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HomeMy WebLinkAboutSet-Up Manualf PV r;Fi.Jt:L SAP � � 2021 6t, counhl permii�fl9 SET-UP MANUAL JACOBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME NET -UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SETUP 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'. (REFER TO SU-01-0001.4 FOR MORE SPECIFICS). 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. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SETUP 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 SETUP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED ARCHITECT OR A REGISTERED PROFESSIONAL ENGINEER, JACOBSEN HOMES, AND IT'S THIRD PARTY APPROVAL AGENCY(IES). (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) i/s' is MA N ACCEPTAE WOMBLE DAPIA APPROVAL TYPICAL CARPQRM LM HARM Q.. MpT2. 9 2 017im SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA C 4 t•~i tom. Hquw'CoamcrtY�.. CHECK FLORIDA STATUTE 15C FOR ANY LIMITATIONS THAT MAY AFFECT THESE INSTRUCTIONS. .stioa NOTICE: DRANK BY: O.A. DATE 11-21-06 RD. LETTER: JACOBSEN HOMES THESE SPEaRCATIGNS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONRDEMIAL DRAWNG TITLE: ❑❑■❑ MATERIALS OF JAc OBSEN MANUFACTURING MANUFACTURED HOME SET-UP ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 RTC. SUCH MAIMALs ARE PROVIDED M THE Rcww FOS SKCM PURPM AND MUSF BE 03-07-17 ( ) DRAWING NUMBER: -DDOI QQQQ PHONE (727) 726-1138 ITCO T MDENTIAL AND SECAET FROM OTHERS FROM MIDI flm PAES`rwElu m (gE w Cm VAIN SOLD Cmm an (a r mm If X iF X 16' MID MASONRY H OgIS� VIDI 09 OBIS VBt71CAl SEE TITHE I FOR M R01Fit sm RID SPACING 991CJ1110>as (PAGE 11) (SEE 51)-M FOR 16 X 16 PEW PER PAD SPAM) SEE NOTE P— MOVE AIL WAIiC MAT K-" AND PLACE PAD ON SGHP SOiL BELOW iROSi LOE Plat LOCAL CME IiBXIi616TLiS IIE-DOIW SLRAPS ATAIa\ TO NOR,E BEA COLM ON EACH SECDON TD BE CONNECiFD 10 A DOUBLE IIEW ANCHOR SEE NOTE Dq!$!E LfFJ4OED DETAILS "A' AND "B" DETAIL 'A' NOD: #3 SEE NDTE 12_/ DETAIL 'B' ( WEEM vme 12 wm AUDWAHE SOL BEAR e b SEE NOTE Jt (O a mN VARIES vm wx AtL OWW SOD. KAita1G) RP PmM MAiM UW R PER CAPPED 10 SOLI CON Rm On WL f Ti m $ X li' X lr MS MASONRY H.00XS VM OPQI MIS VERDCAL (SE N01E jl FOR MAX. PIER NiMiLiS AND DETAIL ABOVE) SEE TAINE FOR PER FWlElt S M AND SPAM SPECff1C IM (PAGE 10) -RE7161iE ALL ORGAiOC MATERIAL. W PLACE PAD ON STABLE SOiL MAii FROS L E PFR LOCAL COS iZFAllflEiM 611881 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) ! MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS I. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1 /2' OF PLUMB PER 3285 STANDARDS. I. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) i. MINIMUM PIER PAD THICKNESS: A. 4" MIN. FOR PRECAST UNITS UP TO 16' X 16" B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT -NOT LESS THAN 6") 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8 PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24" OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING. ELECTRICAL. ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PiER CAP. SHIMS MUST BE MIN. 4' LONG BY 6" WIDE AND NO MORE THAN 1' IN THICKNESS. oao-,moo ,"`GEES. �; le to �' F o`' °.• APPROVED BY :° No 484 ... ._ o � T.Revised ON � Dec 17,2008 ' INC. ®° ' o FEDERAL MANUFACTURED HOME ®� 0 TAT E ° O F o ��� CONSTRUCTION AND SAFETY STANDARDS ®®° o 0 i Epp ,`��o ASS •°...°• �C� �� JACOBSEN HOMES A , •;^ • � >► �►+�� AM DUNBr: O.A. DATE 09-07-93 REV. LETiiit RAW= TITS: °B° "A° us Cr F>�A DETAILS & P.O. BOX 36B SAFETY HARBOR. PLORIDA 3a95 sla wits Aw 101IE FF3MIIi Foil sFa1C RFst>gs A MIST I>E omm 12-15-08 ( ) IMtAWNG, MAM SU-01-0001.1 PHONE (727) 725-1138 w sca<1 FmI c • 0 Jacobsen Homes Load at Frame (each 1-Beam locatlon), Perimeter (91dewall area), and Mating Line far Homes Requiring Perimeter Supports pn Pounds) - ALL WINOZONES, ALL EXPOSURES, ANO ALL FLOOR SYSTEMS 410IST SIZE51 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 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 33ZO Perimeter 2404 2844 ' 3294 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing Is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, If a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement RA Y� son Federal MandacuarcdHone CT7 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 40 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 511-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. PEIOSOS134 STATE OF :'FLU 90�� •..!HDIANP 3� g� 15/6/2014 1 3 SU-01-0001.2 t c 100 hf.5,o b =a. ' iiOf•1P ' 'f: l'CL'(31) Jacobsen Homes Footing Capacities B in. x 16 in. (single stack) pier 16 In. x 16 in. (double stack) pier Soil Minimum Minimum Bearl Footing footing Unreinforced Unreinforced Ig Capacitity Size (in.) Area (lots) Maximum Footing cast -in -place Maximum Footing cast -in -place (w Capacity(lbs.) minimum Capacity(Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,fi00 6 20 x 20 400 2,600 6 2,600 6 w t1 24 x 24 576 3,700 6 3,700 6 O D 30 x30 900 5,600 8 5,800 6 O � 36 x 36 1,296 7,900 10 8,100 E 42.42 1,764 10,700 not• 4 10 10,700 10 48.48 2,304 13,100 xes• 4 12 13,600 10 16.16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 r- a 24 x 24 576 5,600 8 5,700 6 O O 10.30 900 8,500 x•v 4 10 8,900 8 N � 36 is 36 1,296 12,400 nov • 10 12,600 E 42 x 42 1,764 16,500 nos• • 12 16,800 =v • 30 49.49 2,304 21,200 nose 4 14 21,600 v 12 16 x 16 Z56 3.400 6 3,400 6 LA201t 20 400 5,300 6 5,300 6 1 O 24 x24 576 71600 8 7,700 6 D O 30 st 30 900 11,700 owe 4 10 12,900 8 lV 36 x 36 1;296 16,700 Rin, 4 Is 16,900 n•v 4 10 42x42 1,764 21,700 xxt•4 is 22,700 Nixie4 12 16 x 16 256 4,300 6 4,300 6 us y a 20 x 20 400 6,700 6 6,700 6 D O 24 x 24 -576 9,600 n.v 4 8 9,700 6 N N 30 x 30 900 14,800 x•s• t 10 I5,000 8 36 x 36 1,296 20,700 . •s4 4 12 21,400 xov • 10 16 x 16 256 5,200 6 5,200 6 N rL ZO x 20 400 8,100 8 8,100 6 0 24 x 24 576 11,5()0 x•t• 4 10 11,700 6 O "t1 30.30 900 17,800 . • 12 18,100 xev • E 36 x 36 1,296 25,400 x•t• 4 14 25,900 w.1, • 10 y. N 16x 16 256 7,000 6 7,000 6 , n' •'•q 20x20 400 10,8110 .a.4 8 10,900 6 • ' O O 24 x 24 576 15,500 w• 10 15,600 8 30 x 30 900 23,300 = • 12 24,200 xov • 10 1. The footing sixes shown are for square pads and are based an the area (in ), shear and bending required for the loads shown. Other :onfigurations, 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 looting is not less than the thickness of the footing. 2. The 61n. 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 ,Pad 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 16,000lbs for 16 in. x 16 in. double 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 pier shown in Footnote 4. 6 On the frame (1-beam) a single stack block pier shall net exceed 36' high (see footnote 4 for ma,unuhl call-ty) and a double stack block Pier with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the -hating line a single slack block pier shall not exceed 54" in height (see footnote 4 for maxims:m capacity) Any piers that exceed the •iieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -playa) or precast concrete footings are appropriate for all soil types. A85 plastic footings (pads) shall only be used in accordance with the pad manufacturer's mstruct:ons and must be cercfied for use in the sod classification at the site, listed and tabled for the required load capacity. rl 0 1 4 SU-01-0001.3 F -to 32 .2413-Gradingand drWnagr- Cmwn and greAc at* to mope, way frvrn the haama 4Dft. Li 1 in. per it Dome sites tutt>rst be m!cd so thaLt Umm will be tic depmsions in whiab unfmr, vmiticr my amumnlaiebea>Ieat1T t1w home. The aTca of tha Eatc oovz=d by the manuffammdhomr. must be mod„ sloped:, or dusignccl, to proAdc drain p rmn bormob the mime or to the prope ty 11iW. 1 • Do not Zmdo sift or sot the a so tW WO -or 11ects,15MAIR& the Mme. U. Nk' Sh Natural drainage must be da*crW, round andaway from the home. DAPIA APPROVAL• LU MAR=9 2617 cc Q n. c NOTICI ` ❑❑❑ DRAWN BY E. REV. LETTER: ❑JACOBSEN HOMES 1HESE SPECIFICATIONS AND DRAWINGS ARE C. YOUNG 03-07-2017 ORIGINAL, PROPRIETARY, AND CDNFIDEN7IAL DRAWING TITLE M;a MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE MANUFACTURED HOME SET-UP SAFETY HARBOR, FLORIDA 34695 REOPM FOR SPEORC PURPOSES AND MUSF BE DRAWING NUMBER: ❑❑❑� PHONE (727) 726-1138 KEPT CDNFDIENM AND SECRET FROM OTHERS. SU-01-0001.4 - Wa A Fi um A. to §3=f 86 TypkdFw0ng4iPa .Wk, §3285.304 Pter.configuretion. (a) Concrete blocks. Installation Instructions for concrete, lx In and block plars must be developed In accordance with the following provisions and must be consistent with Figures A and B to §3285.306. (1) Load -bearing (not decorative) concrete blocks must have Shinn, Whrn ragrdrod, cur to be loci In palm, i0h!ihCd is 0111101/0 nominal dimensions of at least 8 inches x g inches x 16 Inches d lutisma rnd.tic fits d'iiri++cn:tighl Gawrccnmein-brom f riew (2) The concrete blocks moat be stacked with their hollow shl- ar.� hctuw. cells aligned vertically, and 1140wvO phm sLhmatatltor ERW thvtsrl0(s not (3) When piers are oonsbuded of blocks stacked Q�.my side -by -side, each layer must be at right angles to the pi 9t B"x je. Slijil R 8"xN"z1fi"hudwcod cis or preceding one, as shown In Fgure B to §3285.308. mittl is '4°'x8"x1G'ooii aepr ioc4wrrstiad. (b) Caps. (1) Structural loads must beevenly disbibuted MAile j ¢})!eyu across capped -hollow block piers, as shown In Figures A and Ndae-stealikrsenlistirg1? m+lkpnn>Qainarmarm 10 mil coating'oTauefclril paint of an @qulinient B to §3285.3D8. (2) Caps must be solid concrete or masonry at least 4 inches com�sionxssBiant In nominal thickness, or hardboard lumber at least2Inches nominal In thickness; or be conosion•protected minimum one-half Inch thick steel; or be of other listed materials. 5 k6 . Singh gWir orelasbdcnnetete books WV'i 164 (3) AN caps must be of the same length and width as the mlxigbi eanfosmigg m At3ItlitG90.fmsmficd a11h Ili"dimem9uoa to the Geis waRifiamrn t)pca 4115 tea piers on which they rest (4) When split caps are used on double -stacked blocks, the plsk�d +crtiiajlr oD : &mwis cake rvqdicd caps must be installed with the long dimension across the trmfe gpatCred im tAe rainurtren (ntia(latiom joint in the blocks below. Ifimudrims car fequimd by a'"mOSOPW prki"ioliAl (c) Gaps. Any gaps that occur during Installation between the icllUtsrcd artchlters bottom of the main chassis beam and foundation support system must be filled by: In figgclinsdca tba T}pisel dcoimg. 5clid doncrvr nrthsrprvduct (1) Nominal.4 Inch x 6 Inch x 1 Inch shims to level the home roust VkwnkL dvw 16C frcet -0pprored fvrthe Furposa , >ieckisrt± c placed vn firm and fill any gaps between the base of the main chassis beam linaorbaorlewwiecprotxtsd umdialicriledgoiiorraacsntrofisdFrll,Sosoigraaapad and the top of the pier cap; (2) Shims must be used In pairs, as shown In Figures A and t}e®i3ra ctficu of (FM LCOV w}wo;1"W. hat o-$h B to §3285.306. and must be driven in tightly so that they do not occupy more than one inch of vertical height and (3) Hardwood plates no thicker than 2 inches nominal In thickness or 2 inch or Inch nominal concrete block must be used to fill in any remaining vertical gaps. Irigure Z. to 34S-�00) TWcat fteling and P1ar inilhillatIM) Double Ce UVW Bieck. (d) Manufactured pier heights. Manufactured pier heights Q a must be �, more than 21 Inches when finalcted so that the ly positioned. ustable risers do not extend JIMY 13 2017 ;75'§3285.305 Ic Clearance under homes. CD son coke A minimum clearance of 12Inches must be maintained m mg ncesree sus Edon idols RIM Gee ' ' between the lowest member of the main frame (I-beam or channel beam) and the grade under all areas of the home. Shma,wbearoquh�.nreio mold FoLF rarttl5rd bhgppmieg dirrdlons6nd enustllOtfurdd §3285.306 Design procedures for concrete block piers. "Ailriv=14em bawam Olin I mm Nrsma cad (a) Frame plers less than 36 Inches high. (1) Frame plats dilons a MF tddw. less than 36 Inches high are permitted to be constructed of single, open, or dosed -cell concrete blocks, 8Inches ' 8 Iludbord ply, slim. or inches ' 16 Inches, when the design caps* of the block Is i " "cahu ikted mattrids nor not exceeded. cxacedigg Y' irtd leNnere, (2) The frame plem must be Installed so that the long sides are at right angles to the supported I-beam, as shown in s' oo b oosko a brudpmml ober Figure A to this section. 1 dmnnitwls, minbo m 4W'KWrok. NOW (3) The concrete blocks must be stacked with their hollow Vih n splkeagrsane used wdt1wjomtruns cells aligned vertically and must be positioned at right angles peepaii:Ikdar m tho male I.besms, ddua dndl to the footings. I blwks whm rCtidlO[I, N=be IWWLed over (4) Horizontal offsets from the lop to the bottom of the pier 36Im to eedr e9 toduat Tipp et t5 ttid deem x must not exceed one-halfknch. la157 In. In (5) Mortar is not required, unless specified In the installation Double cracked cannot blodz, solid w instructions or required by a registered professional engineer n:rB� mcQmansm ASYm"b t`steb or registered architect ta)m Lv saurtocked wbb Fa}mbe0nv as (b) Frame piers 36 Inches to 67 Inches high and comer plers. y Ah, M&W B 6H *4 15JHt (1) All frame piers between 36 inches and 67 inches high and %edlfrld b pee"MXWfS 05its all comer piers over three blocks high must be constructed imusuinnitpwx4ionskxrewimd by a out of double, interlocked concrete blocks, as shown in PMf 1*Vd rs>Bioeera rngiricmd Figure B to this section, when the design capacity of the arhged block Is not exceeded. Mortar Is not required for concrete block piers, unless otherwise specified In the installalon lnfnx dimaoee d e [toll kv kowEauad TWwJ looti� 9613au^-e orodw Noduci instructions or required by a professional engineer or 6elav; ft (susilinc. or k erGerwiss protdisd fisicd mite Foatime hplaced z i Jim, registered architect. fro>nkbceHec�af�astlissvtmpra�leedQWhinfW.9014f`4M4MMlltdG11.bAllbtp W (2) Horizontal offsets from the top to the bottom of the pier he44L &A erigale'taarr. ,itilLsI III11I must not exceed one Inch. Dygital eel Gd �����a�j►` ,"C�•'r�;4, 04� (musaeeia sleneabyereglhessieredprof lers ion�eler ee or high 110 �� `G•. �,,ia E N Se y�O�j' registered arohitect, m accordance with akxapteble �. �+� engineering practice. Mortar is not required for concrete e4C = : NO $$002 . block piers, unless otherwise specified in the manufachmer el G .•. Installation instructions or by the design. '10r& 2• • � <•� _�0 0 C = US 2017.07. W , 3:46:56 - 100. IP�i�S'IpNA1-aaat NOTICE: DRAB BY: DAiS REV. LETTER: ®O JACOBSEN HOMES THESE SPECDICAnoNS AND DRAWNGS ARE C. YOUNG 06-07-2017 ORIGINAL, O F JACO ,AND MANUFACTURING DRAHING TI1tE — P.O. BOX 368 IIATESUCH of MATERIALS EN R(MDE TO THE PIERS FROM 3285.304-.306 WC. SUCH W1O7tIA1S ARE RtDVItIED TO 1ltE SAFETY HARBOR, FLORIDA 34695 REMW FOR' SLUM R11f805i:S AND MUST BE DRANiNG NUMBER: ®0� PHONE (727) 726-1138 KEPT COWDEM AND SECRET FROM OTHERS. SU-01-0001.6 — SU-01-0001.E a 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. N0T10 DRAWN BY: ❑❑❑❑ JACOBSEN HOMES THESE sPEaFICAnaRs AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING 11 ❑;;0 P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETYHONER(727) FORSPECIFIC FRPLIRPOSES ROOM p FERMS DRAWING N 726— 138�95 IOp�T mL 5 O.A. DATE 06-06-94 REV' LEM. MOBILE HOME SET—UP #2 A SU-01-0002 (09-30-08) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 I NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 4 2 1 5 5 3 >- SEE NOTE #2 �- SEE NOTE #4 -- t NOTE #1 i \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAN1NC5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LEVER: A ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSENMANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0003 0 6 SEE NOTE #7 SEE NOTE #6 2 1 (3) I 191 _NOTE SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #240CATE 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 ❑❑M❑ ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34595 ❑❑❑❑ 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 SPEaFlC PURPOSES AND MUST BE KEPT CONFIDWAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE_ 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD'L REWD PERIMETER BLOCKING - ALL FLOOR WIDTHS EMS MRA=M6 d W AOOTITON TO OTHER BRAOONG REOLIRIEO W THIS MANUAL - ALL FLOOR WIDTHS AND JOIN OEM TYP_ FURFn..EFS ON ROIEWALL OR MAROOASE WALL HOST BEAM NOTE EPERNETER BL000NG REQUIRED AT 48' QG MAX REFER TO W--01—OD08 Li ANY SIZE TUB AP WOR SNOWERi AT S EWALL OR MARRIAGE WALL =10 \ 0- UNDER EACH ■RE OF ALL EXTERIOR 00006 LOCATED ON SUIEWALL6 2 OR MORE 46 1/2' WIDOWS POURS REOIARED AT EACH END AM BETWEEM EAM UPMM6 61ii= RECESSED AREAS REWIRE PER$ SPACED 64' O.C. MAX (T8' OR LESS N DEPTH) Faa ENO OF RECESSED AREAS REffSSED AREAS rPM BAY REWIRE PIERS SPA® 64' O.C. MAX TNO AM AMUM TO ALL 01OWALL BAY WWOOW6 MIRES! MJPPORT® BY A FRAME NEWER 6MmEN TUB AT 6IOEWALL OR MARRIAGE WALL . 64' D.C. MAX CABMETII ALONG SMEWAU OR MARRRASE WAIL (APPLIES TO BATH CABINETS 80' OR GREATER N LENGTH) (SAME BLOCI4TIG MAY BE UST:D FOR MAILTIM 46 1/2' NNDOWS) j i 'DO 61PECI4L BLUOUNB NOTE FOR 115'-W [TB49 1N]DE 6bM FLOOR MECif ONIS ONLY] FUUM ULOOGMG IS REGALED (MTa 4M AHO ME)M 5) 96- ON CDITFJt MAX SPACING WM APPROVAL NM LJEa FLOOR SYSTEM FIRST (SIOEIM L TO 3 MAl1(IR-MAINACE NAW EEFX MTNING PE>nir£IER 11M NOTEi: � � v I •� � � � 1. FOR H AODII & FLDLWIO NOW A5 MDCAIM MW UZ TC z III! PER PADS WL JP G 2. LWAIE HMO UIEER POd M = OR ■M e T TIE DO OF WM UrAT® AT le QAIEA]I C M CC MAR 20 2014 0 E I mum Pus M M MOM 10 MY mm mum pm MAIN TEE. IL FQITEEB FIAQO]IG W NO ILE RM fMAR1M A STDEYUIIS) W K WIC. 5 IEOI d Fo&,W M2AthChffed m 5. FO5 USED FW PETSEIER 9 PPWr MUSE BE F'fSrk0 ERi THE LOIIC 1MO190I1 PR" 10 TIE POI]M RAL � rL VIBl POWER EN.Ot]ONG IS FWW, ANY MATH L]E 00 SPAN 000 TWW W. MUST HAVE WiOtMi11MAIE PUS s�Y Stendard� KM AT MAX V O.0 IDOVT IW WE F11i5, SFE SPF A WE • •. RFRR TO SU4={t l NO 14I-GOO5.2 FM U RM SYSIEYS JAQ0BSEN HOMES ]Ron S: TIESI SiCfRCA=m ANo mom ME UUMN. PROIPWMY. AM aDIOD6xW MAIUUU OF' I MAMIFACMWG DRAWN BY: Q A DAIS; '�-iZ-OO REV. LETTER: DRAW ME- ADDITIONAL BLOCKING P.o. sox 3W SAFETY HARBOR, FLORIDA 34695 nc stu>i MAMW M PRMU M LIE n DRAWING N 726-1138 Nmw OVmW aim $U-0I-0005 (03-T9714 ) s (APPLICABLE TO ALL I%PERIAL A40 *ORO COTTAGES $TH 18e FLOOR 00THS-SEE FL-0I-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 x 16 PIER PAD 17 x 25 PIER PAD MIN, I1000 PSF SOIL 1500 PSF SOIL 1DDO PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# So. EN No 454 = 1 STA E OF 6CI�w d ° e ° ieA,O ee O R1• .•'ram ,e ALL jDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY Nlray 07,2009 TiKc.. FEDERAL �lIOFA,CTHREO HOME CDNSTRRLiION AND 511FE1Y STANDARDS Norlde CNN IM. BAIU Kty, 6tIiGC JAdOB6'EN HOMES ��� ► 03-02-09 At, peel AIM t� pt {C nnF� P.01 Box 368 Ls s,. Aw yin ADD. PER. BLOCKING REOlARE1�ENTS saFEPH Ett` OR7' LZOr -m 95 ► ►oe � srA 1 R oa SU-01-0005.1 PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORD 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-01-00051 (SEE SU-01-0005.1 FOR 1B4' 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: 1. PRE —FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PER CAPACITES SHOWN ABOVE. 3. ALL OTHER RECUIREMEN15 ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. ffr,yw/ LLJ 'fl o MAR 19 2014 � O IL C a Federal Manufacnrcd m Homo Conshvcdon v And Safety Standards JACOBSEN HOMES NOTICE: IHM DRAWN B : DATE 11-18-2011 REV. LEM: P.O. BOX 368 SPEMWATDNS AND DRAWINGS ARE OR;;j PR—F acG Y, AND COlIFmuw YATFRIALS OF JAOOBSEN MANUFACtUR1iG .YOUNG DRAWING TITLE Pit SU01 MATIMMS ARE PROYM to PERIMETER BLOCKING IMP —DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 R'Cl W FOR SM FWM AND yM BE KUT CDlF09711AL AID MET Rtdl OHM DRAWING NUMBER: SU-01-0005.2 1 03-19-2014 10 0 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 kk� FOR SPECIFICS COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT k, THE MARRIAGE LINE) d 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. JACOBSEN HOMES HE P 0. BOX 36B SAFETY HARBOR, FLORIDA 34695 E (727) 726-113B NOTICK THESE SPEW"7106 AND DRAWINGS ARE MWAL PRUVIETARY. AND CONFIDEFIAL MAImLS OF JACOBsEm MANWEACTUM MIC. SUM MATIMU ARE PROIMM TO THE RECIPFHT FOR SPM PIMPM AM AW BE RpT DafIDENIN. AND SPAET mm OHM 11 APPROVAL- M.T. I DAZE 05-20-06 L B ACKING (PIER) LABELS SU-01-0006 Z& t0oo-to- -MM Pa IMM ON TALK rW IM osu-ort (rig) 3�bwd �1 urea on s�a�w �cd m s�9� erUiaoli •rroe:r�w u+s �o1e 1�aod 31n Cl BaWd In SVMVPI gars as 29C x©e t d W&AUDVJnWR *KWXP A SWMMV11 �+r�TAr V A�r� �7� �s �m ND►11Q07 71lLL 9aOeY ?AIGM*W ow Va3va0lft'riMroD 47�1XL®H N 'r{s�®� Y 1 90—BZ—t ` •a a my spavrA O V PmriLM24 Z3 C :)Mm Ali Avo ;EL7jjv* isft._ m=oxRfl I y.�m r•r•1- • ��'d 0 ' •'. SOINO ViS AL30S OW W010 LLSnao �' oo 31ON Oi111ET1i111M117Vtl3U31 ' 0 �:Y a~. 4 ai Z 9003'S N'HI M .._._.._. A8 a3n0addv I .. •:rye J '•+�rrasot Zt3 AIL N t].f111d9l u 11Y39135" Hrm ym 3zs 19 mim jkyw lwm 801lfl1Xl Nwu lY wn" aov 9 swILV v1 O =18 QiM38 OUO WJ SWM MW RS 'S (TYR = A) WA-1 OW JD XUNM MW 3AW03LVMIA Sr 0"38VU3M WMWOY 't ,. (lyn 7" .t9) ISDd H9r31Y MU =N0 0036 9 RND M e3L31M 4 �n.91 A ON3 J/t s M1111A eo Isar WHIM xI0l119NOM 3IY30 Z JUDVJM IM eSd coot ND sand M .91 x A 3SA) AM GLUM n a3e038 O =111 W"011 t (W130 MO 33S) SLSW wl wand dM NWCF3O du I Kv am 1, o xz ) Z/1 s MU lots Arlt �` Isar sm om Lod wand iD mm w tma xvr1.aaoov H3klOd 'du ZII s JD 39a3 Hi311138 DWISxi 3LON�� ISOd H380d�l' L Q1dmwMR.91x.91 (.91 x .1 x .9)133W du (SWIM MO 33S) sisw aoall ttm du dw Woo-nKOU MUM ,M.e1 x is 9 x-`� mt a3L311 M wand 3 W ISIOr e001� 117a0d `%Rx)01I 10811 'dki X. ri1v � zV Am 'IVTIIaf1mWo SLSar -am Km I NBU38 a3JaklA W-9txld9xIW Isar aooil Hm moon wend 'du ISt)d wa0d 'dJl1 32S Sara mu'NRAxA Ul. x .9 x .9) 83M W (SWIM DUD 33) 9 K aM { oam tM dW MOC173u W m o x�id 9 x I)�.� IN a 3 rBd wend 31M Isar aoo3l loaod 9N80011 WWd 'AL 71Yft . 1 S U(t S) IW VWlJ 1SOd HM 'dlt 1SOd 1i 180d 'dAL I A HLdM MW ION Atltl �•+' Jt- ISDJ irJtad A 398 W 13W ja 3)03MUM M MSQ 4191 TNl�Il3JYI�YF1 IV SHOYdS Wld IV" 70 •t9 tIY,�-I �OQY a3altfi aid mm sy (SLsu m lY Said 0) ILif3l3-t am mu aid WIt.'0'o .t9 O N& Said 3tlt<1t13a wBOd M=31 r TNA WAM a3t1191 WA—t mw TNIL SDROx3 aoor3uo�� _ . H380d 030338 'dkL Jib � tr ' Isod ItM mm A1133t1p a Vl3a 33S" .Y. NO 33 lSlp' aoo ll m st a39BRlU>D ' PM AM A W M 3O xrrl .t9 )"A (WONM S01 If t)311M W= to Moamar N Sl =wig StHt) ONIX301S xOxOa GZSS90311 71YNOURRIV 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 Q6111,F'r1 .�oF S .� �• John C. Doeden, PE : • 45484 15133 CR 22 Goshen, IN 46528 2 ; 4.; Phone: (574) 825-7680, p STATE OF cVI NA= 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST (THIS IS IN IIJEU OF 'FOURTH WALL CONST+A 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 PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 ALSO MEETS WINOZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L. N.D S 01 •��, DAPIA APPROVAL ON- STRUCTURE A APPROVED BY 1. HOST BEAN INSTALLATION IS FOR SITE s Cr r ,• jf 20' WIDE MAX M ZONE 2 OR 12%IM EXP. B SITES. �' ON A 16' WIDE MAX MIND ZONE 3 OR 14O►IPH EXP. 8 SITES ;'`; � ire Sri Jan 20,200 2. MIN. BRACKET LOAD .CAPAaTy FOR VERTICAL 11E--DOWNS IS = _ iN C. 24501 WIND ZONE 2. 29601 WIND ZONE 3 ' O1 FEDERAL AIANUFACTUiIED HOME OF Q 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. c p� �.� 1�4� (V CONSTRUCTION AND SAFETY STANDARDS 4. 48'. O.C. PERIMETER BLOCXNG REOLIRED ON HOST BEAM SIDE OF HOUSE s4; ,•`O••-•`r�a��` NOTICE r JACOBSEN HOMES mµ m:! iay" YImmu Dr ►t WAA:WM6 P.O. BOX 369 NC 9AN I#AWL415 APE PROYMM* M TIE SAFETY HARBOR. FLORIDA 34695 Rmmm = 9@IC rivm AN VAT EE PHONE (7271 728-1138 KK CWWDM NO KOO RM semi 14 D.M.T. 1 01-10-07 ATT. TO HOST BEAM R SU-01-000B e w BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL PIER SINGLE WIDE UNIT MAIN I —BEAM HEADER PIER BLOCKING PIER MAIN I —BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER MAIN I —BEAM HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM MATE LINE _ _ — AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN [—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 [—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 ❑� NOTICE JACOBSEN HOMES THESE sPEaFlCATIGHSAND ORANfIGs ARE ORMAL, PROPRIETARY, AND COIfMTK „❑ P.O. BOX 368 MATERIALS OF JACOkI_ MATERIALS MAINIFACTURwG SUCH MATS ARE PROYM TO THE SAFETY HARBOR, FLORIDA 34695 R MPlW FOR SPFCiIC WOM W MUST BE PHONE (727) 726-1138 I4PT 001101K M WERET 17101 OTHERS 15' HITCH HITCH D.M.T. - - 10-10-08, TEMP. BLOCKING It: SU-01-0009 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39" 62' 86" 110" 134" 157' 144' WIDE FLOOR 33" 53" 73" 93" 113' 133' 160" WIDE FLOOR 30" 48' 66" 85' 103" 121' 184' WIDE FLOOR 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 REQUIREMENTS 4. TYP 7" oR 8' Typ 30' MAX + (TYP) X X NOMINAL 16" X 16' SQUARE PRECAST ' T CONCRETE FOOTING d00 dco T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 x 7 x 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE -NOTES WINDZONE IA 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. p REF. CALCS. C. i v A- - U �- 6j( r mil, S c 2 ,,�gptlurrgJiq NOTES: EH`G�STE F�`•,���'' DAPIA APPROVAL `• I. REFER TO OTHER DETAILS FOR ADOITKXHAL PIER FODIER SIZES AND NO. RF0% APPROVED BY SPACINGS 910334 •� 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END - OF THE HOME AT EACH I -BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART tk IN [4 ABOVE FOR FULL LENGTH OF HOME A �. STATE Cf INC.1SEE '•. I V OTHER DETAILS FOR PIER REOUREMENTS AND MAXIMUM OPENINGS f P.: t1� • AT MATING UNE OF MULTIPLE WADE HOMES. FEDERAL MANUFACTUREDROMEpAp 4. SEE OTHER DETAILS FOR TIE -DOWN RECIURELENTS ���`S'S a/I colopirl Os JACOBSEN HOMES THESE wwvA=D • ORA „r +"�+ BY. M.T. DATE 2'$-99 , REV. LETTER ORIMAL PROPWTAW. AND OONRO R& DRAWING TITLE: P.O. BOX 368 IC � W� AM TOF 4408M " K 16" x 16" PIER SPACING 7OR-1.138 95 AND� UM KCUM SAFETY ONE DRAWING NUMBER.SU-01-0020 (2) APT COWMR�L M g� 17 9� " (oo-so-o!) tioo-to-ns ToMay,� �tb-�L UU) � m n? O! m ix"al nuYd �y 96M YaW'U 'bWWN d.139YS SN31d �V3e I�IV� 'lly �uu edaaaMBE x '0a 3f3li31A3a 66 9-Z i31na ;te 1�1raa B�P Yx�oxs �gu OR�IC�I-iassop�'�' 5011VONV1S.LL33VS ONV NO11X)J1SNOJ MON 03NN17VdnWN 1Vd3033 -.N�b N 800Z'LT 400 pastnag AS O3AOUddW '1'O 35d 01 "a 3Sd OZ S38nSOdX3 liY 1n (3WZ NA AYA =M 3LM04M arras VON QM r W Z ado WIiiu�u�op s3<yw mc�w f arp � 1S3a AM HMI No SMW 3H1 Sy H104 ft H1'*1 MYS 32 Bf1 SM 9 1OROM ao •3'd Y A8 ail = A 1SnA ,i9 NAY 5110r311 EW AY 'r VP m H<* WU SD3 MMY LH1K) 311 ! 4WOW& dp AM-1 H3Y31Y 0H 34 !D dr3 HM " X AOYcIS a31d ftV38-1 MIS T Wdy0 Od *0 IYM3 aD OMG a Gu ILUM s CM91 381Snh A3u Sara aid 9"n "T A.10Yd►J MW ipA ! IYM3 38800mumoommoiYUM381 A3H1 313t O Nnu 831u0 saYd ww .91 x .21 Dim a 04 "d d ,gt x .91 �n 434 *JYds aid IN ozoo-10-nS 335 1 (Ad O)qaY38 IM 40 O3SYa S3BOYdYD Ml OYd 833d )OW) swmw A ' fin j MA S3015.1408 No "mmo .9 Y s3ani3M sH104 IM 'RON '831Y38O S1 1831d (r3f# 33W3a33310 (0Y - 109Z M do 831d !0 1H!)L* 30n1ON1 SWOT 831d Sal [f69 'Sal 9199 'Sal owt, Sal t96Z 80013 3a* .vat 'Sal 1619 'Sal it09 Sal 9£8£ 'Sal t99Z aOO13 30* ,.091 Sal 9099 Sal oKt Sal 99t£ Sal gist 80073 30* ^ -0.0 qM -0.0 .96 -0.0 „ZL -0 -0 „Si, 'XVM HAM dooli (S3¢OYdYO OVOI il31d A8 (1311=400) ONIObdS 831d O-1 n v .M GM3ION.aid 3B1.10 AMICS 3H101 dD1 301SIZA VIOM 311 =IS 313MIM #M Jt x .$ x J A 03iJx31o!! 1ST ad NJ�• Aloe 3% Ol dDl 3% St" 1Y11pi4gH S1 WO RWNM #DTOf ,9t x .9 x .p (d V 0 310H 335) UNd►►3 W 000'4t Mid A3 8 )OV1S 318f00 lymim STM 4w H14 =IQ vm°9txAxA (it 34 W 83An1(MYEu 3!lf653itd x a6D� )m 'r op11®lAPAPOOBB 0 e 0 335-N'v1Y1,) A[�� MOV jY YOt9v 0�9 39 " 01 By dam', /�� • ,S IppQ//11 e� U1d M3018 )OV1S 310 ,IS via slm kro Hi� 'ev p ••e!� -S�oom'�A MA a3 w .91 x.0 x .F�®i„3®a OF 310h 336) 8*n GYM ii� men ow c x� (91 3z )► 1Ig13H Q •a: aoia?(r AY 16 �� ���-�-1 3�Yxi !+Y►1 (a3a" 1mm do ayl" dU (51 MA"313a*#DTW.9tx 9xA 21d INY39 MFVA H.Ld Z.LZd MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑ ❑❑❑ ❑❑■❑ ❑„� ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 _ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND 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 CONFIOENTUL AND. SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU-01-0022 16" X 16" PIER FOOTER SPACINGS* ( MIN. 256 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53". 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR•• 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-* 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS 1556 LBS 4444 LBS 5333 LEIS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR­ 54 1/2 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR•• 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 1 37" 58 1/2" 79.1/2" 101" SEE NOTE #4 SEE NOTE K4 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 O�_ ENGINEER APPROVAL: c- u;'4 DAPIA APPROVAL: SEE C/i lz `J, (- 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ytx(; 'i TY- 14' FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ta., APPROVED BY 2 LLED PER THE: PIER NINSTRUCTIONS S ARE TO BE THE PRE1AND AMEET MINIMUM �(� rrec ; MANUFACTURERS INSTALLATIO-FABRICATED THE PIER CAPACITIES SHOWN ABOVE. 3• ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSENr[4s�:•.r-..:...�..... ': 'IN E 01F. OUT 1 1 ON HOMES INSTALLATION INSTRUCTIONS. ��;�,'• �? ;' r1.11 INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10" OR i •'•,. FEDERAL MANUFACTURED HOAtE 12• I -BEAMS (24" MAX. FROM ENDS). cnNSTRLICTI AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-Ot REV. LETTER: DRAWING TITLE: PRE—FAB. 16" k 18 1/2- PIER PAD SPACING ORIGINAL, PROPRIETARY. AND COWDENTIAL MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 \I SAFETY HARBOR. FLORIDA 34695 INC. SUCH MAMMALS ARE PROVIDED TO THE RECAENT FOR SPECIZ PURPOSES AND MIST K FROM OTTERS. DRAWING NUMBER: 1 SU-01-0023 PHONE (813) 726-1138 KEPT CONEIMTIAL AND SECRET - 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 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 #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 43 1/2" 69" 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:4.••:....... TO THE CONCRETE EN APPR1 +ryF 4rl '�'cc, DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. . �Q" , G�STI: r (y OZ. r Y (¢ r ) o. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a 91 33 •: 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 7r A �•• �T� ( v (I CT 1_� HOMES INSTALLATION INSTRUCTIONS. 10' FOR UNITS WITH 10" OR .� •,_ 4+ 'sq;:! �� ' INC.. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / •� 12" I -BEAMS (24' MAX. FROM ENDS). EDERALMANUFACTURED HONIE r • ar. � 'DATE: JACOBSEN HOMES" NOTICE: - + +++i THESESPECIFICARONSAND DRAWNGSARE d BY: D.M.T. 09-22-Oi REV. LETTER: DRAWING DIE: 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 PROVIDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PIPIMS AND MIST BE KEPT CONNOENTML AND SECRET FROM OTHM 21 1 17 V16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" VIDE FLOOR- 70 1/2" 110 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE d4 SEE NOTE #4 144" WIDE FLOOR•• 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE 14 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 184" WIDE FLOOR- 1 47 1/2' 1 75" 1 102" 1 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 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 b4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 160" WIDE FLOOR- 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 65" 101" SEE NOTE p4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 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 �"< '�- r4 j .,� •� P . •'��TEi `1` �: •�G � �;� . DAPIA APPROVAL: FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. Z. �0. • 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 `- PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM •,.•m = PIER CAPACITIES SHOWN ABOVE. 'd •. STTE n Qy� 1 1 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS �• '7• °.�'• RCOERALNFIO 4. MAX. PIER SPACING 8• FOR UNITS WITH B' I -BEAMS / 10' FOR UNITS WITH 10' OR �y .. INC. s 12• I -BEAMS (24' MAX. FROM ENDS). HOME JACOBJACOBSEN HOMES SEN 11 NOTICE: THESE SPECIFICATIONS AND DFtAYfNCS ARE DRANK BY: U.M.T. TE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CCWMENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCHMATERIALS ARE PRONDED TO THE _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPO+T FOR SPECIM PURPOSES AND WSE BE KEPT CONHDENTMLANDSECRET "OTMM DRAWING NUMBER: SU-01-0025 22 - 23 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.INj 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 F100R•• 113 1/2` SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE yd SEE NOTE y4 160" WIDE FLOOR.. 89l�1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS, 14,083 LBS. 16,431 NOTE: UNIT WIDTHS MATH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. - FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN A OV'L•• r,;+- APPROVAL:F:AlSALL+P6�1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE�FOOTINGS rDA�PJA a SPECIFlED IN THE JACOBSEN HONES SET-UP MANUAL.�N(}- T Y- 1 g • 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE C�10$� _ APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM � ' • PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED W THE JACOBSEN � •o •, $YAT� � QC1HONES INSTALLATION INSTRUCTIONS.3. I P MAX. PIER SPACWC 8' FOR UNITS WITH 8' I-BEAUS10' FOR UNITS WITH 10' ORI(��C. 12' I -BEANS (24' MAX. FROM ENDS),I�JFf1F� � FI1 �:c• JACOBSEN HOMES NOTIC : THESE sPEaFlunas AND ntAwNcs ARE RAWN BY: U.M.T. D,CQrySTRUC ION ANDSAF 09-22-01 Y i�;�1a pRAW1NG TITLE: PRE—FAB. 26" PIER PAD SPACING P.O. BOX 368 ORIGINAL, PROPRIEtARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING „ SAFETY HARBOR, FLORIDA 34695 NG SUCH MATERIALS ARE PROVIDED TO THE accscNi FOR SPECIFIC PuaPosEs AND Iasi BE CONFIDENTIAL AND SELaET FROM OTHERS. DRAWING NUMBER: SU—Ol —0026 PHONE (813) 726-1138 KEPT 17" X 22" PIER FOOT_ER SPACINGS* (MIN. 374 SUN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *s* SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120- VADE FLOOR** 58' 89' 120"*a 120'**s 120"*ss 120"*** 144' WIDE FLOOR** 500 76- 103"$** 120"as 12U"*** 120"s** 160' WIDE FLOOR** 45' 69 1/2- 94" 118'*** 120'*** 120'*** 184' WIDE FLOOR** 40' 61' 83' low*** 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 UBS, 5794 LB& 6493 LBS. 7792 LBS. 9090 LEIS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON 807H SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PER PAD (CORNERS MAY E ROUNDED) TYPICAL PER FRAME I -BEAM ORIENTATION OF BLOCK PLACED .SYMETRICALLY ON PIER PAD ®®O4B®ARg C ®� BBB REF. CALC. PG. *4p C-SU-19.01 m oovd�.���E°Q�s NOTES: e i Q A � DAPIA APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIFED IN THE JACOBSEN HOMES SET-UP MANUAL " solo ° b APPROVED BY 2. THE PRE-fAMCATED PIER PADS ARE TD BE INSTALLED PER THE ® Sl'A'r? ;j _ m . MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM o Q °° a PIER CAPACITIES SHOWN AB011EIN ec04,2009 7PD,N�. ® \' ° ° '� 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPI CIF1ED IN THE JACOBSE?I .*®s �.p �e� ®p� s/O FEDERAL AIAfH1FACTUPHOME CONSTRUCTION AND SAFETY STANDATUIS MOM INSTALLATION INSTRUCTIONS 1 ��m �p 'DER 4. MAX PIER SPACING W FOR UNITS %M 8' HBEAMS / 10' FOR UNITS WITH 10' OR ®3gg 0,01, 12' I -BEAMS. (24" MAX FROM ENDS -USE 1/2 THE MAX. PIER SPACING IF THE PIER SPACING IS LESS THAN 48" 0.4 JACOBSEN HOMES )rOTlCTs THESE SPEMArOM AND DRAEIM ARE DRAWN BY: M.T. DATE: 11-23-09 REV. LETTER: DRAVIING TIRE: 17 X 22° PIER SPACING El P.O. BOX 368 UNMAL, MWKUMT, AHD UIRMMu MIA MATS OF JACOBSEN MNAIFACNR01c SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 WC SUCH UA70EU ARE PWADED TO TIE NF1ff W FUR 3 0F1C Kff= AND MOSF EE 10T Oa RDOM AND SWU WA ONFAS DRAWING NUMBER; SU-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS O1 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428IDS. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 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 in 2500 164 sq. in. 1207 sq. in. 1251 sq. in. 1295 sq. in. 1339 sq. in. 383 sq. in c1l MIN. PIER CAP. 2841 lbs. 3601 Ibs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS ®. w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS W SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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. w 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. co MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 1975lbs NOTES: Qt SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. QSEE NOTES: (2). 3Q , AND 0 UNDER TABLE I, PACE SU-01-0040. O3 FOR ALL UNIT MADTHS, USE 177 sq/in PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES MADE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 3q/n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO'D) Q FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS" ARE CLEARSPANS; PER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF CLFIRSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) O5 CHECK MATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. Q No. a ' 910334 s A'. STATE OF ?`cc z JACOBSEN HOMES NOTICE ' THESE SPECH1CA110H5 AHD ORAMRIGS ARC ORIGINAL. PROPRIETARY, AND CCf WRAL P.O. BOX 368 MATERIALS OF 44COBD MANUFAC7WINC SAFETY HARBOR, FLORIDA 34695 NG SUM MATMA S ARE FiLOWOED TO THE WMMT FOR SPO:FC NKtaoe;Es NO MUST K PHONE (727) 726-1138 101 CONIIOEHTLLL AN SEW FROM MUM B.E.M. MILE: PIER WINDZONE III (110 MPH) ALL E:XPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY IN INC. FEDERAL MAMUFACRIREA Hb1dE COMSTRUCT0 AMD SMETY STAW= MAR 0 1 1999 DATE REY. LFT1E1 2-6-99 )OTER SIZING CHART ERR. WALL OPENINGS SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Q g PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND` 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM Q 5Q PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500" 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM SQ PIER SPACING SOIL BEARING PSF CAPACITY Q © REQUIRED PIER FOOTER AREA, SQ. IN. 4Q S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941$) 2000 S00 2500 400 NOTES: O1 ON MULTIPLE SECTION HOUSES. CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 907. COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 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. cwA- -95-,al - 95-, 42 No. 910334 *' STATF,- OF : �c�A ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. )APIA APPROVAL APPROVED BY N'PINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 NOTICE:V "fllllq 1{fIQffi DATE REV. UTTER: JACOBSEN HOMES THESE SP OIXATMS AND WAMNGS ARE RA.T. 2-8-99 ORIMNAL. PROPRIETARY, AND COMEWNTIAL DRAWING TITLE:MATn INC P.O. BOX 368 W- SUCH AT AU ARE uOVW TO THWE PIER POUTER SPECS CHART //-l\ R1C. SUCTE YATETBNS ARE PROYTDED TO THE SAFETY HARBOR, FLORIDA 34695 RECRENT FOR SPECE1C PURPOSFS AM BMRT BE DRAWING NUNBEA PHONE (727) 726-1138 IEPT CONROOMA MO 7101 T FROM OMM SH-01-0040 0 26 d MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: DATE: REV. LETTER; ❑❑❑❑ J AC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 I-1❑.❑ i__I ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE- ❑®,O P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE OLUMN SUPPORT SPANS ❑❑❑❑ SAFETY HARBOR,FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE 727) 726-1138 • KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-O3-000I 1 27 SET UP NOTES (CLOSE UP) YOUR HOME la EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPSi. AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED 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 Noncr. 1m SECFlC IM AM DRAUN s ARE ORWNAL, PROI)WARY, AM CCFFIDE R& MAMNA`S OF AACOBSEN AC DRAWN BY: M•T• DATE 12-22-94 REV. LE1lFR A DRAWING TITLE SET UP NOTES P.O. BOX 368 [Ilrorw+ SUGI MAIIINNS ARE PROYM 10 1HE DRAIING NUMBER. SAFETY HARBOR, FLORIDA 34695 NNW FOR SPEM KWM AID W9 E o2-t2 ae PHONE (727) 726-1138 a" cmFEW& me mu FR011 Una& SU-05-0001 28 J �a ATTACHMENT TO HOST BEAM INSTALL FLASHING UNDER THE DRIP EDGE AND ALONG DROP METHOD THE TOP OF THE ATTACHMENT. SEAL UNDER THE FLASHING PREVENT DRIVING RAIN FROM PUSHING UNDER THE APPLIED FLASHING. SEAL THE TOP OF THE ATTACHMENT WITH CAULKING / INSTALL BUM TAPE BETWEEN THE ATTACHMENT AND THE HOME. FASTEN THE ATTACHMENT TO THE HOME THROUGH THE APPLIED BUTYL TAPE. STRUCTURE ATTACHMENT IS DESIGNED AND INSTALLED, ON -SITE, BY OTHERS AND MUST MEET LOCAL CODES (LAHJ INSPECTIONS REQ'D) INSTALL FLASHING UNDER THE DRIP EDGE AND ALONG FLUSH METHOD THE TOP OF THE ATTACHMENT. SEAL UNDER THE FLASHING PREVENT DRIVING RAIN FROM PUSHING UNDER THE APPLIED FLASHING. —x SEAL THE TOP OF THE ATTACHMENT WITH CAULKING INSTALL BUM TAPE BETWEEN THE ATTACHMENT AND THE HOME. FASTEN THE ATTACHMENT TO THE HOME THROUGH THE APPLIED BUTYL TAPE. REMOVE THE VERTICAL PORTION OF J I I THE DRIP EDGE STRUCTURE ATTACHMENT IS DESIGNED AND INSTALLED, ON -SITE, BY OTHERS AND MUST MEET LOCAL CODES (LAHJ INSPECTIONS REQ'D) DESIGN SPECIFICATIONS PER THE FLORIDA BUILDING CODE DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED S s been digitally signed and sealed by Michael G Tomko, (OR EQUAL OR LOWER WIND PRESSURE E. On 3/2/2021 EXPOSURE C E III rinted copies of this document are not considered signed and 20 PSF ROOF ND 5 01 sealed and the signature must be verified on any electronic copies 10 PSF D.L. NOT APPLICABLE FOR EXPOSURE D IVOTE5: 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT. 20' WIDE MAX. WIND ZONE 2 OR 12OMPH (FBC 2010 - 2020) 16' WIDE MAX. WIND ZONE 3 OR 14OMPH (FBC 2010 - 2020) 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL 1lE-DOWNS IS 2450# WAND ZONE 2, 29601 WIND ZONE 3 3. WALL FRAMING IS WZ-3 = 2 X 6 SPF #216' O.C. MIN. WZ-2 = 2 X 6 SPF J2 24' O.C. MIN. (EQUAL OR BETTER THAN 21 6 SPF #2, MAY BE SUBSTITUTED) 4. 48' O.C. PERIMETER BLOCKING REQUIRED ON HOST BEAM SIDE OF HOUSE ENGINF��RI�I, OAPIA APPROVAL: .1 >Gl. G Tp�-*--i� *� RVID IV No 63802 *•„ C MARE 02S2Eo21 : Or - O O �; d Federal Manufactured . $� 9 m 0� • , ` A Hod Wery Sfaadsrdszw � D ❑❑❑❑ JAC®HSEN HOMES NOTICE: -w##JJ THESE sPEcinca Ns AND mwNGS Aft IjJww. C. YOUNG RATE, 03-01-2021 REV. LE TER. ❑❑■❑ ❑,�❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 ORIGINAL, PROPRETARY, AND CC4FlDENTIAL MAIERNLS OF JACOBSEN MANUFACTURING MC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEC= PURPOSES AND MUST BE En CONFIDENRAL AND MOU FROM OTHERS O aNmr. TIRE. ATT. TO HOST BEAM - BiAWINE NUMBER. 5U-HB-0001.1 ;+ v. ATTACHMENT TO HOST BEAM WHEN "HOST BEAM" IS INSTALLED, ADD STRUCTURE ATTACHMENT IS DESIGNED AND INSTALLED, ON -SITE, ROOF VETILATION AS REQUIRED IN THE BY OTHERS AND MUST MEET LOCAL CODES (LAHJ INSPECTIONS REQ'D) LOWER HALF OF THE ROOF SECTION ATTACHMENT MAY BE FLUSH WITH HOUSE -------,- OR RECESSED BELOW DRIP EDGE AREA HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTRUCTION") PERIMETER BLOCKING ON -SITE 48" O.C. MAX. MAXIMUM SPACING ON BOTH TIE -DOWN STRAPS (ANCHORS) AND PERIMETER BLOCKING IS 48" O.C. HOWEVER, THE ANCHOR STRAPS AND THE PERIMETER PIERS SHALL NOT BE LOCATED AT THE SAME PLACE. WHEN BOTH FALL AT THE SAME LOCATION THE PIER WILL PREVENT THE ACHOR STRAP FROM BEING PROPERLY CONNECTED TO THE HOMES I -BEAM. WHEN THIS OCCURS REDUCE THE SPACING ON THE PIERS TO ALLOW PROPER ANCHORING OF THE HOME. 48" O.C. IS THE MAXIMUM PIER SPACING. [se:aledeand has been digitally signed and sealed by Michael G .E. On 3/1/2021 opies of this document are not considered signed and DESIGN SPECIFICATIONS PER THE FLORIDA BUILDING CODE the signature must be verified on any electronic DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) WNDZONE II EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES EXPOSURE IC (OR EQUAL OR LOWER WIND PRESSURES) 20 PSF ROOF 10 PSF D.L. NOT APPLICABLE FOR EXPOSURE D N D 5 O REF` 0ALCS' --6.172.01 AND C-RC-220.01 THROUGH 220.08 EN6 ,�PVaO DAPIA APPROVAU (VOTES: ���P..........4, IS FOR ON SITE STRUCTURE ATTACHMENT: �.�%GEN.•�' 1. HOST BEAM INSTALLATION `��� Q �� D 20' WIDE MAX. WIND ZONE 2 OR 120MPH (FBC 2010 - 2020) : No 63602 W REVISED�0 16' WIDE MAX. WIND ZONE 3 OR 14OMPH (FBC 2010 - 2020) *: *; i >. MAR 02 2021 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS S * O 2450# HIND ZONE $ 2960f WIND ZONE 3 :. S} t]. Fi M 3. WALL FRAMING IS WZ-3 = 2 X 6 SPF 1216' O.C. MIN. • • co' a was s.r°ry s*�aRa9 WZ-2 = 2 X 6 SPF J2 24' O.C. MIN. TTER THAN (EQUAL OR BE2 X 6 SPF #2, MAY BE SUBSTITUTED) �� ` �4 S••.•O..1.••�jC!�` 4. 48' O.C. PERIMETER BLOCKING REQUIRED ON HOST BEAM SIDE OF HOUSE iiS�ONA I110 ❑❑❑❑ JACOBSEN DOMES NOTICE: RRA" °1 UY. TNEsE sPEaFanoNs ANG DRAWINGS ARE E. YOUNG OAM REV. EETMI. 03-0111-2021 ❑❑■❑ORIGINAL PROPRETARY, AND CONFIDENTIAL aRAwNsTmxE MATERIALS OF JACOBSEN MANUFACTURING ATT. TO HOST BEAM - ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVDED TO THE SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC RIRPOZ AM MUST BE RRAwING luumBER, KEPT OCRdTDENTIAL AND SECRET FROM 07HOM 5U-HB-0001 REF. CALC. #1 MARCH 02, 2021 Michael G Tomko, P.E. T.R. Arnold & Associates, Inc 4703 Chester Drive Elkhart, IN 46516 Phone: 574-264-0745 Fax: 574-264-0740 Aug 19, 2020 Mr. Craig Young Jacobsen Homes RE: Jacobsen Homes HUD overbuild Dear Mr. Young, The structural design manual for Jacobsen Homes' HUD buildings considers a roof dead load of 10 psf for the headers and 10 psf for the trusses. Any design of overbuild by another professional engineer can be on the structure as long as the gravity and uplift loads are distributed equally across the structure the same loading as if there were no overbuild at all, the connections to our structure fasten into the top chord of the trusses and distribute the load equally across the structure the same loading as if there were no overbuild at all, the lateral forces from the overbuild are distributed equally and fastened to direct the load into the roof diaphragm, the total weight of the roof and the overbuild is equal to or less than 10 psf, and the height of the overbuild is not greater than the height of the roof. If you have any questions please do not hesitate to contact me. Sincerely, Michael G. Tomko, P.E. Michael G Tomko 63 No 83BD2 �:*� 2020.08. *� ..... 19 14 : 2 5 : nrunnp 00-05'00' EXTERIOR ROOFING CLOSE-UP .,ulv qur �WP 'Ills. .nap .yll/ ^tllm 'gIIR qla,. ilgl,. allp. RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION, INSTRUCTIONS.) � I �I I I I I I I I ape. I� nary Nlp. +Iqp, +IIIP 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. — 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.) ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UMVI" or S.A. 6- 6-94 nnv. � 11L c ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑\�❑ ' P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDFATIAL AND SECRET FROM DTHERS DRAWING NUMBER: SU-05-001 O 29 SHINGLE INSTALLATION nni�r c�irnTuir.in /-rvn \ t�/ ffw c ID FASTENING DETAIL SEE PAGE RC-19-0002 NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. •2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. ❑❑❑❑ J AC 0 B S E N HOME 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ❑❑.❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P.D. BOX 368, 901 4}h.ST. NOR?H 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 STAPLES 12" O.C. MAXIMUM. 5 SHINGLE ARE STENERS PER SHINGLE SHINGLE INSTALLATION THROUGHRANFUNDERRINGS LAYMENTICH TO 3/8' STRUCTURAL WHICH ISSCEMENTTED DOWN TO RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. O 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-00?¢ 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE \ SOFFIT MATERIAL I _� IFASCIA 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 STARTEfI STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ J A C O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. - 12-22-94 ❑❑EO ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTE RIOR FINISH CLOSE-UP _ ❑,S❑ P.O. BOX 368 INC. SUCH MATERIALS ARE MY11YED Tp THE BE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR S�ECFIC WOO AID ,MUST KEPT CONFIMIAL AM SECRET 9= OTHERS. DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING 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 INSTALLA1ION 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 INSTRUC11ONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. NOTICE: DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 P.O. 368 ORIGINAL. PROPRIETARY. AND OONFIDmTm MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION A BOX INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REopmIT FOR TECM PURPOSES AM MUST BE Ian CONHDErmAL AND SECIV FROM DINERS DRAWING NUMBER: SU-05—O030 09-30-08 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) • I - MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I i� MATING LINE OF UNITS II SITE INSTALLED INSK CORNER POST SITE. INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE REOPIENT FOR SPECIFIC PURPOSES AND MUST DE KEPT CONFIDENTIAL ANO SEOIeT FROM OTHERS DRAWN BY: S.A. DATE: 1 6-6-94 REV. LETTER: ' DRAWING TITLE: ERSID.APPL. FOR SLIP UNIT DRAWING NUMBER: 5U-05-0031 33 ,r APPROVED BY 0 oor fl'UL 13 fNC• IfJ4i L-L-A tOIJ Cuuv�4 v►�:vl.s,�l,,�l �4ARJ NT lirlG� Mi�1 AS- j� o 0 C= C= 0 . - �� {alja-j I I �► i I .- __ I-IloCst� x'1�1l�GIZGrh�1 X I kZ,.� �'E it n . ' �► ' - �Ari,.�. G�� _ - � - _ _"— IG' c,� infra S'N.'�- C1Y'P) Iu It Ii0 C•XYILtik I%2p `' !/�G(iOtt: � 11C " -. Z71.1E 2 1iNb .3 - �'A•C:e:i�c"fJ bd•t =' 7lWq+ t�k W W-A 7'Y3'G'VINn= 5►fltt,tt,� MSzat.l.kZ�Orl 11 1eAL 1c_r! 1 eo64ev1-. !ICA APPROVED BY 0 ogor NJUL 131% ;I ,,,r I on INC �xj�Rlo� ►^l.�- �-I�nTI�IrJ� ,I i IV G�XYic.'x2l�i' � vb� o� �zra•}�d._ph�IDvF-RjIC�— yi ���. �� IJc� � �5��►� aJ _ cue F �ru�) �>�-slc:xr- 1►rH- I-IloG?� . __ • = ca�zt.wGr�_x_7'��a"�c' iui.°sus I ullo.G IN v4AIj * CM1,11•i S��oS�oo33 TP�D�eN pa•I—E= 7�q.{- 17�1G, 6Y� kl5ia yc.o+..ra: nt�••S �% .... j1'{"G' V1 Nn=`5►fl�R',j'I NSta�-1-.�4P_ onl_. 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" ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 ❑❑❑❑ SAFETY PHONEHARBOR, (727)FLORIDA 384695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY: S. A I DATE: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 MOBILE HOME SET-UP MEOWN1 THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE- HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNEDPROTECT OR THE HOME RICAMEZONE (ZONE III). IF YOU BOTH TYPES OF WIND FORCES OUR RECOMMENDATIONS YOU WILL IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. E) ANCHORING EQUIPMENT SHALL BE CAPABLE . ANCHORING EQUIPMENT— (LOAD RESISTANC OF RESISTING AN ALLOWABLE�WITMSTANDIN RKING � 50 PERCENT OVEREQUAL TO OR LOADG(4..725 POUNDS AND SHALL 8E TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING WEATHERING(SHALL�HAVE AN ). ANCHORING EQUIPMENT S RESISTANCE TO WEATHER DETERIORATION ) EXPOSED TO AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STAND N NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD PROFESSIONAL SPECIFICATION ENGINE STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. D3953AND SEALS. ANGHORiNc; NOTE' OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE NOT 'SLICE"i PERM TS THE MOIWHEN LOADED WITH THE FRAME TIE. THIS S BILE HOME TO BE DISPLACED DOWNWIND AND TEND TTOSS� DE OFF SINCE THE PIERS. P TON IAT ANFIANGLENS. So THEYRARTE MOREINLINE WITHTHEDIRECTIONF PULL ROOS SHOULD BE TF THE THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PTHERA OCHOR CMUST BE LISTED MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY INPlINC mma STRAPS ON ONE CAUTION: DONOEiENSIWNSTIE-DO A LY SIDE FTHE HOME ONLY. I N ON OPPOS ESIDES.THE OME MAY BEPULLED IS NOT APPLIED TO OFF THE SUPPORTS. ,.w* f'r4 f 37 6-6-94 SU-47-0001. TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY, IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑.❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: _ DRAWING TITLE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-07-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - RECIPIENT FOR SPECIAC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 35 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: -- --IV.\i- CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 (2) NO. 2 0 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: DRAWN BY: DATE REV. LETTER: []['00 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAiMM ARE B.C.K. 03-30-12 , ORIGINAL, PROPRIETARY, AND CONFIOM11AL DRAWING TITLE 'OC] C� MATERIALS OF JACOBSEN MANUFACTURING SET-UP/ELECTRICAL la�� P.O. BOX 368 INC. SUCH MATERIALS ARE PROVfOED TO THE 1 SAFETY HARBOR, F LORIDA 34695 RECMT FOR SPEORC PURPOSES MO MUST BE DRABBNG NUMBER: lu�Ci�J, PHONE (813) 726-1138 IVT CMFMTIAL AND SEa�T FROM OrrM $U-09-0001 39 Jacobsen Homes Required Smoke Alarm Test: Using the test button is the recommended way to test this Smoke Alarm. Press and hold the test button on the cover of the unit until the alarm sounds (the unit may continue to alarm for a few seconds after you release the button). If it does not alarm, make sure the unit is receiving power and test it again. If it still does not alarm, replace it immediately and repeat the test. During testing, you will hear a loud, repeating horn pattern: 3 beeps, pause, 3 beeps, pause. When testing a series of interconnected units you must test each unit individually. Make sure all units alarm when each one is tested. Also reference smoke alarm manufacturer's instructions. 0 MAR 20 2017 O d dC CL 120Cwn nonx Construction A ,�"r'sj'I And Safety Standards WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). L 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. N0. 8 BAR=OPPE�R��AP�PROVED =ROUN'DINGRMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME. ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE, OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. NOTICE: DRAWN BY: S.A. DATE: 6-6. 94 KLI LGI ILK: ❑ ❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAINING TITLE: _ ❑,�❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B REOPIENT FOR SPECIRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) -.BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. NOTICE: DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING ING 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. 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. 0❑❑:� JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: 1NESE SPECIRCATIONS AM DRAIINGS ARE O WNA4 PRO WARY. AND CCNFlDENIIAL MAIMALs OF JACOBSEN MANUFACTM ING INC. Such YAQtlMS ARE PROVIDED 10 THE REww FOR SECIflC MOSES AND im BE KEK COWIDERM AND 900 FROM Off M D.M.T. 3-22-95 09-29-08 DRAWING TITM PLUMB. CON. & GAS TEST DRAWING NUMBER: SU-1 � -ODOR 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO -SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: . 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JAC 0 BS EN HOMES xO S AM DRAWN BY: DATE REV LErIER: THESE sPECFTCATxINs AM DRANINGS ARE D.M.T. 09-29-08 ❑❑� ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368UMBING TEST INC.BICSUCFI MATERIALS ARE PROVIDED ro THE SAFETY HARBOR, FLORIDA 34695 RECKRf FOR sPM REPOSES AND MUSE BE DRAWING NUMBER: PHONE (727) 726-1138 KEK CONFIDENTIAL AID SEW FROM OHM SU-11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL I 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 (b _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O. = 1 1/2" DRY VENT O = 2" DROP 0 - 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN - - - - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ' ❑®�❑ P.O. BOX 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT, PL. FITTINGS DRAWING NUMBER: SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -001 40 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED /� (1) FIXTURE DRAIN W.C. DROP / / 2" 3" / O / D i i 2" ALT. VENTED W.C. 3" DROP Q/ D / / INDICATES BOTTOM 3" OF HOME 1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT W.C. DROOPP 0 UNVENT/ CONNECTION) / / 1 1/2" / 3„ / O i O3" 3" D 3" 3" 3" TO ON SITE DRAIN CONNECTION MINIMUM SLOPE 3" / / 1/8" PER FT. / WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP / / 3 2" OA TYPICAL 3" O 1 1/2" DROP © / / / 1 1/2- 1 1 /2" Q y f- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE 0 IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) 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) OE HORIZ. TO VERT. (SHORT TURN TY - SAN• TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM / WATER HEATER / / 3/4" DROP / SECTION / / 3/4" ELL / / 3/4' THREADED INLET 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED ` 3/4" ELL NOTE: INLET -FIELD R\\t`- SING[ WA F DES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDFC 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 PLUMBING IN MORE SHOWN. THAN -ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRANANG TITLE: DRAIN SET-UP _ ❑I"❑ P.O._ BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 SA RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: G SU-1 1-DODJ PHONE (727) 726-1138 46 WATER LINE CROSS -OVER ttlllLl\ .�./ vt (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: unnm. ol. _.. __.._... ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE C.L.Y. 10-23-95 ppp ORIGINAL, PROPRIETARY, AND CONRDEN11AL DRAWING TITLE: / ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑ ❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0020 4/ MOBILE HOME SET-UP ANNEWININ • ,• 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 J 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 RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOVICE: THESE SPECIFICATIONS AND DRAYANGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 36$ INC. SUCH MATERIALS ARE PROMDID TO THE DRAWING NUMBER: SU-1 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECFIC RIAPM AND MUST BE KEPT CONFIDDOIAL AND SECRET FROM OTHERS 09-30-08 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD DETAILS CONNECTIONS SPLICES PRESSURE 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 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 Fitting or A) SLIP DUCT OVER FITTING AT LEAST A)- FOLLOW AS DIRECTED UNDER 'CONNECTIONS' THREE INCHES. BUTTING TWO DUCTS METAL CLAMP Coupling 8) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW T0. Band Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED L HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) — PRESSURE IS ASSURED. SEE PRESURE 3 C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR Duct DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LES. 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 'CONNECTIONS'. (FOR LOW, MEDIUM VJJ B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 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 LIMITATIONS FOR CONNECTING EACH. 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. ++ 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). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP DUCTWORK _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-1 3-001 O 4v ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. ISTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑ ❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ppp / DRAWING TITLE: El P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING ELECT. CLOTHES DRYER VENTING //-a` ❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-15-0001 ❑ PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. so ; SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT — SET—UP OF THIS HOME REQUIRES THAT AN ON —SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN ­r' PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) r 11" IV uG JVrr VAIGV 4'-0* O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW, PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INgTALLED 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. EID�E ❑❑.❑ ❑,qI❑ ❑❑�❑ JACOBSEN HOMES P.O. BOX 368+ SAFEHONER( 27) FLORIDA138 95 xOSN � �EaFlCAnaNs NO DRAMIN(S ARE ORICNAI, PROPWMY, AM CONFlDeM YATE90 A JACO ARE WNUFACM 1HE MAtF�us PRowEn To TNe � CONF Ot11 NO FM OHM �� BY: M.T. DAIS 03-08-07 REV. LEIIFR D Ivl DRAWING TITLE W H PAN DRAIN DRAWING NUMBER:SU—) 5-0003 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 f VENT CAP ❑❑❑❑ ❑❑■❑ ❑„❑ ❑oa❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND. MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV, LEI ILK: DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWNG NUMBER: SU-15-0002 52 REPAIR AND SEAL BOTTOM BOARD Tears and openings in the bottom board can result from transportation or installation activities. Inspect for holes or tears along en1ir® bottom board area ;below the home, especially areas around sereiice penetrations, crossover connections; pipe and duct II . hangers, foundation elemeents, the perimeter of the floor; end all areas_ along any n9 mating -line. Inspect all mati line areas for moats and t3eai ng- gaps and faiilowing the steps below, seal them completely. Using approved materials appropriate for the .type of.repair, repair the board, is asaf� 'fo bottom board wherever tom or loosenedas follows: h0MG p6diamence, an 1. Insulate Repia#ce an �rrilars3n insioletld rior to closure and re alr of, 4he bottom noY, MOWN a�i ( p p moisture issues 1 prwenaa . board,, paying attention to insulation' Bops that may have been created around or reverrtior, of pipe freezir under P-trap areas. d for protecilon el . 2. i epatir jgVp apenings. Repair large openings with a dw Able patch mode of and roden bottom board fabric or other.bornpatibte material and fastened w►hFi vinyl bottom hne 0 boaatrd aaasell . board tape held In place by fasteners .�desp fired. for this a osar..fiezfi, the ed es thods. TAme shall nova around at&hes with. foam or mastic. Instaaall,at ;i Vdd i oolar board bind th �as used alone to afepai . t$orea o®es1 �td,ora 8d®� a ®rainf tub lis f®r Ala® tcit ttom board. m6chanloo S. Repair sambil codnings. Repair.srraall gaps and tears with a cornbindtion of vinyl acre or maastic bottom board tape, patches made of bottom board material, mastic, and/or foam used In ` embltm®t as sealant. itth :tplw to rdvsnt 4. Mating -Linn. A factory installed Mating -line. gasket Is.provided to help ensure.a . good seal along this area. This.gaskells NOT Intend' ed: tobethe sole seal aeon this. area. In addition. to the gaskel, a lab bomp thali to om eastst6 Ve19t,atB d n tlon of aa�ir erto the ha�lrt i`,x di4g i69m 6r a corrtb1n`Won of insulation and Tape May used'#o -affbo this seal. Araytirip tape Is used, .the tape: shall have mechanical fasteners Installed. to prevent future pealing of the tape a horn®,a�i sit Jia.� oerapiotelgdr tip a a�eaa hale e®tzv rts�ta llaEetlors ®r� ra�c8or t prer nt aE$zfy it�tfllt eatlort Into the home AND floor pysom. Failure to proparly +basal any talraltr, Silica,hole, or other �da>ha� ot'p boardmaterial, e'lorm with eiv f qps or "Spaces, between floor nations, will .result In oistu Inirupeon into than :otructune of the home. will cause perir anent dal�lcnrE�e t®+rho homes rucfip . ria�nd.ry.r�laBi lart;boweal floormeas, sprtr ngyor seflgtng floor thin, d+smp onoG Ine#Fective-inst�laotior did"'*"r other ,orgsnle ;gro h, :end tl'taa+anmy Mher u ndesirstft Issues. Any damage ncurMd ,cluelence bythe mtellorp ;Installer, vroa a a7+�&rAr* l�aa9>t ta�vaea 60b 400obten lfomt", iBlnd a onsi6ai8ty'of athere if W aatcoba�en �9of BNSTALL REQUIRED OR09. ND MOISTURE. RETARDER AND UNDE _ FLOOD VENT The apace radar At hoarne fiNglLiM ;as fgrrewd vgpor .trawler Y fndFtum retarder of a irrrin"Imum 011C 01,thaat 1yeftlene Ahs.9 inn ar aatuivoierat. Thie !RMME ground indlefure rderdsr SHALL be Jimtelle i ,00arering leh . P attire orounafa ,(ems bt�Bo�,t>froil�on�e ;�it.?hoaanss;deei�aa� .anal ocsnatir�rod b� Jaoo�a�rr ifloretps, realulre titte;g�itn stature reta�ar t® ireg®d �asc#d to �eo�ar �Lt, areas :i�sare�th thaar borne. i on�aadr� lsuri>scel #ootlaags ,afire, �tsea . stall the ground. ara-o�sta�re teiarrder aa�ar ito J tact g t�a� +tQotinpa,,cEr instal) it .asrs�und tFae foodngs after �$il other wodc ender �h Install the groufid moisture mtatdor ®s follows., 1. 2. 3. 4. 5. Weigh down. To keep the retarder in place, weigh it down with stones, concrete blocks, or other heavy, durable materials. �Inlkcj 0001 dent gQa?a�en di orb `ar a + ems t�at�q s e �L� tll 'ton �fi moo$ a��s hat 1 i LDf' rent for oil { 0 aka ' raf ilcaaAr far SU-20-0001 j PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CONNECTION BETWEEN CROSS -OVER SUPPLY IZ DUCTS SHALL BE MADE PER OTHER DETAILS.0 I 00 --- PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AR HANDIER A/C SYSTEM (AIR HANDLER, ETC..) SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW JACOBSEN HOMES TNESESPEanCANTIoONsumoRAwNGSARE OftAwNBY: C.L.Y. MATE 3-21-95 ftEv LETTER: ■ MIMIC, PROPRIETARY, AND CONFIDENTIAL 11111 TI ❑„ P.O. BOX 368 UATEWa OF JACOM YANUFACYMNC ' R HANDLER CROSS -OVER SAFETY HARBOR34695 pEOM� OR gI� S A40 AK PROMMj� BE PHONE (,,,)FLORIDA3726-1138 IVT CDNFDEIIDAL AID SECRET FROM ONIM DRAVANG NUNS SU-AC-Ot OC ' 55 NOTES 56 o: