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HomeMy WebLinkAboutSet-Up ManualSET-UP MANUAL JA;OBSE..N HOMES 600 PACKARD COURT SAFETY HARBOR FLORIDA 369 (727) 726-113 8'`�� NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 01 /13 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR -FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003. & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE 'YTHAIRLINES CARPENTER'S LEVEL 1/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 1 11-21-06 ❑❑■❑ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE B ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE MANUFACTURED HOME SET-UP SAFETY HARBOR, FLORIDA 34695 REC&IENT FOR SPEOFK: PURPOSES AND MUST BE DRAWNG NUMBER: SU-OI -0001 (10-08-08 ) ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 1 10 FRA IE WOOD SIN RESISTMIll 1REAIFD` UNB R (SM NOTE 01) PIER CAPPED Wfffl SOLD Ct6101EI--� BACK (TOIL r THCX) B' X 6' X 16' CELLED MASONRY EAOp(S�� 1TITH BEN CELLS VERTICAL SEE TARE I FOR PER FOOIER SM AND SPAC NG SPECIFICAl1OIS (PAGE 11) (SEE SU-4A FOR 16 X 16 PRECAST PER PAD SPACAIG) SEE NOTE f {--- IEJIOV E ALL ORSWC MATERIAL AND RACE PAD ON STARE SOIL BELOW FROST LDE PER LOCAL CODE TEUMEIE)R15. X-DOW SIRAPS ATTAQIED-\ TO RMSE EM COINNS ON EACH SECTION TD RE CW ECTED TO A DWB E HEADED ANCHOR SEE NOT DOIJBIE HEWED NOTE 13 SEE NOTE RJ DETAIL '13' DETAILS "A" AND "B" "-- SEE NOTE #2 DETAIL 'A' Mae= vmn ym MAX. ALLmm S m BFJIw) PIER CAPPED WM SOA CONCRETE SM (NDI. 4 THCK) I'XB'X16'MLDlAMIR1' ROCKS will OPBI am WEHITCAL (SEE NOTE f FOR MAX PER HEISIM AND BE [AL ABOVE) TARE FOR PER FOOTER 5®IG AND SPAC NG SPECFICG1101S (PALE 10) REMOVE ALL ORGANIC MATERIAL. AND PLACE PAD ON STARE SOIL ®AIM FROSRDE.PER LOCAL 000E IEt11J8iE1®1T5 008= VANES 1111H MAX ALLOWABLE SOB. {p®11@If�oB�. N077s: 1. 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) I MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16" X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') - 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24. OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING. ELECTRICAL. ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4- LONG BY 6- WIDE AND NO MORE THAN 10 IN THICKNESS. APPROVED BY 0 No 484 a ® Revised Dec 17,2008 j NIA.• ® • INC. ®� " T�4T E O F • 1(/� FEDERAL MANUFACTURED HOME e �® CONSTRUCTION AND SAFETY STANDARDS • m®�, �o• O R `O P'* JACOBSEN HOMES ® . �� �'.�AAI� ne®w. PROPaTutrD1GY81G'nE �W. � MAN BY:. O.A. DAT% 09-07-93 ICY LE71ER A DETAILS • A • & • B - P.O. WX lull � � SG N SU-01=0001.1 PHONE (727) SAFETY HARBOR. �ii3 95 W FM MEM (12-15-06) 2 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3 MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4 MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDA11ON SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DAIS 06-06-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: HEILt-100 P.O. BOX 368 INC. SUCH MATERIALS ARE PROVED TO THE MOBILE HOME SET-UP 2SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REMENT FOR SPECIFIC PURPOSES AND MUST BE KWT CONFIDENTIAL AND SECRET FROM 01HERS DRAINING NUMBER: SU-01-0002 (09-30-08) 3 SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7� SEE NOTE #6 4 2 1 5 5 3 I SEE NOTE #2 _.-SEE NOTE #4 I I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAINNGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING EMEEII]ED P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01 -0003 4 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 >_ SEE NOTE #2 I �- SEE NOTE #4 --- I NOTE #5 I NOTE #1 I SEE NOTE #3 4 2 1 NOTCE #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 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01 -0004 5 ADDITIONAL PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL) irIA wil"', MI TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL MOST OMAN NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END �I AND BETWEEN EACH OPENING r RECESSED AREAS REQUIRE PIERS SPACED 64' O.C. MAX. (18' OR LESS IN DEPTH) EACH END OF RECESSED AREAS RECESSED AREAS W/SIDE BAY REQUIRE PIERS SPACED 64' O.C. MAX THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL 64' O.C. MAX REFER . a0i CABINETS ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS) SPECIAL BLOCKING NOIE FOH 15--4-- (1541 WIDE FLUUH SECIIUNS PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 64' ON CENTER MAX SPACING NOTE: LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS NOTES: 1. ADDITIONAL BLOCKING REWIRED AS INDICATED ABOVE (USE 16' X 16' PIER PADS). 2. LOCATE BLOCKING UNDER PERIMETER JOIST OR WITHIN 8' OF END OF 16' O.C. JOISTS 3. COLUMN PIERS ARE IN ADDITION TO REWIRED PIERS UNDER FULL -HEIGHT MATING WAITS. 4. PERIMETER BLOCKING IS REWIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) SC O.C. MAX. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL 6. WHEN PERIMETER BLOCKING IS REWIRED ANY MATING LINE OPEN SPAN GREATER THAN 10', MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 164 WIDE, SEE SPECIAL NOTE ❑❑❑❑ ❑;;❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETYHONES (813) 726 11384695 NO >HE� srEco-cAnGRSMND DRAr14MS TICED MGM. PROPRIETARY, AND. CONRDENP& MATERIALS OF MOBSEN MANUFAMUR NG MC. SUCH MATERIALS ARE PROMM TD THE MTCONF WK ANAlD W FRROOM OUMT BE DRAWN BY.-, O.A. DATREV.LETTER: 4-12-00 RE (09-30-08 ) DRAWING TITLE: ADDITIONAL BLOCKING DRAWING NUMBER: SU-01-0005 61 (APPLICABLE TO ALL IMPERIAL AND qtLORO COTTAGES OTH 184' FLOOR WIDTHS -SEE FL-01-0009.2) ON SITE PERIMETER 16 x 16 PIER PAD 171 x 25 PIER PAD MIN. BLOCKING O.C. SPACING 1000 PSF SOIL 1500 PSF SOIL I 1000 PSF SOIL SIDEWALLSMATELINE WALL 49"/24" 64"/40" 64"/48" VAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# .04 ° °Op ° ap �0..;"\v'j E ° o O No 454, a a �0° •0 VI! ° 04,.'��ln:� C-FL- 89.01 - 89.03 1V U Dom JAd0B61EN HOMEDNonde BRA Br �rorlr;ApRA4ur ua vRIM pAA NG nnE� MM P.01 Box me rMfl,a'1-aVWFJtt'N4A ,'iA.o m ADD. PER. SAFETY HARBOR, FLORIDA 34695 —DR 0 NUWEM PHONE (727) 726-1138 aPt tUt Alp s[�r rgC4 OtIE0.0 7 ALL WINDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY INMay 07,2009 INC. FEDERAL MANUFACTURED NONE CONSTRUCTION AND SAFETY STANDARDS T. pAlEi 03-02-09 "LETTER SU-01-0005.1 m, 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 A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS 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 hh, THE MARRIAGE LINE) A DAPIA APPROVAL JAC 0 BS EN HOMES xo1Zc$ „� SPECi1CA,N)1S AND DRANMcs „� DRANK: M.T. DATE 05-20-06 REv. LET1FIi: ORMAL, PROPWMY. AND CONFIDENTIAL 1/7°MS OF JACOM MAKFA`TURM DRAWING 111LE: BLOCKING LABELS 13 P.O. BOX 368 ARE PRCVM M THE (PIER) SAFETYHONER(OR.) FLORIDA 95 ING SOW MA7ERIAIS � ST�IOAND SW �IOAbTER DRAINING NUI�ER SU-01-0006 (09-04-12) V ADDITIONAL RECESSED PORCH BLOCKING pis BLOC M Is IN ADDMM TD BLm= mou fa iN us MANUAL) 61' MAX 51' MAX USE DETAl1 V ONLY 10 OUTRIGGER 5 ON FLOOR JOIST SEE DETAL g Waxy UNDER PORCH POST `-s� oETA� a' �� --- — ----- - - - C 17 1 r MAX - I_ M RECESM PORCH REM PUS SPA® 6.V QC.' MAX PER UNDER AWED !-T PER UNQiR ADDED (AND PIERS AT PORCH POSTS) AS SHOWN 1 64' M MAX. PIER SPAaNG AT MARRIAGEWALL NOTE: DISTANCE FN:TOM EOCE OF PIER AND EDGE DF PORCH POST MAY NOT EXCEED DEPTH OF M. PORCH POST TIP. PORCH POSTFLOOR JOIST (51m TV. PORCH FLOORNG TYP. PORCi1 FLOORING ' PORCH FLOOR MIST >�jt' PORCH PERG m RAI PORCH FLOOR JOIST (2) 2 X 6 PT X 16' MH DOUBLE PORCH PERIMETER RALDOUBLE �� (2)2X6 PTX 1B"ML TV TIE -DOWN STRA�� �� 2 TtP. AE-DOVN STRAP PORCH FLOOR! JOISTS (SEE OTHER DETAILSPORCH FLOOR JOISTS( (E' X E' X W) OTHER DETALS)PIER 11P. PIER (a' X r X 161 16" X 16' WN PIER P 16' X 16' UK PER PAD BOSS SECTION VIEW Al CROSS SECTION VIEW Bl IV. PORCH POST LOORING FLOORING-'." TIP. PORCH POST M. PORCH FLOORING ��1/2• VAX 1 !,NOTE: DISTANCE BMW EDGE OF PIER AND EDGE OF PORCH POST TIP. PORCH �J FLOOR JOIST MAY NOT EI® 5 1/2' pORC11 F100R JONST PORCH (2)2XSPTX18•MK BRIDGED BETSIE1212 • (2)2X$PTXIB'YR1.� ENiB1G'ED MVEEN 2�E -TIP. �_ PORCH FLOOR JOISTS PORCH FLOOR JOISTS (� OTHER DETALS) LONGITUDINAL VIEW A2 IDNG1711DINA.L. VIEW B2 DETAIL DETAIL 'A' ' B' `ogttsEiieA�:, NOTES: • • DAM APPROVAL - t ADDIMM BLOCIONC REQUIRED AS NOICATED ABOVE (USE 16' X fir PER + • G ,, APPROVED BY 2. PA11S ON 1000 PSF SQL CJIPAM4 '" LOCATE BUX" UNDER PEIitWM JOIST OR wrM S 1/i OF END OF 1E 0.C: = 0. i r. • X '" ' Dec 13,2006 1 piR61m BLD m is RiQUQiED UNDER Pow AT EACH POST (6Y Ot UAX) .~, j Z / Q o` I N C . 4. ADDIDONAL BLOC i REa1RJ:D AS 21DICATID AM UTAER LENIER OF ADO13 I••BEAY (ei' 0.C; YA1E) YI i 5, I� G 0 Iv +. HOWL IMUF�M ED HOME CONSIADCDOM AND SAFETY STAMOARDS S SEE GDO WAS FOR OTHER REQUIRED OLD= LOU M S I1 SZE FROM MAIN HOUSE F-BEJUO; rC• C� =..L O F,104 :� ;� �4, .... ♦i�r/ 0. ADDED I -KM AT PORC11/I:XIFAIOR WALL MAY MV E . C G..' .r�G_.1 JACOBSEN HOMES NDTICEC s= > A,� �•. � R.R. OATL• »-2a-os REY.lET1EFC AVM DIli ADOITIONAL RECESSED PORCH 8LOC1tING Tian awWA. PRVKTAIMY. AM COHFMi VAIMOF .I MM IWMYACK"M P.O, Box See SAFETY HARBOR, FLORIDA 34695 . 2XM MAIM" ARE Mmom TI 1![ DIG� RLLl'IBi! ► R SUM1YM1'= A10 wo x �o+n EROE ones ' DRAVA NUMBER: SU-01-0007 LLU PHONE (e13) 726=1138 ml oolEloF>�u Wo ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE —� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTAUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) ALSO MEETS WINOZONE - 01 EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES- REF. P_ G. 07-0050, 07-0051 °Ps ROOF z20 10 PSF O.L NO S01 `"` ' � .... NOTES APP •1t ��, `-� � �-, s� ro`i DANA APPROVAL: 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: 14 �i � `��ji.c.^•� APPROVED BY 20' WE MAX 040 ZONE 2 OR 124dPli EXP. 8 SITES, - 16' WIDE MAX INNO ZONE 3 OR 14OMPH EXP. 8 SITES ;' Jan 20,200 2. WN. BRACKET LOAD CAPACITY FOR WRICAL TIE -DOWNS IS = 24501 WIND ZONE 29601 WIND ZONE 3l4ilN �. Z " • S'1fV. 0 OF ' FEDERAL RIUFAC►URED 110W AN 3. WAIL FRAMING IS 2 X 6 SPF fJ IV O.C. 4 ¢ ":-- l- * ` : CONSTRUCTION AND SAFETY STANDARDS 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE:OF'la-'� JACOBSEN HOMES mm sum Am DRti`R, UW 1 �°` Y D.M.T. DAIS 01-10-07 REV LETTER P.M eox s6a OR'=AL PROPRIETARY. AO DOli<10FLTIAL MAWIMIS °mmm " iA""FA"" M � — DRAWING IIAE- ATT. TO HOST BEAM SAFELY HAR80R. FLORIDA _ 34695 DC 901 MAfmn s AAE PROVIDED fO IK Kcmf R1, vWc PDRPM AND WRIST K DRAYANC NIMM. PHONE (727) 726-1138 . ►�f CWWDmu APO WaWT FROW aOM SU-01-015013 10 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL BLOCKING PIER SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN [-BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (164') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. JACOBSEN HOMES P.O. BOX 368 ❑❑❑❑ SAFETYHONER(7027) 7261DA4695 NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPENT FOR SPECIFIC PURPOSES AND MIST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 11 HITCH HITCH DRAWN BY: DATE: REV. D.M.T. 10-10-08 DRAWING TITLE TEMP. BLOCKING DRAWING NUMBER: SU-01-0009 12 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 26.1 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4" TYP 7" OR 8" T TYP 30' MAX ':. X X (TYP) Q Q NOMINAL 16" X 16" SQUARE PRECAST Co � CONCRETE FOOTING 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALCS. C UV A- - G( S, 0'2 ttttUtunlilt/ NOTES: EN` ..... F` i�i DAPIA APPROVAL PIER FOOTER SIZES AND �'� NO. APPROVED BY 1. REFER TO OTHER DETAILS FOR ADDITIONAL ' SPACINGS. 910334 2. START I -BEAM PIER SPACING 112 THE ALLOWABLE SPACING FROM EACH END * IN OF THE HOME AT EACH [-BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME -o �. STATE �F INC, MAXIMUM OPENINGS 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND ��Q•'•../N A �� FEOERAlN1ANUFACTUREOHOME AT MATING LINE OF MULi1PlE WIDE HOMES. .P'" '�Fss �� CONST( MIQI��W�SAFE>`LSJAGDAROS 11 lWy�,�3 4. SEE OTHER DETAILS FOR TIE -DOWN, REQUIREMENTS. �r �� n��n(U, JACOBSEN HOMES Ndlctid THESE SPEC6ICATIONS Al DRAWINJ ARE ORIGINAL, PROMTARY, AND CWWTIAL AWN BY: M.T. DATE 2-8-99 REV. LETTER: DRAWING TITLE: „ P.O. BOX 368 MATERIALS OF AACWSEN MANUFACTURINGMATERIALS16" WG SUCH MATERIALS ARE PROVIDED TO THE x 16" PIER SPACING DRAWING NUMBER: SU-01-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECFIFNT FOR SPECM PURPOSES AND MST K KEPT cONFlwm& AND SEOTET Rm OTHF3[S. 13 ALTERNATE MAIN BEANS PIERS ON OUT ROM) DECAY RESb9A n AtO)/OR-� ���,�� ��/- x 6' x 16 Houo�r CO1MTE GLOM S SH* f'L OTFSEiS DIE TOP TO THE PIER CAPIIED %TH�TE 801i OF THE M T 401 EY02D 1/1! WIED 111 (SEE 401E A ®gggQAA6Af®®� Co®®�'n®#x6'TM16 CE1150 %G �S�,oF�m,� SI GLE STAB ro LOCK PIER E jj No 45484 a IBS CAPAa -SSEE 46 0 1f x 1f x 1r HO* OOI�OTEiE BLOCKS AMSt10 �iAEAGr RE TAkT1 �/OR s @ \ AiP 4 x S12f T t1 lVtFI OFFg15 I iOP TO THE (SEE Bor OF THE FI{It i ExCEED 1/1'. PIER CAM OTH C*xm EMK REAIED U40 (SEE om is) If x If x 16' CETtID VAS* 81.006 OTH CK4 CEiLS V RTEAI DOUBLE STACK BLUCK PIER lko0o A CAPACmr (SEE 40TE 0 A a) FLOOR *DTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PAIR LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 242E LBS. 3488 LBS 4548 LBS NOS LBS IW *IDE FLOOR 2661 LBS 3838 LBS. 5014 LBS 6191 LBS. 184' *DE FLOOR j 2961 LBS. 42W LBS, 5615 LEM 6941 LBS PER LOADS INCLUDE WEI(;1T OF PIER UP TO 2500 - ADD DIFFEREla WIEN PIER WEIGHT IS GREATER, NOTEt UNIT WTDTHS INCLUDES A V OVERHANG oN BoTH- SIDES VA" REi c (CHECK PiER PAD LOAD CAPACITIES BASED QN SOIL BEARING PSF) L E 511-Ot-Go) FOR PER S?Acho �+E11 0" % x le PIER PADS 1}EE,11 Uskc le K le EQUALPIER � PADS OM ��TYOpI�tETE Ky *At 6E US1ED Atop CERNTfD TO Ex= OR BE $ #0 USNG PIER PADS THEY WUST BE LISTED & CERWO TO E WO OR EQUAL 04 P47T CAPAOTX A Si SPA04G 24' FROV EACH Epp OF RE H* AT EACH 1-BEAD Alp VAAW VAC* go N DE CHART ABOVE FOR FUU. LENGTH OF ItO X 4. AMr PIER HDGITS ABOVE 6Y' MUST BE DE9dp BY A P.E. OR AROaTECE S, CAPS �IWST BE SAME LVJGR1 A1P WIDTH AS THE PIERS 01 j 9M My REST, 6. HAR�USED TORATE FILL RATES iDO I I)f OR 2 OR 4 ip h*h S= CONE mm �1►Y BE 11 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised ONO AOct 17,2008 rNC. FEDERAL MANUFACTURED HOME cONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMEO "I01�1s7da As W"Bit O.A. " 2-8-99P.O. BOX 368 �v LET11;It wa�lc' TAq+c iG nn6 B ALT, VAIN BEAfyi PIERS 011111110. SAFETY HARM FL A 34695 RK'06Ls pt Y[ DR G F44ft (727) 726-413B n�NostHET OfIQi SU-01-0021 (10-OB-08) U MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑.❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT ❑"❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROMDED TO THE DRAWING NUMBER: SU-01 -0022 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE AND SECRET FROM OTHERS. PHONE (727) 726-1138 KEPT CONFIDENTIAL 15 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.INA MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE y4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE jj4 184" NOE FLOOR•. 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LEIS S556 LEIS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SO.IN) MAXIMUM I=BEAM PIER SPACING FLOOR MAXIMUM_ PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE y4 SEE -NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR.* 37" 58 1/2" 79.1/2" 101" 1 SEE NOTE p4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH t. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o s/o i NOTES: 1. PRE-FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: .: G _ DAPIA APPROVAL: Sc CRIL11 E / 6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ;• '`•<<„ t•: `L _ T 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE �''"'"``'� APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ' PIER CAPACITIES SHOWN ABOVE. ' OCT 11 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �� n'>, G~. ''''_ = HOMES INSTALLATION INSTRUCTIONS. 1 {.�;' NNTI IP iNc. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR ;•e.. 12' I -BEAMS (24' MAX. FROM ENDS). fEDERAIL MANUFACTURED HOME IC71ON AND SAFETY STAYOARUS JACOBSEN HOMES TIO THESE SPEC6ICANS AND DRAWINGS ARE D.M.T.NODATE: 09-22-Ot REV. LETTER: AD Box 368 ORIGINAL. PROPRIETARY, AND COWDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGP.O. INC. SUCH MATERIALS ARE PROVIDED TO THEPRE-FAB: DRAWING TITLE: 16' k 18 1/2" PIER PAD SPACINGSAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPTENT FOR SPECDIC PURPOSES AND MUST BE KEPT COKFTDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0023 -16 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE y4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 L85 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-* 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 194" 1119" 1 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS NTH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 EH �O 3 e NOTES: EN ACR(�'�l �ryA, .� y bGlr rt' DAPIA APPROVAL: 1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE MANUAL. ��'� Q4 ••'�5Y[ •, ��,� V:'(LG� ��'., C� - r Y - (4 • G•2 J FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 91033 "; PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Res HOMES INSTALLATION INSTRUCTIONS. 10' OR 0,P ' INC. 4. MAX. PIER SPACING 8' FOR UNITS PATH 8" I -BEAMS / 10' FOR UNITS WTH ti ,� 12" I -BEAMS (24" MAX. FROM ENDS). EDERAL MANUFACTURED HOME (DATE: JACOBSEN HOMES NOTICE: F +�{� THESE SPECIFlCATIONS AND DRAW IGS ARE 4WO BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-fAB. 18" X 22' & 20" PIER PAD SPACING ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING - md P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 INC. SUCH MATERIALS ARE PROHDED TO THE RECRENT FOR SPEC6IC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0024 17 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 54" 85" 116" SEE .NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR. 81" SEE NOTE g4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR** 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 65" 101" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LEIS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL, P oy •.. EN ff .,� i`C7�, ti(j c'7 �f - '.,� ': ivG. r' '• yrY DAPIA APPROVAL: 5 & e CfFLLS P6- tc 14, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103- = PPROVED BY MANUFACTURERS INSTALLATION INSIRUC110NS AND MEET THE MINIMUM it PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN _ '� '. �7TA % : kv1-KEODHOME OC1 i 1 HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' [-BEAMS / 10' FOR UNITS WITH 10' OR��•• S •• p'•. '• '� ..'Z. C^\�.'•'INC. 12' I -BEAMS (24' MAX. FROM ENDS). S O ,fEC�NOTICE: J ti D�.7LLV 11 lV1L�.7 ACODSEN HOMES THESE SPEaRCAnONs AND pRAwiNGS ARE DRAWN BY: D.M.T. 09-22-Ot REV. LETTER: LDEE:1001JACOBSEN P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL. PROPRIETARY, AND CCAIFIOENRAL MATERIALS 0, JACOMN MANUFACTl1RINC INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECFIC DRAWING TITLE: PRE-FAB. it X 25 dt 24' PIER PAD SPACING DRAWING NUMBER: SU-01-0025 PHONE (813) 726-1138 PURPOSES AND MUSI BE KEPT CONRDENTML AND SECRET FROM OTHERS. 18 19 26" X 26" PIER FOOTER SPACINGS* MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 113 1/2" SEE NOTE /�4 SEE NOTE jJ4 SEE NOTE y4 SEE NOTE /J4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE /f4 SEE NOTE ya SEE NOTE #4 SEE NOTE ya SEE NOTE ga 160" WIDE FLOOR- 87 1/2" SEE NOTE /j4 SEE NOTE #4 SEE NOTE jj4 SEE NOTE (/4 SEE NOTE j�4 184" WIDE FLOOR•• 77" 119 1/2" SEE NOTE �/4 SEE NOTE #4 SEE NOTE j/4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 • O ,3 O NOTES: EN R�A OV'L. � � !.• =�`�. .• •••• ':'�,� �..: `- DAP A APPROVAL' SELF G�iL L. PE;1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE .•''SST F: p• ;' •.;i t.� �• G �` fi• U •;g G-T,/r FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ;'Q� 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9��3� ; •� � APPROVED BY MANUFACTURERS INSTALLATION INSTRUCT10N5 AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN � ••, �� � ��•'• �:•� Z`T. OCT HONES INSTALLATION INSTRUCTIONS. SPACING B' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR G� / .... .. ITI A 4. MAX. PIER 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 580 89" 120'*** 120'*a 120"*** 120"a* 144" WIDE FLOOR** 50" 76' 103"ss* 120'*** 120"*** 120"*** 160' WIDE FLOOR** 45" 69 1/2' 94" 118'*a 120"*** 120"*** 184' WIDE FLOOR** 40" 61" 83" 104'*" 120"*** 120'*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LB& 6493 LBS. 7792 LBS. 9090 LBS, NOTE: UNIT WIDTHS WITH s* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM FOR TYPICAL PIERS SEE PAGE SU- 01- 0021 PIER PAD (CORNERS MAY BE ROUNDED) TYPICAL PH FRAME I -BEAN ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD vlo' REF. CALC. PG. �0°®e�O�C®®D 0�vo ,p •,°o C E Ri °., 4� �s�� C-SU - 19.01 NOTES: a ..� ;�' . . p o+ DAP1A APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL Q .� o 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTAM PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN AWE®T ® • !! . ° ® ® ° STA r' o 'qftb °, ° APPROVED ONO BY 04 20 09 0 A \ e IDec 3 ALL OTHER REQUIREMENTS ARE lO BE ADHERED TO AS SPECIRED IN THE JACOBSEN®o�,(l'• ;;� �+ •. c 00 HOMES INSTALLATION DISTRUCTONS 6� s/ �8 ONAL ' V I VC. FEDERAL r=FACfURED HOME COHSTRD(TIDH AND SAFETY SEMDAROS -.0 A MAX. PIER SPACING Ir FOR UNITS PATH 8' I- -BEAMS / 10 FOR UNITS WITH 10' OR 12' I -BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. ACOBSEN HOMES 1M SPEWIMI S W DRAT= ARE uulm �'� M.T."�' 11-23-09 ' REV. LE Mum EJ owmlAt. PROPR@TARY, AFD ooxFmBcnAl DRAWWG TILE: P.O. Box 36B 117p�6 FF'M-cdesBu rl�wuFAcnumtc 17 X 22" PIER SPACING OIC SM DAIFRUIS ARE PROM 10 X SAFETY HARBOR, FLORIDA 34695 ENB11 FOR SPEOIIC P1W= W W9188 DRAWING NUMBER: PHONE (8W13) 726-1138 T 0WROO RA. MD S81aT FM OR= SU-01-0027 20 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w 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. 01 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS 0 w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in LO MIN. PIER CAP. 1 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 IDS. 6641 lbs. LOAD SPANS 0 w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. CID 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CD I2500 01 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 26'-32' Q CAPACITY PSF 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CID 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. 0 co MIN. PIER CAP. 3375lbs 4295lbs 1 5215lbs 1 6135lbs 1 7055lbs 7975lbs NOTES: �t SEE DETAIL 'H'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES SEE NOTES: (1). Q3 , AND ® UNDER TABLE I, PACE SU-01-0040. O3 FOR ALL UNIT WIDTHS USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES VADE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sVin PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO-D) ® FOR PROPER LOAD SPANS SEE SU-03-0001. (*LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) Q5 CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. No. o 910334 �'. STATE OF .c VANDZONE III (110 MPH) ALL EXPOSUR' 20 PSF ROOF 10 PSF D.L. APPROVED BY IN INC. FEDERAL MANUfACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICE: '�� THESE SPECIFICATIONS AND ORAW,Hcs Qll:101BY: B.E.M. DATE: 1 2-6-99 REV. LETTER: ORIGINAL, PROPRIETARY, AND CON11DENTIAL. MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART n P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO 1HE FOR MARR. WALL OPENINGS /� SAFEP FLORIDA6-138 695 Rffm DRAWING NUMBER.SU-01-0030 OEHARBOR,27) KEPT CONFIDENTIALSPECIFIC O FRROOMOTTHO6 21 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Ot ( PIER SPACING SOIL BEARING PSF CAPACITY 02 © 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 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM Q Q PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000' 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM 0 PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 4Q 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0* ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615$) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: SIT, 02- Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. ENCINE�(iy �OVA8r/lW, """i DAPU1 APPROVAL 03 ALL FOOTERS TO BE BELOW FROST LINE. QQ • '�$TEq ' F<<�.� APPROVED EY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 910334 * INPNC. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" �•+ _- OVERHANG ON EACH SIDE MAXIMUM. cc o••' TAT of: '� ` ' 6 O CHECK WITH LOCAL JURISOICiION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. . '•• ••, //V P`jf % // FEDERAL MANUFACTUREIHOME CONSTRUCTMAN O ET S199S DS J AC O B S E N HOMES TNESE 9'Emx;iONS AND 0RAwiNgs ARE ORIONAL. WOPRfETARY. AND CONFIDENTIAL IALS OF NTING P.O. 80X 368 W-g Qi MATERIALSD O THE I „ SAFETY HARBOR. FLORIDA 34695 REC w FOR SPEL:FC f1MtPOgS AHD WST BE PHONE (727) 726-1138 FRPT CONROFNIIAL AND SECRET FROM OTHM M.T. 2-8-99 SPECS CHART A SU=01-0040 '22 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑.❑ ❑"❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE• COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 23 SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED, ITEMS TO HELP ELIMINATE AIR 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 BED 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 HOMES 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 Nonca IHm sKamI,ms me �MM AK aFnut. IiiOPRETMY, M gAFC XL 1i17°""`� °F �` " ""F"1FAC1�"� DRAWN BY: M.T. DAIS: 12-22-94 REV. LETTER: AA M NG IITtE: SET UP NOTES P.O. BOX M8 M MO NAIEWa AID PROV ED m I f DRAWING NUMBER: SAFETY HARBOR, FLORIDA 34695 RECPW FOR WIC NJtdPOSFS AD MIST IE m-t2-05 PHONE (727) 726-1138 . WT OOIEMM& NO St ael R M OTTERS SU-05-0001 24 .pqp, -0qP. •Wo +IIII�. +UII/ / •quo. EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED' OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦♦ I I ♦ I ♦♦ I I ♦ �♦ I I I I I I I ♦ .�IIII�� ♦ I "qIY ♦ "IIIU ♦ tlIIP ♦ ,Iql, I •�IIII• ^IIII� I dip glgr +IIII� .ylq,. "qm. -4II1, ^Ilil, `4 �Illp qql� .ilp .,till / - COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. - COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0010 PHONE (727) 726-1136 25 SHINGLE INSTALLATION nnnr 1i irn Ti —in /Tvn \ see svJavvrz II �.gruxR '.a""'re w°r"f"" Il mps.. .aawa.M """.� 00 ro O M H � L0 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 & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN_ UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH 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 ❑,F❑ P.O. BOX 368. 901 4th St NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 26 SU-05-0011 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE 1 '--_ _ t = SOFFIT MATERIAL I 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 THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND,IIIkT BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM*OTHERS. SU-05-0020 .27 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN. VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, -AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE. WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: 'ITIM SPEORCATIMS AND DMVMC;S ARE ORICRIAL, PROPRIETARY, AND CONRI)OMAL YATERALS OF ACOBSEN MANUFACTURING DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: / DRAWING TITLE: EXTERIOR SIDING APPLICATION ❑„❑ P.O. BOX 368 me, SUCJI MAC" ARE MVM TO THE ,H` DRAWWNG NUMBER: SU-05-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPBNT FOR SPEM PURPM AND WST BE KEPT WFUNM AND SEG ET FROM OTIM (09-30-08) J 28 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-05-0031 29 APPROVED BY Nifl►UL 1 3 1�i INC. JWIFFA�L-L +T�IQ� (LL13tY4 VIn:YLZI�IwY) �AlNC;or Hli_• Ir_ - • �� �,�,,� Gnu. - - _ _-- IU c.� intro ��- L'tY'R) _ Omit mum a � � f'L`U F? 0 rrH : �.: let .. Z7NE 2 bJJb .3 _ y�e: I.rrs z-v. 1��vtNn� 5ip►*u,; tNsrx.t.�ronl yl•k�L.k=KY�ioL•. JL APPROVED BY . :N '% JUL 131t .jV.� ,,,04%,NC xi_ Riau J JAL j Atr�lilJL 1' ��!JI ALLA—nQtJ usw*K vwYL.,Q) • I I� Ih �(UiX 10oz.c (mm) arIEV "vl-Ah MP61,4 Xl40 x I IhZ!Aw— I , � J F�291�j -- � O.3�°1�L.�•���'(L.T{-ilC,t�lG=fj) • ���yy��plt..� PrL�5. . I �A+tr I o 0 0 0 0 I I •mot ����� �'`•' 50—o5•-0033 �� • n an i •• 1 1 T�'�t'G��INYIIr Stt7t�.q,�"INSt�.L-hPO►� I L MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL °A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") o DETAIL "A" NOTICE: ❑J AC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 ❑ INC. SUCH MATERIALS ARE PROMDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE 4❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 32 DETAIL "B" BY: DATE: S.A. 6-6-94 SHUTTER INSTALLATION NUMBER: SU705-0034 -MOBILE HOME SET-UP 71FDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE. HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1.1/4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE, SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LISILD FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY JUL 1 3 ON INC. F CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF I-ENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. Y a Ow• . 6-6-94 •�;�_�f SU-07-0001 33 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 7-20-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING TIE -DOWN STRAPS ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIDC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 725-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-O7-000Z 34 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 -I BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: -----I^ CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP �/�� TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LJ� 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 I HOT NEUTRAL GROUND 150 2 NO. 1 I NO. 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 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 ❑❑❑❑ H-1111d JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDEN7IAL MATERIALS OF JAC0BSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOFIEHT FOR SPECIRC PURPOSES AND MUST RE KEPT CONRDENTUL AND SECRET FROM OTHERS DRAWN BY: B.C.K. DATE: 03-30-12 REV. LETTER: Q u DRAWING TITLE SET-UP/ELECTRICAL DRAWING NUMBER: SU-09-0001 35 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF -THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT. CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS; AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JAC O B S E N HOMES NOS AM 1HFSE sPEaFicAnoNAND DRAMINGS ARE DRAWN BY: D.M.T. DATE 05-25-06 REV. LEffFIt DRAWING TITLE: ELECTRICAL CROSS —OVER P.O. BOX 368 ORIGNAL. PROPRIETARY, AND CONROMIAL MATERIALS OF JACOBSEN MANUFACTURING c ❑„❑AFETY INC. SUaI MATERULS ARE PROYMED TO THE . NUTABER SU-09-0010 ❑❑❑❑ SPHONER(813) 726ID1138�95 CONFFECMff D HnALMOSEOV Fn�OY O1FBRSWST ��NG (09-29-08) 36 MOBILE HOME SET-UP./ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUN 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 J- `f L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ ❑,�❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: AND THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. ""W" UT: S A D"" 6-6-94 DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 37 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND " SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A.DATE: 6-6-94 REV. LETTER: DRAWING TITLE: " LIGHT FIXTURE INSTALLATION ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 38 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT-OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT" AND CONNECT. THE "QUICK -DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ J AC O B S E N' HO M E S NOTICE: THESE SPECIFICATIONS AND DRAYANGS ARED.M.T. DRAWN BY: DATE 3-22-95 REV. LETTER: ❑❑.❑ BOX 368 ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITTF: OWE]P.O. INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMB. CON. &GAS TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENf FOR SPECIFIC PURr''M AND MUST BE IOPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-1 1 -0001 (09-29-08) 39 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. NOTICE: DRAWN BY: DAIS REV LETTER: ❑❑❑❑ JACOBSEN HOMES THEMSPEWICATIONS AND DRAVANGS ARE D.M.T. 09-29-08 ORIGINAL PROPRIETARY. AND CONFIDENTIAL DRAWNG TITLE: ❑❑;;❑❑ MATERIALS OF JAOOBSEN MANUFACTURING P.O. BOX 368 BNG SUCH W� ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 REPENT FOR SPEOW RIRPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFMMAL AND SECRET FROM 01HM SU-11-0002 00 1 40. MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING I PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY (b _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE _ LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS p. = 1 1/2" DROP . = 1 1/2" DRY VENT O = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE FITTING NAME: = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SET-UP KIT, PL. FITTINGS ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-001 0 41 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED i� (1) FIXTURE DRAIN W.C. DROP 2" i 3" / D i i 2" VENTED W.C. 3^ ALT. DROP / TYPICAL O / �\\ 2" DROP `INDICA S BOTTOM 3 ME i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED i CONNECTION) O INSTALL FULL SIZE W.C. DROP � 1 1/2" 2" CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & O 3., 0 2" 1/4" PER FOOT i USE O IF CLEAN- 3" 3" OUT IS NOT NEEDED O TYPICAL 3" 1 1/2' DROP 3" i 3 1 1/2" 1 1/2" 0 O MINIMUM SLOPE 3 - I/B" PER FT. FITTING SCHEDULE / WITH CLEAN -OUT 1/4" PER FT. OA. VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) . OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / Si 3/4" DROP SECTION 3/4" ELL i i �3/4" THREADED INLET i i f / 3/4" TEE AND J FRESH WATER INLET FOR 3/4" THREADED 3/4- ELL NOTE: INLET - FIELD SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS DRAWN BY: DATE: REV. LETTER: AND DRAWINGS ARE S.A. 6-6-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIAtS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPELIRC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFDENTIAL AND SECRET FROM OTHERS. SU-11-0005 42 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER rrniul 111V01 11u1 (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑■❑ ❑,.❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND MANUFACTURING SENARE MANUFACTURING MATERIALS OF MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST RE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LLIILR: A DRAWING TITLE: WATER CROSS -OVER DRAWING NUMBER: SU-11 -0020 43 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR .CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. . 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER 'Y FITTING 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 ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND RETURN DUCTS. 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. DRAWN BY: DATE REV. LETTER NOTICE: pppp JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWMNGS ARE O.A. 06-06-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: �;;� MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE A.C. CONNECTIONS P.O. BOX 368 WC. SUCH MATDTIMS ARE PRONDED TO THE pppp SAFETYHONER(727) 726IDA384695 RECPIWT CXFOR MWAL AM SECT IM OHM DRAWING NUMBER: SU-13-0001 (09-30-08) ,4,4 i 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 LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** �1 .�1El! 0� • 1091 1 Fitting or Coupling Band Clamp L 3 Duct MIN. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** i SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION 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 EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. * DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ** PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ NOTICE: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE �1:110751:F10IF-11 ■ORIGINAL, PROPRIETARY, AND CONFIDENTIAL P.O. BOX 36B MATERIALS OF JACOMATERIALS SENARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFEPHONER(2)OR, FLORIDA2/1384695 RECKEPITIENT FOR CONFIDENTIALTAND SECRETFIC S AND MUST BE FROM OTHERS. 45 DRAWN BY: DATE: S.A. 6-6-94 DRAWING TITLE: MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-13-0010 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. JSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE R.R. 01-21-00 ^ ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: / \ ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING ELECT/l �\ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE . CLOTHES DRYER VENTING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 465 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 PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN ---- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"uO.C.vMAX. �u DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. 0000 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND oRAwtNGS ARE DRAWN BY: M.T. DATE: 03-08-07 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRANING TITLE: W/H PAN DRAIN D u ❑„O INC. SUCH MATERIALS ARE PROWDED TO THE 0000 HARBOR, FLORIDA 113384695 SAFEP PHONE ( ) KET SPEWIC m g� R IM7 BE MMS. DRAWING NUMBER: SU-15-0003 47' DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUST BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP NOTICE: DRAWN BY: DATE: REV. LETTER: o❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. I 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-15-0002 48 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1, P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR.REPAIR; SHURTAPE PC658, FIRST LINE 620 0�10 HEITNE] JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACWRIALS E PRO U ED TO THG INC. SUCH MATERIALS ARE FRONDED TO THE RECRENT FOR SPECFIC PuRPDat:s AND MUST BE IOPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: D.M.T. DAIS: 10-31-01 REV. LETTER: B (10-08-08) DRAWING TITLE: BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER: SU-15-0010 49 AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS —OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES NOT'c� DRAWN BY: DATE REV. THESE sPECFIGTIONS MO DRAWINGS ARE C.L.Y. 3-21-95 ORIGINAL. PROPRIETARY, AND COWIDENTIAL DRAWING TI MATERIALS OF JACOIISEN MANUFACTLIRINO T�R HANDLER CROSS -OVER P.O. BOX 368 X SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPECFIC M"O AND MIM BE DRAWING NUMBER 1 PHONE (813) 726-1138 IVT C011WITut AND SECRET FROM OTTERS. SU-AC-0100 SO•. m