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HomeMy WebLinkAboutSET UP MANUALm m E W �� a c� o lll 0 LL Q u J SET-UP MANUAL JA;OBSEN HOMES 600 PACKARD COURT SCANNED BY St. Lucie County SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 / Y()y- 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. 0: 0 SU-00-0000 REV-07/14 NOTES 56 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.) 1LOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003. & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8- IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ ❑❑■❑ ❑�F❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NDT'D nBs �EO41CA1Nk15 ANO BRAW"a ARE. WMA. PRO WrAm. N CMVDW ,LL MATD4ALS OF JACOBM MANUFACIURNG "�1 �AM "��V� ff MW CQ6BENIIAL AND BEm nm aER4 DRAWN BY: O.A. DATE 11-21-06 REV. LEm3L B (10-08-08) DRAWING TITLE- MANUFACTURED HOME SET-UP DRAWING NUMBER: SU-01-0001 MAIN FRAIff In CAPPED in SOLD LXNOEIE ®DCf Date woo B' X T X 1B' Cam MASOIBY B XXS—�' WTH OPEN CFL.S VERTICAL SEE TABLE I FOR PER FOR SM AND SPACING BgIDICAM (PAM 11) (SEE SU-U FOR 15 X 16 PRECAST PER PAD MAW) SEE NOTE %r' ROM ALL MR MAIDIAV AND PLATE PAD CH STABLE SR MA iROST LINE PER LOCAL CODE REMIRD IRS TE-M STRAPS ATTACED^ 10IBM BEAM COUBDIS DH EACH SECT N TO BE COIO&LT TO A DOL E HEADED AM SEE NOTE DOUBLE 16.ADED a p SEE NOTE 12 DETAIL 'B' DETAILS "A" AND "B" DETAIL 'A' ALLORABE SM Pi NOTES; 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT 1-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' PLUMB PER 3285 STANDARDS. . MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (MEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED —SEE NOTE 12 PIER FROM MEETING THIS, USE POW VUIES VAIN MAX A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) AU M BLE SUE MANG) 5. MINIMUM PIER PAD THICKNESS A. 4' IAN. 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 NOT LESS THAN BY 4.ING M=SIM Y 11 6. ALL FOOTING CONCRETE TO HAVE �11)HOPIEM TREATED COMPRESSIVE STRENGTH. (1c) = 3000 PSI (MIN.) PER CAPPED VTR1 SLLm 7. PLACE 6 MIL POLY ON GROUND PRIOR mom ma (OBI, 4' THIM TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) Ir X If X 16' CLUED NASORMY B. PIERS SUPPORTING THE )-BEAMS HOC6 MITI OPEN CELLS VERTICAL TO BE WITHIN 24' OF BOTH ENDS (SEE NOTE #I FOR MAIL PER HIM AND NO MORE THAN 10' O.C. AD JIM ABOVE) 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE SEE TABLE FOR PIER I -BEAMS TO ALLOW FOR PLUMBING. FOOIER SM AND ELECTRICAL, ETC. SPACING SPUMIDOg 10. FOOTING CONSTRUCTION MUST (PAM 10) COMPLY WITH LOCAL BUILDING CODES. IBM ALL MMBC MATERIAL 11. WOOD SHIMS, WHEN REWIRED ARE TO BE USED IN PAIRS INSTALLED IN AND MCE PAD ON STABLE SOL sF].dE FROM PER LOCAL OPPOSITE DIRECTIONS AND FITTED GOOD NFOl0ElE1DS TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS ENS'•.-f� `®' F � m APPROVED BY 484 � Revisd e' $ Dec e 17, 2008 N INC. ' TE OF �® FEOEP w UFA RED HOME •.�![/� conmwrnox Ano sAFETr srAnonxos o� RAID JACOBSEN HOMES 11Eg SE6 °� e11141�„F"I— 4&T4 AND CO GXS AH AL ......—. _.. O.A. —.._ 09-07-93 — _ /� 1rnE 'B' 'A' w1DS1L5 W NIFAMU UCD®I YANUFACARSR' DETAILS & A P.0 BOX 368 K SI61 wmws AE f-0IVM m THE SAFETY HARBORR, FLOlNDA 34685 PHONE (727) 726-1138 M=ff FM ��k SN= RW= AM HIT H AM �TRm 6m DRAWS NUMBER: SU-01-0p01.1 12-15-08 ( ) AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BEIXEDI CROSS -OVER SUPPLY DISTRIBUTION BOX) / DUCTS SHALL BE MADE PER OM DETARS. 00 CEDNC BOARD --- I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) I SUPPLIED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW JACOBSEN HOMES N0110T DRAIN BY. IA' REY. tll[O TxETE v[onulroxs AND DRAwxcs ARE C.L.Y. 3-21-95 MMUL PRDPRIETARY. AND tONFRLTITMI OPAN4IC R MAIMS OFJACOBSENNA N MFACTUONO 'T�R HANDLER CROSS —OVER P.O. BOX JIB W_ SUCH WATER S An PROMM TO THE SAFETY HARBOR, FLORIDA 34695 REOP TOR S M FMIP= NO M61 a DRAWING NUMBER 9 PHONE (813) 726-1138 IDPT EaNcaM M SEOV rK 011M SU-AC-0100 55 FA 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: I. 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 ❑❑❑❑ ❑❑ ■❑ ❑7V❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETYHONE 727 726-1138 BOR, FLORIDA 95 xONSAM N6E �ErnTanmAf01 autxxrs AM MATE RAIS�JCOBSEN YANUFACNPoNG CMFWflK NC. St101 HATMA S ARE Rt01mm TO THE KEEPT�CMF ERRIL AND g� �I o RER oNAxr BY: D.M.T. DAIb 10-31-01 My. celiac D LII 10-08-0a ( ) DRANING 71IlE: BOTTOM BOARD P-TRAP ACCESS DRARNG NUMBER: SU-15-0010 54 Jacobsen Homes Load at Frame leach 1-Beam location), Perimeter (slderea0 area], and Mating Una tar Romem Requiring Perimeter Supports [in Pounds) - ALL ININOZONES, ALL EXPOSURES, ARM ALL FLOOR SYSTEMS (JOIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width O ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating tine 2164 26M 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8ft. Frame Z520 2920 3320 Perimeter 24M 2844 3294 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row( Mating tine 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if suppart spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pler Placement Cal 0- 4 C_e F.dral iY,mtefacOW ed M s5 Note I,,.-'r:vctirul Perimeter not shown for clarity (do not cut out) Added support above Pier Recessed Pier 1. As an alternate to placing the perimeter pier directly underthe perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set backis measured from the outer edge of the floor system to the vertical face of the pier. 3. This data it may be a pplied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL wincizones and exposures. 4. Also refer to SU-01-GO05, SU-01-0005.1, and SU-01-0005.2 5. Refer to of h er details for pier and pad sizing requirements. 6. Th is detail may be applied to EXTERIOR WALL APPLICATIONS ON LY. 3 ;'��• ,QrvW ERFd 4O y No. PE70505134 p STATE OF ;•� :OAF •• �!1'DIAN?•'V���� rr�VTrssr rOINIA�tt°o\`� SU-01-0001.2 15/6/2014 1 CL u J i-fd: Y:11 e.'3gpi?CGgpj `r Jacobsen Homes Footing Capacities a lni v 16 in. (single each( plea l6m. v l6 in. (double stack( pier Soil Minimum Minimum aearme un.emfrmee unremrrr[ea Ca pa[iciry booting pOOt'^fire Moslem. Pooling cm, -in ,are Maximum footing Jn-place anti Ipc^ Sloe sin.) Area iin.l Ot'vioty(der.) minimum Capacity jibs. m thickness pra) thickness lin.i 16x 16 I56 11600 6 Limes 6 20 a 20 an. 2'. 6 2.60 s 6 d 24.24 576 3,700 6 3,700 6 O O 30a30 900 S,f00 8 5,300 6 O M 36a36 3,296 rights 30 8,100 g 4L 42 I,J64 lal wer to 10,700 10 4Bv48 2.300 I3,100 we. 12 13,600 30 16.16 256 2,500 6 2,SW 6 20.2. 400 4,000 6 4,000 6 d24x24 576 town 8 5,]00 6 O O 30v30 900 all 30 819W a � 36.36 1,296 12.401) roar 10 12,600 9 42v42 1,764 16.500 war 4 1E 161800 IO 48v48 213" 21.M max, 4 14 21.600 12 It. 16 256 3.400 fi 91400 6 20x20 400 5,300 6 5,300 6 on 4 O 24x24 576 7,600 8 7j00 6 O O 30v30 Y00 11,700 30 31,9]0 8 � 36v36 1,296 16,700 wern. 15 36,900 l0 42x42 1,764 21,700 ne. a 18 3;700 If 16 x16 256 4,300 5 4,300 6 d20x 20 400 6,700 6 6700 6 O O 24x24 576 %boa =r 3 9,700 6 N N 30.M 9a0 14,000 Inw. to IS,PoO 3 36x36 1,296 20,760 ll 21,400 x 10 16.16 Me 5,200 6 Si 6 20x20 400 8200 nor. a 8 8,100 6 24x E0 5]fi 11,SM 10 11.JW 6 sJ O �1 tri 30xad 900 I7,1100 xr 12 18,1W x.r. 8 36.36 1,296 25.40a 14 25,9W mr. . 20 W Ita16 Me 7,000 6 7,000 6 airr �' all 400 10.000 x g 10,900 6 O 24x24 576 35,500 x 30 15,600 a el / 30x30 go23,300 33 1 24.200 20 1. the forting sizes shown are for square pads and are based an the area (in a), shear and bending required for the loads shown. Other onfigural such as local or circular achiever per, can be used, proWde] Tice area and depth is equal or greeter than the area and depth of square footing shown in the table, and the distance from the edge of me pier to the edge of the fc°Ong is not less than :he thickness of the rooting. 2. Tli"in,ast-in-placevalues nbeusedfrr4 in.umemforcedprecastmneretefoobngs. 3. ➢'e opacity values listed have been redradby the dead ,ond°fthe concrete forting.. 4. Concrete block piers must not exceed their design capacity offs llbs. brSin. x 16 in. single stack block and l5.P.lbs. f°rl6ii. deck stack block. S. > cais'retl professional engine registered architect shall prepare Me design, if the load exceeds the capandi'orsmile or double stark crn[rom block piers mvm io footnote 4. 6 On the frame (I-beam) a single stack block peer shale net fol 36' high (we forever 4 for in...nnet aad,,1y) and a double stack block lee inter)°cketl Itoc'ssshall not exceed 67"high (see footnote 4for maximum capadyi. When installed along the perimeter or the hng line inglestark fork pier ilia l not tinned 54'm heare free footnote Ifor maimvm ca0aciofj Any piers that locoed the was specified it the footnote shall he designed by a registered professional engineer are registered archtect 7. Poured (act-n-piace7 or precast concrete footings are appropriate for all soil types. AB5 plastic foc ings(limit shall only be used in ardanre with the pad marreco urn''s m4mcC°ns and most be arched to, violin he and closihanon at me she, reed and fabled for me,... red lead api 4 SU-01-0001.3 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, R.ORIDA 3"95 PHONE (727) 726-1138 NOTICE THESE 6PERICATKI S AND DRAMM ARE {Ap A91AR, PROPRIETARY. AND 0114MO 11AL YA70lll5 M Alli 9AIWAL09m20 HG 91019AIDWS ARE Ill TO 7K RM11W RA SIM FLEW AID WM E qPl PABmmIM AID SEOET FM RM 53 M.T. DRYER VENTING SU-15-0004 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTc'.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE 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 NOTICE: UKAM BY: uA¢: rccv. ltl ¢rc: ❑❑❑❑ JACOBSEN HOMES THESE SPECIRCATIONS AND DRAWNGS ME S.A. 6-6-94 ❑❑■❑ MUNN, PROPRIETARY, AND CONFIDENRAI DRAPANC TITLE: ❑1.,❑ P.O. BOX 368 MATERMLS OF JACOBSEN MANUFACTURING INC. SUCH MATAIAL ARE PROWED TO THE - DOWN DRAFT RANG"VENTING SAFETY HARBOR, FLORIDA 34695 REDPENT FOR SPECFC Pumas AND MUST BE DRAWNG NUMBER:❑❑❑❑ PHONE (727) 726-1138 KEPT COrnMnk AND SECRET ♦RN OEM SD- 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 %DES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH [—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 NOES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTIONS) 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 RELEVEUNG MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES 165E SPBk1CA1NI0ONTS1 D.DRAWINGSARE DRAWN BY. O.A.DATE 06-06-94 LEM, ❑❑. P.O. BOX 368 OMCINAL, PRDPPoETARY, AND COFFIDENWAL MATEMALS OF JACOBSEN MANUFACTURING DRAWING TIRE: MOBILE HOME SET—UP n ❑„❑ EE NCH M � 2 /H` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PURPOSES THE MDT CONFUMDAL AND SECET FROM OTIWAS DRANiNG NUYBER: SU-01 0009 (09-30-08) 5 5 SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 � --SEE NOTE #2 NOTE #i NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7� SEE NOTE #6 4 2 1 5 5 3 SEE I NOTE.#2 I �— SEE NOTE #4 —� NOTE #1 \—NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: iESESPECIFICKDONSAND DRAMINCSARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING ORIGINAL PROPRIETARY, AND CONBUENOAL MATERIALS OF JACOBSEN MANUFACTURING �Ellt P.O. BOX 36B INC. SUCH MATERIALS ARE PROVOM TO THE DRAWNG NUMBER: SD—DI—GDD3 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR So C PURPOSES AND 09 BE OUT CONFIDENTIAL AND SECRET MOM OTHERS 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 DRAINy PIPE AND ELBOW (1/4° PER FOOT MIN. SLOPE) TYP. WATER HEATER V V PRESSURE AND TEMPERATURE RELIEF UNE II TYP FLOOR SYSTEM II II II I I �� II PIPE TO BE SUPPORTED 4'-0" O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED P. 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 NB Arm NurnBcs AIE TNEg SPECBCANOTICERO M.T. 03-08-07 ❑❑■❑ORIMAL, P.O. BOX 368 PRMRT�• Alm CmMIDENDAL MATERIALS OF JACOBSEN MANUFAGRECNG DRAWING TITLE W/H PAN DRAIN D u ❑„❑ NC. SUCH MATERIALS ARE PROVIDED 10 THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MWINT FOR SCUM FC80SIS AND MIb7 BE KEPT CCiOBIBAL ACID WOET FROM OIHDM DRAWNG NUMBER: SU-1 S-0003 51 6 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. - 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. uSTALLED DUCT iT BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ NOTICE: UNAWN tli: UAIC JACOBSEN HOMES NLv, u[no THESE SPECIFlCARONS AND DRAWINGS ARE R.R. O1-21-00 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CDNFlDENRAL DRAWING TITLE: ❑„❑ MM P.O. BOX 368 W RUCRMATERIAJSBSEN ME ROMEDC TURINO STO THE ELECT. CLOTSU-15-000iHES DRYER VENTING /H\ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES AND 09 BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CDNFIDENTIAL AND SECRET FROM OTHERS 50 SEE NOTE #7 SEE NOTE #6 (2) 1 3 'Y I NOTE #5 SEE N0� SEE NOTE #2 f r SEE NOTE #4 NOTE #5 �' I NOTE #1 1 SEE NOTE 3 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL '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 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEOFlC NOTICE: AND DRAWINGS ARE DRAWN BY. S.A. DATE: 6-6-94 REKLE ER: ❑❑■❑ ❑„❑ P.O. BOX 368 DWGINAL PROPRIETARY, AND CONFlDENRAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEM JS ARE PRONOED TO THE DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SD-01-0004 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - REOPRNT FOR SP Me PURPOSES AND MIAs BE KEPT C DENTAL AND SEMI FROM OTHERS 7 AOWL REi ID PERIMETER BLOCKING - ALL FLOOR WIDTHS 1111119 mADWINW R IN ADDITION TO OTHER EInOONB REALAMED DM THIS MANUAL -ALL rimem WENTPJ AND ART WREE!F1 I� Mri Nil RIV MMMMMI �I TYP. E0 MAMS ON DDIENVALL OR MAIIRIASE WAIL. HOST BEAM NOTE F IEtER SLUNG RECIMED ATV O.C. LIAIC RM TO S "1-0006 ANY IHZE TM ANDADR SHOWED AT IWOMALL OR MARRUEE WALL LOUDER FA CH SIDE OF ALL EXTERIOR DMMS LOCATED ON WIOEWAl" 2 OR MORE 461/Y MOM REFRG P®AO REBOUNDED AT EACH OYU AND ETWEiN EACH OPENING RECESSED AREAS REWRE PUS SPAM) 64. CIZ MAX (16. OR LESS N DEPTH) EACH END OF RECH AREAS RECESSED ALAS n/5uE RAY REM PIERS SPACED 5C 0.C. WAX THEN ALSO APPLIES TO ALL UWWALL BAY WINOOWS LIM1I11111 WPPORTEO BY A FRAME MEN ER GAMOISN TUB AT WIDEIVALL OR MARRIAGE WALL . 64. O.C. MAX . CABINETS ALONG SmEWALL OR MARRIAFE WALL (APPDES TO BATH CABINETS W OR GREATER N MICE) 1 (SAME BLOCKING WAY It USTD FUR MULDRE 161/Y 111M) j I •� fiPECIAL HLDERING NDTE FOR 15--4. O0417 WIDE WOES FLOOR SELT1ON9 ONLYI PFJME1fA MOOONG 15 ROM (MARRIAGE AND WEIINLS) 9w ON CEDER MAX SPACING DARA APPROVAL• NOTE LF141 FLOOR SMEM R9 (WALL 10 MEVN1 OR MAREADE WAIL) KIM M 19M PWfmM El= IDLy N[REi: Q� V I8fi D I. FOR TIE AO nma mwwG imm AS NDLATm ABBE usE IC 116- PEA PADS WL � a 2.LMIE LOOK CEDER PSIUM AST DR WIIN r OF THE END Q W 00 MIDI AT iC = MADOl � O 3 DELO N PETS ARE INOEO ADN 10 ANY ODER REM PEAS AIM MATING TEE aC IL MAR 20 2014 04 4. FSKIER MOOOIG IS MOD UNDER 1AE RDOAS WEIIACE A YEORM) W O.C. MAIL Fmenl MNmPa�+rd m 5 IiAs USED FOR RTOILIFR SUPPORT Must BE NSTAIIFD WIN THE IDIG OB9W PAAAWL ID THE F90flFA RAL Q � v L MEN POKU LiDOO1G IS RAM ANY MATING LINE OPEN SPAN WATER THAN TO, NEST HAVE NIBNEDHE PETS & PLM AT MAX W &C. EADPT 184- WE FUS, 91 SPEQIL NOTE 0 •. RER TO 9.1-0-MMI AM 91-N-DNR2 FOR 2N DLDt sox JACOBSEN HOMES ROTID6 TOM SPODFIC 01D6 AND mums An DRAIN B1F. O.A. GATE 4—T2-00 REv' tE7TEx El P.O. BOX 368 W VIA= PRtMMrnfi. Arm mFWITVI WAI" OF AADOBSEM UAIMAcnnelG DRAINING TILE ADDITIONAL BLOCKING [71PHONE SAFETY HARBOR, FLORIDA 34695 Mr.AIN GMATORMS AM RONDO 10 THE RRi51TR19E00 RIFOZ AND WSI BE DRAMNi NU R (813) 726-1138 APT mfDODML AID EDET PROM OHMS SU-01-0005 (D3-19-14) MOBILE HOME SET—UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) D N B) C) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE- AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON B) C) FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE- AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON CONNECTING EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET �94. 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 SPLICING WIDTH ON EACH. WIDTH ON EACH JACKET. CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE Fitting or Coupling Band Clomp A) B) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP-- AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. NOT TO EXCEED 4 IN. W.G.) 1- - 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 A) PULL BACK JACKET AND INSULATION A) — BUTT TWO CORES TOGETHER ON A SIX (FOR LOW, MEDIUM M5 B) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED N C) 1 1/2 INCHES. APPLY DUCT TAPE- AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING D) EACH. PLACE CLAMP-- AROUND TAPE AND PLASTIC CLAMPS-- CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET MEME 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 TUCK #92T, ARNO QC520, POLYKEN #222, OR NASHUA A357. OF TYPE SHUFORD #PC622, •- 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 SPEQOCANOA$ AND DRADNDB ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑"❑ ❑❑❑❑ P.O. BOX ORI SAFETY HARBOR, F726-11 34695 PHONE (727) 726-1138 DRIGINAI. PROPRIETARY, AND UFACT IIALRING NC, SJOIN AT JACOBSEN MANUFACTURING TO NE OSES MID U NE INC. SUCH R SPE C PURPOSES Nu9 BE KEPT CD FOR RAL AN SECRET FROM KEPT CONfIDENPAL AND fftAEi FRDY DINERS pRAVANC PILE MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: SU_13_0010 MOBILE HOME SET-UP •AL E•A 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" FITIING(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 11GHT 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-J FlTTNG AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR (MR CONDITIONS UNIT RETURN DUCTS. 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. JACOBSEN HOMES NOTICE.` THEM SPE0RCMIONSAND DRAMINGSARE UNNmr or. O.A. unit 06-06-94 O❑❑:❑❑ ORIGINAL. PROPRIETARY, AND C@6IDENDAL OF JACOBSEN MANUFACTURING DRAWNG TIRE: WIDE A.C. CONNECTIONS / ❑„❑ P.O. BOX 366 INC.MATERIALS SUCH MAIENALS ARE PROVIDED TO THE DOUBLE ,H\ ❑❑❑❑ SAFETY HARBOR,) FLORIDA 34695 PHONE 727 726-1138 MWEEIR FOR S'EOFIC PANG AM MI M IDPT CMEMENT . AM S:f 'TOR ROM O11FRS DRAING NUMBER: SU-13-0001 09-30-08 ) (APPLICABLE TO ALL IMPERIAL AND DtLORO COTTAGES OTH 18C FLOOR ODTHS-SEE FL-01-DD042) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD UIN. I1000 PSF SOIL 150D PSF SOIL 1000 PSF SOIL SIDEWALLSNATELINE WALL 48 /24" 64"/40 64"/48 MAX LOAD INCLUDING PIER AND F007ER 1778# 2667# 2950# EIVS� pF�, Im i STAYS 0%40R1 10 Pg C-FL- 89.01 - 89.03 APPROVED BY May 07,2009 ffN r1m.. hw�kl!o "one tlmST11UNONAND WEIYSTANDARDS mr-=g JA0OB9EN HOMES PTERSP[� M6 Y)p OY� DATE Ky IE"M 14 P•aFRcrA•x �' II I�•T, 03-02-09 P.m eox 368 '� 4 AMUF PER. BL00(ING REOLIREUENIS SAFETY HARBOR, FLORIDA 34696 My EYO[tlo�c s IL°s+■ SU_01-0005.1 PHONE (727) 726-1138 m7' adyD 4 AIPsan Duns IG EA 48 y PERIMETER BLOCKING FOR 150" [13'-4"] FLOOR WIOTHS USING 2xG FLOOR SYSTEMS [19.211 SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] B4" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE-FABPoGTED PIER PADS MAY 6E USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2 THE PRE -FABRICATED PIER PADS ARE TO SE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES 410YM ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPEC IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 1 1 y' W '9 o 2014 MAR 19 O O a Federal Mmufecw Home C Q ley ds d SalSumdStungazn 17=JACOBSEN HOMES 77 mmwmS6ANDOTaAwmAwcsAm °RAC •YOUNG DATE' 11-18-2011 LEnER` ORIGINAL PROFRIEEAlf, AND CM6nD0ML MATERIALS OF=OBSEN DRAWNG BILE: P.O. BDI( 368 MANUFACTURING NC. EVEN MATDMLS AREPROYDm TO THE PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 3A695 R]AFFIN FOR FM RIFM NO MIST BE DRAMING NUMBER: PHONE (813) 726-1138 Ear mMmDtau NO SfDaT FREE CITHM $U-01-0005.2 03-19-2014 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED .ATINSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER ONES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' R 1' K 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: DRAWN 6T: VAR; NCN. LE ncN: Mla❑❑❑� JACOBSEN HOMES 1HE6ES PROPRIETARY, AND C.L.Y. 10-23-95 ❑❑■❑ MATERIALS PROPRIETARY, ANDNUFACTNPA DRAWING TITLE: P.O. BOX 368 NC. SUCH OF MATERJACOIALS AESEN ROMEDCM THEING WATER CROSS -OVER A 0111W❑NC. SUCH YAIERIAIS AREOSES AND U THE SAFETY HARBOR, FLORIDAF 26-11 34696 KEPT CO FOR 6°ECIDN PURPOSES OM MUST E DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 IQPi WNRDENPAL AND ECREi fAOY 0R2R$. SU-1I-0020 10 47 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED / / (1) FIXTURE DRAIN W.C. DROP / / 2• 3' / D O / / /O 2' ALT. VENTED W.C. 3' / TYPICAL Op / 2" DROP / / INDICATES BOTTOM / J / 3" OF HOME / 12" / �1 1/2' DRY VENT 701 (SEE ALT. FOR UNVENTEO / OPT. WET VENT W.C. DROP // CONNECTION) 1 1/2' 3 / O/ 3. D 3" TO ON SITE DRAIN CONNECTION 1 / MINIMUM SLOPE /j 1/8" PER FT. / IR WITH CLEAN -OUT / I/4" PER FT. WITHOUT CLEAN -OUT 7 I INSTALL FULL SIZE 2' _— CLEAN -OUT IF SLOPE 2" O IS BETWEEN 1/8" k 1/4' PER FOOT USE O IF CLEAN - TYPICAL OUT IS NOT NEEDED 1 1/2' DROP 1 1/2" FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y h 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y h 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) O VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4' DROP FROM / WATER HEATER / / 3/4' DROP SECTION / 3/4' ELL / ,,,,-3/4' THREADED INLET / / 3/4' TEE AND FRESH WATER INLET FOR NOTE' 3/4" THREADED 3/4' ELL SINGLE WIDFS AND Mill T - THE TWO EXAMPLES SHOWN ARE INLET - FIELD INSTALLED WOES WITH PIUMBIN[ IN TYPICAL FOR MOST MODELS. ONE SECTION ONI Y SOME MODELS DEPENDING 3/4" CROSS-OHERS ON THE PLUMBING LAYOUT FRESH WATFR INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDFS OF BOTH OF THE EXAMPLES WITH SHOWN. PLUMBING I� N MORE TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ TJ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS ANDDRAWNGSME DOGNAI PROPRIETARY, AND CONROENBAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE RECIPIENT FOR SPECTIC PURPOSES AND MUST BE KEPT CONRDENPAL AND SECRET MOM OTHERS UKANN UT: S.A. JAIL: 6-6-94 NLV. ULI ILK: DRAWNG TITLE: DRAIN SET-UP DRAWING NUMBER: SU-11-0005 46 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM \ FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL h� FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT \ THE MARRIAGE LINE) JACOBSEN HOMES NOTIORt R16EwEdTG1xNSmwoum1GSAm OR111AN 67: M.T. GATE 05-20-06 REV. LETTER: �� P.D. 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MIlxid H3NOd Mau' 'dAl FDtpd `� 0NlMnHJLOd 'dLL 1SKIf um7011t . DNR1D01f NDFDd 1 S . / (jJl S)151R' IIWIf j Md HMU •dkL 1SOd HOdDd'd(L J HI diO a33Dx3ION AYN ISOd HM iD 3D03 w aid jD 3303 t03 a39 37NYi50 ,LWI TIVMMYRWR !v 9NgvdS a3a -AYN 70 J9 Sy (SL 9M M) I NN;ii vatXfN atiHiO 7�xr11.70oms1.9 SaidSa3d 310IV Si13N /�IIN39i 03001 S3Q10 aid, I —Tin Mxd3IX3 um IIY39-1 mom �—Tin a�31x3 TM H380d 03SS3338 'dkL l� 1501 f0b0d I(" A1173N0 NA 103a Isu MDT! IA 9 YZ MM OR AIM A PLIO 3SI1 i(YIt . SH N t33N9031 OMM 0L N30 M H 9 ONOf1010 90 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 IN ❑❑�❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 3"95 ❑❑ PHONE (727) 726-1138 NOTICE: DRAWN BY: DATE MiM SPEMCATIONS AM DRAYINGS ARE D.M.T. 09-29-08 0D@IA4 FROPRF'MRY, AND C0H61 Im DRAWING TITLE: YA7MALS OF JACOM MANUFACIURDIG Nc SUCH MATERALS ARE PROMM m THE PLUMBING TEST RXPQN FOR PM FIA804S HID M BE DRAWING NUMBER nR CCmDTK ANDSEDUFM OHM SU-11-0002 44 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 John C. Doeden. PE 15133 CR 22 Goshen, IN 46528 Phone: (574) 825- (fff *� q/tblut 4Ei404 •" v: 9 t STATE OF :•ACt 13 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 ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 NDS01 ALSO MEETS I. MINDZONE-N EWOSURE C 20 PSF ROOF NO - - s_71j. LJL7F 'ss L HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTAUNENI: "i?~' }r1 C.�l�e�i APPROVED BY 20' mDE MAX WUN ZONE 2 OR 12)MPH EV. B SITES, £ �} C .) ` ON 16' WNE MAX WPM ZONE 3 OR 14OMPH EXP. B SITES 4161TA; Jan 20,200 2. MIN. BRACKET LOAD CAPAOTT FOR VERTICAL TIE -DOWNS ISIN24501 NPN ZONE 2. 2Mj MUD ZONE 3 ,•r_OF FEDERAL nAu EAntn ED xoeE 3. WALL FRAMING IS 2 X 6 SPF /3 16' O.C. p ¢ FA T r CONSTRUCTION AROSAFETY STANDARDS 4. 49' O.C. PERIMETER BLOCKVG REOLMED ON HOST BEAM SIDE OF HOUSE l,�ep,'•:OF �.r\'��S'� JACOBSEN HOMES mm YEDImAmaA OR=& PIRMIARY. P.O.fioz S68 ,FSAFETY HARBOR, FLORIDA 34695 whuu v t c SDw YAxwN.s AN Hapf NI9mCN PHONE (727) 726-t138 . ATPT CCFEp1 m w 9 14 D.M.T. I 01-1 ATT. TO HOST BEAM I — j.•j1�13Q1,1 11'1 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. 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. O❑❑❑ JACOBSEN HOMES NOTICE THESE SPE(91 R!17AR AM DRAMINDS AM DATMA f LS OF IWARY, AND COBSEN UFAC11 n G E1114PrEl P.O. HARBOR, ORI NG 9.IDI W1TIdN5 ARE PROVIDIMAND W THE ❑❑❑❑ SAFETY ONE (27) 726-1138DA �95 KEPT CW RInk AND FROM OHM 43 D.M.T. uA>E: 3-22-95 PLUMB. CON. k GAS TEST A SU-11-0001 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 WTH 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. �+ NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECDCATIONSAND DRAINOSME S.A. 6-6-94 000F] OR MNAI, PROPRIETMY, AND CONFIDENTIAL DRAWNG TITLE: ❑,I❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ME PROVIDED TO THE LIGHT FIXTURE INSTALLATION SAFETY HARBOR, FLORIDA 34695 RENT FOR SPEOHC PURPOSES AND MAST BE DRAWNG NUMBER: ❑❑❑❑ PHONE (727) 726-TT3B KEPT CONFlOENW& AND SECRET ROM OTHERS SU-09-0030 42 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ 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 [-BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN 1-8EAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT.THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184'1 WDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE W LL JACOBSEN HOMES ,IWSE SF,,RG,IQRTlQAND WDL.. ARE v"wN ur D.M.T. I DAIt 10-10-08 LLIIHN: UMMAL, PRDP9ETARY, AND CtWZBNRX DRANTNG TITLE: mo YAT ERUIS OF JACOBSEN MANUFACTURINGP.O. BOX 368 IND. SDa MATFSMS ua PROVIDED TW NNEMP. L CKING SAFETY HONERBOR,( 27 726-1FLORID138 95 KIPTRDWOMFUN A M � FROM AIID D pRANING NUMBER: ( ) SU-GI-0009 15 WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER' LAPPROVED 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: NESESPECIDCARONSAND DRAWINGSME ORIGINAL, PROPRIETMY, AND CONI'DENMkI. MANUFACTURING MANUFA DRAWN BY: S.A. UAIB; 6-6-94 rccr. �Imn: _ DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JAC MESEN ROYDE TO ME INC. STICN MATERIALS ME ME TYPICAL ELECTRICAL. GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-1138 REOFITM FOR SPEOFIC PURPOSES NO MUST BE KEPI CONTIDENDAE AND SECRET MOM OTNERS 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. NOTS'l DRAYN BY: DATE REV. LETIER: ❑❑❑O JACOBSEN HOMES THESE SPECIFiCARa5 AH1 DRAWINGS NWIRE D.M.T. OS-2S-O6 �■ OM(ATNAd. PROPRE'rARY, AAT CONFlDFNIIAL DRAWING TITLE YATFAIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 ELECTRICAL CROSS -OVER „❑ NG SUCH wTETM15 ARE PR0IUFO TO1M SAFETY HARBOR. FLORIDA 34695 IEp4NT FOR WEac gllang5 AIB l m DRAWING NUMBER ❑❑❑❑ PHONE (813) 726-1138 KEPT mfnENIIAL AND SECRET FROM OHM SU-G9-GG1 D (G9-29-G8) 40 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" WIDE FLOOR 30" 48" 66" 85" 103' 121" 184" WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE 17" REQUIREMENTS 7E 4"TVP OR 8" T Tm 30' MAX x (TYP) X X Q •1 NOMINAL 16" X 16" SQUARE PRECAST 00 r CONCRETE FOOTING dam- 16"EACH SIDE 4 X 8 X 8 SOLD 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES 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. C i-yA- U 1 �rl•S o2 T�TqunuHnpAA NOTES: EN(OW v XC q�� DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND ; Q4! No. FO •., APPROVED BY SPACINGS, 910334 •: 2 START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �a� ON OF THE HOME AT EACH 1-BEAM, AND MAMMUM SPACING SHOWN IN THE CHART PINC. ABOVE FOR FULLLENGTH of HOME o STATE OF .= 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS EMENTS AND MAOPENINGS '• AE, p: �� A FEDERAL MANUFACNREO AT MATING ONE OF MULTIPLE WOE HOMES. 4. SEE OTHER DETAILS FOR TIE-DO%N REOUIREMENTS .• ���ss HOME DDNST MQnSAFETY,S1AyOARD6 ?,AID JACOBSEN HOMES THESE SPEeTp➢OrES`AN ORAINAAM NN BY: MT DATE 2-8A811-{{9LL91111 R�1�YJ����YT1ER �� P.O. BOX 368 O lm" PROPRIETARY. AND CDIITODTIAL �T�� T �DEI) TO THE DRAWING TInL- 16" x 16' PIER SPACING D u LbMSAFETY HARBOR, ,FLORID 34695 REMINT l SPECIFIC Hm FLOW IROII �=1BE DRAWING HWBFR SU-01-0020 17 ALTERNATEm�nMAIN BEAM PIERS (fr x v IT (Op1 yuE� TARP00 (BUT MIRED)kip l Ifni n* f -, X A 'enam IT mum larm (SIX km j5) . "D®FO ® X 11#TM16EN � AS I BTDO 5 SINGLE STACK BLOCK PIER *1,cErVsF oF;plott AR To No 45484 D m >A� (PAR M STArrE��F VE ("F per. (fAO(FRA�IET-ffAl��m $ma \ m° PIER CAPPED tTH CdNRLTE� TREATED LUND (SEEzsm NOTE 15) Ti X e X IC 12LLm VASdm. B1003 om OEN CELLS 1TQ(TTCAL DOUBLE STACK BLOCK PIER 160 A CAPACITY (SEE k01E I(A 12) r X t X Id HGLO* C*CRETE BLOCK IS STI* HN�j�TAL 01 THE TOP TO THE B01((y 6 DE PER )PT DICEFD f ff. X D' E Te H" CAC EE BOODS AM gi* "AL OTSEA R4 In TOP TO THE 0011W OF THE PER 0 401 EXCEED Iff. FLOOR WIDTH MAX. MAXIMUM I -BEE PIER SPACING (COINVULED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144 *DE FLOOR 2428 LBS 34BB LBS 45M LBS 56M LBS. IW TIDE FLOOR 2661 LBS. 3838 IBIS 501E LBS, 6191 LBS. 184' *DE FLOOR 2961 LBS 428E LBS. 5615 L&5. 6941 LBS. PIER LOADS INCLUDE WIG HT OF PIER UP TO 2300 — AM UOFEKLHNUx WILq PILK MLEE l D w.LAIM NOTEt UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH' SIDES YAW* RED CALLS (CHECK PER PAD LOAD CAPA071ES BASED ON SOUL BEARING PST) L XSDI-01-OOtO FOR PIER SPAOFic jjIIEN USG 1C X le PER PA05 (lot( Us4G le K fe EaAL�A( PADS OTHER THAN E THEY yUST BE LISTED AO WtidlEp ro EXCEED 0( BE z #0 09NG PER PADS MY MUST BE LISTED ! CERTIFIED TO DUO OR EQUAL YA PER CAPAMx A START SP 01(G 9T0* PIER k BE �ARY ABTROY XF6RFI END OF aFNdJ€. AT EACH T-EAU Aid VA�1 4. ANY PIER HEIGHTS AwjE 6Y VUST BE DESSkp BY A P.E. QT ATK70TECt 5. �CAPS yVUSST BE SAFE LENGTH AID )MOTH AS DE PIERS ON #UM BEY SM. 1I 6. SE TISi9 PIATE NANY �GTHAN 1I I/fAOR 2 OR 4 +10E 4*11 +'� E BLOCK VAY IT 20 PSF ROOF 10 PST D.L. APPROVED BY Revised IN Oct 17,2008 INC. FEDEM MAHUMMMED HOME CONSTPUCTIOHMD WIWSTAH OM JACJOBSIEN HOMED HRsicsn" u " -.-" - QA, 2-8-99 - 0 Dow Luou .O. BOX 3m'yp� °' ALT. MAIN BEAM PIERS B SAFETY HAARBOR, FUMDA 34695 �Bgm E G DE (G N ER PHONE (727) 726-1f3B WEPT soar ►oR SU-01-0021 (10-08-OB) 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 —j BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS —OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT I NEUTRAL GROUND 150 2 N0. 1 I NO. 1 NO. 8 200 2 NO. 2 0 1 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑❑❑❑ JACOBSEN HOMES NOTICE: THFSESKORrAR4HSAHIIIRAWNGSARE DRANK BY: B.C.K. OATS 03-30-12 REV. LEM: DRAINING TITLE: SET-UP/ELECTRICAL ❑❑■❑ORIONAL P.O. BOX 368 PRWFaETARC AND CONFIDENTIAL MATMALS OF JACOM MAIUFACTURNO D IL ❑„❑ 34695 SAFETY HARBOR, FLORIDAO I SUCH MAT00a ARE FTEOMOED TIT THEORIDA KWIDIT FOR 9'M MEMOO AND WET E Jl DRAINING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 IOPT CONFID Ilk AND MW FROHI O71EA5 SU-09-0001 18 39 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑.❑ORIGINAL, c JACOBSEN HOMES NOTICE: THESE SPECIFlCA9ONSAND DRAWLNGSME PROPRIETARY. AND CONnjmpAL MATERIALS OF JACOBSEN MANUFACTURING UNAWN by: S.A. 7-20-94 CRAWNG TITLE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ORAWNG NUMBER: SU-O]-0002 ❑❑❑❑ SAFETY HARBOR. FLORIDA 34695 AEaPIFNT FDA SPECM PURPOSES AND MZT R KEPT COWDENTIAI AND SECRET FARM OTHERS. PHONE (727) 726-1138 38 MINIMUM HOME SET HEIGHT FINISH GRADE M NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 16'; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12' FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECTRCA➢ONSAND DRAWNGSME UNAWN OT: B.E.M. MAR: 2-11-99 Ntv. L ImN: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 OF JACOBSENMANUFACTURING MATERIINC. SUCH PROVIDED TO ME INCH MATERIALS ME MIN. HOME SET HEIGHT ❑❑❑❑ SAFETY HARBOR, FLORIDA726-11 34695 FOR SPEOM PSECRET MO IS. KEPT pRAWING NUMBER: PHONE (727) 726-1138 OTHERS. KEPI CClFlDEN1PL AND SECRET FROM DTHEA$. O SU-0I-0022 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 86 1/2' 110" SEE NOTE q4 SEE NOTE q4 144' WIDE FLOOR-- 33' 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160'• WIDE FLOOR.. 30" 48 112" 66 1/2" 85' 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2' 42 1/2" 58 1/2' 74 1/2" 90 1/2' 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS 5556 LETS 4444 LEIS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 144" WIDE FLOOR-- 46" 73" 100" SEE NOTE g4 SEE NOTE b4 SEE NOTE y4 160' WIDE FLOOR- 42" 66 1/2" 90 1/2 115" SEE NOTE q4 SEE NOTE p4 184" WIDE FLOOR-- 37" 58 1/2" ,79.1/2- 101" SEE NOTE I4 SEE NOTE N4 MIN. PIER CAPACITY- 2377 LBS. 3565 LBS, 4753 LETS. 5942 LETS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: '. .' 'G a., DAPIA APPROVAL: ` /g E£ /l •" I`��' "' �- rY- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE-FA8RICATED PIER PADS ARE TO BE INSTALLED PER THE - - APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM - PIER CAPACITIES SHOWN ABOVE. �y`Z AE i.f' " -" " OCT 1 I 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Z.6i _ HOMES INSTALLATION INSTRUCTIONS.CP�,` •� "� INC. I 4, MAX. PIER SPAONC 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH TO" OR �.. 12- I -BEAMS (24- MAX. FROM ENOS). - FEDERAL MANUFACTURED HOME rnmqui 1ION AND SAFETY STANDARDS ❑ JACOBSEN HOMES NOTICE: THESE ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: OR" TITLE: " PREFAB. I6' k 18 12 PIER PAD SPACING ❑■❑ ,a P.O. BOX L PROCMETAR . M CON11GS ORIEJRAL, POF ACARY, ARD NUF6 CNTIM MATERIALS OF JAC086RE MANUFACTURING 91CN SPEER ARE PRONGED i0 ME FLORIDAINC. SAFETY HARBOR, ORI74695 PHONE (813) 726-1138 R RECNTRT fOTT �ETnc PMRPOSEs ME MIsT BE MPT CONRDENLM MD.FEUIET MOM OTIYRS DRAMNC NUMBER: 0 2 SU-DI-DD^' MOBILE HOME SET-UP TIFDOM45 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 E OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FA ANCHORING EQUIPMENT T— (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. INCHESWI ELANDS 0.035LBE I INCHYPE 1. FINISH B. GRADE 1 STEEL ES IN THICKNESS. CERTIFIED BY A REGISTERED D 1 1/4 PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. ANCHORING N07 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 ANC 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 RS ARE NORMALLY FASTENED BY SCREWNG DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") ® ® DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIRCATIONSAND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION HEItIF-10 P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CCNRDENDAL MATERIALS OF JACOBSEN MANUFACTURING LNG SUN MATERIALS ARE PROVIDED TO THE ORAVANG NUMBER:SU—OS—0034 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REDPENT FOR SPEDRC PURPOSES AND MUST BE KEPT CONFIDENTIAL 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 ®4 SEE NOTE a4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR.. 54" 85' 116 1/2' SEE NOTE N4 SEE NOTE y4 SEE NOTE g4 160" WIDE FLOOR.. 49" 77 112" 105 1/2" SEE NOTE #4 SEE NOTE q4 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 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2' 101 1/2' SEE NOTE q4 SEE NOTE #4 SEE NOTE q4 SEE NOTE y4 144" WIDE FLOOR-- 54 1/2' 86" 117 1/2' SEE NOTE q4 SEE NOTE #4 SEE NOTE K4 160" WIDE FLOOR.. 49 1/2" 78 1/2" 107" SEE NOTE b4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR.. 43 1/2" 69' 94" 119" SEE NOTE y4 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 IN �0 0 TO THE CONCRETE EN A,APPR�1e-AyyA, DAPIA APPROVAL CC 4*LZf PIER PADS MAY SE USED S AN UPALTERNATE I. PRE-NGS MANUAL HOMES SET-UP MANUAL .� vP; •G\STEq'•• .! 4 tL C t CZ. G- Y ' (�' f00TWC5 SPECIFIED W THE JACOBSEN SPECIFIED No.FQ .•• � 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE It j 910334PIER T IPPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM CAPACITIES 3. ALL OTHER CREWWLTIENIS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN $ •• �• OF .o •. ae '� QCT i 1 — HOMES INSTALLATION INSTRUCTIONS. WITH 10' OR y •, 4•A �,P ' ' • ne: H INc, t. MAX. PIER SPACING B' FOR UNITS WITH8" I -BEANS / 1V FOR UNITS ., .P, •4 12' I -BEAMS (24' MAX FROM ENDS). EDERAL MANUFACTURED HOLIE f JACOBSEN HOMES NOTICE: ' ++AP THESE SPEUMCATIONSAM, ORANIFSARE KB BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE -FRB. 18" X 22' k 20' PIER PAD SPACING P.O. BOX 368 ORIGINAL PROPRIETARY. AND IXAiR UMM. MATERIALS OF JACOBSEN WNMFACNRwG me SUM MATvms ARE PROVIDED - ra �AYRIC NUMBER: I SU—Ol—OO24 SAFETY HONE(813)F726-11334695 KEPPTTwNnOMTl AND SECRETsm MO prsT BE TMCRi 21 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) . 120" WIDE FLOOR- 70 1/2' 110 1/2• SEE NOTE b4 SEE NOTE #4 SEE NOTE 94 SEE NOTE y4 144' WIDE FLOOR- 59 1/2- 93 1/2' SEE NOTE g4 SEE NOTE b4 SEE NOTE p4 SEE NOTE y4 160" WADE FLOOR-- 54" 85• 116' SEE NOTE p4 SEE NOTE j4 SEE NOTE q4 184" WIDE FLOOR-- 47 1/2• 75• 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE N4 MIN, PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10.516 LBS: 24" X 24" PIER FOOTER SPACINGS* (MIN. 576(MIN. 576 SQ.IN) MAXIMUM I —BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" MOE FLOOR-- 95 1/2• SEE NOTE q4 SEE NOTE N4 SEE NOTE j4 SEE NOTE #4 SEE NOTE p4 144" WIDE FLOOR- 81• SEE NOTE #4 SEE NOTE j4 SEE NOTE b4 SEE NOTE g4 SEE NOTE q4 160" WIDE FLOOR- 74" 115• SEE NOTE q4 SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 184" WIDE FLOOR- 65" 101" SEE NOTE S4 SEE NOTE #4 SEE NOTE d4 SEE NOTE y4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 % ^T�OI .31"•`iYilYlIf11(I' NOTES' 1. PPE-FA8RICATEO PIER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE EN PV OV .,"ir/�'!y� �GQ.•• G�''T�'F� ••'.` '- CO ''fY- DAPIA APPROVAL: 5 E CkC4s P(s• F6 FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. ;•¢4' ivC. Ik1p3- •}. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9S09G = •' �` = ppROVED BY MANUFACTURERS INSTALLATION INSTRUCRONS AND MEET THE MINIMUM �•® PIER CAPACITIES SHOWN ABOVE. L �.x 2 A •• STATE "' � 4lY ' iCIFRAL QC-1 11 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HONES INSTALLATION INSTRUCTIONS. •' %sQ••. :` ` 8• I 10' FOR UNITS PATH 10. OR �LJ''� 'Gs� •' `� C^ INC. 4. MAX. PIER SPACING 8* FOR UNITS VAIN -BEAUS / .`••�•' s 12- I -BEAMS (24- MAX. FROM ENDS). A MANUFACTUREII NOAIE OOP JACOBSEN HOMES NOTICE: 1HESESPEGDCATIONSAND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 09-22-01 REV. LETTER: ORAMNG TI1LE: PRE —FAR. 17 % 25 k 24• PIER PAD SPACING „ P.O. BOX 360 CRWINAL PROPKI PROPRIETARY, AND CCDENDAL MATERIALS OF 4ACOBSEN MANUFACTURING RING SUCH MAT AUS AN( P OMDED TO 1HE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REMIENT FOR SPE= P.WPpSEs ANO MIST K NEPT FANnDMIUL AND %CRE1 MOW DDQRS DRAWING NUMBER: SU-01-0025 L' � pa 0 0 .� n -�r Yg -1 % \ O 22 35 T vk ( o. 3 O 11 Z x ^ . U. VC I l / z S Z JU � z3� } W Z oir IL y ` 34 tl 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 113 I/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE qa SEE NOTE q4 144' WIDE FLOOR-- 96 1/2' SEE NOTE qd SEE NOTE qb SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 I60' WIDE FLOOR-- 87 1/2• SEE NOTE q4 SEE NOTE q4 SEE NOTE q4 SEE NOTE qa SEE NOTE q4 184' WIDE F100R•• 77' 119 1/2' SEE NOTE q4 SEE NOTE qb SEE NOTE q4 SEE NOTE q4 MIN. PIER CAPACITY 4694 LBS. 7042 IBS. 9389 LBS. 11,736 185. 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 o ••\ST ''•: DAPA APPROVAL SEl� CAL L. 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE 10 THE CONCRETE � Q'.� Eq i FV ••°,J ' � � � FOOTINGS SPECIFIEDINTHE JACOBSEN HOMES SET-UP MANUAL.N6. G- rV- (4 • 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE � g1033� APPROVED BY MANUFACTURERS INSTALLATION INSTRUCDONS AND MEET THE MINIMUM PIER CAPAGTIE9 SHOWN ABOVE. THE JACOBSEN � • � •, SYATe � 'tU� J. ALL OTHER REQUIREMENTS ARE TO BE ADHERED i0 AS SPECIFIED IN Fes'•, HONES INSTALLATION INSTRUCTIONS.i / 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.INI MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH •++ SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 58. 89" 120'+** 120"+++ 120"**+ 120"+** 144" WIDE FLODR++ 50' 76' 103"A** 120"a+ 12(f**+ 120"+++ 160' WIDE FLOOR** 45" 69 1/2- 94' 118'+++ 120'+++ 120"+++ 184' WIDE FLOOR** 40' 61' 83' 104•**+ 120'+s+ 120"+** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS NTH ++ INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORDS MAY BE WAS) TMCAL PH FAALIE I -BEAM ORIENTATION OF BLACK PLACED .SYMETRICALLY ON PIER PAD eIDDg89BBBBP®PO REF. CALC. PG. C 0 EJ%,' O� SU 19.01 �:c m NOTES. DAPIA APPROVAL I. PRE-FABRICAIED PIERS MAY 9E USED AS AN ALTERNATE TO THE CONCIff ° I m SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL o 10 APPROVED BY 2. THE PRE-FARRICARD PIER PADS ARE TO BE INSTALLED PER THE m m . ST'f' m INSTRUCTIONS AND MEET THE MI UM o O °. o Dec 04.2009 PIER CAPAQRES SHO'M7 AB04E..��d/0w PIERMANLFACIURER'S HOVAUABOV •• h^ I�ironi 3 ALL OTNER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIRED IN 1HE JACOB.SEN dO�s .O ` e.•°�C7�0oo� HdffS INSTALLATION NSTRUCTIONS ®p� S/0).-{r'0`C0 eBAbBApA&DDaaD64 rmscu euwrnn canwnmiuv zuerc nr+oams 4. 10, OR IF 'MAXHEWS. (024G MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING THE PER SPACING IS LESS THAN 48' OC} JACOBSEN HOMES P.O. BOX 368 NOTLCGS n83EPEwmwameDRAWSARE MM14L PROI9ETARY, AID CDRRDUN MATERIALS OF MOSSEEI UANUFALTuB"D INC SUCH MATOMS ARE-PRmmFD 79 BIE DRANK BY: M.T. DATE: 11-23-09 AEY. LETTER DRAINING TITLE: 17 X 22 PIER SPACING SAFETY HARBOR. FLORIDA 3095 PHONE (813) 726-1138 WENT KR MM POP IZ AND MISF BE KPTOOIIRORIOALAOSHOETRmoiw>s DRAVNING NUMBER: SU-01-0027 24 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �+— MATING LINE OF UNITS 1 I I SITE INSTALLED EXTERIOR SIDING I Imo— MATING LINE OF UNITS SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE AND CONI'll ARE THESE L. PROPRIETARY. DRICAL GROPREOBS ANDNUFACT " ° S.A. 6-5-94 DRAWING TITLE: ❑„❑ P.O. BOX 366 MATERIALS RING NO SUCH OF JACOBSEN ME ROYDEDCIORiHc WC. SUCH ME O WE EXT.S D.APPL. FOR SLIP UNIT DRAYANG NUMBER: SU-05-O031 ❑❑❑❑ SAFETY HARBOR. F726-11LORIDA 34695 PHONE (727) 72fi-173B R SPECIFIC OSIS M U BE KEPPNHI FOR IRk AN SECRET AND OTHERS. KEPT CONFIOENDAI AND SECRET FROM DINERS. 33 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN NEW 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 UNE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET-UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE. WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6' O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT NTH 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. - NOTICE..` DRAWN BY: DAIS REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ❑❑■❑ ORITBUL, PROIRFMARY, AIM CONFIDENTIAL DRAWING TITLE: / \ P.O. BOX 368 MATERIALS OF JACOBSEN MINUFACTURO1c THE EXTERIOR SIDING APPLICATION /F-11 ❑„❑ SAFETY HARBOR, FLORIDA 34695 IN�XTT FCH OR � RRRIVESS NO MUARE PROVIDED ST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFmOTnAL AND SECRET FROM OTHERS SU-05-0030 (09-30-08) 32 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 0 (FOR SIDEWALL OPENINGS SEE NOTE O3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq, in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. N 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148Its. 4868lbs. 5588IDS. 6308lbs. LOAD SPANS Q w SOIL BEARING CAPACITY PSF 8•-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq, in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 0 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 Its. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. CO 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 37751bs 4575lbs 5375lbs 6175lbs 6975Ibs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 Sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. m 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. r3 MIN. PIER CAP. 3375lbs 4295Ibs 5215lbs 61351bs 7055lbs 7975Ibs WINDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. NOTES: Pt GA Ls (D $ DETAIL •13'. PAGE SU-0I-OOD11 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS WIDER THAN 49 INCHES. ENCIREk(% Pf�OVAIsT[[� "I DAPIA APPROVAL Q$ NOTES' Q2 Q3 . AND O UNDER TABLE j. PACE SU-OI-QJIO. ��� Q ...........F '1i 'G\STE.�( �i 03 FOR All UNIT NOTHS. USE 177 W. PIER FOOTER UNDER 9DEWALL OPENINGS THAT �� VQ;. �� APPROVED BY ARE 19 INCHES TO 96 INCITES WIDE FOR OPENINGS THAT ARE 96 INCHES TO III INCHES, USE 242 Aq/n PIER FOOTER UNDER SIDEWALL OPENINGS. � ND Q .• - '. (MIN. 1000 PSF SOIL BEARING REO'D) _ 910334 �` Q FOR PROPER LOAD SPANS, $ 9U-03-0001. (LOAD SPARS' ARE CFARSPANS: PIER :• �•� _= IN PINC. SPECIFICATIONS ABOVE ASSUME CIEARSPAR OCCURS ON ONE SIDE OF PIER ONLY -- ff CLEARSPAN OCCURS ON BOTH SIDES, A00 VALVES LISTED ABOVE FOR EACH CLEARSPAN) "O •. TATE OF a �� (1 CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOL VALUE ON YOUR ' �O '• � HOMaEAP� /AA..D FEDERAILMANNUuCTURED SITE OR HAVE A SOIL BEAROIO TEST PERFCWED ON YOUR SOIL TO DETERMINE THE VALUE %�'` •:Y MAR 0 1 1999 JACOBSEN HOMES NOTLC6: F THESE SPECInarms AND DRAYRIO9 pIA DATE: B.E.M. 2-6-99 REV, FETTER: P.O. BOX 368 ORWWAL TROPIIcwtr, AND CONFIDDRUL MAIERI'LLS OF AACOBSF71 MALIFACTURING DRAWNG TITtt PIER FOOTER SIZING CHART FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 INC. 9101 MATBIAUL ARE PROMED TO THE REDEEM Rat S4 ROM ND "I BE DRAINING NUMBER PHONE (727) 726-1138 KEPT CaomnAI AIm MM TRRI Ones 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 PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" 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'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608y) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM Q1 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 50141) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0. ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191g) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM Q6 PIER SPACING SOIL BEARING PSF CAPACITY (] © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" MAXIMUM FROM EACH ENO 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615g) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. l\V IL,J. G1Nrt_ Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL ENGINE E[Ly V.OVACuT���AAYxi�i DAPIA APPROVAL 03 ALL FOOTERS TO BE BELOW FROST LINE. COPQ.•G�STEfjF�<< ���.� APPROVED BY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM ;'Q� NO. ••. SQUARE INCHES REQUIRED. 910334 •, ( 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 9'•, TAT '`�FEDERAL MANUFACTUREINPINC. YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR •,//V P DONSTRUC110NANDSAFEIYSTANDARDS SOIL TO DETERMINE THE VALUE. MAR 0 S 1993 JACOBSEN HOMES NOTICELY srEa1c AND AAATAFI AND mArmrs ARE Q M.T. DALE 2-8-99 REV. LETTER: m P.O. ORMN ETAR ORARNAL OFTtlCTARY, AND 11 AVA0VNRAL URINC uAv= TOTHE IXIAYANC PRE: PIER FOOTER SPECS CHART W_MATsums A U Am INC. ypl M ARE RtO TO TJUST HE R, FLORIDA SAFETYHARBOR, 7261D11384695 SPECN5 AND SECRET I¢Pt t[MiNO+nFa AND � � D pRA'AWC NUN80L SU-01-0040 26 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE I --y I _ SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. , 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESESPECIFICARONSAND DRAWNGSARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL PROPRIETARY, AND CONDDENRAL ❑„❑ PO. BOX 3fi8 . SAFETY HARBOR, FLORIDA 34695 MATERIALS V JACOBSEN MANUFACTURING INC SUCH MATURALS ARE P 000 Tpp THE AT EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-05-0020 ❑❑❑❑ PHONE (727) 726-1138 REOPIENT FOR iPEC11C PIAP04S A� BE XTT COMIDENIIAL AND SEMI IRON OTHER& 31 SHINGLE INSTALLATION u0 ro -��- MoI In m SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED. IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/13" 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 IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES DIVE P.O. BOX 368. 901 41h SL NDRTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 2-21-94 -05-0011 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' MN #1 `-COLUMN #2 C0 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 V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). HOMES �1 NOTICE: uRnnH .1: VPIC: RCY. LCI ICR: ❑❑❑❑ JACOBSEN HOMES WESESPEGIDCA➢ONSANDDRAMNGSME S.A. 6-6-94 ❑❑■❑ DRIDNAL, PROPRIETARY, AND CGNDOENRAL DRAWNG TITLE' ❑,.❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROYDED TO THE COLUMN SUPPORT SPANS SAFETY HARBOR, FLORIDA 34695 RECIPRNT FOR SPECHC PWCSES MID MUST K DRAWNG NUMBER: ❑❑ ❑❑ PHONE (727) 726-113B. KEPT CDN NNRAL AND SECRET FROM OVER& S11_03-0001 30 27 SET UP NOTES (CLOSE UP) YOUR NONE Is EQUIPPED WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" 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 NOTICE: n� A EmRCA xasMIT, OMIi1Af. PROfliETNEY, AND mNF1oENnu ORANN BY: M.T. DALE 12-22-94 REV. kfiE DRAWNG TIRE N P.O. BOX 368 MARFDSAI.s OF JACOa4N MANUFACTURING SET UP NOTES SAFETY HARBOR, FLORIDA 34695 W.SUCH MATEIDAIS AREPROLLED TO THE IEipLiR M SIC MFOSES MD MOST BE at-u-ae DRAWNG NUMBER: PHONE (727) 726-1138 REPT [OffDDEnAL AND SECRET FROM ones S11-05-0001 28 ,4''p� +vr 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 \\ MANUFACTUERS INSTALLATION INSTRUCTIONS.) \ I \ I I I\ I , I I I m, \ Nk \ aµ, \ r \ Am � COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ,E1V, ALLOW TOP END OF TOP my. ROW OF SHINGLES TO EXTEND �! ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE ODES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ ❑❑■❑ ❑„❑ JACOBSEN HOMES I P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 NOTICE: n1ESE SPECIBC NOTICE: CANDE: DRAWNCS ARE ORIGINAL PROPRIETARY, AND CONADENIIAI INC. SUCH MATERIALS ARE MANUFACTURING MATERIALS OF RIA O E RDMDM TO THE TO THE RECIPIENT FOR SKCFlC PNVDSFs AND MUSF [R KEPT CDNFWTAL AND SECRET FROM OTNFRS UHAWN tlT: S.A. UAIt: 6-6-94 HtV. IILH: DRAWNG TITLE: EXTERIOR ROOFING CLOSE—UP ❑❑❑❑ ORAPANG NUMBER: SU-OS—OO1 O 29