The URL can be used to link to this page

Home My WebLink AboutSET-UP MANUALSt. Lucia County SET-UP MANUAL JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-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 IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE sPEaFlcAnals AND ow►wlHcs ARE DRAWN BY: O.A. DATE 11-21-06 REV LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ISUCH OF JACOBSEN ING DRAWING TITLE MANUFACTURED HOME SET—UP Q ❑„❑ P.O. BOX 368 PROVIDED M THE INC.Nc. sucH MATBeus � I�RowEo � THE u ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REww FOR SPEOFIC RMRPOSES ADD M)Sf E KEPT COIIfl0ENM AND SECRET FROM GTFmts DRAWING NUMBER: SU—OI-000I ( 10-08-08) MAIN FRA11E 1`- ! MOMMININTSPlUEDYWFE PER CAPPED IM H SOLID CONCI IE— M= (101. 4' 710) If X B' X 16' CELLED MASONRY BIM—,, WIDE 00 CELLS VERILCAL SEE TABLE I FOR PER FOORE STID G AND SPA= SPIxDallo S (PAGE 11) (SEE Sl!-4A FOR 16 X 16 PRECAST PER PAD SPACING) SEE NOTE #4--- MIOVE ALL ORGANIC MAII7Kf AND PLACE PAD ON STABLE SOIL BELOW FROST LIE PER LOCAL CODE Iff01JElFJm IE-DON STRAPS ATIACIDDNS ON 70 RIDGE BEN COL EACH SEC10 TO BE CONNECTED TO A DOUSE HEADID ANOIDR SEE NOTE SEE NDIE R J SEE NOTE #3 DETAILS "A' AND "B" — SEE NOTE j2 DETAIL 'A' pow VARIES mm MAX A VABLE SOIL BEAM) OWAO 1RFJ1ID1m UALA M (SE NOTE 01) PH CAPPED WM SOLID CONCRETE MM (NDLC VICK) Ii X Or X 16' CELLED HASO M BLDIXS WRH OPEN CELLS VERDCAL (SEE NOTE F FOR MAX. PIER N®tifl5 AND DETAIL ABOVE) 3EF TABLE FOR PER FDOTER S1mNG AND SPACING SPECIFICATIONS (PAGE 10) REMOVE ALL ORGANIC MATERIAL ARD PLACE PAD ON STABLE SOIL BELOW FROSILDNE PER LOCAL. CODE AEOUII&]m DETAIL 'B' "SEE NOTE 12 POSlgd VARIES 10 MAX ALLOWABLE SOIL BEAR 01 S G 6 I O B 1. 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT 1-BEAMS. 54" MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED 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. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12" MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24" OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6" IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4" LONG BY 6" WIDE AND NO MORE THAN 1" IN THICKNESS. DMA APPROVAL' APPROVED BY No 484ON Revised mo e�c� 17,2008 All ® o o® � j I V. c ° o STATE OF a r�� FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O R ®pN� . � . ,. ••"."P JACOBSEN HOMES im mAmm AIDbRAwn ARE a1 MAL PWWTMY AND oolF;MWK DRAWN 6Y: O.A. DARE 09-07-93 REV. LERTFR A°B° °A° DRAwNNG MILE:P.O. BOX 36B MA19 MS CF AAotaM MAIRlPACRM DETAILS & NM 910E MA70U AIE PRMM Tp TIE HARBOR. FLORIDA 34605 FF W FM Agra= RA' M AID SAFELY MW BE PHONE (727) 726-1138 W T OMM M. AID ME FM ODERS (12-15-019) DRAW DRAWING NMR $lJ-01-0001.1 2 .✓ of f.a,d alr� I • � ,�, �' ' 4 t i•z:lral �:anuf:+ctu;ed Ho_ae 1b• ".liction Jacobsen Homes Load at Frame [each 1-Ream location), Perimeter (sidewall area], and Mating Line for Homes Requiring Perimeter Supports [in Pounds] - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS [JOIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 aft. Frame 2520 Z920 33ZO Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement Fw^" �M� L.� rn Perimeter not shown for clarity (do not cut out) Added support above pier • Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 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") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones 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. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. 19 •'fO Q No. PE10505134 STATE OF rr�w 9'• /NDIANP' OJONIA LtuG` 5/6/2014 3 SU-01-0001.2 f+ hCL k- =a I redt'rli jV.,j7Uf.?CE:-rA Jacobsen Homes Footing Capacities 8 in. x 16 in. (single stack) pier 16 in. x 16 in. (double stack) pier Soil Bearing Minimum Foaling Minimum Footing Unreinforced Unreinforced Capacitity Size (in.) x Area (in. ) Maximum Footing cast -in -place Maximum Footing cast -in -place (psf) Capacity (lbs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 16.16 Z56 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 %A O. 24 x 24 576 3,700 6 3,700 fi O O 30 x 30 900 5,600 8 5,800 6 O � 36 x 36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 Wore 10 10,700 10 48 x 48 2,304 13,100 note 4 12 13,600 30 16.16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 w CI a 24 x 24 576 5,600 8 5,700 6 O O 30.30 900 8,500 Neu . 10 8,900 8 s-1 36.36 1,296 12,400 nou . 10 12,600 8 42 x 42 1,764 16,500 note 4 12 16,800 No4 . 10 48 x 48 2,304 21,200 .are 4 14 211600 Nave 4 12 16 x 16 256 3,400 6 3,400 6 ... 20 x 20 400 5,300 6 5,300 6 Q O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 Not.. 10 11,900 8 N 36 x 36 1,296 16,700 a a 4 15 16,900 nab . 10 42 x 42 1,764 21,700 .ate . 18 22,700 os. 4 12 16.16 256 4,300 6 4,300 6 r- � 20 x 20 400 6,700 fi 6,700 6' a O O 24 x 24 576 9,600 ova 4 e 9,700 6 N 30.30 900 14,800 nave 4 10 15,000 e 36 x 36 1,296 20,700 nou 4 12 21,400 Nab 4 10 16x 16 256 5,200 6 5,200 6 n w a 20 x 20 400 8,100 N11. 4 8 8,100 6 O x4s. • O 24 x 24 576 11,50o note . 30 11,700 6 � 30 x 30 900 37,800 N.I. 4 12 18,100 oro4 g 36 x 36 1,296 25,400 NO, 4 14 25,900 Nare 4 30 s4- 16 x 16 256 7,000 6 7,000 6 CI' 20x20 400 10,800 Wore. 8 10,900 6 r O O 24 x 24 576 t5,500 . 30 15,600 8 a 30 x 30 900 23,300 ov4 4 12 24,200 nou . 10 1. The footing sizes shown are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other configurations, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the fcoting is not less than the thickness of the footing. 2. The 6 In. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead goad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,000 lbs. for 8 in. x 16 in. single stack block and 16,0001bs. for 16 in. x 16 in. dcuble stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6. On the frame (1-beam) a single stack block pier shall net exceed 36" high (see footnote 4 for maxrnruni cap-ty) and a double stack block pier wqh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single slack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the iieghts specified it this footnote shall be designed by a registered prcfessional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only he used in accordance with the pad manufacturer's mstrucuons and must be certified for use in the soil classification at the site, listed and labled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTIONS) TO THE HEAVY SECT10N USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. NOTICE: DRAWN BY: DATE REV. LETTER: = JACOBSEN HOMES THEM SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ORIGINAL, PROPMETARY, AND CONFIDENTIAL DRAIWNG TITLE: MATO ;❑❑ SUCH AT JACOIMLS AEN MANUFPROVIDE TO THE MOBILE HOME SET-UP 2 ING P.O. BOX 368 INC.�, SUCII yATQ�ALg � PROVIDED TO TI{£ ❑❑❑❑ SAFETYHONER( 27) FLORIDA11 84695 REIT CONI' IX PM FROM OTunST�ff DRAWING NUMBER: SU-01-0002 (09-30-08) M SEE NOTE #7 SFF NOTF 9fi 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 \-NOTE #5 i SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 4 2 1 5 5 3 >- SEE NOTE #2 --SEE NOTE #4--� I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFEPHONER( 27) F726OR113IDA 64695 NOTICE: DRAWN BY. - THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TI MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PWADED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NI KEPT CONFIDENTIAL AND SECRET FROM 'OTHERS. 6 S.A. DATE: 6-6-94 REV. LETTER: DOUBLE WIDE BLOCKING I SU-01-0003 SEE NOTE #7 SEE NOTE #6 I NOTE #5 SEE NOTE #3 - - I I SEE NOTE #2 ' I ---SEE NOTE #4 NOTE #5 NOTE #1 I SEE NOTE 3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS 13-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. I #7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JAC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 1726-1138 NOTICE: THESE SPECIFICATIONS AND ORAN7NG5 ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DAIS: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 I % ADD'L REGIM PERIMETER BLOCKING - ' ALL FLOOR WIDTHS ITHIS BLOCKING M IN ADDITION TO OTHER BLMUNG RFd UVFn IN THIS MANLUIL - ALL FLOOR WIDTHS AND xHST I� Tw!lvNAii!!i TYP. saoEPI erg ON SRIEWALL OR MARRIASE WALL HOST BEAM NOTE PERIMED MWING REQUIRED AT 48' O.C. MAX REFER TO SU-01-0008 I� ANY SIZE TLIII AND/OR SHOWER AT SSIEWALL OR MARRIASE WALL UNDER EACH SIDE OF ALL EXTERIVIR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/f 1LNDOWS PUM REQUIRED AT EACH END AND BETWEEN EAEI DPENINS RECESSED AREAS REGURE FERS SPACED 64' O.C. MAX (18' OR LESS N DDM) EACH END OF RE[81E13 AREAS RECESSED AREAS W/ZE BAY REM PIERS SPA® W' O.C. MAX. THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS LNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 6r at MAX ----------- ---- 9--- �F--- CABINETS AWNS NWEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS W OR GREATER N LENGTfI) (SAME BLOC 0 MAY BE USED FOR 1AILIIPLE 461/Y WOWS) so PEAOEO IWING IS RFOUFWD (MARRIAGE AND MOW) 917 ON WHER MAX SPAMG OAPIA APPROVAL: W E: LEW! FLOOR S`fS1EN RRST (MINALL IO SLLIEYIALL OR MARRIAGE WALL) eEFORE NSTA M PERIMETER ELtOCI(S o s� > N� :AUU1UO Lu li El v ](S E D D & MOW NUM AS K01M MME USE 16' X 16' PER PADS IR AP � 2. LOCATE ROM UIM PURLMM MT OR r11EI 6' OF TIE BO OF W JIM LOCAM AT 16' at YAXYIII. O MAR 20 2014 1 OlLW PUS ARE N AU M TO ANY ODER REpIW FM AIOR; HAM BE i ILI.�Ia�+c IS RLQUA MW TLE FLM (uAR a a SIOETOMLS) Wat MAL a FcduW m 5 PERS USUA FOR PUKU SUPPORT t0lST EE INST40 MITI 1NE LONG pt]ISION PNR&M TO TIE PLFJIEIL3t RAL QMd H. n E MEN PETKO Ul UG IS REFIRED, ANY MAW LNE OM SPAN GREATER TNAN 11Y. MUSU HAVE 079UMI PUS Sday I lm AT MAX W at DINT 16f TUE FURS, SEE SPED NOTE • •. MM TO W4-0006.1 NO SU60-fl005.2 FOR 26 FLOOR SOX NOTIM. UKAM dr. O.A. UAit 4-12-00 ter, I�iirn JACOBSEN HOMES TRUST SPILNCA7M M MAVINGS ASS WJWAL PRDWI MY. AND COIFImsm DRANNG NU P.O. sox 3sa MATS OF dACOM CIA► WACMSIG ADDITIONAL BLOCKING INC. SM YAMM ARE PRMM TO TIE SAFEOE(G3�95� RR MA�DRAWING NUF R SAFETY ) 726-138WU, SU-01-0005 (03-19-14) 8 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-UUDS FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS NAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. LLl 'fl o MAR 19 2014 fx � 0. C Q Federal Manufa on ucdtion Home Coaptr And Safety Standards JACOBSEN HOMES NOTTC>; THM S�CATMS,� qA�S, 'B� (;.YOUNG DATE 11-18-2011 REV. EETTER: OIOGNAI, P MMMTAn Alm CONFOENTUL DRAWING TITLE as P.O. BOX 368 MATERIALS CF JAWM MANUFACNRNG INC. SUCH MA79 ULS ARE PIVAn M THE PERIMETER BLOCKING IMP -DC SAFEPHONE (1) 726-1138 4695 w pRpps6F 7 DRAWING NUMBER: AIC SU-01 _0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM kh., FOR SPECIFICS j BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS . BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT 6, THE MARRIAGE LINE) A JACOBSEN HOMES NOTICE ,� ,,,,�,� �,A„.�,� DRAWN BY: M.T. DATE 05-20-06 REV LFRFIt ORWAL PR PMARY, AND CONI'MUTIAL YATEIDALS OF JACCBSEN YAKFACR1f M DRAWING VU- BLOCKING (PIER) LABELS „ P.O. BOX 355 INC IT MAINARE PROYDED 10 THE u SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 REOPEENT FOR VIM RIiP Z AND WE7 K WEPT 0=DW& AND SIXIV FROM OnM DRAWING MIIIBM SU-01-0006 (09-DI-12) 11 ADDITIONAL RECESSED PORCH BLOCKING (THIS eLoaU IS IN ADOIAW TO BLOCIN REOIARED IN TNts MANUAL) 61' MAX 61.11AX USE DETAL TM' ONLY NO OUTRIGGER 5 ON FLOOR JOIST SEE DETAL ll' �. /SEE DETAL Y DIRECTLY U S POR17i POST All TYP. RECESSED PORCH IGIIE. f ExTE1:loR >rAu — � AWED I-BEJUI WIDER EXTERIOR WALL•--\-- '� ]• 17' 1.131 •� �}171 1' M '� 1 ��'1 T � R]I ! T .1 T li J - ' 64' O.C. MAX PIER SPACING AT IIARRIAGEWALL ROTE DISUNCE M3111 tI EDGE OF [PLR AND EDGE OF PORCH POST MAY NOT EXCEED DEPTH OF TrP. PORCH POST TYP. PORCH POST FLOOR JIM 151m 51 *MAX TVP. PORCH FLOORING PORCH FLOOR JOIST OOUBLE PORQI POWER RAIL ~� (2) 2 x 6 PT X If UN. TIP. TIE-DOWM STRAP WCED B TMO 2 (SEE OTHER DETAILS) PORCH FLOOR JOISTS TYP. PER (6• x d' X 16') 16' X 16' WN. PIER PAD -CROSS SECTION VIEW Al I TYP. PORCH POST TYP. PORCH PL FMC 7_jr �� PORCH FLOOR JOIST (2)2X6PTX18-WL BRIDGED BEiT EN 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' TYR PORCH FL ORWC PORCH FLOCK JOIST DOUBLE PORCH PERIIO:TER RAL 2 X 6 FIX iB' MIN ]rmp I= BEIN�EEN 2- . TIP. 11E-001R1 S11iAPRCH FLOOR JOISTS (SEE 01HM DETAS) (11' X Ir X 161 IC X IC YBL PIER PAD CROSS SECTION VIEW BI TYP. PORCH POST �,,401: DISTANCE BETWEEN EDGE OF TV. PORCH iIOORRIG 5 I/2• �� 1 PIER AND EDGE OF PORCH POST POD FLOOR JOIST HAY NOT Exco 5 1/2- (2) 2 X 6 PI X 16' UBL� 2 . W_00104 SiR� (SEE OTHER DETAIS) PORCH I'LLMOMR L AOOITIO I& UMREOUXtED AS MIOICAIEO ABOVE (USE 16• X Hr PER , G�' PINK CM 1000 PSF 5OL CAPAC1TV) 0. N 2 LOOATE BLOC W UNDER FIRIMETER JOIST OR NIHN S 1/r OF END OF 1C O.C. NXit LONGrUMINAL. VIEW B2 „+# DETAIL ' B' 1 PER6iM awwc IS Man UNDER PM AT EACH POST (61 at UAX) 4. ADOIBOUIL B10CF3148EOI1 M AS INDICATED ABOVE UW CENTER OF ADOED F-DEAA * : v 1 `0'�' j s sE>: onFER pEiAiS FOR ohilt REQUIRED noaaNc LOCJIna+s UAY OI:FEE N 93 FROM INN HOUSE t .BEM ♦ /s \'�� :LoLoo APPROVED BY Dw 13,2006 sa I N Il'°'f INC. FEOEWLL MANOFAMPtO MOMS i CONSTRUC(ION Mo SAFETY STANOAROS 6 AM I -BEAU Ai POACN/-iER10R FYALL ♦�.,` TE; ;�17 � C't'►S�`v NO= m s= •. mOAIL• REY LETTER JACOBSEN HOMES AIz mamwd-a Am R.R. 11-2e -os a XIMA. +al WTMX AD =WMI& DRAW TILL ADOITTON L KCLM Mama w mum FAINJFA: wo PORCH BLOCKING P.O. BOX 368 X SM MAXU.S AN PMDM To AFL SAFETY HARBOR. FIORIDA 34695 FSCFlBII Fdt 90r/1G FVRPOgS A10 YVSi N ORAWNO MNBE16 PHONE (>!13) 726-1138 un OviIOE"11AL IwD SFJ 01Rm off = 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: 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 Ial;fftttrrig" o John C. Doeden PE : 45484 15133 CR Goshen, IN 46528 Phone: (574) 825-766� p S T�,T OF �4 OR�pP'��+'• 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE —� HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PPR.TIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 NOTES: 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT- 20' WIDE MAX Wq @ ZONE 2 OR 12.7MPH EXP. B SITES. 16' WIDE MAX HIND ZONE 3 OR 14OMPH EXP. B SITES 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL RE -DOWNS IS 24501 WINO ZONE 2. 29601 WAND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF /3 16' O.C. 4. 48. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE All or::a�` •' ��`' .. •'max .� JACOBSEN HOMES ntx s csoiams e=& OA=A1. PROWTARY. AND OQfMOTA „ P.0. Box s6a YATERLAU OF JACOB" V~ACTURRID PC 91011 YATDRAIs ARE PROMM' 10 IHI SAFETY HARBOR. FLORIDA 34695 KOMI — 9iQ1C nrvm " mw RE PHONE (727) .728-1138 . 'M CCWWDML Alm SEOV MOM 0rAM 14 ALSO MEETS WINDZONE - III EIPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY ON ;I Jan 20,200 !• INC. FEDERAL UANUFACTURED NOTE CONSTRUCTION AND SAFETY STANDARDS D.M.T. I 01-10-07 ATE TO HOST BEAM R SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT MAIN I -BEAM HEADER PIER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT.THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. �� JACOBSEN HOMES IlItIE-10 P.O. BOX 368 SAFETYHONER(727) 726ID 138�95 NOTICE: THESE SPEaRCATIONS AND DRAMINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPENT FOR SITM PIUM AND MUST BE KEPTOOIE100T11AL AND SECRET FROM OTHERS 15 HITCH HITCH DRAWN BY: DATE REV. LETTER: D.M.T. 10-10-08 DRAWING TITLE TEMP. BLOCKING - DRABING NUMBER: SU-01-0009 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 .(PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157' 144' WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 1 26" 42" 158" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4" TYP 7" OR 8" T TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST ' CONCRETE FOOTING d00 �d- 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE- NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS: (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. C f.N A- - f G� S O 2 %aunFF" l l NOTES: ENS v&114wF 'A, STE,9 • '�. DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND .�! No FO '• APPROVED EY SPACINGS.910334 •; 2. START [-BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME SPACING SHOWN IN THE �o� - * IN AT EACH I -BEAM, AND MAXIMUM CHART ABOVE FOR FULL LENGTH �. OF 14 OF HOME. �o STATE �C1: INC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS �'po"'. P:� �� ' •.N p► • FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WADE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. . �,FS�+ . (� CONSTRU�IQflJ�W ISI¢EIY.$JppIpARDS /�f{ U 1 ly�� JACOBSEN HOMES THESE SI'MCANTM AN NAOM „K AWN BY: M'OKT OATS 2-8-99 REV. LETTER- P.O. BOX 368 DR MAL FRaP WARY. AHD CaWMT'AL INC RC SU S AMMS AM PMDED TOF JACOMTO THE I� IL�J DRAWING 11TLE: 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PECIR94T FOR SPM mIPOSES Am UMT DE IVI CWDORNL ARD SEGO FROM OTHERS. DRAWING NUMBER - SU-01-0020 17 ALTERNATE MAIN BEANS PIER (f x t x t6'I oo1E>E Y � 6' MAR O plpir REOUiIED) A FRO I-sE4 �DiFJ1GY RF A�A1�/OR xE10,�i 4� x USED �QRr A� (Sao �) , a PIER CAPPED MAIM LUF'R (SEE 40TE f,) 6 IV ads x �07H MENa Maoals SINGLE STACK BLOCK PIER � � NSF'°F'L''�e CM I AR TO AN � No 45484 a � SAX cAPAdn-� 10 0 STATE" c-P ° F'61V A 8' x e X 16' CELLED VAS01(tY BLOCKS OTH OPEN CELLS 4FRTEAL DOUBLE STACK BOCK PIER 140001E15, CAPAIm (SEE: 40TE 0 A R) tf x 8' X le HOLLO* COIMTE BLOCK IS L "L O�i5ETS TKE TOP To 1HE BO OF Tiff Prig e(OT Emn t/Y. f x 8' x It HOLLD# CIACiETE BLOCKS AM SH* iAL OFFSETS FROV THE TOP To THE BOTT Or THE In UST 40T EXCEED 11t. FLOOR WDTH MAX. MAXIMUM I -BEAM PIER SPACING (CO4MMLED BY PIER LOAD CAPACITIES) 48" 0.c. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LBS 3488 LBS 4W LBS 5608 LBS 160" *VE FLOOR 2661 LBS 3838 LBS 5014 LBS, 6191 LOS W *DE FLOOR 2%1 LBS 42M UM 5615 LBS, 6941 L S, PIER LOADS INCLUDE *EIGHT OF PIER UP TO 250) - ADD DIFFERENCE Y1HEN PIER WEIGHT IS GREAIER. NOM UNIT ltDTHS NCLUDES A 6' OyE12FF * ON BOTH' 9DES VAX1M, (CHECK PIER PAD LOAD CAPACITIES BASED ON 901E BEARING PSF) 01-0020 FOR pjER SpAc4c #TEN 16' x 16' PIER PADS, I�ffN Us* 16' x 16' pa PASS OTHERto CONCX itffY Ofif BE LISTED AND CERIIFTED TO EXCEED OR BE EQUALY. $ #0 USING PIER PADS THEY VUST BE LISTED k CERTIFIED TO EXCEED OR EQUAL CIF PER CAPApTx 3 SrARr 1-BEAM PIER SPACING 24° FROM EACH END OF Be H0 AT EACH I-" AND VAnlW SpACIhG 90 N THE CHART ABOVE FOR FILL LENGTH OF LtgE. 4. ANY PIER HEKGHTS ABOVE 670 IAMT BE DE9L;11EO BY A P.E. OR AMOTECT. & C AAP PDS OUST BE SAME LENGTH Alp #DTH AS THE PIERS ON j @CH THEY REST, 6. BE USED TO LATE =R VFR1HCk GAPS, 2 OR 4 11p1 NO�AL SOLID C*ZTE BLOCK VAY FILL ANY 20 PSF ROOF 10 PSF D.L. APPROVED BY 0 ONO rp Revised Oct 17NC.,2008 FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS s�tTr1GNanda� BT: asBtE O'A1 DATEt 2-8-99 REV. LEpTER: WOBAN HOMES B ITM ALI MAIN BEAD PIERS o►+EH (727ii1 �r°�°°a� G SU-01-0021 (10-08-08) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 257 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL oRawlNc TITLE: MIN. HOME SET HEIGHT MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-OI-OOZZ ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. IV 16" X 16" PIER FOOTER SPACINGS* MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR.- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 ��656 LBS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-* 37 58 1/2" 79.1/2" 101" 1 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY T2377 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: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: DAPIA APPROVAL: LZ 1. PRE -FABRICATED ;'�4 �.�.., C_ Y_ FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. THE `,..`�,,.. APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER MEET THE MINIMUM _ MANUFACTURERS INSTALLATION INSTRUCTIONS AND PIER CAPACITIES SHOWN ABOVE. OCT 11 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN " 'a� ' . , ';rN HOMES INSTALLATION INSTRUCTIONS. '• .-f.•.•" ;: INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR ,•.. ; 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED ME TI N AND SAFETY STANDARUS JACOBSEN HOMES THESE sPECIFlCANOTICE: TIOHS AND DRAINNGS ARE DRAWN BY: D.M.T. DATE: 09-22-Oi REV. LETTER: DRAWING TITLE:MATERIALS /^PIER PAD SPACING 16' & 18 12P.O. A BOX 368 ORIONAL. PROPRIETARY• AND CONFIDENTIAL OF JACOBSEN MANUFACTURINGpRE—FAB. INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01 —0023 SAFETY HARBOR• FLORIDA 34695 PHONE (813) 726-1138 RECIRDNT FOR SPECIFIC PURPOSES AND wsr BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE,NOTE #4 SEE NOTE #4 120" WIDE FLOOR+• 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR** 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE a4 SEE NOTE #4 160" WIDE FLOOR-- 43" 68" 93' 117 1/2' SEE NOTE p4 SEE NOTE N4 184" WIDE FLOOR** 2747 LBS 4121 LBS 5495 LBS 6868 LBS' 8242 LBS 9616 LBS MIN. PIER CAPACITY 20" X 20" PIER FOOTER SPACINGS* ( MIN. 400 SQ. IN) . MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR•• 64 1/2' 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2' 69" 94" 1119" SEE NOTE #4 SEE NOTE b4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR 12' I -BEAMS (24' MAX. FROM ENDS). JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 EHrrilfi- /o NO. s 910334 _ NOTICE: " THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEOM PURPOSES AND MUST 8E INEPT CONRDENTIAL AND SECRET FROM OTHERS DAPIA APPROVAL: C-E 441c' PG-\ Cc- ry - if, e' ;PPROVED BY I I ; a INC. MERALMANUFACTUREDHOAIE_ _ _ 1RTWQITI BY: UAIL: D.M.T.09-22-01 DRAWING TITLE: PRE-FAB. 18' X 22' & 20' PIER PAD SPACING DRAWING NUMBER: SU-01-0024 21 ol 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* ( MIN. '432 7 8 SQ. INS MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 I 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE iJ4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF). 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 95 1/2" SEE NOTE y4 SEE NOTE g4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE $4 SEE NOTE y4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR- 65" 101" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE b4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10.000 LBS. 12,000 LBS. 14.000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS AWAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV �`i;'!�� C V .•'�G ' �¢� 4 r7 '• % DAPIA APPROVAL: �6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ; iVC,. : r yr _ Nr p3 r 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910 `- PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. •, t'� ' sL• '• STATE n TL 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 8' FOR UNITS WITH 8" I / 10' FOR UNITS WITH 10. OR '$�Q� �1gp.'',\�'v.� i� '' '' C^ • INC. VEDERALMANUFACTUREDHOh1E-0El❑❑ 4. MAX. PIER SPACING -BEAMS s 12• I -BEAMS (24" MAX. FROM ENDS). ARDS TACOBSEN HOMESNOTICE: Ja7 lv 11THESE SPEGFICATIONS AND DRAINNGS ARE DRAWN BY: D.M.T.09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING �„ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF IACOSISEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECFIENT FOR SPECIFIC PURPOSES AND LOSE BE _ DRAWING NUMBER: SU-01 —0025 11001mq 1 PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 22 26" X 26" PIER FOOTER SPACINGS* ( MIN. 676 SQ. IN)_ MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 113 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE. #4 SEE NOTE #4 SEE NOTE #4 120" WIDE FLOOR- 96 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE N4 SEE NOTE #4 144" WIDE FLOOR** 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE q4 SEE NOTE y4 160" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE N4 SEE NOTE y4 184" WIDE FLOOR** 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16.431 MIN. PIER CAPACITY NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 EN A OV'L. r;• r''+1.y NOTES: %% .. s Fk OAPAAPPROVAL: 5�� LACE• �F: 1, PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE VP.' GIST '.: 'g No. � +� G' � �� " � FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. � 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 ; �q APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ,,,o•n PIER CAPACITIES SHOWN ABOVE. ! " wwav:r;;- 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN OCTc. I Y HONES INSTALLATION INSTRUCTIONS. s,�, 10' FOR UNITS WITH 10' OR �� INC. 4. MAX. PIER SPACING B' FOR UNITS VNTH 8' I -BEAMS / , 12• I -BEAMS (24" MAX. FROM ENDS). , Fnr , I IIF r FIFnHOLIC NOTICf. RAWN BY: OMSTRUG110NAt4DSAF Y *JCl6 . D.M.T. 09-22-01 JACOBSEN HOMES THESE sPEan ATIONS AND DRAWINGS ARE ORIGNAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ...— MATERIALS OF JACOBSEN MANUFACTURING PRE-FAB. 26" PIER PAD SPACING P.O. BOX 368 NG SUCH MATERIALS ARE PROVIDED TO THE ORAWINC NUMBER: SAFETY HARBOR. FLORIDA 34695 ,EOPCN�� "SECRESFRW SU-01-0026 PHONE (813) 726-1138 OTHERS 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 580 89" 120"*** 120"*** 120"*** 120"*** 144" WIDE FLOOR** 50" 76" 103"*** 120"a* 12(r*** 120"*** 160" WIDE FLOOR** 45" 69 1/2" 94" 118"*** 120"•** 120"*** 184" WIDE FLOOR** 40° 61" 83" 1"*** 120"*** i 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. I FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY K ROUNDED) TYPICAL PIER FRAME 1—BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD o®®0eba��®®®®®Be® t®BB REF. CALC. PG. ° �p C-SU - 19.01 ° ® m ®,y� • A L: DAPIA APPROVAL' ° NO 0 1. PRE —FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° MANUAL . I SPEORED IN THE JACOBSEN HONES SET—UP ®10, ° APPROVED BY :; f< 2 THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ® A• � 'J i A ", MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM %® PIER CAPACITIES SHOWN ABOVE. ® ° .Si ° ® 04,2009 p I NG` 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ®® s(� ° �a "• 1� ®® e �l ° 0 FEDERAL rMUFACTURED HONE CONSTRUCTION AND SAFETY STANDARDS HOMES INSTALLATION PI$TRUCTIONS ``;eONAL � eeQ �9bB0006B0°tWe A Ir FOR UNITS WITH r I- -BEAMS / X 10* ORlp FOR UNITS F{THE PIER GMAX � I —BEAMS. (24FROM ENDS —USE %2 THE MAPIER SPACING PIER SPACING IS LESS THAN 48" O.O. JACOBSEN HOMES NOTICE: 1HESE MFICAMM AHD DRAMM ARE DRAWN BY: M.T. DAIS: 11-23-09 REV. LETTER: DRAWING TITLE: �� X 22H PIER SPACING ORMA4 PROPRIETARY, AND CMflDDM p MALS OF �AMSEN HAWACIMO — P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 DIC SUCH MATBNS ARE PROVIDED TO THE RDMW FOR 90FIC PU F= AMD MUST DE WT oaRF DOM MD SEDET FROM ONFM DRAWING NUMBER: SU-01-0027 PHONE (813) 726-1138 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 1� (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ca 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in ir7 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 IDS. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. � MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 69751bs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 Sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CIO 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 1406 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. sq. in. 459 sq. in. co MIN. PIER CAP. 3375Ibs 4295lbs 5215lbs 6135lbs 7055lbs 79751bs NOTES: Qi SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS VADER THAN 49 INCHES (1) SEE NOTES: (2), OO , AND ® UNDER TABLE I, PACE SU-01-0040. t�3 FOR ALL UNIT WIDTHS USE 177 sq%n PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REVD) (j)FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS" ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) Q CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. I JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 I l 'N`'C,�STEq'.<',/ No. o' 910334 -o- STATE OF NOTICE: llimIRmn -0r: THESE sPEancATIONs AND DRAWNGS B.E.M. ORIONAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: PIER MATERIALS Of JACOBSEN MANUFACTURING INC. 41CH MATERIALS ARE PROVIDED TO THE FOR I RECIPIENT Eat SPECIFIC PUIIPO6E5 Am MUST BE DRAWING NUMBER: KEPT CONI'M UL MO SECRET RRa1 OHM 25 DAPIA WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY 1 "*410" INC. FEDERAL MANUFACTURED HDME CONSTRUCTIONMD SAFETY STANDARDS MAR 0 1 1999 DATE: REV. LETTER: 2-6-99 TOTER SIZING CHART n RR. WALL OPENINGS SU-01-0030 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAYTMTTM n n PIER SPACING SOIL BEARING PSF CAPACITY 02 © v v REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END AND 8'-0" ON CENTER MAXIMUM 1000 1500 655 (MINIMUM PIER CAPACITY 4548#) 2000 437 2500 327 262 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 MAXTMTTV n rl PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END AND 8'-0" ON CENTER MAXIMUM 1000 1500 716 (MINIMUM PIER CAPACITY 5014#) 2000 478 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 61911) 2000 442 2500 354 15'-4"-WIDE WIDTH MAYTMTTM (.51 -PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. QZ UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. No. Fo'• 910334 OF ALL ZONES ALL EXPOSURES 20 PSFROOF 10 PSF D.L. gi 5-, 02 DAPIA APPROVAL:- APPROVED EY NPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOT[OE" "J'1FAFFF ij!ffffi'E1`. M.T. DATE REV. LETTER: ■ THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND COWIOENTIAL 2-8-99 P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAINING TITLE• PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECnENT FOR SPECK OSES PURPAND UM BE KEPT CWOENTIAL DRAWING NUMBER /L�\ AND SECRET FROM OTHM SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 -COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). O❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UKAWN tlT: S,A, UAIt: 6-6-94 KtV. LtIItK: ■❑ ❑ FEE❑❑ P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE- COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HOME 18 EQUIPPED WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AM DRAWINGS ARE MGMAL PRWMIARY, AM OWDENTIAL MATERIALS OF JACOM MANUFACTURING DIC. SUCH MATERIALS ARE PRN0 TO THE REC W FOR SPEM RIISPM AND WST BE IOPT CONE WAL AND SECTET FROM OTHERS DRAWN BY: M T. DAIS: 12-22-94 REV. LETTER: 02-I2-4DO DRAWING TIRE SET UP NOTES DRAWING NUMBER: SU-05-0001 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ++ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) + I +♦ I I ♦I I I I I I I ♦ illll. + n14,. ♦ ou. + alllp' ♦ •nhn. "IIII. "114� ^IIII" •ull'. +oe Illy. uln. •nm.. i -.nun v i 'llin. 'ull. dI1V. "114. .i41in .i44�. ^IIIP "411i .nun. alm. •'u,o 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 WIDES ONLY) lk a NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL A01:1111:1 ' P.O. BOX 368 SAFEPHONER(727.) FLORIDA211384695 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE KEEPITIENT FOR CONFIDENTIALL AND SECRETSFROM OTHERS. 29 —COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) DATE: S.A. 6-6-94 TITLE: EXTERIOR ROOFING CLOSE-Uf NUMBER: SU-05-0010 SHINGLE INSTALLATION nnnr CIICATLJI�In /TVA co -E "O� n to c0 SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8° X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑,F❑ P.O. BOX 368. 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING. W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑.� ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND,MIIST HE KEPT CONFIDENTIAL AND SECRET FROR'OTHERS. DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINES) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE -WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON -THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. I I NOTICE: DRAWN BY: DATE REV. LETTER: ❑ ❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE O.A. 06-06-94 ❑❑.❑ MATERIALS PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE- - P.O. NATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR SIDING APPLICATION SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEaFIC PURPOSES MOST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IVT CONFIDENTIAL AND SECRET FROM OTHERS SU-05-0030 09-30-08 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 APPROVED BY lNfl►UL 1 3 � INC. �_ Qom° ��-n>J..�,�.lYi�-�-�t�t�•1�� - f _ at,1Gr G!ley - -. Vr �:1� r� S'�1_nC_Ana7 0 : somE OF} I to f�.XY� L'k 11�2.° ��`� !i'ar . "•, � � tt � • �t =' -7lWq+ tmAbf pY= kwA glA..W: PtrS Rev. 1Yi'G-V1Nn= 51fl�•Yri INSt.�t1.kL�0,.� �Lk1. AtO. - ►�•A . f - 1� G. - - - - L,1. ka�.k-k z P�ioG • . APPROVED BY 7NTPJUL 1310 Ftem"awk immas ,� �N� xj �Rio� MTHiIJ� ► N j II I ► l I I' _ I i L.11ttvohl . i II � II ., i I it I► ' I ►I !! I I � I ;I ► 1 it � •�II II - . SPF G�,1(dOLa - CMI r) I fi C�x-YI L°x �° � v�GG GK - • 1Gt�s jNll�'X( 24ti(• 1 53�1a'�n.c.LIR - I�iE�k X�1lo� X I �' �f�l-Ffi 4��0� u�•� .a•t- E-{SKI�ht,1Dv��j'1C.�— �I I.lial '� � c�'CL• -ASL��B{71 p�A•+t� F rJ �n+.K� SIG►l�C:t WIT11 �. - I-IloL�� x-V1v[�zCrh� x 2ir2' '� StS^OS.•003� �A10 �N v�-�= ��a4 r�lv► eY: a� jY�'VlN1L SiDt1.�,"INST?1L.hPGTL MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOMATERIALS SENARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY: UAIL: S.A. 6-6-94 SHUTTER INSTALLATION NUMBER: SU-05-0034 MOBILE HOME SET—UP TI WN THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3,150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EOUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. ANCHORING NOTE' THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR "SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND, AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LISTED FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHE'. APPROVED BY ONJULFM cm 1 3 INS SA NOT APPOLI DO PRETENSION LTO T EDOIWNS TALTERNA LTRAPS ON ONE Y ON OPPOSITE SIDE OF THEEHOMEE MAYY. BE DN NT PULLED OFF THE SUPPORTS. j . :�.:z r# • ., . 6-6-94 1.1 a1.v +p SU-07-0001 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. NOTICE: DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑;;0 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS _ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 3S MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:___� V\L CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE DRAWN BY: B.C.K. DATE 03-30-12 REV. LETTER: DRAWING TITLE: SET-UP/ELECTRICAL ❑❑■❑ P.O. BOX 368 OMMM. PROPRIETARY, Ara CONRDMTIAL MATEMALS OF JAO0BSFN MANUFACTURING Q u ❑„❑ INC. SUCH MATMALS AVIM TO TW DRAWING NUMBER: SU-09-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REWSIT FOR SPEORC PDRPoO AND MUST BE IVT W FMIAL Ara SECREr FROM OTHERS, 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE .MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK. TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEaFICADONS AND DRAWNNS ARE DRAWN BY: D.M.T. DATE 05-25-06 REV. LETTER: P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFlDENTIAL MATERIALS OF JACOBS N MANUFACTURING DRAWING TITLE ELECTRICAL CROSS -OVER %� (v blJEs:1!ldJ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPIBVT FOR SPEOFLC PURPOSES AM MUST BE IOT COFFDFNIIAL AND SECRET FROM OTHBTS DRAWING NUMBER: SU_09-0010 (09-29-08) 40 WIRE FROM TO GROUND #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN. EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER J-L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE' OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING TYPICAL ELECTRICAL. GROUND INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 -44 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL ARE MANUFACTURING INC. SUCH MATERIALS ARE MANUFACTURING MATERIALS OF MATERIALS TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE 725-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-09-0030 (727) 42 MOBILE HOME. SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1 /2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1 /4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES �� P.O. BOX 368 ❑❑❑❑ SAFETY PHONEHARBOR, (727) 726ID4695 1138 NOTICE: DRAWN BY: DATE REV. LEM: THESE SKaRCATIONS AND DRAWINGS ARE D.M.T. 3-22-95 ORIGINAL. PROPRIETARY, AND CONRDENTIAL DRAWING TITLE - MATERIALS MATERIALS OF JACOBSEN MANUFACTURING PLUMB. CON. dC GAS TEST /H` INC. SUCH MATERIALS ARE PROVIDED M THE TIALREOW FOR �ANMFm AND D FROM01 DRAWING NUMBER KEPT SU-11-0001 (09-29-08 ) 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-11-0O20A 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. I ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND oRALNNGs ARE D.M.T. 09-29-08 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING — INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR MFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IOPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING I PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL I ORIENTATION / USE SAN. TEE I HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION I 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. 4 _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP F�. = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. NOTICE: DRAWN BY: DATE: REV. LE11tH: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-11-0010 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED �� (1) FIXTURE DRAIN W.C. DROP i i 2" i 3 � D O 2" 0 VENTED W.C. 3" DROP / TYPICAL O / 2" DROP 3„ / 3"� INDICATES BOTTOM / OF HOME i i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED i� CONNECTION) OD �— INSTALL FULL SIZE W.C. DROP i � 1 1/2" 2" CLEAN -OUT IF SLOPE A IS BETWEEN 1/8" & O 3" O 2" 1/4" PER FOOT i USE OD IF CLEAN- 3. 3" 3" OUT IS NOT NEEDED TYPICAL 3" 1 1/2" DROP O / 3" i 3" 1 1/2" 1 1/2" O 7 MINIMUM SLOPE 3 1/8" FITTING SCHEDULE WITHCLEAN-OUT 1/4" PER FT. O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP WATER HEA / SECTION i i i ,,or�-3/4" THREADED INLET 3/4" TEE AN FRESH WATER INLET FOR NOT 3/4"INLETHREAD[ SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES /4" DROP i 3/4" ELL VERS (FIELDINSTALLED) m ■ ❑❑❑❑ HtPHONE J A C 0 B S E N HOMES P.O, BOX 368 SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: I - 10 DRAWING TITLE: DRAIN SET-UP DRAWING NUMBER: SU-1 1-0005 46 WATER LINE CROSS -OVER 'I'fIILI\ VI\VJJ-VVLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED o AT PLUMBING CROSS —OVER WATER CROSS —OVER (SEE ELECTRICAL SET—UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS —OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED .AT INSULATED WATER CROSS —OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH I" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑M❑ ❑"❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: n 'H\ DRAWING TITLE: WATER CROSS —OVER DRAWING NUMBER: SU-11 —0020 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" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y' FITTING - AIR FLOW L�L :::71 UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRABTNGS DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: ��■❑ P.O. BOX 368 ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS MATERIALS OF JACOBSEN MANUFACTURING A j\ DRAWING TITLE - DOUBLE WIDE A.C. CONNECTIONS �>"❑ INC. SUCH MATERIALS ARE PRONDED TO THE ,� ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECRENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECIV FROM 01HM (09-30-08) DRAWING NUMBER: SU-1 3-0001 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. METHOD PRESSURE DETAILS LIMITATIONS TAPE ONLY (FOR LOW PRESSURE o NOT TO EXCEED CONNECTING 2 IN. W.G.) SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO BandCE MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.)SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** MIN. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** SPLICING A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSUREIS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE ,WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING' TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ++ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — loll) AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: UKAYYN UT: UAIL: KLV. LLIILK: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: �„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 3-001 0 49 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: ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ❑❑■❑ P.O. BOX 368 AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: ELECT. CLOTHES n ❑„❑ INC. SUCHMATERIALSARE PROVIDED TO THE DRYER VENTING /(�\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN ---(- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yO.0 MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. ,� (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ aEq ❑❑❑❑ JAC O B S E N HOMES PTY .O. BOX 368 SAFEPHONER( 27 7261D1138�95 ( ) NOTICE:AND THEM SPEgFlCAIIONS AND atA1MNGS ARE ORIGINAL. PROPRIETARY, AND CDNFlDEM AL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE � COIFDDEN�� KvM AM MIZ BE ECIV R M �tAWN BY: M.T. DATE 03-08-07 REv. LETTER: DRAWING TITLE: W/H PAN DRAIN �AIMNG NUMBER: SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH .THE HOME AND MUSTc,_BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15—O002 52 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES NOTICE: 1HESE SPECFlCAnaIS ANo oRAYANGS AIiE DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: ORIGINAL. PROPRIETARY, AND CONFIDENTIAL uANUFAGTO HEBOTTOM INC. DRAWING TITLE:P.O. Rd BOX 368 SUCH AT RIALSJACOBSEN INC. SUCH MATERIALS ARE PROVIDED TO 7HESAFETY BOARD P-TRAP ACCESS HARBOR, FLORIDA 34695 RECPIENT FOR SPECJFIC PURPOSES AND MUST BE DRANING NUMBER:10-08-08 ) PHONE (727) 726-1138 KEPT COFWTIAL AND SECRET FROM OTHERS. $D-15-001O a AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS —OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) ❑❑❑❑ JACOBSEN HOMES NOTICE: TNESE sPEancAnoes AND oRAWHcs ARE DRAWN BY: C.L.Y. DATE: 3-21-95 REV. LETTER: O❑■� ORIGINAL., PROPRIETARY, AND ownDENTIAI MATERIALS OF JACODSEN MAMIFAC7MNG DRAWING n '�R HANDLER ❑„� P.O. BOX 368 INC. SUCH YATERULS ARE PROMDED TO THE CROSS -OVER SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPECDC P ff= AND IA151 BE DRAWING NUMBER: PHONE (813) 726-1138 IOPT CON WTUL NO SECRET FROM OHM SU—AC-0100 55