The URL can be used to link to this page

Home My WebLink AboutSet-Up Manual Rev-07-14SET-UP MANUAL (��G�IVED pecm�tC�n9 Cnment oU �e St• � JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL- PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. JACOBSEN HOMES xolzAM DRAwIr BY.DATE REV.LEf1Ffi � �ECFlCATIONS AM oRArF�cs ARE O.A. 11-21-06 B 01"k. PROPfCE MY, II NO COIFEW& DRAWING TITLE: P.O. BOX 368 YATEMS OF 108E YAMEACUM6 WQ SUCH linos ARE PROM n m nW MANUFACTURED HOME SET—UP SAFETY HARBOR, FLORIDA 34695 REMM FIR SWX MFM AID KW HE DRAWING Ni; SM PHONE (727) 726-1138 IOPT CMFUEMUL AID SWU RM OWIS. SU-01-0001 (10-08-08) MAD117UL1E m m -mu ED'YI. m (UN-) `�1-)) w CAPPED mm su CdlQillE—�- an(a4'mm if X Li X 1C CEIIED IIIlSor BLOCILS� wm OPQI CELLS VR= SEE TABLE I FOR M FOOIE S72111C AID SPACING SPl==IS (PAGE11) (SEE SU-4A FOR 16 X 16 PRECAST PER PAD SPAT NG) SEE NOTE i — ROM ALL ORGAIIIC MATE K- AND PLACE PAD ON STABLE SCO. MON FROW LDff PER LOCAL. COLS REgJltLE1ffN15. SE NOTE #i DETAILS "A" AND "B" b DETAIL 'A —SE NX 12 VAM VW VAX ALLOIIABLE SM BFAW) (SEE WE 011) PBR CAPPED IN SOLD MKREIE MM OR 4' TLUOf) X 6' X 16' MO MASdIRY - BIDCfCS NIIH OPBI CE11S VBiIICAI. TA -DOMN SDUPS ATTA - (SEE RDTE p FOR MAX W fffIG IM 10 Em ffm COLIBDIS ON = AND BETAII. ABDVE) EACH SEC110N TO BMDEM E C TO A DOUBLE HEM ANCHORSEE _- TARE Fat FU FODTER SIDtJG AID / _ SEE NOTE #4J (P) `�-RE]IOYE ALL Q GJW MATERIAL DMI E IffM ANCHOR AND RLACE PAD ON STABLE SK MA FR05RlliE PER LOCAL, COIF t�O11BR1®JiS SF NDTE R-/ DETAIL 'B' \SEE NOTE R (DDFIis[011 VARIES IIIDI MAX ALLOME M BEANS n6mll 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON OTHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST 1N PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT -NOT LESS THAN Lj') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (tc) = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING F007ING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8 PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN W 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 OPPOS17E 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. E /Vse. 4, ,tee ®via • �`G APPROVED BY No 484-- %.._. o m o Revised m � INDec 17,2008 a o INC. m oo ® m TAT E O F °• E(/ ® FEDERAL MANUFACTURED HOME TR CONSUCTION AND SAFETY STANDARDS Q p.• A�p O R 1 C.I.j��A�e�v / ••°°° �•V Jy / 1 JACOB5EN HOMES .,^ '� T s>1a�u>saaAIDMAU=ABf aa�ul. FitIWW, AND CMMUMAt iGIBI W. DO.A. DAIS: 09-07-93 REY. LETTf)t DPAWW 1RLE 'A' 0810 P.O. BOX 36B 1i19M OF MM WWACRIM J1 DETAILS & SAFETY NARBOR. FLOMOA 34695 PHONE (727) 725-1138 Im am Ium"s ME P'Onm To TIE NNW FM SP= HiiM AID MIST B: IBPT CMFMM AID WO NO nW . 12-1 DRAWNG NlAtl M SU-01-0001.1 2 Jacobsen Homes Load at Frame (each 1-Beam location). Perimeter (sidewa0 area), and Mating Line for Homes Requiring Perimeter Supports [In Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS UOIST SIZES) Maximum Spacing Location South Roof Load zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 30" 6 ft. Frame 1890 2190 2490 Perimeter 1903 2133 2463 Mating Line 3246 3906 4566 aft. 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 �' 1. r 6rt sA' h G.� �a :r p Fedl�rnl Manufact—d r 'S rlcs7e �.0:17c11:00 �•:., /.�..---- == -•—'!arm 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 o r� 71 0 Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. ```��,.a° PAL a. T0�V// ' �U �_(46, Nu 9FQ �0 PE10505134 . S 9 . STATE OF flu` /ssfONIA! t �11 5/6/2014 3 SU-01-0001.2 +N �CLs k tat V Ul.'.0 t..-;C(1 ' Nome-, •f; [, L011 Jacobsen Homes Footing Capacitle9 8 in. x 16 in. (single stack) pier 16 In. x 16 In. (double stack) pier Sail Bearing Minimum Minimum Unreinforced Unreinforced Capacitity Footing site (fn.) Footing Area (in) Maximum Footing cast -In -place Maximum Footing cast -in -place (w Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 w IL 24 x 24 576 3,700 6 1,700 6 O O 30x 30 900 5,600 8 5,800 6 O 36 x 36 1,I96 7,900 10 8,300 8 42 x 42 1,764 10,700 note 4 10 10,700 10 48 x 48 2,304 11,100 nou 4 12 13,600 10 36 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 u. a 24 a 24 576 5,600 8 5,700 6 O O 30.30 900 8,500 xvu 10 8,900 8 � 36 •36 1,796 12,400 nva . 10 12,600 8 42 x 42 1,764 16,500 14.1. 4 12 16,800 nou • 10 49.48 2,304 Z1.200 not• 4 14 21,600 xat. 4 12 16 x 16 Z56 3,400 6 3,400 6 N 20x 20 400 5,300 6 5,300 6 1 24 x 24 576 • 7,600 8 7,700 6 O O O 30 x 30 900 11,700 nou • 10 11,900 8 N 36 x 36 11296 16,700 nvu 4 15 16,900 nou 4 ID 42 x 42 1,764 21,700 nm• . 18 22,700 vt.. 12 16x16 256 4,300 5 4,300 6 a 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 nvu 4 8 9,700 6 rn N 30 x 30 900 14,800 xvt• . 10 15,000 e 36.36 1,296 20,700 • •t• . 12 21,400 xou 4 10 16 x 16 256 5,200 6 5,200 6 * w a 20 x 20 400 8,100 ruin . 8 8,100 6 O p 24 x 24 576 11,500 eel• 4 10 11,700 6 1.� � 30.3a 900 17,800 vu 12 18,100 xvu . S 36 x 36 1,296 25,400 note 4 14 25,900 . 30 4- 16 x 16 Z56 7,000 6 7,000 6 'y! , CI' 20 x 20 400 10,800 nw. 4 8 10,9D0 6 O _ O 14 x 24 576 15,500 nine 4 10 15,600 8 LJ 30 x 30 900 1 23,300 x•t• . 11 1 24,200 ... 4 10 1. The footing sites shown are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other :onfigurat,ons, such as rectangular or circular configuratons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than' :he thickness of the footing. 2. The 6 In. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead toad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8.030 lbs. for 8 in, x 16 in. single stack block and 16,C001bs for 16 in. x 16 in. Jcuble stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 On the frame (I-beam) a single stack block pier shah not exceed 36" high (see footnote 4 fur mavntunl capacity) and a dovole stack block oier with interlocked blocks shall not exceed 67' high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single stack block pier shad not exceed 54" In he-ght (see footnote 4 for maximum capacity) Any piers that exceed the nieghu specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all Sall types. ABS plastic foctings (pads) shall only be used In accordance with the pod manufacturer's instructions and must be cerCfied for use in the sod classification at the site, listed and tabled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. NOTICE: DRANK BY: DATE IO:v. Lk''..❑❑❑❑ JACOBSEN HOMES THESE SPECJFlCAiIONS AND DRAYANGS ARE O.A. 06-06-94 ORIGINAL, PROPRIETARY, AND OONFlDENIAL DRAWING TITLE ❑❑;;� MATERIALSiAT RIALS AM MANUFACTURING OM MOBILE HOME SET-UP 2 P.O. BOX 368 p�C, SUCH MATERIALS ARE PROVDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPIENT FOR W= RMPOSES AM WM HE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT O�BTML AND �T FROM OTHERS SU-01-0002 (09-30-08 ) 5 SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 f- SEE NOTE #2 NOTE #1 i \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 >- I SEE NOTE #2 _-SEE NOTE #4 --, I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING z (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTAL AND SECRET FROM 'OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING DRAWING NUMBER: SU-01-0003 SEE NOTE #7 SEE NOTE #6 I (2)Cl')3 101 lie 4 2 1 NSEE OTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME ]-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 0❑0171 P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 -NOTICE: - THESE SPECIFICATIONS AND DRABINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SUM PURPOSES AND MIST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWANG TITLE: TRIPLE WIDE BLOCKING DRAWANG NUMBER: SU-01-0004 7 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS Inn MMM M Ni W A011 ON TO W ER NUUUNG NEOLINIEO W THIS MANUAL . ALL FLOOR WIOIUS ANO JWW SOW TYP. FSWPI.ACTS ON NNIEWALL OR MAIOOAW WALL •• EERIM HOST BEAM NO TE M BLWX REOURED AT 48' 04 MAX RJ3U TO SU—M—M ANY NOTE TUB ANEWR SHOWER AT SIDEWALL OR MARmAmE WALL LMMER SAW NNE OF ALL EXiERUIRR DOORS LOCATIM ON UWWALLS 2 OR UX 46 ljT NMDOWS P® REDUIREO AT EACH END ANO NEFWbl N EAQ! OPEYINS REC W AREAS REM PIERS SPM W O.C. MAX (ir OR LESS N MM) EAOI ENO OF REODWEO AREAS REfESSED "AS N f 5DE BAY REM PIERS SPAM 6C O.C. MAX MR! ALNO AWLUW TO ALL ENOWALL NAY WNYOOI LlM W Kxwo m BY A FRAME MEMBER SARUM TUB AT SIDEWALL OR MARRIAGE WALL RE}m CABUMM ALONG SWEWALL OR MARRIAGE WALL (ARM TO BAN CARNETS V OR GREATER N LDNGiH) (SAME UUG MAY BE USED FOR EAILTIPLE 461/t WNDOWS) MM BLOMNG IS RE9lliAD (WARIAGE AM MEWILS) SW ON MW MAX SPAM MOLE LEVEL BOOR MU RRST (M MAlL 10 MEW OR MARRIAGE OW BiM IMMIX PERIME R BIM NUMB; 1. FOR 11E AIXIU & IID= IEAM AS iMTFD ABOVE USE W X 16' FIR PADS WL 2 LOCAIE BMW OW PSIMM JDST OR ■1ILIL a OF THE DID T 2A Ati51S LWAIM AT 1i• QC. MAILVILI.� 1 COLUMN PHIS ARE IN AWIM TO ANY OM E M FIRS AL W MAIN LIE. 4. WRIW LOW IS AEO W L4W 11P ROX WAIWE E SiI:YIAL9) W O.t MAX. 5. PBLS USED FOR PUKIR SUP W MUST K IUSTAIIED WPi 11E I= Ir61901L PRAM TO 1W PETLIERIL RAIL & *0 PERMEIER ROM IS RBOUM MY MAIN LIE OFDI SPAN WAiER TIWi 10. MM HAVE W19IEA X PERS PIACLD AT MAX 17 04 DWT ii4 VIDE FIRS. SEE SFD'111 N= a •. RIM TO W-OI-Ml AM 91-Oh0005.2 FOR 2.6 FLOOR SnW . w O.C. MAX . L1:10 Qjffw4w> IZw><SED aMAR 20 2014 C a Federal MMef+MEW ROM cmmuctio. m v JACOBSEN HOMES P.O. 80x W )?Omm. TML3E S EWAi101S AID MAIM RUVWAL PROW MY ALB OMFU DAL. MA7MU CF ' MMWACTMG 'M amen dr. O.A. u�ir: 4-12-00 DRAWNG 11TI.E ADDITIONAL BLOCKING SAFETY HARBOR, FLORIDA 34695 No. SM MAMM W MWM W NEW RR >141RIC WRNS AID WbT BE DRAWING NUhIIEIE PHONE (813) 726-1138 W T COKUO K AM SD7tT R U QW $11-01-0005 (03-19-14 ) (APPLICABLE TO ALL IMPERIAL AID I LORD COTTAGES #TH l8e FLOOR OPTHS-SEE FL-01 AMU) ON SITE PERIMETER 16 X 16 PIER PAD 17 X 25 PIER PAD WIN, BLOCKING O.C. SPACING ! 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDE*ALLS/VATELINE WALL I. 48~/24" 64"/40" 64"/49" MAX LOAD INCLUDING PIER AND F007ER 1 1778# 2667# 2950# e®�14 u u '. 0�� ......... e° No pit STA E OF e A, ALL �(DzoNEs ALL EXP0511RE5 20 PSF ROOF 10 P5F D.L. C-FL- 89.01 - 89.03 APPROVED BY INAMay 07,2009 INC.. FEDERAL NWIUFACTURED HOME CONSTRUcnOR AND SAFETV STANDARDS Iprid4 BY DAM REV. LETW. JAd0B9EN HOMES �� ►Am n03-02-09 Ew,A �E�rA DR 11b _ P,O, Box 36B y�pl imeAts u+E.arDWOM�p ADD. PER, BLOCKING REQUIREI�iENT$ SAFETY HARBOR, FLORIDA 34696 15 t DR PHONE (727) 726-138 K9�►02�Gam SU-01-0005.1 .000 9 1 PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (SEE SU-131-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184". FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: I. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIM N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIRED IN THE JACOBSEN HOMES NSTALLAION INSTRUCTIONS. W "a o MAR 19 2014 O O G. C 0' Federal Manufacttred m Home Construction v And Safety Standards NOTICE: DRAB B DATE REV, LETTER: JACOBSEN HOMES Rm SIMMA IO IS No CNAti�1IS AM`.YouNc 11-18-2011 ORI ROP 4- PWMY, AND CCNfIDWX DRAWING TITLE: P.O. BOX 368 YATOMS CF JACOOM MANUFA011M PERIMETER BLOCKING IMP -DC LPC SAFETY HARBOR, FLORIDA 34695 INC. SUM YATO S ARE PROVM 70 THE PHONE (813) 726-1138 WE ,M WSENT M NM AWNG NUMBER: SU-01-0005.2 i 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM FOR SPECIFICS / COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT I, THE MARRIAGE LINE) BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. NOTIca DRAWN BY: M.T. DATE 05-20-06 JACOBSEN HOMES. gm Ts AID wAIIm CRWAL 13MMO TARY. AID Cgi10E M DRAWING TITLE: MATERIALS OF JACOBSEII MWACNI MNi BLOCKING (PIER) LABELS " P.O. BOX 365 SAFETYHONER(7227)F7261D1334b95 Ot SUCH MAID1 S ARE PRGVM To IM � M � RM DRAWING NUIBfJC SU-01-0006 (09-D4-12) & AND .00 11 ADDITIONAL RECESSED PORCH BLOCKING (nls awn Ts IN Ammon( Tn acom N nos 11ANUAL) 1 •r�r . 1 � �1• 1. •7 I EXTERIOR ULL { r- EXIEW 14L Amm 1-Bum upm Df1EBIOR wa PER U1(DEit REOLK PERS SPA® 6 r O.C.' MAX (AND PUS AT PORCH POSTS) AS SHOWN 64' M MAX PIER SPACING AT VARRIAGEWALL XoiE USUACE BEP1 W EDO OF PIER AND EDGE of PORCH POST TIP. Palm POST WAY NOT EXCO DEPTH OF FLOOR JIM (5 Itt) T1Y. POO FLOMG �� 51 *MAX TYP PORCH F[OOEI1Gn PORCH FLOOR JOIST DOUBLE PORCH PERCElER RAIE "All(2�I� 6 PBE1 �T! Z � �. if-OOW STRAP PORCH BE0LOIOR JOISTS (SEE OTk R DETAILS) W. PIER (C X C X 1C) 16' X 16- IQN. FIR PAD CROSS SECTION VIEW Al TIP PORCH POST TVP. PORCH FLOORING PORCH FLOOR JOIST (2)2X6PTX18•MIL SWO BEND 2 PORCH no. JOISTS LONGTTUDTNAL VIEW A2 DETAIL 'A' . 1 DOUBLE PaRa PERl10:TER RAIL = PER 1RVDER A09® t-SAW � TIP. PORCH POST PORCH FLOOR JCPST (2)2X6PTIIB'161 BRDGED BETWEDI 2. . TIP. T-wlH STRAP PORCH iIDOR JOISTS (SEE Olilfli DETAILS) T)P. PIER (a• X I!• X 161 IC X IC UK PER PAD CROSS SECTION VIEW T31 TVP. PORCH POST NOTE DISTANCE BEIWEER EDGE OF ' TIP. PORCH EtOmIIG �5 1 �i PIFR AND' mm OF PORCH POST PORCH FLOOR JOIST WAY NOT E ICB 5 1/2- 6 PT X 18 UK-' (28) 22XOR TYP. TIE -DOOM sowPORCH FLOW JOISTS (X OTHER DETAI.S) IANGNUDINAL. VIEW R2 T\T11'!f . TT ►n► 211311211 NOT) TES- �6' ••'SIFT••' �C'•�: �: c Cti '� - - - APPROVED BY LD ADOITIORAL BLDCIORG REQI= AS WA11D ABOVE (USE Ili X IC PIER ^ ``1:'y cji 11 % PADS Of JOW PSF SM CAPACITY) LOCATE BIOC70i'iC IIIOf� PEIIWEIER JOIST OR WINS 1/2r OF EW OF 16. O.G O. 4 Deec13,2006 1 PEAfrM BLOOMING IS REQIIRED UNDER PORCH AT EACH POSI (61' Mt WAX) � • (Z / F7 o INC. {. AGOIRWAL Itoo NG REQURED AS VIOCCATED ABOVE {RIDER COM OF 00 F-BEIM �(• At MAX) � : :. 1 t t 0 a � - i �► � FEOENAL NANUFAMFED NONE CONSMUCTION MO SAFETY STMDMOS S `SEE OTHER DETAILS FOR OW REOMM BLOC!" LOCAndS %�� p: �•., •OP.1�� , ��" 6. Am F-BEAF1 AT PORCH/iXIFBNIR WALL WAY DIFFER Of 91 FROM MAIN HOUSE IL -BEAK' • .... ••• ��t� FC: - Il 4••d�a $+mow AM JACOBSEN HOMES xoxTM aw�eF-Br: !A PAY. LETIs% 1►IEx �1ra11o1s Aw, aRA>FT+cs uR.R. T 1-28-®6 O WNA1. PMMTAVI. OM oo►sM IAL Titam Ti ADDITIONAL RECESSED VAIM"P.O, B©X 368 p NAIE"s Am mom n To PORCH BLOCKWG SAF1 N HARBOR. FLORIOA 3"95 omm (CAR PJBVM A10 61IIP X DRAB FI11 NP. ftw PHONE (613) 726-1130 an c wmm no mw Im oars SU-01-0007 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B =140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 1111111rI `b DDFO ?Doeden, t:S;�•SF''�r�•. John PE ; 4548415133 Goshen, IN 46528 Phone: (574) 825-766a p STATE OF tll�i 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON —SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON —SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PAR11ALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 N.D S 01 I Ru. `ALC& NOTES: . (74, Nose 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: 20' WIDE MAX WIND ZONE 2 OR 1 301 EXP. 8 SITES. 16' WIDE MAX NTND ZONE 3 OR 14CUPH EXP. 8 SITES �^ Ci;r:_Yc 2. MIN. BRACKET LOAD .CAPACITY FOR WRIICAL RE -DOWNS E 24501 WIND ZONE 2, 29601 4AND ZONE 3 i . t ! ! ' 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. • : ST�P_ OF • 4. 48' O.C. PERIMETER BLOCKNG REOLIRED ON HOST BEAM SIDE OF HOUSE 4/�_'•r2 ..••-'_��, ALSO MEETS WINDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L. APPROVED BY 0 N g000 Jan 20,200. INC. FEDERAL MANUFACTURED NOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES TNfg SK� AM otw�►'►WW1 �}��er. D.M.T. nAr� 01-10-07 LETTER OR=AI. TNWKTARY AND O"DE tk DRAVIWG ILL'ATT. TO HOST BEAM P.O. BOX 368 MAWUU OT 4%C08SM HANWACTURINC NC SM YAI AN5 AK P VAM'M 4E '• SAFETY HAR". FLORIDA 34695 asCFM MR gum FAvvls me sm x DRAVANG NUMBER: PHONE (727) 726-1138 . ND'T emmma on wa[t NNW anon S1 f-01-0008 14 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT m.uiv I-DERM FLOOR SYSTEM MUST BE LEVEL HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER BLOCKING PIER MAIN I -BEAM TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXIS MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM _ - - _ MATE LINE AXLE MAIN [-BEAM BLOCKING PIER BLOCKING PIER MAIN [-BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184-) WIDTH UNIT REQUIRES PERIMETER_ BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH HITCH Nc JAC0BSEN HOMES N0T1C& DRANK BY: DAIS REV. LEM 1HESE SAECIHCATK)NS ANO DRAWM ARE D.M.T.10-10-08,ORRi K PROPWETARY, AND CON MMIALP.O. BOX 368 MAIEMNS OFdACOM M MACPAW DRANiNG TITLE TEMP. BLOCKING M ME SAFETY HARBOR, FLORIDA 34695 FE SilGI SI EMS ARE A DRANBIG NUMBER: W:CPdT FTyi SPECi1C RIRfOSfS AND MIST ff PHONE (727) 726-1138 KEPT aWMfK M S WET Fray 07MM SU-01-0009 15 ' 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184• WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE �7" REQUIREMENTS 4"TYP OR 8" TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 00 CONCRETE FOOTING 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 WlNDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fe' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. p REF. CALLS. e. W A- — !/ :r- `��flUuurrfgpi NOTES:Em` `� , �.....,• �C'. DAPIA APPROVAL: 1. REFER TO 01HER DETAILS FOR ADDITIONAL PER FOOTER SIZES AND .`� C�Q.•' G�STE ''• 9 '• •�� NO. �� •• APPROVED EY SPACINGS. ; 910334 •; 2. START I -BEAR( PER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END � �e� IN[INC. OF THE HOME AT EACH i-BEAM. AND MAXIMUM SPACING SHONN IN THE CHART ABOVE FOR FULL LENCIH OF HOME . :• STATE OF144 "•• �� 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS P.: ��, '•N A► �` fT�ERAIMANUFACNREDROME AT MATING LINE OF MULTIPLE HIDE HOMES Os 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. '�ss ?r�pr� JACOBSEN HOMES wx CA D ' IRA Iffift 8Y: m.T. DATE 2-8-99 REV. tE1TER DRAINING TITLE 16' x 16" PIER SPACING P.O. BOX 368 OMMMM. PROPRETAO. AM rXl MIAI. OF YM 1"CWMTdE� �� SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ,mmudAu RiWO(f Fat WC PMM #A UM IE I�PI CM460 ML M SE00 FROM O M DRAWING NUMBER: SU-01-0020 17 ALTERNATE MAIN BEANS PIFJR9 (6' x r x W � CO1(NIE WSo1NtY BLO)M (1j0 I�tTAR Oi OTIOHT Flow) (a ) ®9098®®DBOIFP �� \ D®FQ �� x of#THice � A"I am�SINGLE STAG( BLOCK PIER AR TO BE NO 45484 �, IL003 mmVICAPAOTY-SSEE 1p1E jl to 4 1 A a -b ,oL O R I�•g`,\�aom� a� s10NAI�e®® y� 9��ST�dY RE TAltT1 A►p/Ott e BBOedd@Bi®aTO� SSUNE (i'FD FIYt \ FtDfilT no 4( X SIZE a PI? CAPPED tTH OOIj(7 _"' ( 4pm 3 x PNWK lid TREATED UND (SEE 401F f) ma TT' zTM11j0PECO1Svy w�S DOUBLE STACK BLOCK PIER (SEE 40TE 0 A Q) 8• x If x le HD* CONCRETE BLOCK IS 91* O I0 I OF OF pe 0 TES THE PER W. 1r x 1r x 1r'"o M4CRETE ELM ARE SH* iAL OFFSETS MW THE TOP TO IRE oaTmy or THE PIER MUST NOT ExiTEFD 1/f. FLOOR jI�II DTH MAX. M MAXIMUM I-BEAMPIER SPACING (CONTROLLED BY Pa LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 140 *DE FLOOR 2428 LBS 3488 LBS. 4548 LB& 56018 IS& 160" *IDE FLOOR 2661 LB& 3838 LBS. 5014 LETS. 6191 LEIS. 184' *DE FLOOR 2961 LBS. 4288 UM 5615 In 6941 LBS. PIER LOADS ►NCLLDE *EMT OF PIER UP TO 2500 - ADD DIFFERENCE *TEN PIER *EIGHT IS GREATER NOTEt UNIT *IDTIiS INCLUDES A 6' MEWANG ON BOTH- SIDES VA44 REF CUM (CHECK VIER PAD LOAD CAPACITIES BASED ON SOH. BEARNG PSF) 1 X SU-01420 FOR PIEiR SPA00 MIEN 16' x le PIER PADS g USkG le x le Q PAPADS DIM CAPAOTW4 TE THEY PST BE LISTED Alp CERTIFIED TO EXWD ON BE 2. #0 U* PIER PADS THEY MUST BE LISTED ! CERTIFIED TO EKMO 01 EQUAL 04 PSI CAPACIM 3. START I-vEAW PIER SPAONG 24' FROM EACH END OF THE lid*, AT EACH I -OW Alp VAmW SPA* 9* TN THE CHART As* FOR nu LENGTH OF mW 4. ANY Ps HFAM ABOVE 671 MST BE OE9dga BY A P.E. OR AVOTEM 5. CAPS WSI BE SA* LENGTH A►p #DIH AS THE PIERS DN #601 THEY REST, 6� HEUSED PLA ES 4 RR �D Itt G OR 2 OR 4 Op N" MD C*X7E ROM VAY ONO O ; HI (IfALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised Oct 17,2008 IN741NC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS eAAC40B9E HONIED Noinda DRA" ft DATEt REV. LETTER: TIQ sIaTIdRS AIff niLb CIA2-8-99 P.O, 8ttx m �mekTAsH`°°EpY j p ALT. VAIN BEAM PIERS B SAFES H (727) 25 DA3 93 b1tEaSQ DRA"s SU-41-002110-00-M) 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. ❑❑ ❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT ❑"❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRDVIDED TO THE DRAWING NUMBER: SU-01-0022 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 78 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 39" 62 1/2" 86 1/2' 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2' 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2' 85" 103" SEE NOTE #4 184" WIDE FLOOR•. 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS '�556 LBS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SQ.INA MAXIMUM 1=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 #4 144" WIDE FLOOR•• 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" VIDE 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 TES ALTERNATE TO THE CONCRETE ENGINEER ,APP.ROVAL: DAPSIA APPROVALN c�: <<s I. PRE -FABRICATED PIER PADS MAY BE USED AS AN �: �� '!, " .. �- C- rY-14• G( FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �' 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 HOMES INSTALLATION INSTRUCTIONS. Y ST A T E OF r.{~'• +� 0 CT 1 i 2W IN p C "' INC. 4. MAX. PIER SPACING 8' FOR UNITS VATH 8' I -BEAMS / 10' FOR UNITS WITH 10" OR 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME Ic7IDN AND SAFEIYSTAIYDARUS HOMES JACOBSEN HOMES NOTICE: THESE SPECIi1CATN7N5 AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 16' $ 18 1/2* PIER PAD SPACING P.O. BOX 368 ORIONAL, PROPRIETARY, AND COKIOENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECADTT rM SPECK PIAPOSES AND WIST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0023 20 or 18" X 22" PIER FOOTER SPACINGS* MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FIL s* 43" 68" 93" 117 1/2" SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LIES 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR" 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 144" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43 1/2" 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH • INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS -SEE PAGE SU-01-0021 NOTES:� THE EN APPR(� +ryr� Fr DAPIA APPROVAL: PG.� 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO CONCRETE HOMES SET-UP MANUAL. ...:....... �P,,.G�Srf�t� •,� �.,, lL C - t �' — FOOTINGS SPECIFIED IN THE JACOBSEN i3O 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ;; =APPROVED 910334 BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM .? PIER CAPACITIES SHOWN ABODE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN x A'�• s'axe (DIF �4 HOMES INSTALLATION INSTRUCTIONS. 10" •,. _° ' : INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH OR 4�� , •a 12' [-BEAMS (24• MAX FROM ENDS). DERAL MANUFACTURED HOh1E 'DATE: JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE +®WO BY: D.M.T.. 09-22-01 REV. LETTER: , DRAWING TITLE: PRE—FAB. 18' X 22" & 20" PIER PAD SPACING P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE _ I DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECiffHT FOR SPECFC PMTPOSES ANIO MUST BE IFPT CO.AMTIAL AND SEHACI ►RHMN OTHERS. 21 1 17 3/16" X 25 3 f 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" VIDE 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 EN P DV �"• ''!. �t , •, ` STC- �a• DAPIA APPROVAL: �6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. • 4` : rY _ 14. p3- 4r 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334S 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 HOMES INSTALLATION INSTRUCTIONS.�0�'•, A '• STATETnrrrvqumnA;tr%..q QCT i 1 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 16 FOR UNITS NTH 10' OR ��E''•'Na ��y'• � �'' C� •'INC. I MAX. FROM S 12• -BEAMS (24" ENDS). DHOh1E JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. -DATE:- 09-22-01 REV. LETTER: „ P.O. Box 368 ORIGINAL PROPRIETARY. AND CONFIDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE DRAWING TITLE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECFIENT FOR SPECIFIC PIAPOSES AND WSL K KEPT CONFIDENTIAL AND SECRET FROM OTHM DRAWING NUMBER: SU-01-0025 22 - 26" X 26" PIER FOOTER SPACINGS* (MIN.- 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 113 1/2- SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 160" WIDE FLOOR. 8741/2- SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 MIN. PIER CAPACITY�r 4694 LBS. 1 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: TO THE CONCRETE EN A OV LS + 4 +- tt+J• tip,f,r .� .c' i rAP.A APPROVAL. 5�� GAL L+ 116; 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �' 'r. : �'Q�4+ NPR. � ;T' ',✓ % y- 14 • � 2. THE PREFABRICATED PIER PADS ARE TO BE INSTALLED PER THE. MEET THE MINIMUM 910334 = APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND �� w PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .t� , S r -M +? OCT I I HOMES INSTALLATION INSTRUCTIONS. 3. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR -UNITS WITH 10- OR ' INC.NIP 12" I -BEAMS (24" MAX. FROM ENDS). f Hnuc. JACOBSEN HOMES NOTIC'DRAWN THESE sPEancATIONS AND DRAWINGS ARE BY: D.M.T. DLTTrySTRUG ION ANDSAF 09-22-01 Y N'I DRAWING TITLE: PRE—FAB. 26' PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, ANO CONFIDENTLAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROVDEO TO THE DRAWING NUMBER: SU-01 —0026 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEOM PURPOSES AND MAT BE KEPT CONFEENTUIL AND SECRET FROM DINERS. 0 23 17" X 22" PIER FOOTER SPACINGS* IMM. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING N07E: 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' MADE FLOOR** 58' 89' 120'*u 120"ar 120"as 120"au 144' MADE FLOOR** 50" 76' 103'*** 120"*** 120"*** 120"*** 160' WIDE FLOOR** 45" 69 1/2' 94' 118'*** 120'*" 120"ta 184' WIDE FLOOR** 40" 61' 83' 104'*** 120"*** 120"*** MIN. PIER CAPACITY 2597 L8S. 3896 LBS. 5794 LBS, 6493 LBS. 7792 LOS. 909D LBS. NOTE UNIT WIDTHS METH ** INCLUDES A 6" OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 PIER PAD (COMERS MAY E WAIOfD) TYPICAL PER FRAME I-6EAM ORIENTATION OF BLOCK PLACED . SYMETRICALLY ON PIER PAD 0e®®e,�CB®®6�gsa�° REF. CALC. PG. 000�`0a'`^ C C-SU - 19.01 4� I NOTES: � y� a A N DAPIA APPROVAL 1. PRE-FAIM UTED PIERS MAY BE USED AS AN ALTERNATE TO 1NE CONCRE ' SPECIFIED IN THE X48SEN HOMES SET-UP MANUAL ' " APPROVED BY 2. THE PRE-FAwcAIED PIER PADS ARE TO BE MSTAUFD PER THE m s i" . -Avr MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACMES SHOWN ABOVE Dec 04,2009 3. ALL OTHER REWREMEWTS ARE TO BE ADHERED TO AS Sf"fMED IN THE JACOBSEII��O� ®��Bts�� i9®p�o��m �AgNG FEUERAl MAI1UFACiIAINC. p "pME CONSTRUCTION AND SAFETY SEAWUAPDS 4. MAX 8' FAR UUD15 WITH 8' F-BEAMS % 10' FOR UNITS WI1H 16' OR it I -BEAMS. (24" MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. JACOBSEN HOMES NOTICE 1tM SPUM ONS W DNA1911GS AM DRAWN BY: M.T. DATE: 11-23-09 REV. LETTER: DRAVMG TI7LE: 17 X 22" PIER SPACING P.O. BOX 368 ORS. HOWUMT, AM gmfwufm WM'� OF dAC0 M YAWFAC71Ai01D SAFETY HARBOR, FLORIDA 34625 PHONE (81338 ) 726-11 DUC 9►CN MAIMMS AM PWAUfD 70 DIE RUUaPBUTRURVUFCKW=ANDWSTBE WT OXR➢BM AND SWU WA OTNFRS DRAWING NUMBER; SU-��-OO2J 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE & LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -� 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. c\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708IDS. 3428IDS. 4148lbs. 4868IDS. 5588IDS. 6308IDS. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq, in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in ifs 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 IDS. 3601 lbs. 4361 lbs. t 5121 IDS. 5881 lbs. 6641 lbs. LOAD SPANS ® _ w SOIL BEARING CAPACITY PSF 8'_12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 3775IDS 1 4575IDS 1 5375lbs 1 61751bs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. ' MIN. PIER CAP. 3375lbs 1 4295lbs 1 5215lbs 1 6135lbs 7055lbs 7.975lbs WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: Arr. `'""''' I� SEE DETAIL 'B'. PAGE SU-0I-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS VADER THAN 49 INCHES. ENGINEk(% f�OVAIST/I /// DAPIA APPROVAL OSEE NOTES: (2). Q3 , AND (a UNDER TABLE I, PACE SU-01-0040. PQ •,,......C��t'� Q3 FOR ALL UNIT WIDTHS, USE 177 sq/in PIER FOOTER UNDER SIDEWALL OPENINGS, THAT `�� C� ,•'�(j�STErq -..�i�� APPROVED BY ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES. USE 242 sVn PIER FOOTER UNDER SIDEWALL OPENINGS. . �'Q� No. O %. ':*= ON (MIN. 1000 PSF SOIL BEARING REO'D) 910334 s 0 FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER [I SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) ; '� ''. TATE OF ; �, ; INC.IF I V Q CHECK PATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR i �Q ' / ' �� FEDERAL IAANIIfACTL*o HOME SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. ��i� ••HD �� MNS RUC11011ANDSAFETYSTAOM MAR 0 1 1999 JACOBSEN HOMES THESE sPECFICAms`u� oruw+lcs / B.E.M. DATE 2-6-99 MY. LETTER: ORIGINAL PROPRIETARY, AND cONFwlAL MATERIALS OF JACOBSEN MANUFACTURING DRAWiG TITLE: PIER FOOTER SIZING CHART A P.O. BOX 368 INC—SUCH YATFRAIS ARE PROVw To 1HE FOR MARR. WAIL OPENINGS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 IEIRIMt fat St= KWW MO NUSt K KEPT WNfWT1AL AND RcaiET fROM CUM ORANNG AMBER; SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n (5) PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. X-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 (i n PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0. ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191j) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM Q5 PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 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: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. (� ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. SO ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. .J�PQ� •G\STERF F�! �ii No. o 910334 . -rAl OF jS JACOBSEN HOMES %ESESPECIFIG►fl ;ZDRAWNGS-ARE ORIGINAL, PROPRIETARY, AND CM*KNTIAL P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTML4C I SAFETY HARBOR, FLORIDA 34695 REppa CK � WO AM IARE PROYM UST BE PHONE (727) 726-1138 I07 Ommum AND SE00 R= Dun M.T. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. DAPIA APPROVAL - APPROVED EY NOPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 ig9g DATE 2-8-99 REV. IETTER: FOOTER SPECS CHART A 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 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE 6-6-94 LETTER: REVL ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING DRAWING TITLE COLUMN SUPPORT SPANS ❑®,❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PRONGED TO THE ARE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR NONE 18 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. I . 0 1 U ►i__111 ►A 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH 'A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE 1N6E SPECFHCATIM NO uMAUHM AM MOM. PROPWARK AHD oORFw¢tR& MAXIVA S OF JACOOMN MMAFACIUMG wH: SUCH M AIS S AM PRODDED m TW WXBHF FOR 94M1C F III'M AND W9 E KEPT OONFFow& NO ow Im unm N. m .1. M.T. 12-22-94 _.. _.._._ A m DRAWING TIRE-rrion SET UP NOTES DRANiNG NUMBER: SU-05-0001 23 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦♦ I I ♦ I ♦♦ I I I I I I I IIIIV ♦ •�Ilpt ♦ +IIIN ♦ I '14V •� a4i„ ♦ OOro ♦ aql,. I •�IIIV• '�w^ +11111' ailll� •gllV. d4y. .gull, �Oul� I I Oln,. nau ^Otn •tllp. +II i — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. NOTICE: ❑❑❑❑ J AC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF ARE MANUFACTURING ' P.O. BOX 368 INC. SUCH MATERIALS RIAIS ARE PRONDID TO THE ❑❑❑❑ SAFEMUST BE PHONER(2 )F726-11IDA34695 KEPTCMFMn� � SECRET � 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.) S.A. 6-6-94 113 CLOSE-UP SU-05-0010 SHINGLE INSTALLATION 1111./.cs low" celir�.ci 8 sv,Trsi� vriWias mia�rre Ij iigarao amr a -mr�ogs co 10 Lc) cn SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/6" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. L❑ JACOBSEN HOMES ❑ P.O. BOX 368. 901 4th ST. NORTH ❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION C 6-6-94 6 a 30 REVISIONS: DATE: 12-21-94 :1SU 705-0011 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1.. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP, SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION_ START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIM 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 STARTEf1 1-1 — STARTER STRIP LAP SIDING APPLICATION DETAIL DRAWN BY: DATE: REV. LEM ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 12-22-94 ❑❑;�� ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF dACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR FINISH CLOSE-UP _ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECFIC PUPONS NO,M(1ST BE DRAWING NUMBER: SU-05-0020 ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDM IAL AND SECSET FROM'DTHERS 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 LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8- X 16 GA. STAPLES OR 1- ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTlLA11ON PER EVERY 1500 SQUARE FEET. ❑C� JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE sPECFTCA71aIs AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS AM PRO Dm TO THE rrE�T FOR SPECIFIC R d'M AND MUST BE IOT CONFI CONFIDENTIAL Arm SEOU FROM OTrIERS. DRAWN BY: O.A. DATE: 06-06-94 REV. LETER : /� /( S, (09-30-08) DRAWING TITLE: EXTERIOR SIDING APPLICATION DRAWING NUMBER: SU-05-0030 32 am MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 RLV. LEIILM: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP I ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE ANB wxw FIIOM OTHERS DRAWING NUMBER: SU-05-0031 PHONE (727) 726-1138 KEPT CONFIDENTK 33 APPROVED BY InNIII13 (NC. m __ _It1l�i f�LL�Ti01� Cu,ov�4y,�:y�.�t�i�l O IrH ?X Sf Q - l�ti rq . ..�_ Qom° MIS• viIJ�1,-�-1 - vl�hR- SIC�II�[R WITH . t-1�� xylcl�crh�l x I ki! -� `cam Sd—oS—Go 2 s000E OF � .. T��€ -7lWg4 yl a.8: wrfr R•v. 1�3'G' VtNri� 5ti�� MSraalkt�orl LJ . k-.%Lk=k IF A*oe, . I(A APPROVED BY 0 000r NJUL IS 1�1 (NC cm -iG t q )Cyllg rV-ZIL *VrL05, 371/6" a..C. OR .. I E 2F . xNlv&Ka-W x IYi :-4� ICo'bG �Nia`�N� CMh1•) YA tom:` dsa �•• V - 1` 7i7t.�F 2 6J4D .3 D--*° 7A4/q4 t;,Wk FY= Aila jY{'=�"VlN1� �i►fl�WijINSt?�L.J4�� vim. ►•� �(}A-L!•• _I^i4 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT IRS 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" ll::1 JACOBSEN HOMES ❑P.O. BOX 366,❑SAFEHARBOR, FLORIDA A84695❑SAFETY NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRETFROMOTHERS. 36 DETAIL "B" S.A. 1 5-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAW9NG NUMBER: SU-05-0034 REV. LETTER: m MOBILE HOME SET—UP -n o� owNs THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE:IS HORIZONTAL AND UPLIFT. YOUR HOME IF YOU WILL YOUR HOME DESIGNEDFOR ORFROME ZONE (ZONE BOTH TYPES OF•ENO FORCES OUR RECOMMENDATIONS YOU IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTINGAN CAPABLE TM3.150 POUNDS STING ANDIN � 50 PERCENT OVERLOAD EQUAL TO OR G(4.725 POUNDS AND SHALL B TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT- IPMENT EXPOSED OEOWUEIATHE WEATHERING SHALL HAVE ANRESISTTANCE TO�WEATHER DETERIORATION, EXPOSEDOF AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEELD INNOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. AN 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 8Y A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. ANOR CHORING N�T—EL THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE "SLICE"MOHOME TOB SOIL ED WITH THE FRAME ME. THIS IS NOT DOWNWIND AND TEND TO SLIDE E DISPLACED DSL DE OFF SINCE I PERM PERMITS THE MOBILE OTHER ORS USING RODS THE PIERS. TO ION IZZEE DEFLECTIONLE S. AUGER-THEY EE AND N LINE WITH HTHE DIRECTION OF PULL. SHOULD BAT AN THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR At CHORCMUST 3EMENT OF o US �D THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, T FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ON00or 3UL 1 3 (NC. CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OFHEHOME MAY` HOME . I PULLED N IS NOT APPLIED TO TIE —DOWNS AL7[ERNATELY ON OPPOSITE SIDES, T OFF THE SUPPORTS. � (j fir.%•�s co � � 6-6-94 SU-07-0001 37 1z TIE -DOWN STRAPS L 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 DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑E❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 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 /Y� TO BELOW GROUND LEVEL OR SEE � 2" MINIMUM - 200 AMP n; 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 I GROUND 150 2 NO. 1 NO. 1 4 N0. 6 200 2 NO. 2 0 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE: DRANK BY: DAME [000 JACOBSEN HOMES THEM SPECIFICATONS AND DRAWINGS ARE B.C.K. 03-30-12 ORIGINAL, PROPRIETARY, AND CONROEN71AL DRANING TIMLE ® � MATERIALS OF JAC0BS N MANUFACTURING I P.O. BOX 368 SET- INC. ST1cN MATERIALS ARE PROVIDED TO TFff r—I�❑❑ T BE SAFEPHO ETY R(813) 726 1138BOR, t4695 WG CO RMIALFlM SR� �►O� DRAWING NUMBER: SU-09-0001 3LJ�� 39 REV. LEM: ELECTRICAL CROSS -OVER & TESTING PROCEDURES !� MARRIAGE LINE NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. DRAM JACOBSEN HOMES TxEE IM � DRAWDItS ARE BY. D.M.T. 05-25-06 REVLETM- CROW. PROPRETARY, AND CORIMfnk DRAWING TITLE %� P.O. BOX 368 YATIMIAIS OF JACOBSIN MANUFAC11MIc ELECTRICAL CROSS —OVER {`l SAFETY HARBOR, FLORIDA 34695 W' SUCH MUMS ARE PROVM TO TIE PHONE (813) 726-7138 KEff COfFDEMAL AM � R ORATING NUtABER SU-09-0010 (09-29-08 ) 40 MOBILE HOME SET-UP/ELECTRICAL 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 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. ❑❑❑❑J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE " "" S.A. I ...... 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TYPICAL ELECTRICAL GROUND ❑ „❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-09-0020 ❑❑❑❑ PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. 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 JAC09SEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 725-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0030 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. El0DE] JACOBSEN HOMES xoTTc� TNESE SPECIFlGnaNs AND DRANINfS ARE ORIGINAL PROPRIETARY. AND CONMENnAL 0000 YATEMAIS OF JACOBSEN YANUFACUM P.O. BOX 368 NC. SLO MATMAIS ARE PROV O TO of ❑❑❑ SAFE R95 nK s � PHONE 726-1138 CWKNnNORmMM 43 BY: DATE REY. LETTER: D.M.T. 3-22-95 A 3 IITIE do A' PLUMB. CON. GAS TEST NUMBER: SU-11-0001 (09-29-08) PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. DODO JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE REV.LEffER: TIESE sPEaFRDAna+s AND DRAMRIGS ARE D.M.T. 09-29-08 NAL PROPRIETARY, MID CONRDIDITAL ❑■❑ ORHiP.O. BOX 368 MATERIALS OF JAC09SFN MANUFACTURING DRAWING 111LE we SUCH MATFRIARS ARE PROVDED TO M PLUMBING TEST LJLJLJ SAFETY HARBOR, FLORIDA 34695 RElsort FCR S''M RMB AND MUSr BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT COf6IDEMK AND SECRET FROM 0lH9 . SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS �3 FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. (e _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION /USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP = 1 1/2" DRY VENT O = 2" DROP O = 2° WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: ❑MATERIALS roll] P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE'SAFETY SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 ❑❑❑ HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 45 ' MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTEDr2' (1) FIXTURE DRAIN W.C. DROP i3"_i i 2" O ALT. VENTED W.C. 3" / TYPICAL Q / 2" DROP INDI ATES 3' / 3 OF HOMETTOM i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT, WET VENT UNVENT i CONNECTION) O �- INSTALL FULL SIZE W.C. DROP � 1 1/2" 2" CLEAN -OUT IF SLOPE i 3" IS BETWEEN 1/8" & O 3"� O 2 1/4" PER FOOT i USE O IF CLEAN- 3" OUT IS NOT NEEDED O TYPICAL 3" OB 1 1/2" DROP Q / i 3" i i 3" / 1 1 /2" 1 1 /2" 0 O MINIMUM SLOPE 3 1� �} 1/8" PER FT. FITTING SCHEDULE WITH CLEAN -OUT I 1/4" PER FT. QA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" EO HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3DROP FRO WATER i / WATER HEATER � 11 / SECTION I i i i ,,,,-3/4" THREADED INLET 3/4" DROP " ELL 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-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN -ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 H-ItEl ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THEDRAIN SET-UPSAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT -CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 1-ODD5 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑M❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LE TIER: / \ 1` DRAWING TITLE: WATER CROSS -OVER ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE // DRAWING NUMBER: SU-11-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (B13) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 47 MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER "Y —� FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND RETURN DUCTS. COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. JACOBSEN HOMES NOTICE: THESE SPECIFlCAIIONS AND DRANINGS ARE DRAWN BY: 0•A. DATE 06-06-94 REV. LETTER: LODE-1101 ❑ORIGINAL, BOX 368 PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING`/ 1`P.O. DRAWING TITLE:n❑MATERIALS DOUBLE WIDE A.C. CONNECTIONSSAFETY INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-13-0001 � HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECFIC PRPM AND MUST BE KEPT CONFIDDOAL AND SECRET FROM OTHERS. (09-30-08) 48 7 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET (� ii OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE- AROUND OUTSIDE , AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A)" FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO Bandci FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A'SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE o 1 1/2 INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE CONNECTING EACH. LIMITATIONS FOR D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) 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). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. »s 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: NtV. LLI ItI ❑ ❑❑❑ 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 DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 3-001 O 49 A: ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6.. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED, ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. JSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAININGS DRAWN BY: R.R. I DATE: 01-21- OD REV. LETTER: EITEINFO-1❑ BOX 368MATERIALS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURINGHINC. DRAWING TITLE:`❑P.O. ELECT. CLOTHES SUCH MATERIALS ARE PROVIDED TO THE DRYER VENTING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER:❑ SU-15-0001 Y;x u SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT — SET—UP OF THIS HOME REQUIRES THAT AN ON —SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN" PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0* O.C. MAX.` �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') J EN FACTORY LED BETWEEN 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. WEIE11111 JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: IKE SPUMAMONS PM BwVMGS AM MATENI. OF dATAPY. AM nu YA1tSm AI JA ARE MAHUFACM IK NC. SUdi YAIFRIALS ARE PIt01iB)ED 701FE MOW FOR 9Ef>F1C FORD= AID "T BE an c wEMK no zcw R= mPmS DRAMA! BY: M.T. DAIS 03-08-07 Irv. LUILM B DRAMING TITLE W/H PAN DRAIN DRAWNG 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 ❑❑❑❑ ❑❑■❑ ❑„❑ J AC 0 B S E N H 0 ME S P.O. BOX 368 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWN BY: S. A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-T13B REpPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0002 52 BOTTOM BOARD P-TRAP ACCESS PANELS r APPROX. 1" I I I /HHOLE I I1 I PATCH TO BE SAME I I MATERIAL AS BOTTOM I I BOARD BEING REPAIRED. L - - _ - - J HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH 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. 0 NOTES: 1. P-TRAP ACCESS PANELS WALL 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: THESE SPECIFICATIONS AND DRAVANGS DRAWN BY: D.M.T. I DATE 10-31-01 REV. LETTER: P.O. BOX 368 ARE ORIGNAL, PROPRIETARY, AND CONFIDGM MATERIALS OF JACOBSEN MANUFACTURLNG DRAWING TITLE: BOTTOM BOARD P-TRAP ' J jLJS INC. SUCH MATEMALS ARE PROVIDED TO THE ACCESS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECFENT MR %E= RWOg3 AND W-ST BE WT CMDENTIAL AND SEOU FROM OTHERS DRAWING NUMBER: SU-15-0010 (10-08-08) . 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD ' I` DUCT RISER(S) (SUPPLY DUCTS) COKCTION BETWEEN CROSS -OVER SUPPLY I/ DUCTS SHALL BE MADE PER OTHER DETAILS. 00 1 PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDIER, ETC...) 1 SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW JACOBSEN HOMES ❑„CI P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPEOnCAVONS AND DRAWNGS ARE MCWAL. PROPRIETARY, AND CONnMTX MATERIALS OF JACOBSEN MANUFACTURING WG SUCH MATERIALS ARE FRONDED TO THE REMLT FOR SFECEIC P ffMS AND W9 BE IVT CON WTK W SECRET FROM 011fRS 55 Y: DATE REV. LETTER: C.L.Y. 3-21-95 T� HANDLER CROSS -OVER NUMBER' SU-AC-0100 1 NOTES 56 NONE