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HomeMy WebLinkAboutSET-UP MANUALSET -,'UP MANUAL RECE; .--- .� APR 1/i IZ16 COBS N 'HOMES- 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing,, Inc. Such materials are provided to the recipient for R purposes and must be kept confidential and secret from others. ,u REV-07/14 D HOME SET - SITE PREPARATION *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 *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 WILLI 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 HOMEJAND 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 ANDS 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. i OPTIONAL: PIERSI MAY BE PLACED ON CONCRETE RIBBONS 6" X 116" 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. I 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 IFOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ ❑❑■❑ �„❑ ❑❑❑❑ JACOBSEN HOMES PTY .O. BOX 368 SAFEPHONERBO� FLORIDA384695 ( THESE SPECIFICATIONS DRAWINGS ARE CE:DRAWN ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING LNG SUCH MATERIALS ARE PROVIDED TO THE I� ENT F�ApµOPURPOgS MUSTBE BY: O.A. A —DRAINING DATE 11-21-06 REV LETTER: (10-08-08) TITLE: MANUFACTURED HOME SET-UP DRAWING NUMBER: SU-01-0001 DETAILS "A" AND "B" M FM 111910 LE (SEE mmori) PIER CAPPED WITH SOLID CONCRETE BACK (YIL r MCK) IT' X r X le mm Wl%W BL.00LS—"' WITH OPEN CELLS VFRI m SEE TABLE I FOR PER FOOTE SIZING AND SPACING SPI:PSTCATIONS (PAGE 11) (SE 9)-4A FOR 16 X 16 PRECAST PIER PAD SPACING) SE NOTE /4--- e MOVE ALL ORGANIC MATERIAL' AND RACE PAD ON STABLE SON. BELOW FRET LINE PER LOCAL CODE NECLIFaIdiTS. SEE NOTE J2 DETAIL 'A' "WON VARIES WITH MAX. ALLOWABLE SOD. BEARING) TIE -DOWN STRAPS ATTACH D-\ TO RIDGE BEAM COLMS ON EACH SECTION TO B: CONNECTED TO A DODGE HEADED ANCHOR SEE NONE DODB.E HEADED SE NOTE 13 WOOD SIIDLS (DEC11Y RF3ISFAHi} AND OR PREMIRE 1RFJllm LUIN�ER ( NOTE i11) PER CAPPED WITH MO CONCRETE an 01L 4' THICK) I' X I' X 11i CEL ED MASONRY BLMS WITH OPEN CELLS WERIICAL (SE NOTE P FOR MAX PH NIIGIITS AND DETAIL ABOW1 SE TABLE FOR PER FOOTER SIM AM SPACING SPERmms (PACE 10) IBM ALL ORGANIC MATERIAL AND PLACE PAD ON STABLE SOIL BELOW FROSILINE PER LOCAL. - ,� r- � \ CDDE TREOLILLRE�NTTs SEE NOTE J2� DETAIL 'BSEE NOTE 12 (MIENSICN VARIES VIH MAX ALLOWABLE SOIL BFJ�RIN�%00 6 D ®B 89#j�� ®�6 Ole, E � `4� '�`'�'o® JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR FLORIDA 34695 PHONE (727) 726-1135 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT [-BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) L MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS S. 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.) >. 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 ]-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. Q. am ® em bo No 484 a~ m i• ° 71r Qa t j m 0 ®� o e TATE OF o°�® ®dam®0 0 O R I �9 000mmm �.. NM SUCH HAIMASS ARE FRWAM ID TIC IBC M FIX SWIC Rl8CW5 AID IOST 1E LOFT =00111AL AND WO FRMI ODES APPROVED BY INIRevised Dec 17,2003 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A. DATE 09-07-93 A DETAILS 'A° & °B° SU-01-0001.1 1 (12-15-08) L Jacobsen Homes Load at (Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Line for Homes Requiring Perimeter Supports (In Pounds] - ALL wINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST 5 1 IZIES) I Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 it. Max Section Width 4ft. ' Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. I Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft'. Frame 2520 2920 3320 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 i 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 I 1.4 �:+s�tf 'ytYS-iS .-� of '� �{',:. � .^!/ •-� .�?-`... Perimeter not shown for clarity (do not cut out) Cal � Added support above <'1 pier None ZIA, 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 U4 P.T. that spans a minimum of two floorjoists 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, i - 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. r': TO G NoE9�� PE10505134 '• STATE OF O'c� •/NDIANP' ���f SSa�ONIA 5/6/2014 3 SU-01-0001.2 , ed Xo[gr Jacobsen Homes Fantina Capacities 8 in. x 16 in. (single stack) pier 16 In. x 16 in. (double stack) pier Unreinforced Unrein(orced Soil Minimum Minimum Bearing Capacitity Footing Footing :) Maximum Footing cast -in -place Maximum Footing cast -in -place (psi) Size (in.) Area (in. Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x20 40D 2,600 fi 2,600 6 N a 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O s--1 36 x 36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 ore 30 10.700 10 48 x 48 2,304 13,100 nor, 4 12 13,600 10 16 a 16 256 2,500 6 2,500 6 20.20 400 4,000 6 4,000 6 N f1 24 a 24 576 5,600 8 5,700 6 00 30.30 900 8,500 x.re . 30 8,900 8 to s-1 36.36 1,296 12,400 n0, 4 10 12,600 8 42 x 42 1,764 16,500 NO, 4 12 16,800 Wore 4 10 48 x 48 2,304 21,200 14111 4 14 21,600 NO. 4 12 16 x 16 256 3,400 6 3,400 6 r4- 20 x20 400 5,300 6 5,300 6 N t1 24 x 24 576 7,600 8 7,700 6 0 O O 30 x 30 900 11,700 am 4 10 11,900 8 N 36 x 36 1,296 16,700 no,e , 15 16,900 N.r, 4 10 42 x 42 1,764 21,700 18 22,700 Note 4 12 16 x 16 256 4,300 6 4,300 6 'A a 20 x 20 400 6,700 6 6,700 6 24 x 24 576 9,600 note 4 8 9,700 6 N 30 x 30 900 14,SG0 note 4 10 15,000 8 36 x 36 1,296 20,700 .zero 4 12 21,400 note 4 10 16 x 16 256 5,200 6 5,200 6 Q. 20 x 20 400 8,100 am, 4 8 8,100 6 W .w- 00 24 x 24 576 11.Soo Were 4 30 11.700 6 8 30x30 900 17,300 12 18,100 . e eMl s r'� 36 x 36 1,296 25,400 nor. 4 14 25,900 . 10 y_ 16 x 16 256 7,000 6 7,000 6 N 20 x 20 400 10,800 n . a 8 10,900 6 ' O 24 x 24 576 I5,500 �• 4 30 15,600 8 30 x 30 900 23,300 Wore 4 12 24,200 or, 4 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 :onfigurations, such as rectangular or circular configurat ons, can be used, provided the area and depth is equal ur greater than the area Ind depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than :he thickness of the footing. 2. The 6 in, cast -in -place values can be used for 4 in. uni enforced precast concrete footings. 3. 1 he 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 8,030 lbs. for 3 in. x 16 in. single stack block and 16,CGO Ibs for 16 in. x 16 in. duuble stack block. 5. 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 mdxmmul cap-ty) and a boucle stack block pier wnh interlocked bloc:xs shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line 3 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 professional engineer or registered arcnitect. 7 poured (cast-in-placa) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pad manufacturer's ntstruc::ons and must be certified for use in the sod classification at the site, listed and labled for the required load capacity. SU-01-0001.3 NOTES: 1. JACKS `O 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 SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIDEM AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0002 (09-30-08) 5 SEE NOTE #7 SEE NOTE #6 7 T SEE NOTE #2 NOTE #1 I NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 SEE NOTE #6 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) HD* JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING P.O. BOX 368 INC. SUCH MATERIALS ARE PRONDED TO THE DRAWING NUMBER: SU-01 -0003 SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE SECRET FROM OTHERS. PHONE (727) 726-1138 KEPT CONFIDENTIAL AND n y rlrr AInTr "I IR No NOTE 3 I 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E,-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE- #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES, ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY; S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-0I-0004 ADWL RED"D PERIMETER i BLOCKING - ALL FLOOR WIDTHS (THIS OLnoum IS IN ADDITION TO OTHER BLDDUNG REQUIRED W THIS MANUAL - ALL RADII WIDTHS AND JOIST S@31 TYP. FOIEPLArES ON SWEWALLOR MARRIAlW WALL HOST BEAM NOTE PERIMETER BLOC4QNG REOIIRED AT 48' O.C. MAX ROD TO W41-0008 ANY SIZE TUB AN13MR SHOWER AT EMEWALL OR MARRIAGE WALL ,. UNDER EACH GIVE OF ALL EXTM90R DOWN LOCATED ON SIDEWALLS 2 OR MORE 461/2' NOW PIERS REDUIRED AT EACH END �j AIM BETWEEN EADI OPENING RECESS AREAS FiEOISRE PIM SPACED 64' O.C. MAX (18' OR LESS IN DEPTH) EADI END OF RECESSED AREA§ RECESSED AREAS W/5IOE BAY REWIRE PIERS SPACE) 64' O.C. MAX. THIS ALSO APPLES TO ALL ENDWALL MAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT §IDEWALL OR MARRIAGE WALL . 64' D.C. MAX �.=.L CABINETS ALONG SDIEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' M GREATER N LENGTH) (SAME BIMG MAY BE USED FOR MULTIPLE 46 11T WINDOWS) PEIWO BLOQONG 15 RMW (MARRIAGE AND SpMdLS) 9W ON CFJ 0 MAX SPACING DAPIA APPROVAL KOT- LEWL FLOOR SYSIEN RIST (WALL 10 SID MALL OR MARRIAGE WALIJ BEFORE INSTNING MKI R BLOCIG NOTEN; ,�, I. FOR THE AU01110M1i1 ROM RFpUIiD AS lWlTD AWE USE IV X IV PER PADS MML LJ.L g B V 19 E D .0 G 2. MAIE a000 UNDER PEW EME ,Nast OR VM E' OF Tit FAD OF hi 110 MATED AT IV Q.C. � MAR 20 2014 3. omm PUS ARE N AOO n ID MY am REGUEED PUS am MAW LEE. 0- IC 4. MAWLiO=G IS RAW Ulm TEE FLOORS ( & MEW W O.C. Va. 5. FEiS USED FUR Pi13EO SUPPORT MUST BE INST90 WIH TIE LONG tMER9OM PARALIFL TO TIE FERIM RAL a � �e Fc,&tW Maiar-ad Home Cuasmxdoa = S-Z& C3 L W#N FUKV NMG IS KAM ,ANY MAIN LK OPEN RAN QUIP THAN IV. MUSE HAVE MT9MMlE PUS And K= AT MAX W O.G DoMYT IW WE In SEE SP X NOTE • •. RW TO SU-OI-00 I NO SA-=2 FOR W FLOOR ZTE)15. HOTICS: uinrtn oi: O.A. `- 4-12-00 JACOBSEN HOMES TRSE SPFai16AIM AM ORAl1iZ ARS w°tt>aus"xNc t> ADDITIONAL BLOCKINGIt P.O, BOX 388 M 90 MATEW ARE PROy10tD TO THE SAFETY HARBOR, FLORIDA 34695 NOW RR SPEti1C PUIF'W AID WSf BE DRAWG NU BM - PHONE (813) 726-1138 ITT COfFFMOM AM SWU FA UNK SU-01-0005 (03-19-14) 8 PERIMETER BLOCKING FOR 160" (13'-41 FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.0" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 15x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 1B4" FLOOR WIDTH, WITH RxB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: DAPIA 1. PRE -FABRICATED PIER PADS MAY 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 SHOW ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPEARED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS W 10 o MAR 19 2014 O O CL �c Q Federal manufactured v Home Coactrwucrion And Safety Slandal* JACOBSEN HOMES NOTICE- ,rESE SPEMCATIONS AND DRAW= ARE ORIGINAL, PRMMTA"- NO CONMENIX DRAWN'&YOUNG DATE 11-18-2011 REV LETTER: ts DRAWING TITLE- P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING INC, 10 MATERIALS ARE PR01R M TO THE PERIMETER BLOCKING IMP -DC SAFEPHONE HARBOR, FLORIDA26-13e095 � IND SEW FM � DRAWING NUMBER: gU-01-0005.2 03-19-2014 10 i BLOCKING (PIER) LABELS. LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL j COLUMN PIER PIER LOCATION LOCATIONS 4SEE SET—UP MANUAL FOR SPECIFICS SEE SET—UP ADDENDUM (LOCATE THESE PIERS AT FOR SPECIFICS i THE MARRIAGE LINE) BOTTOM OF EXTERIOR SIDING AT SIDEWALL I I SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS I i I BOTTOM OF EXTERIOR SIDING AT SIDEWALL I DAPIA APPROVAL• NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. CR DRAWN BY: DATE JACOBSEN HOMES pm soma im mAr� M.T. 05-2o-os AI. OONFINLFAo NIALVM DRAWING REV. LET m _ B JA YAMFAC7UI�lfi MATE OF JA OBS V BLOCKING (PIER) LABELS P.O. BOX 385 , INC.�� aJa YATiidAlS AM Pnwom 70 7IE „ SUCH AT S AM SAFETYHONER(727) 7226RID1334695 IM M S CUM DRAWING 1AlA6Ett SU-01-0006 (09-0�-12) OW��IDA 11 ADDITIONAL RECESSED PORCH BLOCKING (THIS Dow IS ITS ADDmm TD BLOCKING RECURED N as UANUIII) 61' FIAX 61* MAI USE DETAIL li ONLY *01 • affi GETS IS IN FLOOR JOIST SEE OETAIL A' �. SEE DETAL JB' DIRECTLY am. POROF POST TYP. RECESSED PORCH EXffRIOR ilAtl —Dam TWL ADDED I-BfW UNDER EX1um 1NALL--\ --- ---- — PER UNDER ADDED I -BEAM RECESSED PORCH REOIBtE PIERS SPACED 64' OC' WAX PER U!1QER ADDED I-E'�A11 (AND PIERS AT POO POSTS) AS SHOWN 64' O.C. MAX PIER SPAaNG AT LIARMAGEWALL NOTE: DISTANCE BMW EDGE OF rPIER AND EDGE or PORCH POST mAy NOT am DEPTH, OF TyP. PORCH POST Tip. PORCH POST FLOOR JOIST (5 11r) 51 2' MAI TYP. PORCH FT.O rm TV. PORCH FLOORING �-< PORCH FLOOR JOIST DOUBLE PORCH PIERIMM RAIL,.; (2) I X 6 PT X 16"Mk 'IleSWOED BEIWEDI 2 rIE1(CXrX161 TV. 11E-DOI NI STRAP (SEE D1E1R DETAILS)PORCH FUOR JOISTS P 16' X 16' WN. PIER PAD CgOSS SECTION YIEW Al I TV. PORCH POST TYP. PORCH FLOORING %� PORCH FLOOR JOIST (2) 2 X 6 PT X 1B'•VNt BRO>GED 8E 11W 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 ,. DETAIL 'A' PORCH Am jw DOUBLE PORCH PER IUM RAT-' � (2) 2 X 6 PT X 19' WL BRIO0 BEIM 2. . TIP. TIE -DOLTS! STRAP PORCH FLOW JOISTS (SEE 01M DETAILS) TIP. PIER ($ X 6' X 161 16' X 16' UK PIER PAD CROSS SECTION VIEW DI TyP. PORCH POTST NOTE DISTANCE BETIO EDGE OF SPUR T)P. PORCH ROOM S 1/2' .- 11A>< �( AND EDGE OF PORCH POST FORCES FLOOR JOIST , MAY NOT EX0 5 IA' (2B) 22XX 6 PST XEN 2HE1 TIP. IE-OOW STRAP (SEE 011lER DETAILS) PORCH FLOOR JOISTS LANGnMINAL. VIEW 02 tasEe2e11RDETAIL 'B' NOTE2� J►� �/ti% •..���/AJ 'O���•SIFJC,y.Cydi BY NOTES: BLOG REOUGiED AS INOICAIED ABOVE (USE IC X IC PER + AMTKINAECIOH G ��` : i APPROVED L PADS ON low PSF SOS. CAPACI1114 2, LOCATE FXAf70fT0 LIfOER PEi611W JIDST OR tiN1IRN S 1/tr OF END OF IC aC, Jt O• �' ; �. Dec 13,2006 1 PDTiSIEIES MOM IS 1110 ED LWDM POHflI AT W POD (6P OC VAX) o INC. 6 AMBOWAL 1110CI" BEQJM AS TWOulW MIE OW CET M OF Ai 01-BE/W (64 al•. MAX) : REOVIRED BLOOM LOCAIIONS � •� i �� �'� � OE'.Iop.�• FEDEmL MANUFACIUNEO MOTE ooNrniUCFIDN YID SAFETY STANDARDS S SEE OTHER DETAr1S FOR One 6 AMM F-WM AT PORCII/1JcTF W WALL MAY OAF U N SZE FROW INN HWX F-BTAM. ,� �,�► ,rP �j� ''^•. • •• • JC�� �;��: JACOBSEN HOMES No;c,m __ C �•. R.P. WE 11-2ESSO REY. LETTER AMIWC TITLE: DDITION CESSEO A PORCH BLOCKING oeuuu. rlt�ncrAlltl ANG COFs1DO+tA1. MATE1 Ua of dACOM W "ACT MM — - P.O, BOX 368 SAFETY HARBOR. FLORIDA 3"95 W- sm WAMVtS ARE mm11R1D To 1w mum m 9Oo:IC F9RF'm 00 MUST FE DRAWWC NUMBER SEA-01-0007 PHONE (813) 726-1138 W1 John C. Doeden, P.E. 15133 County Road 22, Goshen, INi46528 April 16, 2014 I 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. i Therefore, converting loads from Uasd 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 17-05 John C. Do den, PE 4 g 4 8 4 15133 CR 22 Goshen, IN 46528 t Phone: (574) 825-768� 0 . STATE of:�: c¢� p R 1 �. •'•����. a 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE —� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTRUCTION") 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 PP.RTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 NDS01 NOTES: 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: 20' WIDE MAX WIND ZONE 2 OR 12-NM Ems. B SITES. 16' WIDE MAX 1+r114D ZONE 3 OR 14OMPH EXP. B SIS 2. MIN. BRACKET LOAD CAPAaTY FOR VERTICAL TIE -DOWNS IS 24501 WIND ZONE 2, 29601 WIND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 IC O.C. 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE ALSO MEETS YANOZONE • III EXPOSURE C 20 PSF ROOF 10 PSF D.L. �... .L l r, APPROVED BY ON p I• " `;�:_�:c Jan 20,200 INC. s-Tp; r OF ; Q FEDERAL MANUFACTURED NONE i CONSTRUCTION AND SAFETY STANDARDS Opoo JACOBSEN HOMES TNEg sK�ums`me m; fA OAMM. PROWTARY. AND CM#1 t4 „ P.0. BOX 368 YAIUMU OF'N� MAlNlPACRRID6 IC AJW YAWRAS AK FROWED•10 DE SAFETY HARBOR. FLORIOA 34695 KCMT Rlt 90M FLOF tz AND MW BE PHONE (727) 728-1138 1QErT caxloomu me gam FRor DOAns 14 D.M.T. OAl 01-10-07 REV LETTE ATT. TO HOST BEAM R SU-01-OD08 SINGLE WIDE UNIT MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL HEADER AXLE BLOCKING PIER BLOCKING 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 MAIN I -BEAM -7 BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER HEADER %/ AXLE MAIN I -BEAM BLOCKING PIER I BLOCKING PIER I MAIN I -BEAM MATE LINE - - - AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM i FLOOR SYSTEM MUST BE' LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IIS 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. HITCH HITCH ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAIMNGS ARE DRAWN BY: D.M.T. DAIS 10-10-08 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFlDENIIAL DRAWING TITLE: �Ellt]E]El P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRODDED TO THE TEMP. BLOCKING SAFETY HARBOR, FLORIDA' 34695 PHONE (727) 726-11I38 RECPENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0009 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMIUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 11'500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WADE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE a REQUIREMENTS TYP 7" OR 8" TYP 30' MAX T X X (TYP) Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 00 CONCRETE iFOOTING 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) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN: 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF O.L. REF. CALLS. C G V A- — Q f 671 U `,`tNtuurnriir� EN V •• Fl //i/ DAPIA APPROVALNOTES: I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER IFOOTER SIZES AND • ,� Q T ER4P ! % 4 N0. APPROVED EY SPACINGS. 910334 •; 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �e� * ' IN OF THE HOME AT EACH I -BEAM, AND MAXIMUM jSPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME -o �, STATE OF N I' C. ��` 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS�Q''•.•/ry �� P► FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WOE HOMES. •P.•' • '• MUSTMIQIj(N1�SAfETY.SLL010AROS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. ir JACOBSEN HOMES N 1G THESE sPEaETCAnoNs AN ARE AWN BY: M.T. DATE: 2-8-99 REV. LETTER: DRAWING TITLE: 16" x 16" PIER SPACING P.O. BOX 368, ORIONAE, PROPPoETARY. AND CMfMTiAL OF .61CS SENAn YAFAIFA M INC NE ING wa YAlEi0A15 ARE FRONDED TO THE Wa SUCH D B DRAWING NUMBER - SU-01-0020 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726 i1138 RECFIENT FOR SLUM PO IFM AM UMT CE Ivt WNR unm AND SECRET n= OTH M 17 ALTERNATE MAIN BEANS PIF]R� (� x EE r x(�1 �Im� t�Docs) \ oy xE6i114(sla 040,6�li� PIER CAPPED TREATED LORR (SEE NOTE 0) C °®FQ ®ow x E%TM16N AL FAaDcs CELLS SINGLE STACK BLOCK PIER c;6 NSF'°�'�A'�m l�q�aaAR To A� eE j No 45484 °o _ a DUX CAPACITY -SEE 46 0 ° 2 \ t to 0 R�1 .•°°��00�D iDE oBOB °a/O iY B -'e eo®e®® 'paES&TREAGr TtE ° TANfl /OR e FWD T THU USED F'Dtt 4 x SIZE (!iEE a RER CAPPED CKQRtTH OM2 TREATED UI R (SEE )1tIlE ) Ti z B'�TM160PEN�CfTIs iA �� � DOUBLE STACK BLOCK PIER 16.000 In CAPACR (SEE NOTE 0 A 12) ET' x 6' x le HOTLO* CONCRETE ISACB IS 9t0jK TAL OFSE1$ THE TOP TO THE AOIi CIF ll� PO hDT EXCEED 1 jt. g It g 116 HOLwJ CONCRETE BLOCKS ARE SH* HOR iAL OFFSETS FROM DIE TOP TO THE BOT1 Or THE PIER 0 NOT EXCEED I ff. FLOOR ODTH MAX. AXI U -I-BEAMPIER SPACING (CONTROLLED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. Me *BE FLOOR 2428 LOS. 3488 LBS. 450 LBS, 5608 LOS. I60" SIDE FLOOR 2661 LOS. 3838 LB& 5014 LOS, 6191 LOS. 184" *DE FLOOR 2961 LETS. 4285 LOS. -�-..M 5615 In .L..r.. - 6941 LOS. Jr.w.,T w rnrATro PIER LOADS INCLUDE WEIGHT OF PIER UP TD 25U/ - ADD Ulrtu2ryVt hntry VILM ITU nl 10 w.c.. c.. N07EI UN(CHECK PIER PAD LOAD CAPACITIEDTHS INCLUDES A 6- S BBAASEDG ON SOIL BEARING PO4 BOTH- SIDES PSF)u4. �= C CS T....d.ia p1-ODIO FOR PIER SPACNG *HE4 ,00 t6' Y 16' PIER PADS 01 U*G le le j PER PADS OTHER THAN C*XTE THEY 51 BE LISTED AND CERTIFIED TO EXCEED OR BE EOUAL N k PIER CAPACITY. 2. *+EN USING PIER PADS THEY MUST BE LISTED & CERTIRED TO EXCEED OR EOUAL O� PIER CAPACIM 3 �Ap� BBEAPIE SPACING 24° FROV EACH END OF THE H-1L I EACH I-BEIW AND VAMMI „"R THE CHART AB* E FOR FIAL LENGTH OF TRtOUE,. 4. ANY p1E�.T't HELM AE�TyE 6r VLr.T BE DE9G11ED BY A P.E. OR AROaTECT. 5. CAPS VUSt HE SAE LENGTH AND #DTH AS THE RERS ON #9M THEY REST, 6 HA EI EO PLATES A0 =R VERTICAL 1 11L/OR APR 2 OR 4 Op Nd� � C�7E � VAY JACOBSEN HOMED m! mou P,O. Box 368 n SAEARBORORD' 95 100 Ptt��Lgo PH ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised Oct 17,2008 INC. FEDERAL NAAUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS 0A DATE' 2-8-99 1, LETTER ALT. MAIN BEAM PIERS B SU-01-0021 1 (10-08-08) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM.THE FINISHED GRADE. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE RECIPIENT FOR SPEGFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. I DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU-01-0022 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 86 1/2" 110" SEE NOTE #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 LBS 2667 LBS 3556 LBS 4444 LBS 5333 LEIS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SUN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR. 46" 73" 100" SEE NOTE y4 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" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: I .. '= DAPIA APPROVAL: s EIc CA V S. \ G�J SET-UP MANUAL. rY_ I �� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES lL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ' APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN " r� �' OCT 11 HOMES INSTALLATION INSTRUCTIONS. r. �•..,'.• .••,,,.;. C•' INC. 4. MAX. PIER SPACING B' FOR UNITS WITH B' I -BEAMS 10' FOR UNITS WITH 10' OR r;.."' 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME roNsTRiCTION AND SAFETY STANDARDS ❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE NOTICE: DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 16' & 18 1/2" PIER PAD SPACING / ❑■❑ „ LA P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED 10 THE ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SDECIRC PURPOSES ANO MUST BE KEPT COWDENIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-0I-0023 20 18" xi 22" PIER FOOTER SPACINGS* j .MIN 396 SQ.IN MAXIMUM I -BEAM PIER SPACING FLOOR WIDTH MAXIMUM PIER 1000 (PSF) 1500 (PSF) SPACING 2000 (PSF) (SOIL BEARING CAPACITY) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 144" WIDE FLOOR** 160" WIDE FLOOR-- 184" WIDE FLOOR** MIN. PIER CAPACITY 63 1/2" 1100 1/2" 54" I 85" 49' 77 1/2' 43" 68" 2747 LEIS LBS SEE NOTE #4 116 1/2" 105 1/2" 93" 5495 LBS SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 117 1/2" 6868 LBS SEE.NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 8242 LBS SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 9616 LBS 20" IX 20" PIER FOOTER SPACINGS* ( MIN. 400 SQ. IN MAXIMUM I -BEAM PIER SPACING FLOOR WIDTH MAXIMUM 1000 (PSF) 64 1/2" PIER 1500 (PSF) 101 1/2" SPACING (SOIL 2000 (PSF) SEE NOTE #4 BEARING 2500 (PSF) SEE NOTE #4 CAPACITY) 3000 (PSF) SEE NOTE #4 3500 (PSF) SEE NOTE #4 120" WIDE FLOOR- 54 1/2" 49 1/2" 43 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR•• 78 1/2 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 69" 94" 119" SEE NOTE #4 SEE NOTE #4 184" NOE FLOOR** 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. MIN. PIER CAPACITY NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 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 REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS NTH 8- [-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 . a All"oh1c /o/ Z54 / • PR!'Of}P - ••'ry, UAYIA AYYKUVAL: 1 °' =APPROVED 910334 BY R's OCT 1 1 0���a�.. o'e, • ACTURFD HOME� NOTICE: - 'i•" 714ESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REVIEW FOR SPECAIC PURPOSES AND MUST BE xEPI CONnDEmTX AND SECRET FROM OTHERS EDERALMANUF in • i BY: D.M.T. DATE: 09-22-01 REV. LETTEI DRAWING TITLE: PRE-FAB. 18' X 22' k 20' PIER PAD SPACING DRAWING NUMBER: SU-01-0024 21 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM , PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE "'✓ '� i` V . G �f7 DAPIA APPROVAL: G5, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. :•�� No. yZ. -rY_ 14ra3- 2. THE PRE -FABRICATED PIER PA05 ARE TO BE INSTALLED PER THE 910334 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE.r" • Y T�'T 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. �'� , 4� �� ' WITH 10' OR �K• INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS EV 12' I -BEAMS (24" MAX. FROM ENDS). As EDERAL h1ANUFACTURED HOME MQ ❑0�❑ JACOBSEN HOMES NOTICE: f THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 k 24" PIER PAD SPACING DD O„ P.O. Box 36e SAFETY HARBOR, FLORIDA 34695 ORICINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECAENT FOR SPECK PURPOSES AND MUST BE - DRAWING NUMBER: ❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM O1HER5 SU-01-0025 22 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" VIDE FLOOR** 58" 89" 120"*a 120"*I* 120"a* 120"*" 144" VIDE FLOOR** 50" 76' 103"*** 120"a* 12T*** 120"*** 160" VIDE FLOOR** 45" 69 1/2' 94" 118'*** 120"— 120"*** 184" WIDE FLOOR** 40' 61" 83' 104's** 120"*** 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. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE ROUNDED) TYPICAL M FRAME I -BEAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD eOeegSB4BAAAg®®BBB C'° ®�� ���® REF. CALC. PG. E Ar C-SU - 19.01 o p DAPU1 APPROVAL NO S• 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° m SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL APPROVED BY ONO 2. THE PRE -FABRICATED PIER PADS ARE TO BE DWAUfD PER THE S i .". MANUFACTURER'S INSTALLA11OR INSTRUCTIONS AND MEET THE MINIMUM ®� o°^ °� mo Dec 04,2009 Di PIER CAPACMES SHOWN ABOVE °. �.° �0 �s VC. 0 ' ' ' ,'" fg� ®®® 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JAq)tTs�l �. ® S ° ° °. • ° ° c °�`� °� ���� FEDERAL MNIDFACNRED IIDNE cu"Srn"criDN AND SAFETY STANDARDS HOMES INSTALLATION INSIRUCIONS MAX. PIER SPACING W FOR UNITS WITH 6° HBEAMS / 10' FOR UNITS WITH 10' OR g� 68®9�9ee0 4. 12° HIEAMS (24" MAR FRCU ENDS -USE 1/2 THE MAIL PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C.). DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES NOTICE: -amCATs sno,An DRAYlIRGS M.T. 11-23-os oRATIING nTu: 17 X 22" PIER SPACING o PY P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (613) 726-1138 RIG SUCH YATETBAIS ARE PROVED) TO TFE RBmu RR OMFTC KIRKI SS AID WST BE WT CONRBDFRAL AID 5EMU FROM OOORB DRANLNG NUMBER: SU-01-0027 194 I PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (FOR SIDEWALL OPENINGS SEE NOTE & LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF 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 A SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 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 1 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 1 1164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in Lo C" MIN. PIER CAP. 1 2841 lb,. 1 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 IDS. LOAD SPANS I SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w CAPACITY A !PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. CO 2000 214 sq. in. 272 sq. in. 1217 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. CD 2500 171 sq. in. sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. � MIN. PIERI CAP. 2975 lbs 3775 lbs 4575 lbs 5375 lbs 6175 IDS 6975 lbs LOAD SPANS SOIL BEARING 8'-1212'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF �r 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. Co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. WINDZONE III (110 MPH) ALL EXPOSURI O MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 70551bs 79751bs 20 PSF ROOF 10 PSF D.L. NOTES: SEE DETAIL •B . PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 41111E OPENINGS WADER THAN 49 INCHES EHGIHEK P0VALSr�/ /// DAPIA APPROVAL: z SEE NOTES: 02 , Q3 , AND 4 UNDER TABLE I, PACE SU-01-0040. ��� Q ST . •'••C�F � SIDEWALL OPENINGS.THATARE APPROVED BY Q3 FOR ALL UNIT WIDTHS USE 177 sq/in PIER FOOTER UNDER OR OPENINGS AT ARE 96 INCHES TO 144 z Q 1 4 y 49 INCHES TO 96 NO• NCHES WIDE. FU INCHES, USE 242 s q/•nI PIER FOOTER DER SIDEWALL OPENINGS. 910334 (MIN. 1000 PSF SOIL BEARING REOD) INPINC. 4Q FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS: PIER r — SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -, A 'OF EAR IF CLSPAN OCCURS ON BOTH SIDES, ADO IVALUES LISTED ABOVE FOR EACH CLEARSPAN) i�Q• • / FEDERAL MANUFACTUREDHOTdE Q CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR ON YOUR SOIL TO DETERMINE THE VALUE. �i it` ..N0 �\ STE OR HAVE A SOIL BEARING TEST PERFORMED �� OpNSTRUC110NAPDSAFETYSTANDAROS MAR 0 1 1999 NOTICE: I pRt DATE REV. LETTET JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS B.E.M. 2-6-99 ORIGINAL. PRMTARY, AHD CMEWT1AL DRAWING TITLE PIER FOOTER SIZING CHART n. IEAwAALs OF JACOBSEN MANUFACTURING FOR MARR. WALL OPENINGS rl P.O. BOX 368 W- SUCH MATEIDA1S ARE FRONDED TO THE SAFM HARBOR, FLORIDA 34695 RECFIENr FQt SaE= PURPOSES AND MUST BE DRAWING M MBER: nm SU-01-0030 PHONE (727) 726-1138 IKEPT CONFIDEMDAL AD Sm Onin 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Q PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'- 4"- WIDE WIDTH MAXIMUM 01 ( 5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM ( PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: REF. CALCS. GWfI- Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL ENq`t ER`� ��VASr/(����i,�� Q3 ALL FOOTERS TO BE BELOW FROST LINE. QQ • '�STE F<< �''. (D MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM ;'Q� No. '• SQUARE INCHES REQUIRED. 910334 .: OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" w•+ OVERHANG ON EACH SIDE MAXIMUM. TAT or - CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON = •• ';� YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR •• //V A� �' SOIL TO DETERMINE THE VALUE. . ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 2 T, 0 2- )APIA APPROVAL APPROVED EY IN'PINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 ig9g JACOBSEN HOMES SPECIFICATIONS �"���• � M.T. � - 2-8-99 - - TRESS S. PROPRIETARY. R AND DRAW IDE ARE ORIGINAL. PROPRIETARY, AND CO.FtTOEHRAI DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING PIER FOOTER SPECS CHART INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR S'EOFIC PURPOSES AM MIM BE DRAWING NUMBER. PHONE (727) 726-1138 IIEPT CMDUM AND SECRETFROM ODD SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' MN #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 W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN 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 P. S.A. I DATE.. 6-6-94 "'COLUMN SUPPORT SPANS NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HONE Is EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES Nonca TEE SKOFICAnms AM DMU14GS ARE DRAWN BY. DRAWING TI „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 ORWAL. PROPRIETARY. AND CONFIDENTIAL MATENALS OF JACOBSEN MANUFACTURING DI_ SUCH MATERIALS ARE PROVIDED TD THE WWW FOR SUM RlRM S AND MUSE BE DRAWING N PHONE (727) 726-1138 K" OWDENRAL AND SECRET I M OHM 28 M.T. DATE 12-22-94 REV. A M-12-M SET UP NOTES SU-05-0001 OFING C I RIDGE SHINGLES OR TABS I CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS I APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦` I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦I I ' I I I I I I . I ♦ ,qln ,Iln,. ♦ I "Inp. ♦ illll� Inp I .,ul„ •alu,. I nnlV +Ilnr •dlllr. rinp. nnl. uu,,. •Ilur. I I .rlulr. rlul,. I ,plp. .IIII"/ i nul• / nlu \ / 'roll• I „Ilw .rlin„ •IOw 4111, u um. nlp / lup, — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE ;UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ JACOBSEN HOMES ❑ND❑ P.O. BOX 366 SAFEPR(72O61DA84695❑❑„PHONE 3 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENIIAL ALAI SECRET FROM 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.) DA1E: S.A. 6-6-94 OR ROOFING CLOSE-UF SU-05-0010 SHINGLE INSTALLATION ry�,vvocr.. w.ra...>.s .A i°P II = — — ..Y . „ = ....,,,,.A = oo c 10 \ n�__� to W SEEPAGE 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/B" 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 ❑❑E❑ ❑'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 CONTRACTWITH 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. STAPLE 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTI TRIM W/ MIN. 7/16" x 5/8" x 15 GA. STAPLES AT 6° 0. C. MAXIN 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 STARTEF. STARTER STRIP LAP SIDING APPLICATION DETAIL JACOBSEN' HOMES NOTICE: THESE SPEGFlCA110NS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ADE-11:111 P.o. Box 3sa SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF RIALSJACOBSENARE MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND,MT BE KEPT CONFIDENTIAL AND SECRET FROM'OTHERS DRAWING TITLE: EXTERIOR FINISH CLOSE—UP 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. NOTICE: DRAWN BY: DAIS REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE ❑„❑ INC. SUCH OF JAGMATERIALS A N MANUFACTURING A P.O. BOX 368 INC. SUCH NATERUIS ARE PROVIDED TO THE EXTERIOR SIDING APPLICATION 100❑❑ SAFETYHONEHARBOR,) FLORIDA 261D 1384695 KEPIEPT CREMMAL AN RnBoE� DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILL HOME SET-UP/CLOSE-UP I 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 NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RELTPIEAT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0031 33 APPROVED BY lNf IIl1L 1 3 1�4 INC. RIOr2 l�,lAa-�- �!-i`r"t'rt-Ilt�i� _�iELLr"*?1�1J Ct1ay64yi�:yi.5��n.�l � �..(_Q�ulylr:l. v�IJYi�-�{�II.IQ•1���- '��pT r•l.°?G ��D� C=o II I WITIJ I CAW.- _ *(vim O.TH -,(urn 4 la frtl>r) gGar_E: wrlbp z v. T` rS--*MNri!:,Avrw rNst?11J4t�Ot� - yl.kal.k_kTA�icL•. 1� APPROVED BY _,R4JUG 131% lNC �x pzvz VJ.A -L -I �nT�II rJ� ..1 t��ii�LL�TI DtJ �►.wv�R v�:y►, �,�►�1 4f>vro Cnlr) ..W.1 1pov 1 . • I & CI.X-YiOX 2y2.' �� 1G 2a`rk 7C1�1<�' Sr 1." lES 37/e' o.c. oiz .. tJ'fL14S;I -LAi1 ASI.E�Bp I ��L 1 I o 0 0 0 0 I FAl-,j-FA vAt•.rt'L� WITH-XeMe . I co"o.4 It-4vs4� CHIrJ.) --0033 n>� 1`C " ZOtiIE 2 6Ni] .3 . t7-Tr6-' 7A419 ¢ t7► &r 11,Y: AW-i jY;'=-VI1.71'L Stfln,� "INStu.L.l4f_POr� Wo t�WI.L 1 h - MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES 11❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 725-1138 NOTICE: THESE SPECIFICATIONS AND DRAYANGS 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. 36 DETAIL "B" DRAWN BY: UAIt: S.A. 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING 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 EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING. 1, 1/4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL MEN 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 LISICD FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY 00 ONJUL 1 3 10 INS FONcmp CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF i_NSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. • f � ma. !. 6-6-94 SU-07- 0601 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. ❑❑❑❑ ❑❑.❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND UFACT RANG SENARE MANUFACTURING OF JACOMATERIALS NC. DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: DRAWING TITLE: TIE -DOWN STRAPS ❑,.❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SUCH DRAWING NUMBER: SU-07-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEpFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 38 MOBILE' HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ' ELECTRICAL CONNECTIONS. ALL ELECTRICAL -WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 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 -1 BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:- CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 2 NO. 1 NO. 1 N0. 6 200 2 NO. 2 0 1 N0. 2 0 1 N0. 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 ❑❑❑❑ ❑❑OW] ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR; FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAIMNGS ARE OMGINAL, PROPMETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REMENT FOR SPECIRC PUWPOSES. AND MUST BE KEPT OONRDDITUL AND SECRET FROM OTHERS DRAWN BY: B.C.K. I DATE: 03-30-12 REV. LETTER: B DRAWING TITLE: SET-UP/ELECTRICAL DRAWING NUMBER: SU-09-0001 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 SPEgFlCAIIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DAIS 05-25-06 REV. LETTER: DRAWING TITLE: ELECTRICAL CROSS -OVER ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING %1 1`/ ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-09-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEOFlC PURPOSES AND MUST BE IVT CMFMENRAL #0 SECRET'FROM OTHERS. 09-29-OS / 40 HOME SET - I BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL 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 ---- _' 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. ❑❑❑❑ ❑❑■❑ORIGINAL, J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: -6-6-94 REV. LETTER: DRAWWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE FRONDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-113.8 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ J A C 0 B S E N HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 DRAWN BY: DATE: S.A. 6-6-94 DRAWING TITLE: LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME iNOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE IHOME AND THE WATER SUPPLY. THE WATER SUPPLY iSYSTEM 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 NOTICE: TNESE SPECFICATIONS AND DRAVANGS ARE DRAWN BY: D.M.T. DAIS 3-22-95 REV. LETTER: ❑❑;;❑❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE TEST P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMB. CON. dC GAS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPM AND MUST BE KEPT CONRDMIK AND SECRET FROM OTHERS DRAWING NUMBER: SU-1 1-0001 (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. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAVANGS ARE D.M.T. 09-29-08 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATRIALS ARE PROVM TO THE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES Arm MUST BE DRAWING NUMBER: PHONE (727) 726-1138 RLPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0002 44 I MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS IF� FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING V17 DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET—UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP—OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. 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 O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — = 1 1/2" DRAIN LINE � m � = 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. ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDENnAL AND SECRET FROM OTHERS. PHONE (727) 726-1138 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED r2�" (1) FIXTURE DRAIN W.C. DROP3" i � 2" 0 A L T. VENTED W.C. 3" DROP / TYPICAL 2" DROP 3 / INDICATES BOTTOM / 3" OF HOME i i i 1 1/2" DRY VENT 2" (SEE ALT. FOR UNVENTED i OPT. WET VENT CONNECTION) O W.C. DROP � �-- INSTALL FULL SIZE 1 1/2" 2" CLEAN -OUT IF SLOPE 3" 2 0 IS BETWEEN 1/8" & 3" QE 1/4" PER FOOT i USE O IF CLEAN- / OD 3 3" TYPICAL OUT IS NOT NEEDED 1 1/2" DROP O3" D O i 3" i � 3" / 1 1/2" 1 1 /2" O MINIMUM SLOPE 3" ij 1/8" PER FT. 1 WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / Si 3/4" DROP SECTION i 3/4" ELL / i i �3/4" THREADED INLET i i i 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL SINGLE WIDES AND MULTI- NOTE:INLET - FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI -WIRES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LE ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-TTE94 ❑❑■❑ ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP - 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-1 I -0005 46 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED J �_ WATER CROSS -OVER AT PLUMBING 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 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: UNAM Dr ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10=23-95 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: WATER CROSS -OVER MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST RE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 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 CONNEC1ONS 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 L�L AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT 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 DRAWINGS ARE DRAWN BY: 0•A• DATE: 06-06-94 REV. LETTER: DRAWING TITLE DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECSIC PUSSES AND MUST BE THERS KEPT CONFIDENTIAL AND SECRET FROM OSU—) (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS LIMITATIONS TAPE ONLY (FOR LOW PRESSURE o NOT TO EXCEED CONNECTING 2 IN. W.G.) SPLICING CLAMP ONLY FiE C METAL CLAMP (FOR LOW TO Band Clamp MEDIUM PRESSURE NOT TO EXCEED L 4 IN. W.G.) SEE PRESURELIMITATIONS 3 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 PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ►. PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWNG NUMBER: ❑❑❑❑ PHONE' (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0010 4v 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. 4STALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL SENARE MANUFACTURING MATERIALS OF JACOMATERIALS DRAWING TITLE: ELECT. CLOTHES DRYER VENTING n 1\ ❑„❑ 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 CONFDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 50 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" O.C.VMAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. 71% (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. ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JAC O B S E N HOMESSPECIFICATIONSNO P.O. BOX 368 FLORIDA SAFETY HONER(2) 726/1384695 BOR, A THESE ANN D DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROYMED TO THE PURPOSEOT CONFOENTIAL AM SECRETSOTIM L DRAWN BY: M.T. DATE 03=08-07 REV. LETTER. B DRAWING TITLE: W/H PAN DRAIN DRAWING 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 DRAN7NC5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑�❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑��❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING - ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAB1NG NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0002 52 BOTTOM BOARD P-TRAP ACCESS PANELS L — — — — — J - 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: THEM SPEgFlCANONS AND DRAN7NGs ARE DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: ❑❑E❑ ORIGINAL, PROPRIETARY, AND CGNFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: BOTTOM BOARD P-TRAP ACCESS D ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE u ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PUBS AND MUST BE KEPT COE M7IAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0010 (10-08-08) 54 0: 0