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Home My WebLink AboutJacobseni SET-UP MANUAL; JA;OBSEN HOMES ' 600 PACKARD COURT � SAFETY HARBOR, FLORIDA 34695 (727)726-1138 NOTICE These specifications and drawing are original, proprietary, and confi COPY Jacobsen Manufacturing, Inc. Such materials are provided to the recipien purposes and must be kept confidential and secret from others. SU-00-0000 REV-07/14 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 I IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL'IBE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT ( OT 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 HOMEIS 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 (,Lb GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY.SETTLED (SEE SUL 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 I' 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 HOMEFROM 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 OFIPIER 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.) f 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) , I BUBBLE i I HAIRLINES CARPENTER'S LEVEL 1/8' IS MA%IMUMACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA' I CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. o❑❑❑�❑ ❑,I� ❑� ❑ ❑ ❑ JACOBSEN HOMES P.O. BOX 368 SAFETY 726-111384G95 NOTICE ,E5E5PECiG,0N5A�OpURINGSAM ORIGINAL, RNOPRIEMR/, AM OWBIENIAL MATERIALS AT JACOBSENARE YNNFACTO THE DEC. RIAL yp7Ep� SEE PROVIDED 1D THE IMTmMID EW ,AM =0 F p p IFA DRAM BY: O.A. DAIS 11-21-06 REV. IEITEN: D ILJ\ ( 10-08-08 ) DRAWING TITLE MANUFACTURED HOME SET-UP DRANING NUYBER: { SU-01-0001 go FRAIE a9mm, R LVI�RiR ll I1E %11 TO OA M Will SUb1 CFXRiE BODE (a 41AUQ B' X R' X 16' MIED MASOIOtY BmU , To OPEN MLS VBRDCA SEE TABLE I FOR PER FOOIE SM AND SPACING SpEmGDm6 M 11) (SEE 91--4A FOR 16 X 16 HFAST PER PAD SPAmm) SEE NOTE 1r- REIM ALL ORCAUC MATBfiAI.-� AND PLACE PAD Ql STABLE SM MfiW HIM BE PER LWAL CODE REUFiRFF m IE-DOYfI STRAPS AT] TO Rm1IE CAI CU1W EACH SECTIN TD BE TD A DONNE HEADED SEE NOTE 14- D01w NEW DETAILS "A" AND "B" �L SEE NOTE J2 DETAIL 'A' ( wom vAm 1em MAx AUIYABE SR RFNm S) 91 NOTE RJ DETAIL 'B' SEE NDTE R PEW VARIES MIDI Al1WABE SOL ffm fa CAPPED In Su wpm BOO( (I@L 4 THNX) 6• If 6' x 16' UUED MASONRY 3= WIN OPEN CEO V110101L (SEE NOTE 11 FOR MAX PIER HEIM 'SEE TARE FOR PER FWD Sim AND SPACUG SFE�fY IM (PALE 10) TEM014 ALL URGAW MA19M AND RAC PAD FB SMBE STO. BIUM FIMM PER IDCAI. CODE IEQIIRE1@DS 0EIV _E OF R►Qp' 1. 360 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' 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. (fc7 - 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 ]-BEAMS TO BE WITHIN 2$ 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 1-BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY Revised Dec ].7, 2008 A1Nc. FEDEML pRNDFGLNPED HDXE CINsfIWrnIHAXO SCFm sFmwDs JACOBSEN HOMES, ��0^"'` ' O.A. �"" 09-07-93 n ORAXDIs Tn1e 'A' 'B' WTEIDIILS Di 114®1 WJl6AC11A16 D�AILS & P.O. FXNR 368 IC S91 YA470AI5 ARE {NOrID ID M SAFE�� 728-11D8 96 � 9 uFale� ��R DRAMS KMBM SU-01-0001.1 12-15-08 ( ) 2 Jacobsen Homes i Load at Frame [each 1-Beam IoceLonl. Perimeter [sldeweO area], and Malting Line for Homes Requiring Perlmettar Supports [in Pounds] - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST SIZES) I I Maximum Spacing Location South Roof Load Zone 1 i20 PsO IZ ft. Max Section Width 14 h. Max Sedian Width I 16 ft. Max Section Width i 4 h. Frame 1260 1460 I 1660 Perimeter 1202 14ZZ ; 1642 Mating Line 2164 2604 3044 6h. Frame 1890 2190 i 2490 Perimeter 1903 Z133 2463 Mating tine 3246 3906 4566 8 ft. Frame ZS20 Z920 I 3320 Perimeter 2404 Z844 3234 Mating Line 4323 •, 5208 6088 10 ft Frame 3150 ' 3650 4150 Perimeter 8 h. Maximum Pier Sparing along the Perimeter and Mating Line (See 8 h. Row) " Mating Line Loads on supports of vent a frame, perimeter, mating line fan be PP given YP ( g ), assumed to be equal if support spacing is equal. -However, if different support spacings are utilized then each suppart with different spacing shall be calculated separately. This table is designed for use with multi -section homes. However, �i f 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. I Alt,,,uds Perimeter Pier Plncement Aviv Id.d V Nuslt ^•t. -:r:uction �y P Perimeter not shown far clarity (do not cut out) Added support above pier PV- 0. TO'yl'vvvvva 57EgFQ�0 No. PE10505134 y STATE OF to Ong'•. / p ' �2� Recessed Pier i '!. V .rs/DIA�?.••'�j1 aigoiiigg1O NA1. EaSyp"` 1. AS an alternate to placing the perimeter pier directly under the p perimeter joist on the floor system, the pier may be recessed up t to a maximum of ten inches (10") from the outside edge of , the floor system (sidewall side ONLY) when a minimum 44 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`1 maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spa sing in ALL windiones and exposures. 4. Also refer to SU-01.0005, SU-01-0005.1, and SU-01.0005.2 5. Refer to other details for pier and pad sizing requirements. 1 6. This detail may be applied to EXTERIOR WALLAPPLICATIONS ONLY. i I i 1 3 SU-01-0001.2 U )e� I —.Air )1'fx:Y:ll �.'.0!1tI1Lt'i': Cry i we Jacobsen Homes Farming Capacitle9 8 in. a6In. (single stack)pier 16 in. a 10 In. (double ztaM)pier Soil Bearing Minimum mooing Minimum Pommg Urminlpreed Unreinfar(ed Ca irey Sire tin.) Btea (In.) Maxim mForcis, ozl-Implaa Maximum 600dn sg wzy4m.g. gp zQ capacity Pba.l caPaatr lmc) minimummmknma it. thickness lint 16a 16 256 1,600 6 46m 6 20.20 40e 2,600 6 2,6011 6 or 24 is24 576 3,701) 6 3,703 6 O O 30a30 900 S,6m 8 5,800 6 O � 36.36 1,396 ),9m W 8,100 g 42a42 1.764 ID,]m le Sol 10 48.48 ;304 t3,lm 12 13,6m 20 16.16 256 2,500 6 2,50) 6 20.20 400 4,00 6 4,O0e 6 d24.24 S76 5,00 8 51700 6 O 0 30.3e 900 8,501, 1.4 10 Sign 6 36.36 1.296 I2.400 ess A l0 Ix,600 ti 6 42e42 1,764 16.500 reas A 12 Sued 10 leads 2,304 21.3m Asims 4 14 3460k) A 12 16a 16 ad 3.00 6 3,4m 6 20a 20 us 5,30 6 Sim 6 Q O 24a24 576 7,6413 8 7,700 6 p 30.30 900 11,703 eva. YO ll,900 s N Idea 1,296 16,70) 15 16,9m se. I 3e 42xQ 1,764 21,701) 18 22,7m shim. 12 16.16 256 4,3m 6 4,30) 6 us 30 a 20 400 6,700 6 6,700 6 O 24.24 576 9,tim • 8 91700 O 6 N H 30.30 9s0 14,900 .A 30 15,Om 8 36 A36 4396 30,700) 13 24400 a. 10 16.16 as 5,200 6 Sim 6 initial 400 8,10 8 Sim 6 x4a24 S76 I1,Sm Anza A 10 11,]m 6 O 30a30 900 37,8111) 1 33 38.1m g 36a36 1,296 all rival 4 14 25,9m 10 N 16.26 x56 ],Um 6 ,am 6 30a E0 400 IO,Bm 8 ]0,9m 6 O x4au 5Jfi all • 10 15,6m 8 a J 3 oa30 9m E3,3m 1 13 24,2m l0 1. The footing sizes sxcem are for square pads and are based Par he arn(m t), shear and tons, rtquired for txe(sods 5Inmh. dau :onligimilons, such al rectangular or repair, unfiguratcns, on be used, prpWde] the area and depth is equal or greater than the area and depth or the square footing shown In the table, and the distame feom the Pit Cf the pier to the edge a the feeling is not less than the thickness of the ficalisgi 2. Jlte 6 In. casNmplace valves on be used for 4 inunremfmred precast concrete footings. 31 the capacity values listed have been reduced by the dead Paid of the concrete feeling. 4. Ccructs block plus must not exceed their design odi of atom has, for Bin, a 16 in, single stack block and 16,CLC lbs. for 16 in. a6 in. Jil le suck block. 5. Aregistered profeasional engine registered architect ship prepare the design, of the load exceeds the capacity tar single or double stack connRe block plus sEeom�n footnote 4. 6 On the frame ll-0eaml a single stack block pier smil net exceed 36- high (see footnote 4 for maunmm capacay) and a courts stack black per -m interlocked blocca hall netexceed 6J'high(see footnote 4 for maximum opacity). SYhen installed along the perimeter or the Halingline a single stack block p.a,i lherexceed 54-In let (see footnote d for maimlm opacilY) AM piers That creed he iiegbl5 suecalfed it lF.is foamcte shall be desl6^etl bYa re6isteredprc esoaml engineerrr registered architect. ] Poured(airin-dace) or precast concrete footings are appropriate for all soil types. ASS plastic feelings (padsl'.ha0 only be used in 3nordarre with the pedmanumdurer sinstrucbons and must be certified for use in the and cbvlfinuon At the nte, liAed and lahlet for the real lead oaci pty. N 4 SU-01-0001.3 MOBILE HOME SET-UP 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 &I.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 THEMIDDLE SET OF AXLES. B. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING. JACKS ANDICOME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: I 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME S AND SETTLING THAT MAY OCCUR. ❑❑❑❑ O .❑ ❑❑❑❑ JACOBSEN HOMES P.O. R, FLORIDAINC. SAFETY HARBOR, 34695 PHONE 727 726-1136 NOTICE THESE SPECIFICATIONS AND DRAWNGS ARE OPoGNAI. PRWR ERRY. AND CdFlOENIAL MATMALS OF JACOBSEN MANUFACTUB14C SUCH MATMALS ARE PROVIDED TO THE ROMEO FOR VMX M"M AM WM ff KE" OXFOO ML AM SM FROM OIIEAS DRAWN BY: i O.A, DATE 06-06-94 REV. IERER: A / ` /H\ 09-30-06 ) DRAWING TIRE: I MOBILE HOME SET-UP 2 DRAWING NUMBER: SU-0�-0�02 I' 5 I SEE NOTE k6 SEE NOTE #77 4 2 1 5 5 3 � —SEE NOTE #2 NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #6 SEE NOTE #7 c*m IN _NOT #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEGFlLAilONS AND pRAYANGS ARC DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER. ❑❑■❑ ❑"❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34696 PHONE (727) 726-1138 ORIGINAL PROPRIETARY, ANO CMlOOEN)AL MATERIALS OF IACOBSEN MAWFACIURING WC. SUCH MATERIALS ARE PROVIDE) TO ME REOPIENT FOR SPECPC PURPOSES AND MUST BE KEPT OONRDENRAL AND SECRET MOM OTHERS DRAWING TITLE: DOUBLE WIDE BLOCKING DRAWNG NUMBER: SU-01-0003 C i I SEE NOTE #7 SEE NOTE #6 j� (2) 1 3 i l i I I NOTE #5 SEE N01 1 i _ I I 1 I SEE NOTE #2 I I i !-8EE NOTE #4- 1 NOTE #5 I NOTE #1 I I I I I NOTES 3 1 SEE 5 4 2 NOTE #6 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 1 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME [-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 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. i f ❑❑❑❑ JACOBSEN HOMES NOTICE: TM3ESPECIFICATIONS AND ORAMNGSARE DRAM BY: S.A.; DALE: 6-6-94 REV. LEVER: BRAVING 711IE: TRIPLE WIDE BLOCKING ❑❑.❑ ❑„❑ P.O. BOX 36B OID41NAl, PROPRIETARY, AND LIXIBDFNNAL MATERIALS OF JAMESFN MANUFACTURING INC. 9 CH MAIEAI ARE PRONDED TO THE DRAIMNG NUMBER I SU-01-0004 ❑❑❑❑ SAFE tt HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIFNT FOR SIWRC PmaaSES MID WST BE NUT WMIMN114 AND SECRET FROV DIMRS 7 7 ADDYL REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS RHIS I&LOCKI G IS IN ADZIMON TO OnDR E DOAINS REO IDI•n DW THIS MAINIIIRIL -ALL FLOM ATOIL9 AND JOIST R® TYP. FIREPLACES ON RmEWALL. M MARRIAGE WALL HOST BEAM NOTE PENWEIER BLOCIN FEWfUED AT 48' OC. Fmz WAX RFTFN TO 9U-0I-000B ANY SIZE TIS ANOdOR SHOWER AT RMEWALL OR MARRIAGE WALL LINGER EACH SIDE OF ALL EXTERIOR DUMB LOCATED ON SIDEWALLS Z OR WOE 46 I/Y IN6W aIf aN PIES REOLMIER AT RAM END AND RErVdIE Y EARN OPENING REZi O AREAS REWIRE PEES SPA® W O.Q WAX (18- OR IESS N DEPTH) EACH ENO OF REIN AREAS RECESSED AIEA5 IF/SDE BAY F¢M RM SPAM 6C O.G WAX THIS ALSO APPLIES TO ALL ENDWALL BAY WINOOWW L VAESS SLIPPORTED BY A FRAME MRNRM GARDEN TDB AT SIDEWALL OR MARRIAGE WALL CARINBTS ALONG SUIEWALL OR MARRIAGE WALL (APPLIES TO BATN CASNEM 8(f OR GUER N LENGTH) (BRAE nMNG WAY BE USED FOR WULIRTE 46 1/Y Tf+M) j I •• SPECIAL BLOCKING NOTE FOR 15•-4. (1047 WIDE V!mB FLOOR INECTION5 ONLY) ) WONG DAPN APPROVAL'gir ON OTER VAX E LEVEL FLOOR SISRll FFST (9LE11NL 1D �E'ANL ON MANAGE Gf WAW BEM 067W UNTER I = O �� ". NOTEi: 9 �� V I8 fi I) 1. FAR TIE AOOWN& 9DOW MM AS KUIM MX USE IC L IC PER PADS RL �� L. LWAE 9=C OUR MIM DST OR NI N C 611E PNO 6 W MM IOGT91 AT IC QC WXMA C CC MAR 20 2014 I 03M PEES AM N AOOQT W AM OW MM PIZ NW MAIM LEE IL C 4. PEISiW 9.00TIG 1S MUD L9W 1IE ROOKS (NA M E SLMW) W QC WAL Fem.l �� R1 S REFS USM FUR PEIOEIER SORT UPPWEr BE NSFAB WIN THE LW MUM PARR M TD THE PUMBt RAL Q �Le(ay v L WEER EN PDS0=0IS MM MY WATIC L E OPEN SPAN WAIER THAN IV. WISE NAVE WTUdUOW FEiIS s RM AT WAR IO' O.L V= IW WE FM ME SPEX NOTE • •. RM 10 9"-%Ml S® 9F ,=2 FOR Td I= SMW JACOBSEN HOMES DIM ST301ina�AR) WIDFS Ala MAIN BY; wtE 4-12-00UATUM REV. IEiIFk P.o. Lwx ass WJWAL 6 PUMY. O QMVD IAL DCWN. PP ` AMIS AXD WFEDIIIIL Ij OiAWNG TITRE: ADDITIONAL BLOCKING SAFETY NEARBOR;F7ARID'�4p95 MA19M AM PRO WD ROT W® 70 DE RU rtIOtV RffV DRAYMG NLN3Ek SU-01-0005 (03-19-14 ) 0 8 A (APPLICABLE TD ALL IMPERIAL AND KI14U' 18e FLOOR FL-DI-000£2) i ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 )c 25 PIER PAD SIN• I1000 PSF SOIL 1 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/F,IATEUNE WALL 48"/24" 64"/40" 64"/48" IAAK LOAD INCLUDING PIER AND FOOTER 1778jj 1 2667# 2950# JAC0139EN HOMED P.O. BOX 368 SAFETY HARBOR.) FLORIDA 395 i V� C E 1V 5�.,'� ,No 454� ! 3Z0 29 : STATE OF ®s®,O��skO R 1 O P 00000'S n i AAL�� 2D PSF ROOF C—FL- 89.01 — 69.03 DV , DARA APPRWALS I APPROVED BY i �May 07,2009 „1Fr,,1"1IoNC. B" kkl! B TD 03-02-09 °fl tETiBt SU-01=0005.1 . 9 PERIMETER BLOCKING FOR 1G0" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (SEE SU-01-0005.1 FOR 1B4" 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 -FABRICATED PEA PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE XORSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PGA PADS ARE TO BE INSTALLED PER THE MANUFACTURERS NSTALLATION INSTRUCIICNS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL DUO REQUIREMENTS ARE TO BE ADHERED TO AS SPEC IN THE JACOBSEN HOMES INSTALLATION NSINUCTIW5 W '0 o MAR 19 2014 � O CL m Li Frd" Mmuf v,.d QHD=CDusssc8sn O AM Sddy SW&d ds JACOBSEN HOMES NOTTOF: THIg�7CA1DNY.ANDC DRANN YOUNG DATE n-18-2011 REV. LETTER: UUDM oATMA PROPRIETARY. AND m u AI JALSAM YANUFAc10M DAA1BNc TmE 13 Wd P.O. BOX AMLq RS PROVDFD tD 1NE NC 91Of YAMU PERIMETER BLOCKING IMP -DC FLORIDA36BMATDDFlS SAFETY HARBOR, ORI3A695 RRIMIS M �ANNC NDMfiFEi: PHONE (813) 726-1138 IOT C%C%FRnWff M A D FROM allm su-01-0005.2 03-19-2014 0 • i BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL COLUMN PIER PIER LOCATION LOCATIONS SEE SET—UP MANUAL SEE SET—UP ADDENDUM FOR,SPECIFICS FOR SPECIFICS R THEMARRAIE PIERSAT BOTTOM OF EXTERIOR SIDING AT SIDEWALL I SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL F R SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL I NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES neg�alcANOrasuooru�xsAxE OWN. PRO`IiTAR1: AM ODIFEEHAL �� +� ��^M M.T. OAiE: OS-20—O6 REV. fEflFlt U piAWNC WILE' BLOCKING (PIER) LABELS „ P.O. Box Jse W- 9xH W,TIZU ARE PRMWD 1D THE DRAMNG NUIBEIt $U—Qj —0006 SAFEIY HARBOR, FLORIDA 39695 PHONE (727) 726-1138 AfO'M FOR 9'FliC PRf@S NO Y6f B: MImfmnli NO Y6E7 FM an05 09—D1-12 TICE: ptAYH BY: ' ADDITIONAL RECESSED PORCH BLOCKING (DES eL(X w S N ADOmoi m Tnmm REWIRED N as IJANuu) RI* un Al, uAY Iff OFTut V rmy um `7 I� ♦ 1 [' 11T 'I'.. '1 V�N ��0 a Tu• a I7+1: ■� i111 11T a 7vv m •i' IA' VI]L .. �CL '1/. •�1:'1 'T NI ..�.. 1 1'. • R. • 1. ♦ n ;l i' p SAr O.0 MAX PIER SPACING AT 4ARRUGEWALL .. XOTt pswxf DETIM EDGE OF PIER AND EDGE ff PORCH POST TIP. P(R01 POST UAY NIOT EXCEED DEPTH (F 1loOR mg (S T/n TIP. PORCH ELOOREIG\51 •1WL PORCH FLOOR JOIST POR01 PF1iREEER RAL !rTYP. (2FApo6 PTV.BE1Y6]]N 2 (SEE OTHER OF STRAPPORCH EImR JOISM (SEE oTi6R Ix:nJu)IEe (e• x e• x 16) WX 16- UK PIER PADGLOSS SECTION VIEW Al TIP. FM Pa M PORCH FLOORING � ";i u m T1P. V-DOIN S1R W (SEE DINER DUALS) rPORW FLWR JOIST -(2)2X6FTX19'Wt ENIXED BEi{1:E1( 2 PORCH I= JOISTS HER (e• x e• x l6) 16' X I6• NOt PIER PAD — CROSS SECTION VIEW 137 TIP. PORCH POST NOTE; DISTANCE �lN£fTl EDGE OF71P. PORCH (IDOANG �I/Y EIAX� ��PIER AND MGE OF FM POST Pon FLOOR 49 HAY NOT ED== 5 1/2• (2)2x6PTX19'dIX - (2)2xePTxle'N BRDCFD BErlEEN 2 BRIDGED BETPEEN 2 PORCH FLOOR. JOISTS PORCH FLOOR Jaws LONGITUDINAL VIEW A2 DETAIL 'A' NOTES; NOTES: L ADDIN NAL eLWW HONED As xmICATEO ABOVE (USE IC x iC PIER PADS OR 1000 PSF SOL CWACIIJ i LOWE (LDCWa10 UW PEiIRM JOIST IR amN 5 T/r Or Elm aT IC ac 415M .1 pMVEImI OLWM a REWM 1YW POW AT EACH POST (m• as VAX) t. ADEDWAL BLOWS REO M As 21DICAIM ABM WW COM OF AD= FM ; (6r 0,1: MAX) s SEE ORER DETAILS FOR OM REOM BLOOM LO W1016 L AM 1-DU9 AT PORWATxRW WALL WY 09M IN 93 TROY VAN HUDSE NREW.: W-NTI1t SmAP OTH R oETAEs) IANGMMINAL VIEW B2 BY NIAIN13, C. zaue IIwuLAlum. KOease mli7aurno�..o s.rLn n."oe°°s JACOBSEN HOMES NOAL� """ y*X WV G TOG AM �,� RR 11-4B-lis ASmul. MWKIAAY• aw 4*n R7Hc RRL` ADDITION CESSED YA4RIILi OF A MM YuerXii P.q Nox JRe a e am uAIw a Am remmw To a[ POR(2I 13LOCKNO SMETY HARBOR, fLIXtmA }{695 A0 W PoR SIC=PAMS AYI YJT7 K DRAYJNT M1Asm PRONE (e7a) ns-1138 mI W6DDMLNO=0Iawmo¢ SU-01-0007 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 I 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 DpF John C. Doeden, PE * 45404O�2''''� 15133 CR 22 - i•Q�'6�u' ' * = Goshen, IN 46528 va: Phone: (574) 825-7640p • ST�TC OF ;1�r ATTACHMENT TO HOST BEAM ATTACHMEI4T 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) ALSO MEETS EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, WINDZONE III 07-0051 DPSFO RE C z20 ROOF 10 PSF D.L N D S 01 AEF. G"S NOTES Ej�Q �APPve�� •�f� WIA AFVROVA 1. HOST BEAM @NSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMFNI: �.-c1}F1Cl CCl' APPROVED BY 20' WIDE MAX WINO ZONE 2 OR IZNM EV. B SITES. _: %i : f 16' WIDE MAX MNO ZONE 3 OR 14OMPH EXP. B SITES '^ :i_VC Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL RE -DOWNS IS = 24501 WIND ZONE 2. 29601 WAND ZONE 3 A , t INTRINC 3. WALL FRAMING 6 2 X 6 SPF (J IC O.C. 9 ; STA• r_ OF ; Q' + . FEDERAL MAx16ACf 1RED HOME CGRSTRUCRBNAND SAFETY STANDARDS 4. 48• D.C. PERNEXII BLOCKNG REOI.IRED ON HOST BEAM SIDE OF HOUSE •F`O�IaV„•_��,`� .• �NOTI�a e4(s rT JACOBSEN HOMES nc9e5FEale.suroDn'w�FTdE' °' r. D.M.T. DATEof-io-o7'E"O caxM PRWK' R7. AIO wA>aaBa DRAWIHG BILL P.O.Box 3se uAmlulc a A oxoui M~w np ee K 9" NAa1a ARE FRIMOED 1G >K ATE TO HOST BEAM SAFETY HARRBR. FLORIDA 34695 PHONE (727) 728-1138 : ISGMt RR Y FM6EAS Ya MUST At NX Fdu[OmFI He S a m mli!)S DRAINNG NUMSM. SU-0I—ODOB BLOCKING FOR TEMPORARY SET 1 I SINGLE WIDE UNIT FLOOR SYSTEM MUST BE LEVEL MAIN I—BEAM HEADER PIER BLOCKING PIER I .MAIN I —BEAM I _ HITCH TEMPORARY BLOCKING IS REWIRED 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 [—BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA I j I MULTI —WIDE UNITS I MAIN I —BEAM BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER I HEADER AXLE I MAIN I —BEAM BLOCKING PIER I BLOCKING PIER MAIN I —BEAM I _ — _ i r — MATE LINE —I AXLE IMAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I— BEAM i I FLOOR SYSTEM MUST BE LEVEL MAIN IZ HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. I I BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA 15'-4' (184�) WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND I MARRIAGE WALL ❑❑❑❑ JACOBSEN HOMES NOTICE TE%SPECRa1TMRMORA%MAM DRAWN BY: r D.M.T. OATE 10-10-08 REV. LERBL ❑❑■❑ OD(D+a. HamF IMT. Arm mEmomu. DRAWING TOLE ❑\I❑ P.O. Box MATEMA1S Of JAL1785D! MANUFACTMG SUCH MATMAHS AM FROVW M TIE TEMP. BLOCKING — ❑❑❑ ❑ FLORIDAM SAFELY HARBOR, ORI34695 PHONE (727) 726-1138 HEa7m FOR SIM FUfM AND W m IEv1 CCIfoom No Kau (Mal 07HM DRAWNG NUMBER: SU-01-0009 BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER MUST NOT EXCEED 1 /2" (THIS APPLIES TO ALL BLOCKING.) ❑❑❑❑ JACOBSEN HOMES x°TTAD TecsE sPumcAnws AND oRArnRcs ARE DRAMNBY: O.A. DATE: 10-17-08 RE4. E7EN: ❑❑E❑ DRANING TI1LE ❑,�❑ P.G. BOX 368LOCKING YATDUALS OF JAACCOBSEN MANUFACTURING INC.NI91CH YATFANS ARE 10 NOTE ❑❑❑❑ SAFETY HARBOR, FLORIDA 26-11 34695 PHONE (727) 726-1138 RF q c FOR PLEao JJD Yta7 BE DSES AND BE IIQPTT CttUIDGNIAL Am gGET FfNll O7HG1S DRANING NUMBER: SU-01-0010 C. No 45484 ALTERNATE MAIN BEAM PIERS (6' x 6 x 161'1aI *RM Wr UDO Rp ryRTAR 09 ant IE M) An* PIER CARIED MAIEO w1BE9� (SEE 07L A Y � x Ifi' [IIIID �AStl&tr E . �TH 0i41{ tE115 N6 SINGLE STACK BLOCK PIER AR ro a CAPAa SEE l p FITA��F 1-EEAIiJ 6 EpECAv 11 1%Alp/a A1� 4 x SE Nt (SEE PIER CAPi4��Dgg 11TH Oohmm- MAPRESSLIRE I DatuyeER (SEE I ) Et IT B' 1160 CELLED VASOIW1 BLOW 01H OPE4 TBLS VERTICAL DOUBLE STACK BLOCK PIER 16,OOD in CAPAare (SEE 1(DTE 0 ! 12) B' Y It Y 16' HT 0 CONCRETE BLOCK IS SH* x CE4 aT%- THE lop ro THE B0E0011 of ➢tF ➢EH 1(OT E7CEEDD 1/Y. 8' Y Ef x 1r'"""R MhOETE ROM AM SI* Hoorilk mos in TEP ro THE EOIP OF THE 1VR N01 EY® 1/% FLOOR VOI)TH MAX. MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPAanES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 140 IMDE FLOOR 2428 LBS. 3488 LBS 450 LBS. 5608 LBS. 160' *DE FLOOR 2661 LBS 38M LBS 5014 LBS, 6191 LBS 184' *DE FLUOR 2961 LBS. 42M LBS. 5615 = 6941 LBS PIER LOADS INCLUDE jVGHT OF PIER UP TO 2501 - ADD DIFFERENCE g1THEN PIER WEIGHT IS GREATER NOTEI 00T WaTHS INCLUDES A 6' OK1a1ANG ON BOTH" SIDES UAIDI%U)(. REF_ CALCL (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL MARIfNO PSF) L AGN. su-of-cuo FOR PEER SPA" c le Ir le PER PADS mm DIAN TTEE Off. G T BE LISTED AV CERT01ED TOOEEYQED OR EE EQUAL HN A PER CAPACITY. ' 2, #0 USING PER PADS THEV MUST BE LISTED A CERUM TO =0 OL EQUAL INN PER CIPAOTx z SPA0NC SIK p N BE CHALET ASO FUR FLU IDIOM aRD!#,AL EACH I-EfA�I ANR UA T1�TiJ ,L ANY PER NF10115'1�A.BOK 6Y IIIUST BE BESEAIED BY A PL O AAROUTECT S, G�ARP VUSOL BE SO LENGTH AND #DTH AS THE TIERS di #OOH THEY TEST, 6 BE U$[p TO�FBLff � L 14(1NG VERTICALLGGAPP& OR 2 at s aAp1 kD�NAL saro cdNQETE Raa WAY TO PSF DLL. BY ftlllTtev sed 'Oct 17,2008 m��a -.-R, _._ O.A. -- 2-8-99LILIllu - JACOBSEN HO EO 11R39�Ti1G1;' �� P.O. Box 36B Ee iTaAts" B>EDi ALL VAIN BEAM PIERS B sAFEPH NE(7HARBOR. 721 95 � 'Ciw ssm ffitOS 0R G N E�+ SU-01-0021 110'08-08) 9 i 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 ,I i ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESESPECNTCATIONSANDDRAWINGSME ORUGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACDBSEN MANUFACTURING ��.�;� �,. ,...... B.E.M.2-11-99 .._. -___ DRAWING TITLE. MIN. HOME SET HEIGHT ❑,.❑ P.D. BOX 360 INC. SUCH MATERIAS ARE FRONDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPENT FOR SPEORC PURMiES AHD MT BE KEPT CONFTDENTUL ME SECRET FROM OTHERS DRAWING NUMBER: S()-G1-OO22 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 S9.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-, 39' 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53' 73 1/2- 93 1/2" 113 1/2" SEE NOTE y4 160" WOE FLOOR-- 30" 48 1/2" 66 1/2" 85' 103" SEE NOTE q4 184" WOE FLOOR-- 26 1/2' 42 1/2" 58 1/2" - 74 1/2" 90 1/2" 107' MIN. PIER CAPACITY 1778 LBS 2667 LBS 5556 LBS 4444 LBS 5333 LBS 6222 LBS 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 p4 SEE NOTE q4 SEE NOTE p4 144" WIDE FLOOR-- 46" 73' 100" SEE NOTE y4 SEE NOTE q4 SEE NOTE g4 160" WIDE FLOOR-- 42" 66 1/2" 90 1/2 115' SEE NOTE #4 SEE NOTE q4 184" WIDE FLOOR-- 37" 58 1/2" 1.79, 1/2" 101" SEE NOTE y4 SEE NOTE q4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: G DAPIA APPROVAL SEE CR Lz S, •'5.,, ) "" C- ry-G FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 7 _ ''"` APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. ''n' ;ATE cs� ' Er •' ;• �� •. OCT 112111 3., ALL OTHER REOUIREMENTS ARE TO BE ADHERED 10 AS SPECIFIED IN THE JACOBSEN ,4` HOMES INSTALLATION INSTRUCTIONS. 4. MAK PIER SPACING 8' FOR UNITS WITH 8' I 10' FOR UMTS W/TH TO- OR .,C.�% , _'yi .. ., C R •"' I` 1�' N p Iv -BEAMS / 12'-BEAMS (24' MAX. FROM ENDS). qt; FEDERAL MANUFACTURED HOME MKTRICTITIN AND SAFETY STANDARDS' JACOBSEN HOMES NOTICE: THESE s. .M aR.WwcNM DRAWN BY: D.M.T. DALE: 09-22-01 REV. LETTER: „ P.O. BOX 368 ROPMETAR ORIG■ MAT Ru. POFJA CBS M UFACIU INC Ml SUCH AT RALS ME OMOEDCTO ME PIC 9101 YA1F1I.LL5 ARE PRDMOED TO ME DRAWING nT.E: PRE —FIB: 16' k 18 1/2 PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REM NT FOR SPECSC PUV=5 AND WST BE KEPI DAnDENTAI AND %OiEI TROY D11E, DRAWING NUMBER: SD-01-0023 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) I MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL!! BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3b00 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 63 1/2- 100 1/2- SEE NOTE 84 SEE NOTE B4 SEE, NOTE /4 SEE NOTE #4 144' WIDE FLOOR-- 54' 85' 116 1/2- SEE NOTE 84 SEE NOTE g4 SEE NOTE N4 160' WIDE FLOCR•• 49" 77 1/2- 105 1/2- SEE NOTE B4 SEE NOTE #4 SEE NOTE N4 184' WIDE FLOOR-- 43' 68' 93" 117'1/2' SEE NOTE B4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LEIS 6868 LBS 8242 LBS 9616 LBS I 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) I 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 B4 SEE NOTE #4 SEE NOTE B4 SEE NOTE N4 144' WIDE FLOOR-- 54 1/2' 86' 117 1/2 SEE NOTE K4 SEE NOTE y4 SEE NOTE g4 160" WIDE FLOOR-- 49 1/2- 78 1/2" 107" SEE NOTE #4 SEE NOTE 84 SEE NOTE #4 184' WIDE FLOOR-- 43 1/2' 69' 94" 119' SEE NOTE 94 SEE NOTE X4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 18333 LBS. 9722 LBS. i NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-01021 I I ENS MPR I'a,,11t. NOTESi1. TO THE CONCRETE •,%STE •('•Y�i�! ��' DAPIA APPROVAL' -SEE 1 /G•1 MCATED PIER PADS YAY BE USED AS AN ALTERNATE Q. 4 _Q THE HONES SET-UP MANUAL v •G , AF''•, y — C- rY - (4• FOOTINGS SPECIFIED W JACOBSEN E,0 0 '•Q� 2. THE PRE-fABRiCATEO PER PADS ARE TO BE INSTALLED PER THE L 3 ' 910334 '' �� PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE M08UUM 3 PIER CAPACITIES SHOWN ABOVE. s�r. OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN g �� OCT 1 1_�.- I ALL ALA �T� NDMES INSTALLATION INSTRUCTIONS. 9O•.•-• ' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH TO. OR S ., {3 It;12' ' I -BEAUS (24' MAX FROM ENDS). EDFRALAIANUFACTUREO HOME an /NI BY: DATE: REV. LETIBL .. JACOBSEN HOMES THESEspEOROAmsAnwarmARE D.M.T. 09-22-01 DR*NAL PROPWETARY. AND D.AmNTM1 DRAWING TITLE: I _ P.O. Box ]68 MATERIALS OF JACOBSDN MAKFAMROpG PRE—FAB. IB' X 22' h 20' PIER PAD SPACING IND SUCH MA7E14NS AIRS PRO%= TO THE SAFETY HARBOR, FLORIDA 34695 RDXHNT FOR VWX P"M AND "T I DRAWING NUMETER: PHONE (813) 726-1138 KPI Oano uq MID mm IROM OTHM i I I SD-01-nD24 ;®1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. 432 7/8 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 70 1/2' 110 1/2- SEE NOTE @4 SEE NOTE p4 SEE NOTE #4 SEE NOTE q4 144' WIDE FLOOR.- 59 1/2' 93 1/2" SEE NOTE g4 SEE NOTE g4 SEE NOTE 14 SEE NOTE q4 160" WIDE FLOOR- 54" 85' 116' SEE NOTE p4 SEE NOTE Q4 SEE NOTE p4 184" WIOE FLOOR-- 47 1/2' 75' 102" SEE NOTE #4 SEE NOTE y4 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 SO.INI MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 95 1/2' SEE NOTE b4 SEE NOTE g4 SEE NOTE p4 SEE NOTE B4 SEE NOTE N4 144" WIDE FLOOR-- 81' SEE NOTE #4 SEE NOTE J4 SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 160" WIDE FLOOR.- 74" 115" SEE NOTE @4 SEE NOTE #4 SEE NOTE ff4 SEE NOTE q4 184" WIDE FLOOR-- 65" 101" SEE NOTE @4 SEE NOTE y4 SEE NOTE B4 SEE NOTE .#4 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 i5'ifY1/f1Y(„� "TiO� rL1Tt.: NOTES: I. PRE -FABRICATED PIER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P DV .*� 7'! r'� GQ.•''G�`'T� - ' :` - n"• 't DAPIA APPROVAL: 5 9-E C ff e, P&. �rY FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 950334• = •; p..pROVED BY MANUFACTURERS INSTALLATION UISTRUCDONS AND MEET THE MINIMUM �.m L, PIER CAPACITIES SHORN ABOVE. '. STATE f,'� �•CNiANUFAMRED OCT 1 1 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN yA HOWES INSTALLATION 4. MAX. PIER SPACING 8' FORUNITSMIN 8' [-BEAMS / 16 FOR UNITS MIN 10' OR y�y1O� " Q C\��,` INC. .... s 12' I -BEAMS (24' MAX. FROM BIDS). A HOME JACOBSEN HOMES THESE SPEODCATIONSEAND DNAWNGS ARE DRA N BY. D.M.T.01 E1TER. LEI ul P.O. BOX J68 ORMNAL, PROPRIETARY, AND COIMN➢AL MATERIALS OF .MCOB MANUFACTURING me SUCH MATuaAts ARE PROUDEO TO THE DRAINING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING O IDA334695 SAFETY HARBOR. FLORIDA PHONE RECRUITFLOWSMIST BE WxFOR SPECD3[d� DRAINING NUMBER: SU-01-0025 ' f 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SO.IN) i MAXIMUM I -BEAM PIER SPACING j FLOOR MAXIMUM PIER SPACING (SOILI BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 113 1/2- SEE NOTE Q4 SEE NOTE p4 SEE NOTE 94 SEE NOTE B4 SEE NOTE p4 144' WIDE FLOOR-- 96 1/2• SEE NOTE g4 SEE NOTE 14 SEE NOTE J4 ,SEE NOTE 14 SEE NOTE p4 160• WIDE FLOOR.. 87 1/2- SEE NOTE 84 SEE NOTE g4 SEE NOTE p4 SEE NOTE 94 SEE NOTE N4 184• WIDE FLOOR-- 77• 119 1/2' SEE NOTE p4 SEE NOTE B4 SEE NOTE #4 SEE NOTE N4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11.736 LBS. 14,083 LBS. 16,431 1 I I' i NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. • I FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: NE-FABRICATED EN V +;.•y F.q; Fri DAP A APPROVAL' I. PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL O� (�Q;.•'�,\ST I NO. d •.T• = G- iV� I • O 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 910334' e =_ APPROVED BY PIER CAPACITIES SHORN ABOVE TO SPECIFIED IN THE JAC06SEN P,�. �E :• •, gTAT� .'� = 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED AS A ram••., g:'�'•�',. pq OCT 1 1 HOMES INSTALLATION INSTRUCTIONS. 4. MAX PIER SPACING B' FOR UNITS'MTH S' I -BEAMS / 10' FOR UNITS WTH 10. OR i Ff I PINC If I -BEAMS (24- MAX FROM ENDS} c s JACOBSEN HOMES NOTICE THcsE sKonunas Am m-Gs ARE RAM BY: I D.M.T. 0 S IONA: 09-22-01 'N DRANING TITLE: PRE-FAB. 26• PIER PAD SPACING P.O. BO% 368 OMGNAL PROPIAETARY, NO COIIIXNTIAL MATUMS OF JACOBSEN MANUFACTURM INC SWN WIEMALS AK PRO','DEO TO THE DRAtlNG NUMBER: � I SD-01-0026 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RICNOII Fa SPWTIC Sims'NO MAT BE byT CWRNTML AVp MCJRT MIN OMAs. C 7 17" X 22" PIER HOOTER SPACINGS* (MIN. 374 SO.IN) MAXIMUM I -BEAM PIER SPACING NOTE., MAX. PIER SPACING WITH sss 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's" 120'"s 120'sss 120's" 144F WIDE FLOORss ST 76' 103"s" 120"sss 120""s 120's" 160' WIDE FLOOR" 45" 69 1/2' 94' 118'sss 120's" 1200s" 184' WIDE FLOOR** 40' 61" 93' 104'"4, 120""s 120"s" MIN. PIER CAPACITY 2597 IRS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH " INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY IE ROIRlOED) TYPICAL PER mu HAM ORIENTATION OF BLOCK PLACED .SYMETRICALLY ON PIER PAD PG. G ED�O��`�se�� C-SU -19.01 `evos>�p? a NOS: d e p a DAPIA APPROVAL' 1. PRE -FABRICATED PIERS UAY BE USED AS AN ALTERNATE TO THE CONCRE m SPECIFIED IN THE JACOBSEN HOMES SET-UP UANUAL ( m APPROVED BY 2 THE PRE -FABRICATED HER PADS ARE TO BE DISTAUED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE IENAIUM ®'$ ` STn r rj 1= o a m0T°^. CVa Dec oA,2oo9 PIER CAPACITIES 940VM ABOVE v ®sBoe O 1 ALL OTNER REOUIRDIENTS ARE TO BE ADHERED TO AS DIED IN THE JACOBSENROM Sp INSTALLAON p6'Pa9BOBflgc FOR 4. MAX PIER SPACINNGG EY UNI79 MTH C I -BEAMS / 10' FOR UNITS B1TH 10' LR 1400'4� If "E41S. (24' MAX FROM ENOSAISE 1/2 THE MAX PIER SPACM F THE PIER 9'91NO S LESS THAN 48' O.C} JACOBSEN HOMES IMSKORIGNI�AND ORAMMARE DRAWN BY: M.T. DATE 11-23-09 ITEM. LEM duMRc nTIE 17 X 22" PIER SPACING P.O. BOX 368 OMM PPAT ARY, AM mvmLxnu MATERUJS OF JACOM MAWACTURM SAFETY HAR(,,,FLORIDA 34895 INC.SUDI UAIEMS AMFRZ1CLD 10 THE PJ W FOR mfc HLP09S Am muEE DRABWG NUUMER: PHONE 813) 726-1738 WTOWROWRU.AMSIDUWACUM SU-01-0027 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12—WIDE WIDTH MAXIMUM 01 05 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 4548y) 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 01 05 PIER SPACING SOIL BEARING PSF CAPACITY 2Q © 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 50148) 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 05 PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615g) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 69410) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSFROOF 10 PSF D.L. NOTES: ( ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL ".GWA-VS,0l- 2T, 02 EN0NE`�tAy )PR RovAsT, DAPIA APPROVAL' 03 ALL FOOTERS TO BE BELOW FROST LINE. `��PQ.•GMM�STEgF •�l ''.� APPROVED BY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM 0. ••. �_ SQUARE INCHES REQUIRED. 910334 IN 50 ALL UNIT WIDTHS TO INCLUDE 6• SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. �•+ OF = PINC. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING LEST PERFORMED ON YOUR TAT •,//V P• FEDERAL MAxuFAC7URE0 HOME CONSTRUCTION AND SAFETY STANDARDS SOIL TO DETERMINE THE VALUE. MAR 0 1 1999 JACOBSEN HOMES T Eff SPEORG1nONi I; DIATRITS AW ORIpHA4 HHHOETmT. AND C01iIDE U9 OFF P.O. 80X 368 WWI&S or ATSEN YAHUFAC c OIC 91CH YATOEALS ARE PROMM TO THE I SAFETY HAADOR, FLORIDA J4695 REORwT Tm S-E=swags W u ¢ PHONE (727) 726-1138 RPf @610DfOAt mu SEw ROII 0➢ FOOTER SU-01-0040 I i i I I I I MOBILE HOME SET-UP ( i i DIM. DIM. 'B' B` COLUMN #1 `COLUMN #2 COLUMNI#3 I I I i I I COLUMN SUPPORT SPANS I 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 W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE', CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). I I I I i I I I I I I ❑❑❑❑ JACOBSEN HOMES NOTICE: DRANNBY: DATE REV.lETTS: ORGM 6PEDIRDA EDNi AND CONFIDE ME S.A; E-8-94 ❑❑.❑ MATERII• PROPRIETARY, AND MANUFACTURING ORAYAND TI P.O. BOX 36BINC.FSUCH OF JACDBARE YAMM TO COLUMN SUPPORT SPANS ❑„❑ WENT RAIERIAE6 ARE PRDN so Rl THE A SAFETY HARBOR, FLORIDA726-11 3. KEPRRHi FOR SFERIC SECRETS ADD M BF DRAYAND NUMBER: SU-03-0001 ❑❑❑❑ PHONE (727) 726-1178. NFPi ttWNDEi1D11 AND SECRET FRDu o11DAi 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. 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 NTH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/40 WIDE MAY BE SEALED PATH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE MADE 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 STRIPSI. 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 PATH 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. Ho x[cEr DRAMN BY.. DATE: REV. � JACOBSEN HOMES ME9'E(.N.oTlcM: .AM M.T. 12-22-94 WOW. mmwmy." CWTOlm DRAWING nne SET UP NOTES A P.O. BOX 36B YAIPAIAIS OF I%OASIH MAKWAcT"G M 30 YARRALS ARE IRMW TO B E SAFETY HARBOR. FLORIDA 34695 REF W FOR WOW RAPES No L'M BE DRAWNG NUMBER: m-Os-0e PHONE (727) 726-1138 KE" CWWRAL M 9DUTRIM OREAS SU-05-0001 EXTERIOR ROOFING CLOSE-& i. RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET -;UP MATERIALS APPLIED -OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINGGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) I ♦♦I I I I ' I I ' I I I I I ♦ n.♦ ♦ I n I A ♦ �> I I ♦ 1 I0ro I,IA. � I N ♦ !aI COMPLETE SHINGLE ROOF BY o ADDING FINISHING COURSE(S) ®o TO SHINGLES INSTALLED IN THE FACTORY. ♦ �'.®, ALLOW TOPI END OF TOP ROW OF SHINGLES TO EXTEND ;;ACROSS RIDGE]ONTO OPPOSING SECTION OF MULTIPLE WIDES. � 4 i '(SEE SU-05-0011 FOR SHINGLE n FASTENING REQUIREMENTS.) ,I i I 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 NOES ONLY) I NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. i I ❑❑❑❑ ❑❑■❑ ❑\,❑ JACOBSEN HOMES ' P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B NOTICE: 1HFSE SPEGIi1CAROAND DRAMiNR ARE ORIGINAL PROPRIETARY, AND CONOOEN➢AL MATERIALS OF JACOBSEN MANUFAMRING MC. WAN IIATEFINS ARE PROMOEO TO THE 'REGIMENT FOR 9M IIIFOO AND MUST BE KEPT CONFEElMX AM Y.ORT MU OREM un7 n,: S.A. un,c: 6-6-94 DRAWNG TITLE: '1 EXTERIOR ROOFING CLOSE-UF ❑❑❑❑ DRANING NUMBER: SU-OS-OO1 O I I SEE PAGE RC-19-0002 SHINGLE INSTALLATION T FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED. IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF 114E ROOF. ❑❑❑❑ JACOBSEN HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8' X 3/4" X ❑❑■❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑"❑ P.O. BOX 368. 901 41h ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8' X 3/4' X 10 GA. ❑❑❑❑ SAFETY HARBOR. FLA. 34695 STAPLES 12' O.C. MAXIMUM. PHDNE (BI3) 726-113B 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE /� SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8' STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. © 6-6-94 REVISIONS: DATE: 12-21-94 SU-OS-0011 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL 1 METAL DRIP EDGE i 1 t-== SOFFIT MATERIAL I FASCIA MATERIAL I ' 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. 1 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 KITi SHIPPED WITH THE HOME. i 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 5/6" 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 i STARTER STRIP I LAP SIDING APPLICATION DETAIL f I ❑❑❑❑ JACOBSEN HOMES NOTICE: iESESPECIRCAnONSAND DRAWNGSARE DRAWN BY: S.AI. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: 1 ❑❑■❑ ORIGINAL PROPRIETARY, AND CONRDENIIAL ❑"❑ P.O. BOX 368 MATERIALS OF JALOBSEN YANIND TO THE WAT SIIA WF JA O ARE MANUFD T ME EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: I SU-05-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 BEDPAN FOR SRO1C NTTi/3 YD.W51 BE KEPT CDDMnX AND SIORT FRW *DINERS 31 . I MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN NEW DETAILS IDENTIFlNG 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/r 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. IT DRANK BY: DATE REV. LETTER JACOBSEN HOMES 1HE� �ErnretwxSAND AND DMxwcs ARE O.A. 06-06-94 91-11:1 UR04AI. PROPRErARY, AND mMIDiNML MATERIALS OF JAMM MANUFAMPNc DRAWNG TITLE: EXTERIOR SIDING APPLICATION P.O. BOX 368 Na SUCH MAXIMS ARE PROYM To THE SAFETY ONE (27) 726 1138�s5 KEPT O F AND M t� 0 DRAVANG NUMBER: SU-05-0030 (09-30-08 ) 32 I I I MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I I MATING LINE OF UNITS 1 I ; I I SITE INSTALLED EXTERIOR SIDING I I Fes— MATING LINE OF UNITS I I I ' I i I X SITE INSTALLED INSIDE CORNER POST i SITE INSTALLED EXTERIOR SIDING I I I I I I ` I I I I I I NOTICE DRAW BY. DAME: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPEGFlCA➢ONSMuDRAMNGSME S.A.1 6-6-94 ❑❑■❑ ORIGNAI PROPRIETMY, m CONRDENNAL DRAYANG TIRE: ❑"❑ P.O. BOX 368 MATERIALS OF JACOBSEN YMUFACTURINC SAFETY HARBOR. FLORIDA 34695 wO. SOGI MAMUALS ARE PROMM TO THE EXT.S D.APPL. FOR SLIP UNIT REWDNI FOR S P ftP AND rust BE DRAYANG NUMBER ❑ ❑ PHONE (727) 726-T138 rEDi Ca31GDIM1LL AND s[aar Fiml OIMAS SU-05-0031 33 w I APPROVED BY JUL 1 9 St ON R , tXjaR1oR ��- �eAT�t�� 11� ^LL?-notJ lwao*Kvwyi,slon�l w w i I I .�.IFIED FS-A l�I,fpiO� . i i me I V 6r-VIL�k2u2' -1G'Y��+JCVfId S�I�2�� 3�1e°o.c. g2. - I�i�?r'71m�X1'f2'�pL��A-��OL.p:Jro AI I - , cAu - Gtlh) �IWA ` I td'cZ,. �� FORM yItJYL. �pllf(� If�SiALI-11T1GiJ-C�RF-�irl.�Dy) \,,.M- 61P10 R WITFJ- - I(o'ba. It4p*Tpt * CHIQ.) �"aas . 71J1JE 2 6ND .3 �r 5�3-oS�oo33 t'r�'v1N1L 51flny� INSta>•L.AFG>•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 WNDOW 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" ❑❑I�I❑❑ JACOBSEN HOMES NOTICE: TIESE SPECIFlCATONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ��IryIIII��III ❑„❑❑ P.O. BOX 368 BRIGNAI, PROPRIETARY, AND CONDOENTAL MATERIALS OF JACOBSEN MANUFACTURING WC SUCH MATERIALS ARE PROVED TO TIE DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEODC PURPWES MID MUST BE KEPT COWIDE09 MO SECRET NOW OTHERS. 36 MOBILE HOME SET-UP FSPECIFICATIONS. RE TWO TYPES OF NAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU T YOUR HOME FROM BOTH TYPES OF WIND FORCES. G DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND NS.ORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE ESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING? 3.150 POUNDS 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 DE7ERIORATION 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 j STRAPPING, 1,1/4 INCHES WIDE AND D.035 INCHES IN THICKNESS, CERTIFIED BY A ,REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL - AND SEALS. ANCHORING NOTE' THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT:AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE'WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LISTED FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ONJUL 1 i INC. i 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. 6-6-94 SU-07-0001 37 r - 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 JACOBSEN HOMES NOTICE: TESESPECIREARONSAND DRA'MNGSARE PROPRIETARY, AND CONDOENOAL MATERIALS OF JACOBSEN MANUFACTURING UKAWN PIT: S.A. uAic 7-20-94 KEY. LEI ILA. DRAh1NG TITLE: TIE -DOWN STRAPS ❑��❑ P.O. BOX 768 INC. SUCH MATENALS ARE PRONOED TO ME ❑❑❑❑ DRAWING NUMBER: SU-07-0002 SAFETY HARBOR, FLORIDA 34695 REOPUNT FOR SPEOAC PURPOSS AND W l BE KEPT CONFIDENT& AND SEOLET FROM OTHERS PHONE (727) 726-1133 38 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 I 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 I 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 BEIA TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. t-,lo OT LEADS (RED & BLAC f) NOTE: SEE BELOW CONNECTED TO MAIN BREAKER I FOR SERVICE CONDUCTOR SIZES o I I GROUND (GREEN OR NEUTRAL (WHITE) BARE) WIRE TO WIRE TO NEUTRAL GROUND BAR 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 I CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS —OVER WIRES ARE COLOR—CODEDi SERVICE CONDUCTORS MAIN BREAKER I HOT 1 NEUTRAL GROUND 150 2 NO. 1 i N0. 1 NO.6 200 2 N0. 2 0 1 NM 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 0R 12" X 12" X 4" —'1200 AMP f ❑❑❑g JACOBSEN HOMES NOTICE 0ESE61EWCAU "ORAVINOARE Cra MIAL, PRCr3¢ A� 1m DRDRAMBY: B.C.K. DATE 03-30-12 REV. lET1ER: DRAWING TITLE 1:100 P.O. BOX 368 - YATEII 44COM UANUFACn G a , SET—UP/ELECTRICAL B ❑,.❑ NC 9101 YATOWLS ARE PROVW TO ME DRAWING NUMBER: p L SU-09-0001 ❑❑❑❑ SAFETYHONE (813 726-11138 1,695 ( ) IOP�lON ANTLALLAAlD FRROM OOHM BE 39 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 BOTTOM BOARD WITH DUCT TAPE. IN THE ❑❑❑ ❑,,❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY PHONE�(813) 7261DAJ84695 N0T1CM Tx[s mmDanas AlID giA1BiG5 AFE aaM%4 PROPRETARC M C@6IDfNBAL YAIMALS OF JACOBM YANUFACTMG INC wal uAmaAis Aa I'BONOEB ro THE WIE�IDR =RIgR M WM BE D MENK AND DRAW BY: D.M.T. DATE 05-25-06 REV.IENBt ( 09-29-06) DRAWING TITLE ELECTRICAL CROSS —OVER DRAWING NUNBBL SU-09-0010 40 MOBILE HOME SET- UPALECTRICAL WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM [�Pll:�[eIdi3 E GROUNG WIRE MAY BE ATTATCHED TO ANY PARTI: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 I NOTE: ALL EXPOSED NONCURRENT CARRYING I 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. I I 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. I{ 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, I CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ JACOBSEN HOMES NOTICE: SPEtlDCRUAR AND YRAMnOE ME S.A. 6-6-94 ❑❑■❑MAT OMGTRESS AI, POFJATARI', AND CDXDCENRAL YANUFACIMRING pRAPoNG 11RE: I ❑„❑ P.O. BOX 36B YAIERIALS OF JACWSFN MC. SUCH YAIEIWLS ARE PROVIDED TO ENE TYPICAL ELECTRICAL GROUND ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B KOPIfNT FOR SPEDRC PU806E5 M MIST BE NEPT CONRDENOAE MO SEMET MOM OTHERS. DRANING NUMBER: I S�-D9—DD2D 41 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 MESE SPEpFlCA MW.NNOTICE: ➢pus AND DLS ARE DRAWN BY. S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE ❑❑■� INCANA4 PROPRIETARY, ANU COMFlOENRAL ❑"❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIM ARE PROMIDED TO WE LIGHT FIXTURE INSTALLATION DRAVANG NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIMT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONI'MENDAL AND SECRET FROM OTHERS. 42 MOBILE HOME SET-UP I PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. f SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. I 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. I WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSEDWATER 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 THEI 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 THEMTANK 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. I 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). I THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. 13EFORE TURNING THE GAS ON, 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. ; I 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK—DISCONNECi' 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. I i ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. R, FLORIDABit SAFETY HARBOR, ORI34898 PHONE (727) 726-1138 NOTICE: AND a OEFIDI ARE nasE L. PROPRIETARY. OAT AI, OF JATARY. AND NUFACInnA1 S OF JA[OfiARE PROVIDED TO THE SUCH Bit mw IUTRaus ARE Htowm 10 ns RECPFnT Fat SH RABAffi W MUST a ITT COMEDDIM AM SECRET FROM 07HM uurmMT: D.M.T. UAIL• 3-22-95 REV.lkT1ER: n 'H\ (09-29-08) DRAPING 71Il£ � PLUNB. CON. &GAS TEST DRAPING NUUMt - - I SU 11 0001 43 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 xoTIC& 1NESE sPElutanas A!ID auWwcs AMD.M.T. UNAWN BT. DATE 09-29-OB REV. lEM: OPoaNAI. PROPREURY. AND CONFDFNRA DRAWING 11TLE' ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACARRIG INC. SUCH MA7 A1S ARE PRDYM TO TEE PLUMBING TEST — ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FIEro¢xt FOR SlBFeCgS Ma N6f BE 107 CONEIDE1 & AEA SEaV IM OEM DRAWNG NUMBER SU-11-0002 44 MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ®I ( � DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE I DIRECTION OF FLOW FITTING NAME: LONG TURN'TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET—UP INSTRUCTION SYMBOLS O. = 1 1/2- DROP O. = 1 1/2" DRY VENT 0 = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOT1A RIESE SPEpFlCAlIp45 AND ORAMNCS ARE MnNrvNOI: S.A. � 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, ANU LONROENTIAL DRAWING TILE ❑„❑ - P.O. BOX 358 ING MATERIALS AT JACORIALS ME ROMEDCTO ME INC. NR14 MATERIALS ARE MANUFD R WE SET-UP ,KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPiENT FOR SPECIFIC PURPOSES AND MAT BE DRAWNG NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTAL AND SECRET FROM DTHCNS I SU-11-0010 dS MOBILE HOME SET-UP 2' WET VENT WITH NOT MORE THAN UNVEN TED / (i) FIXTURE DRAIN W.C. DROP / / 2' 3' / / / D / i 2• O A L T. �NDROPTED W.C. 3' O / /� _ 3 / / INDICAI OF 3' u __1 1/2' DRY VENT (SEE ALT. FOR LIN ED / OPT. WET VENT W.C. DROP CONNECTION)/ 1 1/2' / 3' / O / 3' TO ON SITE DRAIN CONNECTION 0 1 / MINIMUM SLOPE 18" PERWITH CLEAN-T. I 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2' DROP / 2' �— INSTALL FULL SIZE 2' CLEAN -OUT IF SLOPE 15 BETWEEN 1/8- & 2' O 1/4' PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED TYPICAL 1 1/2' DROP / / / / 1 1/2- FITTING SCHEDULE OA VERT. TO HURIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) QB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 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 / WATER HEA / SECTION / / / �3/4' THREADED INLET 3/4' TEE AN FRESH WATER INLET FOR 3/4' THREADI SINGLF WIDFS AND MULTI- NOTE. INLET - Fi EL WOES WITH PLUMBING IN THE TWO EXAMPLES SHOWN ARE INSTALLED TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION (MULTI-WTDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING _IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ ❑❑■❑ ❑,I/❑ TJO�,{ JAC0BSEN HOMES IV� P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPEDDCA➢ONSAND ORAWNGSME ORIGINAL PROPRIETARY, AND CIARDENRAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO ME REOPIENT FOR SPEaFIC PUIPOSES MO MUST BE KEPT CONODENRAL AND SECRET FROM DMERS. UXATM UT: DRAWING TITLE. DRAWING NUMBER: 46 IROP p. - (FIELD yINSTALLED) 6-6-94 DRAIN SET-UP SU-11-0005 ELL FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER I f\ILI\ \il\VJJ-VVCR (SEE DETAIL BELOW) I I TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES E TYPICAL FLOOR ASSEMBLY i WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES i NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCATIONS. F 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 I' X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL I ❑❑❑❑ ❑❑■❑ORIGNAL, JACOBSEN MONIES NOTICE: THEE M'GNAPECIFICATIDNSAND DRAWINGSARE PROPRIETARY, AND fANODENTIAE I UNAWN JUT: uA U C.L.Y. 10-23-95 DRAWING TITLE. ❑„❑ P.O. BOX J68 YATERALS OF JAC063TJ YANDFACTURNC INC.H C. SUMATERIALS ARE PROVOEU TO THE WATER CROSS -OVER DRAWING NUMBER: ! SU-11-0020 El SAFETY HARBOR, FLORIDA 34698 PHONE PHONE (813) 726-11J8 REORIENT FOR SPECIFIC RMPOSES MD Muh, RE KEPT WNRDFFM AND SECRET fROY 01N 5. 0 47 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" FFFnNG(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 �ONEONER UNIT RETURN DUCTS. (AIR HANDLER. CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROMDED 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 nws AND oRAwxcs ARE THESE SPEaRuxDnAND DRAWN BY: O.A. DATE 06-06-94 RLY. LETTER: ❑❑■❑ P.O. BOX 368 adLTMAI. PROPREG ,, AND W tixrIML OF ACDBSEN MANUFACTURING DRAWING 7U- DOUBLE WIDE A.C. CONNECTIONS n ❑„❑ INC.ATFRIMS SUCH MATDauF1m s ARE WFD TO THE ,H` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 WDF0T FOR SUM PIRnSES Mm MUST UE IEPT CC JMMAL AND S CET FROM OTHM DRAWING NUMBER: SU-1 3-0001 (09-30-08) 48 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. I METHOD PRESSURE DETAILS LIMITATIONS TAPE ONLY (FOR LOW PRESSURE D NOT TO EXCEED 2 IN. W.G.) CONNECTIN SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS -- CONNECTING OR SPLICING TAPE & CLAMP!!!�� (FOR LOW, MEDIUM l�lV1V// OR HIGH PRESSURE NOT TO EXCEED D 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS -- SPLICING A) B) C) D) E) F) CONNECTIONS FOLD 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 AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET OVER FITTING. APPLY DUCT TAPE- AROUND JACKET AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP.. AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIAT TOOL UNTIL ALL MATERIAL UNDER CLAN 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. SUP 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. I 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 A) FOLD BACK JACKET AND INSULATION FROM TEND OF DUCTS EXPOSING CORE. B) INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. C) APPLY DUCT TAPE- AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH SCORE. D) BUTT INSULATION AND PULL JACKET FROMIONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE- AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. - A) ' FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT ITWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECT IONS UNDER 'CONNECTIONS'. I • DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD (JPC622, TUCK p92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. j1 •• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G! (DIAMETERS 3" — loll) AND 2 IN. W.G. (DIAMETERS W 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 P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B NOTICE: THESE SPECICA➢ONSAND URAMNCSME ORIQNA4 PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED 10 THE REOPIENT FUR SPE�IC PWPOSES MI MUST BE KEPT CONDDEXDAL ANO SECRET FROM OiNFA-1 unarm or. S.A. nm. 6-6-94 1. DRAMNG TITLE: I , MOBILE HOME SET—UP DUCTWORK DRAMNG NUMBER: 1S I SU-13-0010 ❑❑❑❑ -tv ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. NSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: THOSE urcnrvn HT: R.R. OATE: 01-21-00 REV. LETTER. ❑❑■❑ ❑„❑ P.O. BOX 368 SPEgFlCAPDNS AND ORAYANCE ARE ORIGINAL. PROPRIETARY, AND CONFlDENIIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING llTLE: ELECT. CLOTHES n INC. SUN MATERIALS ARE PROMOM TO THE DRYER VENTING H SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REORIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CCNFIDENDAL AND SECRET FROM OMENS. DRAWING NUMBER: SD-15-0001 50 2 i 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. I TYP. WATER HEATER Ed II PRESSURE AND TEMPERATURE RELIEF LINE I I II I I II II i WATER HEATER PAN II i II I FACTORY INSTALLED I I DRAIN THROUGH FLOOR�� It I ! i AND BOTTOM BOARD TYP FLOOR SYSTEM II i II II I I DRAIN TO EXTEND II I I I PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED I TYP. I -BEAM I AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SITE INSTALLED DRAINS PIPE AND ELBOW PIPE TO BE SUPPORTED (1/4" PER FOOT MIN. SLOPE) 4'-0" O.C. MAX. j I ;SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW I 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. i 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. I—I❑�❑❑ I— EF-1 ❑�F❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 xOT1AM naps£ �EDRunoNs AM mAMNGS ARE ulanwus5 Ca83NMYAMIFAC7Ud N0. BIDI YAIMALS AM PFIDYDFD M HE RED'W FOR 7c F W IOSF M Mq CD MTK Ala SEDEF FRDI 9W& DRAVN BY: DATE M.T. 03-08-07 REV.IETIFR: D B DRAWNG TIE 1 I W/H PAN DRAIN DRAMNG NUMBER f SU-15-0003 W 1 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 C.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 VENT CAP RJACO❑❑ ❑■❑ ❑„❑ BSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 NOTICE: THEHESPEMIICATIONSAND DRANWOSARE ORIO1NAL, PROPRIETARY, AND =11DENIX MATERIALS OF JACOBSEN MANUFACTDRINO INC.UCH C. MATERIALS ARE PROMED TO THE WOPIENT FOR SPEC PURPOSES ANO WST SE RPT COMIDENOAL AND SEGO FROM OTTERS UXAM UT: S.A. DAIS: 6-6-94 REV. LETTER ORANINC TITLE: DOWN DRAFT RANGE VENTING ❑❑❑❑ DRANING NUMBER: SD-15-0002 5Z I I DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURINIG TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. I I I I I I ' I (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER f I I VT PIPE ON SITE INSTALLATION) i I NOTTOE urtnmY er. unic JACOBSEN HOMES THMSq =T01 AMMAWMSUM M.T. 10-1B-07 Wes. PNaORY, #A NFDOil1L DRAMING TRIE WT9MMI5 ff AMEN YAWACMWO P.O. BOX 36B „� ya W„W,115 „� r++o�ctn To CLOTHES DRYER VENTING . SAFETY HARBOR. RARNA 3"95 MTaf7ff RR SE61C B16745 AIO It DRAXING NDIDBJtR: SU-15-0004 PRONE (727) 726-1138 MFPI mMmMoit uo �eT B011 ooMRs , i� 1 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 PC656, FIRST LINE 620 ❑❑❑❑ ❑❑I■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX FLORIDA SAFETY PHONE 727 7261DA3 4695 > NOTICE-- THESE �caNCAnoxs AND pLlNWG6 ARE MAIRIIAAfS�OF JAACC� MAN9FACIURmO COODDM NO. ED01 MATERIALS ARE PROVIDED 7O BE JOT nuSPEW� M MIST FED� U ANN „.: D.M.T. MAt 10-31-01 N��. L I[ D ILJI 1 O—OH- DRAWING TIRE BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER: SU-15-0010 54 I AIR HANDLER CROSS -OVER CONNECTIONS I PLENUM (DUCT CONNECBON BETNEEN CROSS -OVER SUPPLY DISB2IBURON BOX) I /DUCTS SHALL BE MADE PER OTffIERI DETAILS. 00 00 f 1 CEILING BOARD L--- PLENUM (DUCT OISTRR3URON BOX) UNIT MARRIAGE IWE, I I DUCT RISER(5) (SUPPLY DUCTS) 4 AIR HANDIER A/C SYSTEM (AIR HANDIER, ETC_) SUPPUED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW f 1 G i I JACOBSEN HOMES NOTICE: AM DRAW BY: DAIS REv.lEnm east sPe RWRII J a Nm oOW ARE C.L.Y. 3-21-95 OIdaRAI. PROPRRTAR'/, ANO CONII00l7UL „ P.O. BOX 368 aAM LL5 OF ACMSDI YNUiACI"G DRANWG RILE: HANDLER CROSS —OVER INC sow YAamNs AR[ PRDVM TD na SAFETY HARBOR, FLORIDA 34695 R[OPOR FOR SK= TllrM ND W9 B[ PHONE (813) 726-1138 JUT CON NO sEaaT ryas ORtRS ORANING MIYBDL atOD1SU—AC-0100 55 99 SHION