505134 gr y STATE OF : '� p&U O ••. T / : ' ? 4 NDIAN. � '�rwir.SS/n u a s F.a..O�R 1i 3 SU-01-0001.2 piSc�, k to rid a) %,„,r cturL Rome I'llion Jacobsen Homes Footing Capacities 8 in.. 161n. iaingle svcYl pie, 16 In. a 161n. (douNe stack) pier 6 dO1i 'maunnl.mnea Minimum coming Minimum Footing w,pnmraed Gpadtiry Sire tin.) Area(in.) Me Foolin( uhimplaw Maximum Poplin( ustimplaee (pill CaWit,, U1).1 ismono. Capacity licks) minimum )hicMev(u.) Nicer.(its) Walk 236 1,6L0 6 Saw 6 20.20 .0 ;6m 6 1,641 6 m a 24e2. 576 I'm 6 3,700 6 0 Form 9m S,6m 8 Lem 6 r-1 36a36 1,296 I'm 10 Sam 8 nLa3 1,)66 10,700 20 14)m ]0 48.0 2,306 13.Im 11 13.6m 10 16.16 256 2jW 6 2.540 6 20a 2O 2m a1 6 5,000 6 US 2441 iM 3,6W B 5.7m 6 "am 9W 8.500 l0 it" 8 ttt 36.35 IMF 1;aW 10 116W 8 42a42 L764 1630411 12 16,BCO 10 40.0 2,30e 21.200 Ars, . 1e 21160D re. 22 161r16 256 3.e03 6 3,4400 6 20xM J00 I'M 6 L3W 6 S O 24x2e 506 3,613111 8 ),)W 6 C 3Oa30 9W 110011, 30 11.9W I 36.3,5 1.2% 15,)0111 23 16,m0 20 A1ee2 las"I 21.700 run. I6 22aW u 16.1, 2% 1,310 6 a,3W 6 n "DO 0 6,700 6 Caw 6 26e26 576 9,W0 ner I 6 9,703 6 N N 30.W 91p 14,6m 10 13,W0 8 M.36 - L196 20,700 12 21./00 10 36a36 M6 S,Sm 6 8MO 6 1O.20 nW 8.(m 4 8 LIM 6 o 24a2A 576 13,54" I0 if.)fq 6 xxxa\ i T Ma3O 900 II,Bm l2 ILiW I Man 2y6 III Ann. 1e 111 10 161S16 256 ),WO 6 ),OW 6 Vf r 6 2Oa2O am 1O.6m 6 149m 6 '7' G 0 Seal. 576 ILSm 10 iL6o0 8 MaM 9W 23,3W 11 241200 10 1. me looting sizes %he"An, for mare pads and are based on the area (in SI Near and bending required for thelpAs sM.m. Other : infiNnlvu suds at rmvnNbrw lot" mn6gunl em. can tr used, prodded She sea and depth IS equal a, greater door the Area Ind depth dthp souse IooO, Hawn m the,.Wa, and the distance hem the edge al the Are, to the edge of the coming is mr, Ins Nan the thicbvss of Ne limn( 2. )he6in. usNnplace ..her; tan be Used For 6t in mdurovel pr.a, wnvreldp4ngs. S The cepeptyvilues listed have beennduced be the dead.oad of the cpnvete fearing. a. Cprcreteblw1 pas mrnmer weed their design upxAyoILOW Ns.!welm n6m.igle5tacktlmk and 16.WOlbz. fel6m.a16T. dovlde4eck black. S. Aregistered wofnsbnal enginenw registered uch,tecl shop pfepafethe design, ONe load exceeds the upeciI singleor douthe Stack uncrme block on Navn in foasr mei. 6 en the lrame(Itham)avngle track blmkpnr Nal' Sum exceed 36' high (Sea fminale is lac meumum uU-11).rd. dwmle stark Nw5 are, erNimerlocked Works Nall,m exceed 11(11 foamo e. bmatlmuis uwdry). %vhen Innalled abng the perimaa a, the NriMOneaslag), thick..,, shah actaceea e 1 ohme IseeeMnme aferme Unimpressed nWe a dorypen Nat mceed N< niegmf>pecihed it this foatmle YraO b<dvi[nad EY a 46ivraed wCesfierul enjvner w registered arN1M. 2wrM(SUSI grace) orprecast mnvelefrminP.11.1umpriate fw A sort v,I AM pasts: lw.rmp(pads) Shia amp tre Sued in mrdance with the pad ormuNetmer's mrauc::pn and must be aa2fed for use in she set clasrieunron at the site, I and Waled For ds,nnovedbaaupion, a SU-01-0001.3 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 i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: TlaSE sPEaDunws Al81 oRAwa+cs ARE " S.A. pfl14 6-6-94 " " ❑❑■❑ Df mAL PRDPRIETARY, AND � nmyx DRAWING TITLE _ ❑„❑ P.O. BOX 36B MA ATTROF JAMIMN MANWACUMM Nt sum MATDaAIs ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑00❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RCDPOIT M SPE6C PLIUM M IM BE KEPT CDWIIO l AW MCRET F Otif16 DRAWING NUMBER: SU-15-0002 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 S 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'—O". 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 SETRING THAT MAY OCCUR. JACOBSEN HOMES n. ,��NOTICE,,,� �,� „M ""^"' pal; O.A. 06-06-94 — Mir aBLa10. PRDNR W AM CWiDDRIAL MAIDDUS S aAC08511I MAKFAGIIROIC DRAWNG MM' MOBILE HOME SET—UP 2 P.O. BOX 368 FR M MATDMIs ARE PR7A)M M IRE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 KNOIT FOR n= RWMM AND WIM BE WT m1110IML AID ITT R1D11 00196 DRAWING MA R SD-D1—DDD2 52 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 rZ NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: - DRAWN BY: DATE: REV. LEVER: ❑❑■❑ vaseSECIOPMASAND COINiu ARE S.A. 6-6-94 OPoDNAL PR�RaTART, AM CONFIOFNRAL DRAWING llTlE: ❑14 MATERIALS DF J BSDN MANUFACTURING — P.O. R, FLORIDAMC SUCH MATERIALS ARE PROMDED TO THE DOUBLE WIDE BLOCKING SAFETY HARBOR, ORI34695 REDRENT TOR SPECPC PMBOSES AND MAT BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CON MR& AND SECRET FROM DTERS SU-01-0003 6 4 2 1 5 5 3 f-SEE-NOT NOTE #1 I 4 2 1 5 5 3 SEE NOTE #2 - I .—SEE NOTE #4�� I 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. TYP. WATER HEATER � rPRESSURE AND TEMPERATURE I !Y/ RELIEF LINE II II II WATER HEATER PAN\ FACTORY INSTALLED \ II DRAIN THROUGH FLOOR II AND BOTTOM BOARD TYP FLOOR SYSTEM jl 11 I I -I II I I II II i 7Yp, I -BEAM SITE INSTALLED DRAIN--4-_ LJ PIPE AND ELBOW PIPE TO BE SUPPORTED (1 /4' PER FOOT MIN.' SLOPE) 4'-0' O.C. MAX DRAIN TO EXTEND PAST THE EXTERIOR WALL UNE AND BE LEFT EXPOSED AND VISIBLE FIXT INSPECTION. r (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 TIEg s£ff,r,,,,as,w mANws ARE DRAM 6r. M.T. UAWF¢r. 03-08-07 ILFIt1O AMEbFRNNiLY ""7°°N5 °F'"COBgN'D'W"91URING DRAWNG TI11E DRAIN L��,PROPRIETARY, P.o. eox 36e SAFETY HARBOR, FLORIDA 34695 INC. SUCH MA1FwAt5 ARE PRIDED) TO THE EFmvR Im sme RIP]SEs Mo M67 E W/H PAN U DRAWING NLIItHIE PHONE (727) 726-1138 uPr wfnDFFFDAL uo 9]7ET EROF aFNDIa 91-15-0003 si 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. gSTALLED DUCT IT BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE BPECRCANONS AND DRAMNGB ARE ORICNAL PROPRIETARY, AND CONFIDENNAL unnnry MT: R.R. uA¢: 01-21-00 ncr. ncn: / DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACNUMNC UC SIIOI MATERIALS ARE PROVOEO TO THE ELECT. CLOTHES DRYER VENTING FLIL DRAWING NUMBER: SU-15-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-113B FEVEN7 FOR SEORC MMS AND MM BE IOP7 CONFIDENTIAL AND SECRET FROM OTHERS, so SEE NOTE #7 SEE NOTE #6 2 1 3 NOTE #5 SEE N0� SEE NOTE #2 p r �- SEE NOTE #4 NOTE #5 NOTE #1 SEE NOTE 3 SEE 5 5 3 4 2 1 NOTE #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME ]-BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48' AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PACE 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 'iCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: 7HMSPEOFC0NORSANDDRARENcsARE DRANK BY: S.A. DAZE: 6-6-94 REV. LETTER: DRAMTNG 71i1E: TRIPLE WIDE BLOCKING ❑❑■❑ DWI P.D. Box 368 OWCNAL PROPRIETARY, AND ITNFIDCNnN. YAEMAsaJAXBSNMANUFAC W c INC SUCH MATERIALS ARE PRDEUED TO THE DRAMNG NUMBER: S11-01-0004 ❑❑ ❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 WNW FOR SEan KNOBS W M51 H INP7 CCIMtK NO SECRET FROM ONERS 9 (Yl-6l-f0) �.. �d1131.� 5000—lO-nS il3ffMfMN ONMYN 57990IM17flboNVU3i3M001®1 311Y117M S8'Odly 0Qi5 M1LAf7M1 o<�AOYd�"sM>�YAxm9N ONMLINI M1 NEMW D SMIMVR TAIMMC1 dM 'AWJNMMf 'kN= sma vw (W s avic s I= :2=09 BCII-9SZ(lWa3NOHd S69YC YOINOV N09NYN A13dYS ON We 'Oldombill olull 53MOH N35903Vf 9NINOOlB ItlNOWOW aim OIMYNI _ 00—i 1-6 �1Ya V 0 M WHO]w 9I1m M01d 94 um ZI0 "-M 0M I'9D O0 W- 6 M N{YA!'.. 30 WM M SYN M A 14M J9 At IM B Mld *Wms /qn Y.v 0 °omwnwi i100N LLl m.wD�Y I•oPti O VLOZ OZ HVW d a GaSIA91, Q DAN > M 19 G C m O _ SM 3IVM 13N AN 11W01 NAIL 91Y31D Wdi NAM 31i OWN AM'QitD3ll SI 0M n 03Mdd ON 9 78 413M 31L 01 UrNWd Ml;190 M X HM MIN 39 W AMA" ?<iL3M M 66n SM 9 -M JD .99 (S nm V ramw 900I m Imo am own NM310ti1 1 W OWN 0[IM SIM QiJICil 3M W AM 9A MIAOW N 3W S8d MIM I WM11]D JI LY93LY901 SIM 99D 03X D.I*U WM NLdM Mill MWN 30A01 Z —a IM SOId M Al X JI 3sn 31099 OiAm n QMMGi1 ONMI WHOM M Im 'I :93=N UM NiMM O WIM Mfg (Tn MV MN NI,M M M TMM) IM KM MU tM31 30 (mmm AA 9r 31iI11 mmi an 39 AYI1own im) N m N 19LY31P W .M smo lire at 53 o) TYM 3NVFUKYM M TYVM3MN 9N[YIv NLMVMva 0 XM JD .99 TIYM 3wmww NO TIVMMOM Lv MU N3MIV9 TIVM 39vnlmm NO TYVMMOM Av MMM M NOIMv WU 3 ANY I9 MIG MMA v AB ®XaoidM NHwX NImNIM Avg IWAUM TM NL NMMV ONYY MU 7IYI1 J'0 ,i9 ®Yt6 S1pW 3YID31 AY9 30S/A 5Y3lM l�31 SIMD-10-15 01 ma XYII JD A LY 80319RDM 83L3m 310N WV39150H N1/3NV I311113MIN d0 OIYM 10" TMVM 39VUUI M m T MMHI NO 1133WII 7ALL 9NII19d0 SIM M MMMLMN MV ON9 N3vd Lv MmInIM N ERMA gm wl 9Y 3M1 NO L �\ SITVMiO19 NO 031v3v1 9IIO9N Hamm 'IIY i9 3m N]YM I®vn Il 10I11' ONY SIUMA ISDOU TIV - TVnWN NNLL M O3MIMMII 9N00070 MUM OL NO Wt9IV NI 0 9NIIOQM Smu 5H101M a007d -lW - 9NIN30-113 H3.13WRl3d 0.0311 IAKW MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY OROP �mn�"in.R7 . TYPICAL SUPPLY DROP AIR ROW 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 N0�`M NOTICE: TRIM umm01: O.A. 06-06-94 O UMM. PRWWARY. AND DMEMM OF ""IADm ING lQNUFD WTI "S AT AALS DRAYRIG TITLE, CONNECTIONS P.O. BOX 366 ACC AAE AM TO THE NA 91W THE DOUBLE WIDE A.C. SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MMIT FOR 9M RAFO95 AND UM BE KEPT 00FDDIM NO WDU FROM OIIERS DRAYANG NUS SU-13-0001 (09-30-08) TO ALL IMPERIAL AND D)LORO COTTAMS WTH 1846 FLOOR WMVSEE FL-01-=2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. IION PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDE*ALLS/MATELINE WALL 40rr/24" 64-/40- 64`/48r MAX LOAD INCLUDING PIER AND FDOTER 17785 2667# 2950# C-FL- 89.01 - 89.03 APPROVED BY May 07,2009 INAm. P!Rl1G4 wRFACRF[o 110! rabTwlnlal AIo sArm sTAROAIDs JAdOB6EN HOMES A'"'T'"` " KT. w-vll-a' P.O,mw Morl BOX 36B �iaRS Y[yAIL PER. B.00MG REMKIIk4Z EIMPO SAFE�EAR� i726-11 34685 : � m p� +MNmm' _■ iG m SU-01-0005.1 48 9 PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS [19.211 SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IN REQUIRED (SIDEWALLS & MARRIAGE WALLS] B4" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON NU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE NU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOINT, PERIMETER BLOCKING REQU NOTES: 1. PRE-FABRCAIFD PEA PADS MAY BE USED AS AN ALIEANAIE TO THE CONO'1EIE FOOTINGS SPECIFIED N THE JACABSEN HOLIES SET -GIP MANUAL 2. THE PRE-FABLCATED PEA PADS ARE TO BE INSTALLED PER 1HE MANUFACTURERS NSTALLAMON NSTROCIINS AND MEET THE NNW PER CAPAOIE.S SIM ABOVE. 3. ALL ORB REWfE]ENTS ARE TO BE ADHERED 1O AS SPECEED IN THE JACOBSEN HOLES NSTALLAYION DISTRUC710M = .I ' - ri i W '0 c MAR 19 2014 cr O a c FcdcW MRnuG No me Canwlx6on Q O And Safety Swldmdt JACOBSEN HOMES Non= ,HFm SPEC DONS AID oRA1111IfS ARE CIEWtfl. PROPRETARY. AND CONFIEEMNL "'"�° .YOUNG MA1_ 11-18-2011 'allITG DRAWNG TITLE. P.O. BOX 36B 1011EIEAIS OF JACOBSEN MAKWACMRID MC SUCH MATERIALS ARE PRDYM TOTHE PERIMETER BLOCIONG IMP -DC SAFETY HARBOR, FLORIDA 3A695 IE847O FOR SM REP= AND N ST S DRAWNG NUMBER: PHONE (813) 726-1138 K PT CENRIENT AL AND SOFT FREW DONS S11-01-0005.2 03-19-2014 10 WATER LINE CROSS -OVER WATER CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED 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: T. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSSOVER UNES AND SECURE INTO PLACE MATH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1' X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EOUAL. JACOBSEN HOMES NOTICE: tHEM'EOFKAIKNSAND MA"MML """"" "" C.L.Y. ".. 10-23-95 DRAWING TITLE: WATER CROSS -OVER OBONAL PROPKTARY, AND COTFlDENDAL MATERULS OF JACOBSEN MMDFACTURNG 401100 P.O. BOX 368 WO O MATDdALS ME PROM M THE DRAWING NUMBER: SD-11-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPENT FM SPE(= Rd'345 M0 M.SI BE KEPT EIIXEX AND SE d FROM OTHERS 47 I MOBILE HOME SET—UP 2" WET VENT WITH NIT MORE THAN UNVENTED / / (1) FIXTURE DRAIN W.C. DROP / / 2• / O / 2' O "DROPw.c. J' ALT. / TYPICAL D //� 2' DROP / INDICATES BOTTOM / 3• / 3. OF HOME / / 1 DRY VENT 2_ (SEEALT. FOR OPT. WET VENT ' UNVENTED CONNECTION) Q f- INSTALL FULL SIZE W.C. DROP / /// 1 1/2' Y CLEAN -OUT IF SLOPE / y A C) IS BETWEEN h BETWEEN 2• FOOT 1/4' PER FODT / / USE OD IF CLEAN- OUT IS NOT NEEDED D TYPICAL 1 1/2• DROP D BQ / / 3' / 1/2- 1 1/2' 3' 0, FITTNC SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) O HORIZ TO HORIZ. (LONG TURN TY OR COMB. Y A 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) EO HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) I TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4- DROP FROM WATER HEATER 1 / / SECTION 4' DROP 3/4' ELL / / �J/4' THREADED INLET 3/4- TEE AND FRESH WATER INLET FOR NOTE: 3/4-INLETHREADED D XA3/4- ELL gNGIF WOES ANI MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WOES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4• CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULT-WIDES WITH OF BON OF THE EXAMPLES SHOWN. PLUMBING -_ IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES �— MINIMUM SLOPE 1/3' PER FT. / / } WITH CLEAN -OUT 1/4- PER FT. WITHOUT CLEAN -OUT ❑❑❑❑ ❑❑■❑ 1:11F❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPEdRLARONS AND DRANNCS ARE ORIONAL PROPRIETARY. AND CONROENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REDPENT FOR SPECIFIC PURPOSES AND JUST B: XEPT COMIDFNiV.L ANO SELAEi iXOY OIIEAS urtnm Mt: S.A. unlc: E-6-94 rtcr. viluc DRAWING TITLE: DRAIN SET—UP DRAWING NUMBER: SU-11-0005 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 ki� FOR SPECIFICS / COLUMN PER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PI THE U MARRIAGE INE)AA BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL h, FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL INOTES. 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE JACOBSEN HOMES NOTE= THESE903UMS AIM RAB MED aasuT. R10`7INY. No m.mw MAI MICR OF AACOSN WMlACR!•O M.T. � O5-2D-06 - - - D MAUS mm,BLOCKING (PIER) LABELS P.O. BOX 353 EIC SUCH YATOMMS AK RID=10 THE DRATMC Ml@R $U-D) -DDDs SAFETY HARBOR, FLORIDA 3095 PHONE (727) 726-1138 MPF amm__ N0 _E (09-01-12) ii 46 ADDITIONAL RECESSED PORCH BLOCKING (THIS 1(mmx HS N AOOITXN TD aom RTDILRFD of THIS 1HAHPHAL) 61• YAX 61• VIA USE OEf& v ONLY THEN C(JM= IS Of I= JUST — -- - - __Fr— SEE DETAL 'X SEE DETAL 73 19IL1LTUl�DTR Ptik71 POST — — — — — AT —------- _--- —� TYP. RECESSED PORCH a EXIOHICH BALL— Wll R 1 AMID I -BEAM IOIOTIi Ex1IRI0iAl — = �EXIEIDOR wmg PER UM gal All RECFSgD PUTCH RE016E PFlHS SPACED 64• CC.' YAX PER L"DER AUlED b rAY (AIHD PIE% AT PORCH P061S) AS SHOYN 640 O.G MAX. PIER SPACING AT VARRIAGEWIAIl .. WE USTAIXE BE1PE01 EOCE OF PER AND ODE OF POACH POST VIA,NOT EXfEID DEPTH OF TIP. PORCH POST LIP. FORM POST .. FLOOR JOIST (51/1) TV. PORCH ROOANG IYP. PORCH FHDORNO PORCH FLOOR JOW frl= PORCH FLOOR JOIST DIM PORCH PERDL:IER BAL DOUBLE PORCH PERTUM AAL (2� 6 N!L t 2 X 6 PT I � 2 -10 "IOC TIP. TIE-000 STRAP RP. ➢E-DOIN STRAPRCH X OTHER DETARS)PORCH FLOOR JOSR (SEE OTHER PETALS) FLOOR JOISTS ER (8' X 8' xt6') (8• X E X 16') .. If X IC WN. PIER PAD--' If X IC EDl PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW EI ' IV. PORCH POST TIP. PORCH POST /�- DISTANCE PERM EDGE OF M PORCH FIOO�tG� TIP. PORCH RCOAtCE/P� 18 90 TOM OF III POST PORCH POOR ,CST PORCH FLOOR JOIST NAY NOT EI®5 1/1• (2) 1 X 6 PT X lf-WIL (2) 2 X 8 PT X If N61.rBRIDGED BETWEEN 2 OEM DbM IE OOR1 SDtAP (SEE OTHER �T PORCH FLOOR JOISTS PORCH FLOOR JOISTS LnNG1TUDTNaL VIEW A2 LDNGIIU)DTNAL. VIEW B2 DETAIL 'A' DETAIL 'B' - 0p1�621221 �t NOTI i�lrrr DARRAPAROWd VOTES: 'O'[IFFO,�T Cy �� APPROVED BY L ADMTOKA1 ILOFJmT6 IEOBED AS IN 01M ABOVE Ng 16• X IC FEA � r IJ •T PADS al 1000 PSF SOL CRACTI) .. • (0.1 .J S 2. LOGLTE MODEM GOER PQ6IETFR JOIST OR NHHN 6 1/2. OF. DID OF IK SEC ^ Dec((13,2006 ] PLTBIETFR ROOM 15 REIAAED W= PORCH AT EACH POST (61' Ot VAX) (y 4, ADDIDOMAL EID=M; OCOIR'FD AS INDICATED ADM U DI R CENUR OF ADDED FBEAR i ((64r QC Aim) i'�% ;, � � t (] w �+ r Q �.•• FMOEMt MwuTAcrIIReD IIUMe mNSRRurnal awa s.FMtr sYANRAcas S SEE ODER DETAILS FOR OWREOM BLO = LDuna6 FC Lpp}D?;✓ �Ft + / \``� _`� L ADDED WEN AT PODOI/F7fIFFDOR WALLMAY mm IN SIX FROM WIN Pam II -HEAR.' ♦ ••• • 1771=JACOBSEN HOMES 7f0 SX iCAC kHt DATE tl-2a-Hi6 REY. LEHiFR DRAVA TITTP AVOITNAL REWSSED PORCH BLOIXWG P.O. Box 366 Ew amIAM. PAW RITTAfL AM 0011IDDON. WaAT AMt�M MMWfA W THE rA Imlats ARE 4116Mam N[ AMe am DRAWD IMBFR Sti-Bt-DDD% ' SAFETY HARBOR. FLORIDA 3695 LjLlIIIu PHONE 813) 726-1136 In CmSEaNO SARI FROY ola[L _ MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS fl Ed � - 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 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 CLUED. FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE , DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE —_ LTTY MAY BE USED IN ANY ORIENTATION SET—UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3` MAIN DRAIN = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING" CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: RIESE SPECIFICATIONS AND ORAWNDS ME p X"" �'' S.A. 6-6-94 ❑❑■❑oRIMNX PROPRETMY, Mo CONFIOENRAL MANUFACTURING DRAWING TITLE: ❑„❑ P.D. BOX 368 MATETNA S OF JACOBSEN INC. MATUMALR ME PROMDED TO THE s SET-UP KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RE6PENT FOR SPECIFIC PURPOSES MD MUST RE KEPT CaAOFARAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-11 -0010 TZ L :jm PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. . THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES c �mm o1: 1N gF.($LrAxon7�u ANI D... AMD.M.T. I VAIC 09-29-08 C/ELDIAI. PWTAR1•. AND CE NTIOD"K GRAVING TITLE _ �: P.O. BOX 368 INC.MAIDILES uOF w�ARE SEN wA�6 - PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 R IypR MR SI4CIBC MFOSES NO W BE DRAWNG NUBM LJLU PHONE (727) 726-1138 XD4CUIDLNDALAID=0FROM OEM SU-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 (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 4alitftPlDC) John C. Do den, PE * 45484 15133 CR 22 - : 9�Aslrtr Goshen, IN 46528 Phone: (574) 825-76%0:, STATE OF 640NAi S 13 ATTACHMENT TO HOST BEAM ATTACHMEIJT 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 BLOCKNG ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 NDS01 NOTES: .. . 1. HOST BEAM NSTALLATO S FOR ON-91 STRUCTURE ATTACHMENT20' WIDE MAX WIND ZOE 2 OR I2•]IPH DIP. B SITES. _ I6• VADE MAX hM ZONE 3 OR 140MPN DR B SITES 2. WN. BRACKET LOAD CAPAQTY FOR VERTICAL TIE -DOWNS IS 24501 WIND ZONE 2. 2MOI VAND ZONE 3 1 WALL FRAMING S 2 X 6 SPF 13 IV OC. 4. 49' O.C. PERIMETER BLOCKING REOLI ED ON HOST BEAM SEE OF HOUSE JACOBSEN HOMES P.BOX 36N EM "In"" or0. I SAFETY HARBOR. FLORIDA 34695 RUNM NO i PHONE (127) 726-1138 . ROT ODFmR ALSO MEETS WINOZONE - a EXPOSURE C 20 PSF ROOF 10 PSF O.L APPROVED BY '1 Ga.Js�.• a Jan 2O,200 N AINC. Slit. G OF FEDERAL UAKWACIURED NOW CONSTRUrn09 AND SAFETY STANDARDS -. r IT[ rrr'j E AM 0R 6 � i 7i D.M.T. wEv ,� 01-10-07 1E71FR M AM 21MIfzR0NNK XDFR YANI oRAlanc ➢ ATT. -TO HOST BEAM L ARE F RINREDO M mArac euuem SU-0I—ODOB ."uriT' m ow ME 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 INSTAL-LED-BEIWE-EN-THE-HOME-AND-THE-WATER-SUPPL-Y. - --- 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. ®mJACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 N071Cffi uuRn or. D.M.T. MM S�FOMTAR1 AIR DR INO O MM pN%WM% AM COMM ORA�IO TRIE MAMaA15 OF 1100M WNFAC11RR0 PLUI RO 91W NAIEIRNS Aa: R100ED 1O DE REOLR RR SU= R ME NO IA67 E DRA M NW�7t loft OAFMM AID YWFf DW ODM 43 SU-11-0001 9 BLOCKING FOR TEMPORARY SET EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT —FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) 0 - BLACK (HOT) 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 AND DRANME ME S.A. 6-6-94 ❑❑■❑ L ROPMDDMS MAq A PRFNM C FAC%IMI. ME, MLS OFUALSJACOBSEN MOME0CTDRME pflAWINC RRF: LIGHT FIXTURE INSTALLATION ❑„❑ P.O. BOX 368 MC 9JDH YATEAMIS ARE PRDNDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA726-11 34695 PHONE (727) 726-1138 15 T C FOR STI A SEDWT Ax0 MOT ff MT CDWTDENIIAI AHD SEDM:T iRW O11MAi ORARING NUMBER: SU-09—�U3D FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I —BEAM HEADER BLOCKING HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA MULTI -WIDE UNITS MAIN I —BEAM BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER HEADER AXLE I MAIN I —BEAM 1 rBLOCKING PIER BLOCKING PIER 1 MAIN I —BEAM — — — _ MATE UNE — — — AXLE MAIN 1—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') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE W JACOBSEN HOMES NOTICE mmwu msA wAsmAm MUM. �TMY' Ab msnDHUL IMTEIMAIS OF OZMSEN MAIIEACTUFM DRAVIN BY: D.M.T. DATE 10-10-08 I¢v. EtT ItlC DRAM �T TEMP. BLOCKING r P.O. BOX 368 M SIDI MATINNS ME RIDUD M THE DRAMIG NUIHR SU-0I-00G9 SAFETY HARBOR, FLORIDA 34695 FEWE T tat 5M RFRO AM MIM EE OHM PHONE (727) 726-1138 a"031®MMZ ETFR0 is 42 TO GROUND #8 BARE C( OUTRIGGER MOBILE HOME SET—UP/ELECTRICAL GROUND 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. —774 my NO. 8 BARE COPPER__�' LAPPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING NDING 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 LICHT 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-'S.A.6-6-Ba �ECY1C pRANXGS ARE ❑❑■❑ um AN MAc k OF JRTARY, Ax9 WOMTIAI. OMM YAIEIAAm JACO;i%Ns SENARE MANUFACTURING TYRIHC DRAWING TITLE: TYPICAL ELECTRICAL GROUND ❑„❑ P.O. BOX we T ARE FxoYAEO TO ra ❑❑❑❑ FLORIDA SAFETY HARBOR, 726-11.8 PHONE (727) 726-1136 T R 9Uys RTCOIAAing SEMT5IM Y5r Y: I¢vi C01610ENnAt kb gOSi IRCY mlar DRAWING NUMBER: SU—D9-DD2D 41 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. ❑❑❑❑ JACOBSEN HOMES NOTICE THESE SPEDFlCATONS AND DRARNGS ARE DRAW! BY: D.M.T. DATE 05-25-06 REV. LETIM _ DRAINING 1171E• - - - ELECTRICAL CROSS —OVER —II—I,❑ ,LL^,JI�, P.O. BOX 368 MATERIALS JACOBSEN �� AND N G SAFETY HARBOR. FLORIDA 95 INC. M M,,� AM PRO, m � �� 09-29-08 ( ) DRAWNG NUMBER: L❑❑ ( ) WFFOR � IPA SU-09-0010 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" WOE FLOOR 33" 53" 73' 93' 113' 133' 160" WIDE FLOOR 30" 48' 66" 85' 103" 121" 184' WIDE FLOOR 26" 42' 58" 74" 90" 107' MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LEIS. NOTE ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4" TYP :2 7' OR 8' 73 .' TYP >< 5Z 30' MAX X X (TYP) a NOMINAL 16X 16' SQUARE PRECAST T CONCRETE FOOTING 1 d' T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REWIRED) CONCRETE NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN: 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS10 PSF D.L.Dl REF. CALCS C (OVA- el f'S 0 Z A4pquuuuAp� NOTES: EH .�� p '�STE '. DAPIA APPROVAL' I. REFER TO 01HER DETALS FOR ADDITIONAL PIER FOOTER SIZES AND ` No RFp'•, APPROVED BY SPACING. 910334 ° •: 2 START 1-BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �a� * = * 'cz OF THE NONE AT EACH I -BEAM, AND MAXDTUM SPACING IN SHOWN THE CHART �• 0Fr = N PINC. ABOVE FOR FULL LENGTH OF HOME- AND MADMUM OPENINGS -D •. STATE P•' �� '•.//V 3. SEE DIM DETAILS FOR PIER REQUIREMENTS �9� A ,'''�stS RDEMLMANUFAGTURED HOME AT MATING LINE OF MULTIPLE WDE HOMES • mxsT �F �QF fYSNLUAR 1'J'JS ON 4. SEE OTHER DETAILS FOR TE-DOYM REQUIREMENTS ?�iol�J dIAR JACOBSEN HOMES 7NE9 A.R. ARE CNMML. PROPPETANP. AID CMACTUR Al rb BY: M.T. DATE 2-8-99 �. LETTER: B IxNAYAING nnr: WTENMLS OF MANARAN:M I 16' x 16• PIER SPADING L� P.O. eox 36e OFFSAFETY HARBOR. 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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: NESE SPECIFICATIONS AND DRAWINS ARE OIONAI. PROPRIETARY, AND CCNHOENRAL MATERIALS OF JACOBSEN MANUFACTURING UKAWN or S.A. nm. 7-20-94 •�• -•- DRAWNG TITTE:. TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 Na SUCH MATERAIS ME PROVIDED TO THE ORAW�NG NUMBER: SU-O7-000Z ❑❑❑❑ C SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECITT PURPOSES AND YIJST BE KEPT CCRFIDEARAL AND SECRET FROM OTHERS 3tl 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. ❑❑❑❑ ❑❑N❑ JACOBSEN HOMES NOTICE: TNESESPEOHCAPONSAND MAWNGSME ORIGINAL. PROPRIETMT. AND COTROENTAL MATERIALS OF JACOBSEN MANUFACTURING vnnnN o.: B.E.M. 2-11-99 DRAWING RILE: MIN. HOME SET HEIGHT ❑„❑ P.O. BOX 36B IMCOI SIMATERIALS ARE PROVI TO THE BRAYING NUMBER: SU-01-0022 ❑❑❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 REOPENT FOR ffEOFc T1AP03S MD KUST BE KEPT CON MTTAL AID SE=T FROM OIIERS 7� 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SOIN) MAXIMUM I-B AM R-SP-ACING 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 g4 SEE NOTE a4 144" WIDE FLOOR-- 33" 53' 73 1/2' 93 1/2' 113 1/2' SEE NOTE q4 160" WIDE FLOOR•• 30" 48 1/2" 66 1/2" 85' 103" SEE NOTE q4 184" WIDE FLOOR-- 1 26 1/2" 1 42 1/2" 58 1/2' 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LEIS 3556 LBS 4444 LEIS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 /4 SUN) 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-- 54 1/2" 86' 117 1/2' SEE NOTE q4 SEE NOTE Q4 SEE NOTE b4 144" WIDE FLOOR-- 46" 73' 100" SEE NOTE q4 SEE NOTE #4 SEE NOTE a4 160" WIDE FLOOR-- 42" 66 1/2" 90 1/2 115" SEE NOTE g4 SEE NOTE g4 184' WIDE FLOOR- 37' 58 1/2" 79, 1/2' 101" SEE NOTE B4 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 ON TES: I, PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: ' .'.j-' .. DAPIA APPROVAL: yEE CRLz5, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL.' •: 44 . rY- 14 • G� ]. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE �."•.vvv - APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM : '�F r�e.e �_ PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS.+'• S+-AI C ec. ;+ i� ' a•' r''. �' OCT 1 4Jn .�gyF�pp {. MAILMAILPIER SPACING 8' FOR UNITS SHIN B' I -BEANS / ID' FOR UNITS WITH 10' OR ., INC. 12' I -BEANS (2/• MAX FROM ENDS). ''" FEDERAL MANUFACTURED HOME rn!QRICTIONANDSAMETYSTMOARLIS JACOBSEN HOMES NOTICE: THESE AND DM11➢IDE ARE N BY: D.M.T. DATE: D9-22-Di REV. LETTER: " P.O. BOX 368 L PROMETAS ORIGINAL PRCPmcrMr, AND car<trcxnu Mn6IRu6 CP JACOBSEN MWVACIURMC INC SUCH MATERIALS ARE PROMOED TO THE DRAWING BTI.E: FAB. 16' k 18 1/2" PI / • ER PAD SPACING LDRAWING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 JTPT RECRINH FOIR SPEM MI AH0Ax0 y�OiEiS1RW1 MSTa( NUMBER: SU-01-0023 MOBILE HOME SET-UP TIFTIOWNS THERE ARE TWO TYPES OF MIND 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 MIND 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 EOUAL 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—PLACEMENTOF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST BE LISIm FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY lNAJUL i ,NC 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. 37 6-6-94 SU-07-0001 20 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT IRS 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: MESS SPECIFTCAOONS ANO ORAINNGG ARE DRAWN BY: S.A. CAE: ��6-6-94 REV. LETTER: DRAWNC 1111E: SHUTTER INSTALLATION ❑❑■❑ORIMNAL ❑"❑ P.O. BOX 368 PROPRIETARY, AND LYJNDOENRAL MATERIALS OF JAMESEN MANUFACTURING WC SUCH MATERIALS ARE PRONGED TO THE _ DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REGPIOIT FOR SWRC PUF60R5 MO MOST R AFPT CDMIOENOAL AND SECRET FROM OTHERS 36 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE X4 SEE NOTE N4 SEE.NOTE X4 SEE NOTE X4 144" V40E FLOOR-- 54" 85' 116 1/2" SEE NOTE N4 SEE NOTE X4 SEE NOTE N4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE X4 SEE NOTE X4 SEE NOTE X4 184" WIDE FLOOR.. 43" 68' 93" 117 1/2' SEE NOTE X4 SEE NOTE X4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2- 101 1/2" SEE NOTE X4 SEE NOTE X4 SEE NOTE N4 SEE NOTE N4 144" WIDE FLOOR-- 54 1/2" 86' 117 1/2- SEE NOTE Xa SEE NOTE X4 SEE NOTE q4 160" WIDE FLOOR-- 49 1/2" 78 1/2" 107" SEE NOTE N4 SEE NOTE X4 SEE NOTE X4 184" WIDE FLOOR-- 43 1/2' 69' 94' 119' SEE NOTE X4 SEE NOTE X4 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 �o e NO TES. PIER SMAY BE USED AS AN ALTERNATETHE CONCRETE EN APPR �,ei rlfr r`� 0 .!c :.......,AF( f'�. DADA APPROVAL' " ///SeE c9cc. PG.I Cc I. FOOTINGSSPECIFIEDIN THECATED JACOBSEN HOLIES SET-UP N MANUAL �pA �, AF0 - T Y ` (f • C�.) N70. : 2 THE PRE-FABRICATEO PIER PADS ARE TO BE NSTALLED M[ THE NAND 'f •: 910334 = PPROVED BY MANUFACTURERS STALLARON NSIRUCLONS MEET PIER CAPACITIES SHOWN ABOVE. 3 ALL DINER REWWEMFNIS ARE TO BE ADHERED 10 AS SPECIFIED IN THE JACOBSEN g .6 ••. STATE (`* 'AZ # HOMES INSTALLATION INSTRUCTIONS y •, �+ " p INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UMTS WIH lO" OR t,�r!` ., D IP I -BEAMS (24' MAIL FROM ENDS). 7r EDERALMANUFACTUREDHOVE ' JACOBSEN HOMES NOTICE: 444P WIESSPEDTTCATWNSAND DRA11NG9ARE BY: D.M.T. DATE: 09-22-01 REV. LETTER DRAWING TIRE: PRE-FAB. 18' % 22' $ 20' PIER PAD SPACING P.O. BOX 368 INV ORONAL. PROPRIETARY. AND CONFUNRAL MATERIALS OF AACO M MANNACTLNwc Oc SUCH MATERIALS_ PAmm TD M - DRAWING NUMBER: SU-01-0024 SAFETY HARBOR. 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T200-I0-fIS HOVd SSS S821d 'IVOIdA,1 HOL4 'vinn0(v101 S301S H10B NO DNVH83AO ,9 V S300131,11 •• HIM SH1alM JIM :31ON "Sal 000'bl 'SBl 000'ZL 'Sal 000'01 'Sal 0008 Sal 0009 Sal 0001, Al13VdV3 83ld 'NIn 41 31ON 33S 41 310N 33S 0 MON 33S 41 31ON 33S .LOL ,S9 ••80013 301M „481 41 31ON 33S 41 310N 33S b1 MON 33S 41 31ON 33S 91L ,bL ••80013 30VA ,09L 41 310N 33S 41 31ON 33S 41 31ON 33S 41 31ON 33S 41 31ON 33S .19 ••80013 30VA •>4L 1,1 31ON 335 41 31ON 33S 0 31ON 33S b1 31ON 33S 41 RON 33S .Z/l 56 ••80013 30LM .OZI (dSd) Om� (dSd) 00R (dSd) OOSZ 1 (dSd) OOOZ (dSd) OOSI (dSd) 0001 Hl GIM (,lllOdddO ON12Id38 �10S) ONIOddS .N11d nf1WIXdn KMi ONIOddS 2J ld MIH-1 HnVIIXVM (NI -OS 94 9 'NIb�i *SONIOVdS 2I21OU3 MEM „ 'a X „t2 'Sal 9LS'Ol 'Sal C106 'Sal LL9L 'Sal 6009 'Sal L09V 'Sal 400f k113VdV3 831d WIN 41 31ON 33S b1 31ON 33S 41 310N 33S „ZOI ,SL Z/L L4 80013 301M ,t9L 41 31ON 33S 41 31ON 33S 0 31ON 33S ,9LI ,99 ,bS ••80013 3aIM 091 41 31ON 33S rot 310N 33S 0 310N 33S 41 310N 33S „Z/L E6 ,Z/I 6S ••80013 301M bL 41 31ON 33S 41 31ON 33S 41 31ON 33S 0 31ON 33S /L OLI WE OL ••80013 301M .OZI (dSd) OOW (dSd) 00W (dSd) OOSZ (dSd) OOOZ (dSd) OOSI (dSd) 0001 H1aIM (,,IIOddd�) ONI2 V38 110S) ONIOddS �Jlld Wf1WIXdn 2iom-j ONIOddS 2I31d Wd38-I vgnnIXdW NI S B G n-f. -NIIK :SONI3VdS EHJ,00,3 H2Id „91E Sz X „9i E GI Is Is J 34 _ i 23 26" X 26" PIER FOOTER SPACINGS* MIN. 676 SQ.INI 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 /a SEE NOTE /4 SEE NOTE /4 SEE NOTE /4 SEE NOTE /4 144' WIDE FLOOR-- 96 1/2- SEE NOTE d4 SEE NOTE d4 SEE NOTE d4 SEE NOTE da SEE NOTE /a I60' WIDE FLOOR-- 87 I/2' SEE NOTE 84 SEE NOTE 14 SEE NOTE d4 SEE NOTE /4 SEE NOTE N4 184' WIDE FLOOR-- 77' 119 1/2' SEE NOTE d4 SEE NOTE /4 SEE NOTE da SEE NOTE N4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,O83 LBS. 16.431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6. OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: ALTERNATE TO THE CONCRETEq/JFOOnNGS BROWd IL 4.. �STE'i11. DAP A APPROVAL PRE -FABRICATED PIER PAD$YA7 BE USED ASAN (4•�2. SPEC6IED W THE JACOBSFN HOLIES SEI-UP MANUAL.NO.G'TVA IHE PPE-iABRItAiED PIER PA05 ARE TO BE NSTALIED PER THE 10gAPPROVED BY YANUFACNRERSWSTALLAIION INSTIAICIION$ ANO MEET THE YINIYUYPIER FEN CAPAORE$ SNOAN ABOVEm�3. ALL OTHER REOUREYENTS ARETO BE ADHERED TO A$ SPEC6IED W THE JACOBSENTA7fHOVE$ WSTALlATION INSTRUCRONSa. YA% PIER SPACWG B' FOR UNITS NfIH 6• I-BEAMS10' FOR UNITS PoM 10' OR�INC. � •• 12• I -BEAM$ (21' YA% FROM ENO$). • nc I f r a r nc JACOBSEN HOMES NOTICE raSESPEanunasA/D014wxcsARE RAMN BY: D.M.T. D 09-22-01 DRAMINC RiL£: PRE-FAB. 26' PIER PAD SPACING - ■ DBDNAL PRO+MET.WT, AND CDIBIXNTYL MARwus a JAOO65O1 YAxIIAONaxO P.O. BOX 36e SAFETY HARBOR, FLORIDA 34695 we sua fuRAfA13 Alit PAP9[D ro nc tt0Yp1 lQ IR�C WbVAS YO w2i R ORANING NUMBER., SU-Ol-0026 PHONE (Bl]) 726-1138 ivI [wRMNA il0 YORE IYOY OMAi 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.INI MAXIMUM I -BEAM PIER SPACING NOTE:—MAX—aER—SPACING-VATH *s M--E—N47E-0 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 126' WIDE FLOOR** 58' 89' 120'sa 120'sa 120'sss 120'm 144° WIDE FLOOR** 50' 76' 103'sss 120'a* 12Tiss* 120'*s* 160' WIDE FLOOR" 45' 69 1/2' 94' 118'0s* 120'sa 120'sss 184' WIDE FLOOR*s 40' 61' f)3' 104's** 120's** 120'sa MIN. PIER CAPACITY 2597 LOS. 3896 LBS. 5794 LB& 6493 LISS. 7792 LB3. 9090 LBS NOTE UNIT WIDTHS WITH a INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (OOIWS MAY BE ROIRlDED) Typm PFR FAAME I ORIENTATION OF BLACK PLACID ,SYMETRICALLY ON PIER PAD G. PG. EO��O� C SU - 19.01 `eov�a°�p`��C .:n NOTES: DARA APPROVAL' 1. PRE—FA&GCAIED PIERS MAY BE USED AS AN AL70MYE TO RE IN JADDISEN HOMES SET—UP MANUAL ° I m SPECIFIED THE ® APPROVED BY L THE PRE-FABfOCATEO PIER PADS Nff TO BE DISFAUID PER THE ® S'j", . (!_ mON INSTALLATION INSTRUCTIONS AND MEET THE MINN Ulf •� MANUFACTURER'S e0 ^ e PIER CAPACITIES SHOWN ABOVE an ®®6t� '• G O 'rr\�oa`• Dec 04.2OD9 INC. 1 ALL OTHER REOUIRDMITS ARE TO BE ADHERED TO AS SPE'LUIED M THE KCOBSEN (3 T'�:�' O SM� V C HOMES INSTALLARCIF DSTRUCRONS BA®V/On,Ai �.'�Q`0Q fsosxu rumirAnuxeo xonE coxsmicnaxao currrsraxums ®o90B91@V060B4a0e� A MAX PIER SPACING 8' FOR UNITS HE B' F-BEAMS / IC FOR UMTS 1R01 10° OR 12' F-BEA11S. (24' MAX FROM ENDS -USE 1/2 THE MAX PER SPACING IF THE PER SPACING IS LESS THAN 48' Or ' JACOBSEN HOMES NOTE`IWN ��1G7�,���,� BY: M.T. DATE 11-23-09 REV. L, D JUIMG TITLE: 17 X 22' PIER SPACING MEMO P.O. BOX 368 ' FROWMARY. AND Cmumum ��'� OF JACOBSEN MA1wiACRAmIe — SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 D1G SwF MATFDAI9 AM HtQsOED 71) THE RFID98R FOR 57371E RW093 DD MUST BE MB'T OOMRDDRNL AM SB7ET FLEA 0005 DRAWNG NUIIBFR: SU-01-0027 24 0 N MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SNP-UNIT-MFJL-TIPLE—WIB -- I �— MATING LINE OF UNITS I SITE INSTALLED 1I EXTERIOR SIDING 1 I {►— MATING LINE OF UNITS SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: SPROPMETAR AND urcAMry nr: S.A. 6-6-94 ❑❑■❑ COGN CONFIRDS TAE PROPRACOBS ANDNUFACENRAL DRAAING RILE: ❑"❑ P.O. BOX MATERIALS DI JACOBSEN ARE NANNFACTURRIG NOEDTO HE FOR EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ FLORIDANAIERIAL9 SAFETY HARBOR, ORI34695 PHONE (727) 726-1138 Ni&ENNT S� patpmAND "T KEPT CDDIRMI amAND 9LQT FROM DRMRs DRAYANG NUMBER: SU-05-0031 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 APPUCATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET-UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO -THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE. SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16' X 51W X 16 GA. STAPLES OR 1' ROOFING NAILS 6' O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTIC& THESE SPEEETCATANS AND DIIAWNGS ARE UNAWN HT: O.A. VAIL 06-06-94 1(LV. ILI I[N: ❑❑ Alm COMIDEHRAG MATERIALS OF JACOBSEN l5 ARE MANUFACTURING DRAMNG TITLE: EXTERIOR SIDING APPLICATION A \ P.O. Box FLORIDA 34695 SAFETY HARBOR, INC. m ATmALs THE Na SUW YAIERMS ARE PRESIDED U iNE T SDmC PRK93 AID MUST E /L-1L DRAINING NUMBER: 726-11 PHONE (727) 726-1138 KFPN wIIEEmuL NTH 30ST FRIH OOETS MIT C IDE SU-05-0030 (09-30-08) 32 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Qi (FOR SIDEWALL OPENINGS SEE NOTE () LOAD SPANS ( SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w to 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. Lv 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 27081bs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q CAPACITY PSF 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. `r 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in a MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 Ibs. 5121 Ibs. 5881 Ihs. 6641 lbs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' n CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq, in. 670 sq. in. CID 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 7D 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. L\2 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 53751bs 6175lbs 6975lbs LOAD SPANS r4 SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ca CAPACITY PSF 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. 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. o 2500 194 s in. q' 247 s in. q' 300 s in. q' 353 s q' In. 406 in. �' 459 sq. in. q co MIN. PIER CAP. 3375lbs 4295lbs 52151bs 613516s 70551bs 7975lbs 20 PSF ROOF NOTES: Mr. 4 L3. Q1 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 111111 ENGI ftOVFlsT414AA� DAPIA APPROVALO OPENINGS WDER THAN 49 INCHES O3 40 OSEE NOTES: . AND UNDER TABLE i. PACE SI-01-OD. nN ���Q`` ..... �'�� 03 roR ALL UNIT MOTHS. USE 177 sq/. PIER FOOTER UNDER SIDEWALL OPENINCS,THAT ` G : ' G\STEgF •�! •4r� •'.• APPROVED BY ARE 49 INCHES TO 96 INCHES VIDE FOR OPENINGS THAT ARE 96 INCHES 10 144 INCHES USE 242 sVn PIER FOOTER UNDER SIDEWALL OPENINGS ; NQ, 47 (MIL 1000 PSF S00. BEARING REDID) 910334 (D FOR PROPER LOAD SPANS. SEE SU-03-0001. (TOAD SPANS' ARE Q&JESPAHS: PIER E �•�NIP sPEOFTCATIO IS ABOVE ASSUME CLFARSPAH OCCURS ON ONE SIDE OF PIER ONLY - IF CIEARSPAN OCCURS ON BOTH SIDES ALAI VALUES LISTED ABOVE FOR EACH CIFARSPAH) '� '. TATE ; W ( �J �. INC. 9O '• • (D CHECK MIN LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR / �� ��i'C ••ND FEDEMMA FACEUEIEB HOME DSNEWSWDAIIDS STE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOB TO DETERMINE THE VALUE. IMA A 41 MAR 0 1 1999 JACOBSEN HOMES NOTEce ' ' B.E.M. DATE 2-6-99 THESE wmicAvaNSAID mAWNIs LETiD P.O. Box 3se �PROPOF a tom ��° ` DEurelc nne PIER EDITOR 9DNC CHART FOR MARR. WALL OPENINGS SAFEPHONE(72,)F726-IIM4695 xa SUCH IumeNs ARE wmnm TO E[ PUT RWOCE0NID1¢LL AN Y0¢T RDMFOR AND �OHM DRAFRM. MADEk SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM n (5) PIER- SPACING SOIL BEARING -PS) CAPACITY Q2 © Q_UIRED-PIER-FOaTER- AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 10DO 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'-0' ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608y) 2000 404 2500 323 13'-4"- WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY Q © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014j) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191IL) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM Q5 PIER SPACING SOIL BEARING PSF CAPACITY 2Q © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 56151) 2000 404 25GO 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0* ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES, Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 907. COMPACTION FOR FILL Q3 ALL FOOTERS TO BE BELOW FROST LINE. Q4 MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. SO ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3' OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. No.R`�a 910334 `. QrnTE OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. DAPIA APPROVAL APP ROVED RY FEDERAL MANUFACTURED HDNIE CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES ,....FI TNEsESPEOBCA8ON5 mArm6AAE ItlP"..._.. M.T. ..... 2-8-99 ,....... m P.O. BOX 368 GRICHAL P"KTMY, AND CRi VAL M 1TCmlSEN YANUFACITNLWC'HT M BRAlWNG TITLE:nYAIFAYLS PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 4101 "TOMS ,� FRO+mm TO ➢Q RFABGR WR S PLgvgS MD YST rs DRAWING NUMBER: PHONE (727) 726-1138 FFPT QxNGFNiIAI Mm Sam FROM OOFi6 S1I-01-0040 26 ------------ EXTERIOR FINISH CLOSE—UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE - < SOFFIT MATERIAL t==_== r FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REOUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, ' NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME. BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THEYSPEWTI IIONS MIT DRA"M ME DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ WMAL. PROPIOETMY. MIT MnIIENIIAL ❑„❑ P.O. BOX 368 MATERIALS M JAMMN YANUFX711MNG INC SUCH WATElA.45 AIR PINTIM iJT MC EXTERIOR FINISH CLOSE-UP ORAWNG NUMBER: SU-05-0020 ❑❑❑❑ SAFEPHONER(727)R. F726-113IDA B4695 KEPT[XINTFMRS°E6 M � �;'O TM 31 SHINGLE INSTALLATION 04� 41 6 ROOF SHEATHING (TYP.) SHINGLE UNDERLAYMENT a FIBERGLASS SHINGLES 4. 0 •Ne. 4n Oro h 'M @p 4r TYPICAL ROOF TRUSSES 16" ON CENTER 1/2" 1/2" 1/2" TO 3" TO 3" 1/2" METAL DRIP EDGE TO 1 1/2" A A TO i"� III it \o \� M�� — — N ao FASTENING DETAIL SEE PAGE RC-19-0002 NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION I. SHINGLES FASTENED W/ MIN. 1' X 3/4' X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. ❑❑❑❑ JAC 0 B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8- X 3/4- X ❑❑�❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P.O. BOX 368, 901 41h ST. NORM 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8- X 3/4• X 18 GA. ❑❑❑❑ SAFETY HARBOR. FEA. 34695 PHONE (813) 726-1138 STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE 1� L SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. © 6-6-94 RFVISIONS- DATE: 12-21-94 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). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEPHC NO CANDE: DRAMNG6 ARE PROPRIETARY, AM) mNnDEwrTALNUMTURING ORC❑❑■❑ MATERIALS OF UO089EN YANUFA urtnm or. S.A. vnm 6-6-94 4 •�- - DRAAiNC IHLE60LUMN SUPPORT SPA ❑„❑ P.O. BOX MC. SLKIS TO THG WG 9101 ARE TO DRAINING NUMBER - Su-03-0001 FLORIDA SAFETY HARBOR, 726-11 34695 PHONE (727) 726-1138. MSWXO R SFECIIS [ HE REOPEN FOR IAA M SECRET I OTT S XFPi C016NDt0AL AVO 40iE1 TROY Ono¢ 30 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,AT-MAY- BE -REPAIRED -PATH -A -FABRIC -TYPE TAPE,—AND-IF-DISLODGED,-IT-MUST--BE-REATTACHED- 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16° X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6' O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES NOTIG� ABLY Nn oOWEE NE MA L PRIP DAMaA. FKOFJACOBY, AND C9KmFNEMI P.O. BOX J68 IND. &Ns a'umaAREEIN YAMIFMLTO NING SAFETY HARBOR, FLORIDA 34695 91 THE EEG 910F 1M%E= NE MAND ro DE FCIEMA.Ai 1OH BE PHONE (727) 726-1138 SEM KM IaPf WFDDINL NO SEGiT Rmll OTERS NUT CCI 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN -- --- - —THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦♦ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ I ♦I I I I I I n ♦♦ ep aW �' ♦♦ I A n s I ® o I 0 n n n. n. COMPLETE SHINGLE ROOF BY i m ADDING FINISHING COURSE(S) "U TO SHINGLES INSTALLED IN i m n THE FACTORY. ALLOW TOP END OF TOP 4 ROW OF SHINGLES TO EXTEND '• 44% ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WDES. (SEE 5 0011 FOR RSHINGLE FASTENING — 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 WIRES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. SET UP NOTES A NOTICE: ❑❑�❑❑ JACOBSEN HOMES TRLSESFEC6ICMETARMNCDRAMRCSMRE c DRIORM4 PRCPPoEMRY, AND NUFACTRTN SU-O`-0001 12 OE ❑'.❑ P.O. BOX 358 WE.E NS AT RIAU A N WNUPM TD NG ME SAFETY HARBOR, FLORIDA 34695 RE TT FOR •� pp IIj51 BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CRUDG4E ND SDET Fri D1 29 S.A. 1 6-6-94 SU-O5-0010