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HomeMy WebLinkAboutSET-UP MANUALSET- NUAL JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These.specifications and drawing are original, proprietary, and cofifideTfflCaIi'i'naiL2rria1To Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others, SU-00-0000 REV-07/14 MANUFACTURED HOME SET-UP . *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL (YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY.I ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM .FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 11-21-06 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: D P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MANUFACTURED HOME SET-UP u INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-OI-0001 ( ) PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 10-08-08 1 DETAILS "A" AND "B" MALN ETRAIff I-!#JIY� 1RI:A1 D Lmm (St1: NONE f 1) PIER CAPPED WITH SOLID COMET--- BUNX (IML 4' THCK) If X II' X IV CEM YASOHRY am—', VM OPEN MIS VERTICAL SEE TABLE I FOR PER FOOIE SUNG AND SPACING SPE IFICATIONS (PAGE 11) (SEE SU-4A FOR 16 X 16 PRECAST PER PAD SPACING) SEE N01E /1--- REMOVE ALL ORGANIC MAIM-' AND PUCE PAD ON STABLE SOIL BELOW FROST LINE PER I= CODE IEUREIM I&DOIN STRAPS ATTACHEIJ-\ TO RIDGE BEAM COI.WS ON EACH SECTION TO BE CONNI IED TO A DWRE HEADED ANCHOR SEE NOTE b —SEE NOTE ►2 DETAIL 'A' (LILIMON VARB VATH WX Al10WABLE SOIL BfARDRG) SEE NOTE /3 SEE N01E 12 DETAIL 'B' \SEE NONE J2 (IXIRNM VARIES WITH ALLOWAHE SOIL BEAR SIM (DECAY RESISTANT) R PRESSIRE TREATID WISER PIER CAPPED LIM SIII M CONCRETE MM (I@L f IMCK) 'X' X Ir X Ili ML D MILSONRY BLOCKS WRH OPEN Cw VERTm (SEE NOTE jl FOR MAX PER HE]GNIiS AND DETAIL ABOVE SEE TABLE FOR PER FWIER S♦mIG AND SPACING SPECffIGLTIONS (PAGE 10) REMOVE ALL ORGANIC MAT[RIAI. AND PLAN PAD ON STABLE SK BELOW FROSRJINE PER I.= CODE REORAREI®MT5 Q888B88 v • F� e No 484 �� STATE OF ,:40 O 4 0 R I0 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE . COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO I6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING iCODES. 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. APPROVED BY 0000. Revised Dec 17,2008 N I INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS DRAM ft DATE REV RETm JACOBSEN HOMES D►W LCIaWULI P.O. BOX 368 MMsUmIWPluRWMMTMW AMpmMA�AM o.A. 09-07-93 AL AND MAM OF A•�+ UWACIUmdB 1>RAwaG TI7lE DETAILS 'A° & °B° SAFETY HARBOR. RMIDA 3095 W ff M 9g RM16M W MR EE DR aG KAM PHONE (727) 7Z-113B WT aos>oamu Alm WO RM OUR SU-01-0001.1 (12-15-OB) 2 Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Line for Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST 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 164Z 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 3320 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 .•: �:aisf 4LY�:�9 .-i of "I JI✓ �'"�7 s •4s+ �y 3 ;-l+.r.;te �'•,, ^r,uclion ::qaq�t� Perimeter not shown for clarity (do not cut out) \ Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two Floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. 0 `\\\\1U 1l i l 1 I I I I I I I !III I �� mot' ��Cj15TE��•��f-� `�• P Na. O PE10505134 9 STATE OF 4VW 5/6/2014 3 SU-01-0001.2 Wad ,f�4 h -v Jacobsen Homes Footing Capacities 8 in. is 16 in. (single stack) pier 16 in. x 16 In. (double stack) pier Unreinlorced Unreinforced Soil Bearing Minimum Minimum Footing Footing, x Maximum Footing cast -in-place Maximum Footing castni place (psf) Size (in.) Area (in. J Capacity (lbs.) minimum Capacity (Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 4 a 24 x 24 576 3,700 fi 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O s••1 36 x 36 1,296 7,900 10 8,100 8 42.42 1.114 10,700 n,re . 10 10,700 10 48 x 48 2,304 13,100 note 4 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 O. 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 NO 8,500 note • 10 8,900 8 36.36 1,296 12.400 net, 4 10 12,600 8 42 x 42 1,764 16,500 note • 12 16,800 not, 4 10 48 x 48 2,304 21,200 net• 4 14 21,600 net. 4 12 16 x 16 256 3.400 6 3,400 6 N 20 x 20 400 5,300 6 5,300 6 fl 24 x 24 576 7,600 8 7,700 6 O O O 30 x 30 900 11,700 et• • 10 11,900 8 tV 36 x 36 1,296 16,700 e e 4 15 16,900 am 4 10 42 x 42 1,764 21,700 ate 4 18 22,700 ,t• 4 12 16 x 16 256 4,300 6 4,300 6 O. 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 net, 4 8 9,700 6 N 30 x 30 900 14,800 rime 4 10 15,000 8 36 x 36 1,296 20,700 . m 4 12 21,400 nets 4 10 16 x 16 256 5,200 6 5,200 6 •" :'� Q 1 20 x 20 400 8,100 1- 4 8 8,100 6 .� O 24 x 24 576 rim• 11,500 4 10 11.700 6 i.d O 18,300 nor. 8 30 x 30 900 ,t• 17,300 n 4 12 36 x 36 1,296 25,400 nos, 4 14 25,900 SO 16 x 16 256 7,000 6 7,000 6 20 x 20 400 10,800 ete 4 8 10,900 6 A 3` r ' i O 24 x 24 576 15,500 Me 4 10 15,600 8 a: � 30 x 30 900 23,300 e, 12 24,200 note 4 10 1. The footing sizes shown are for square pads and are based an the area (in z), shear and bending required for the loads Shown. Other configurations, such as rectangular or circular configurat'ons, 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 0te edge of the pier to the edge of the (toting is not less than the thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unre,nforced precast concrete footings. 3. The capacity values listed have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers most not exceed their design capacity of 8,000 lbs. for 8 in. x 16 in. single stack block and 16,CGO lbs. for 16 in. x 16 in. double slack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity 'or single or double ;tack concrete block piers shown in footnote 4. 6. On the frame (I-beam) a single stack block pier shall net exceed 36" high (see footnote 4 for maummn capacty) and a double stack block over with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the m:ding line a single slack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the -iieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7 poured (cast -in -plan) or precast concrete footings are appropriate for all soil types. ABS plastic foc0ngs (padsl shall only be used in 3rcardance with the pld manufacturer's ntstruc;:ons and must be czrt,fied for use in the sod classification at the site, listed and labled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT 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. ❑❑ 11 I JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑; H P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE MOBILE HOME SET-UP 2 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑ I❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECMT FOR SPECFIC RWOMS AND MUST B KEPT CONFUENIML AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0002 (09-30-08) M t j SEE NOTE #7 SEE NOTE #6 I � T it it NOTE #5 SEE NOTE 3 I I� !� it I SEE NOTE #2 I� .—SEE NOTE #4 — —, i I� I� NOTE #5 I NOTE #1 1SEE NOTE 3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 I d NOTES #1—MAIN FRAME I —BEAMS #2—LOCATE PIERS UNDER FRAME I —BEAMS #3—LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (LE, —RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4—LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5—AXLE ASSEMBLY CENTER LINE #6—SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. . #7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. I d ❑ El ❑ u❑❑ I�0 ❑❑ 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. LETTER: _ DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01 -0004 "� 7 ADWL REQwD PERIMETER BLOCKING - ALL FLOOR WIDTHS nWIN BLOCKING M IN ADDITION TO OTTER ELODUNG REO MM W THIS MANUAL - ALL FLDM WIDTiM AND JMT SOME TYP. FIREPLACES DIN SMEWALL OR MARRIAGE WALL HOST BEAM NOTE PENNED SWING REQUIRED AT 48' O.C. MAK REFER TO 141-0008 11 LIN im:i ANY NZE TUB ANDIOR SHOW M AT SIDEWALL DR MARRIAGE WALL -0 \ I UNDER EADI 619ME OF ALL EXTEPOOR DOORS LOCATED ON 61DEWALLG 2 OR NORE 46 1/2' IMOOWS PIERS REDWRED AT EAM END AND HEMEFN EALTI OPENING Fi RECESSED AREAS REWRE PIERS SPACED 64' O.C. MAC (18' OR LESS N DOM) EACH END OF RECENSED AREAH RECESSED AREAS WX BAY REWK PIERS SPA0 64' O.C. NA. THM ALM APPLM TO ALL ENDWALL MAY WINDOM LANLEIII WPPORTED BY A FRAME MEMBER GARDEN TUB AT i1DEWALL OR MARRIAGE WALL ------fum �r-- CAMNETIl ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' OR GREATER N LENGTH) (SAME BL =G NAY BE M FOR MULTIPLE 461/Y NNDOWS) POWER WMNG IS REAM (MAIRRIAGE AND SEEK10) SW ON OFIIILR MAX SPACKG ►TOTE: LEYEI. FLOOR SYSTEM FIRST (WALL TO We OR MAXIAGE WAIL) EEFO<IE NSTAIING PERKED BLM NOTFA: I. FOR THE AOO(1 K ELDCXIIG RICIMRED AS NOICATED ALiDSE USE 16' X 16' PER PADS M. AV- 2. LOCATE EIDWIG UNDER POWEER MIST OR SM Ir OF THE END CF 2:6 MM LOCATED AT 16' O.C. MAXLIW. 1 ClY W PIERS ARE N M M1DI ID ANY DIIER REGUFED PIERS AL MIC MADO BE 4. PQ3IEER ESL =G IS REOIIRfA 1D?W TL E ROOKS WMa R SL tgIS) W O.C. vAx. 5. PIERS USED FOR PE RW8 SUPPORT IAISF 6E MT40 IFFR TIE I= METIa011 PARXIA TO WE PUMIER RAL E *0 PEREEER &MG IS REOULiEU, ANY MTM LIE OPEN SPAN MIS 7NM 11, MIST RAVE NIEEIIIEMMIE PIERS PIAOEO AT MAX IV Olt EXCEPT IV VICE FLK SFE SPEEIAL NOTE • •. RW M SU-Oh00 I AND SU-01-0005.2 FOR 2.5 FLOOR SnIM 64, O C. MAX DAPIA MAR 20 2014 C QFederal M■n�� How Cmurxd- m V JACOBSEN HOMES P.O. BOX 368 SAFETY ONER(�) 746-1138�95 NOTICE: TNI m sPcMT wm m DiAVINGS ARE wIUM INC. SUCK MA79 NS ARE PROVW M TIE: I�r RR W=mull it ~mr or: O.A. -'- 4-12-00 _ (03-19-14) oR"1INc ` ADDITIONAL BLOCKING oRAMRIG NUMBER;SU-01-0005 171 8 PERIMETER BLOCKING FOR 150" (139-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 1B4" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIREMOM ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS Lu c MAR 19 2014 c d C Q Federal Co n trwtioed O Home Construction And Safety Standards NOTICE: DRAWN'&YOUNG DATE 11-18-2011 REV. LETTER: JAC OBSEN HOMES THESE SF� MAMONS AND DRAWNCS ARE (; ORIGNA. PRWWMY. AND WNFDENIIAL DRAWING TITLE: P.O. BOX 368 MAMAIS OF JAODBSTN MANUFACTURING PERIMETER BLOCKING IMP -DC 13 mD. SUCH MAMNS ARE PROM TD THE SAFEPHONE (8 ) 7ORID'38 95 IVTTFNf AP ET FROM MM DRAWING NUMBER: SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS. LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL 1. ITHIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT 4, THE MARRIAGE LINE) A DAM APPROVAL ii JACOBSEN HOMES 7FZE A7MAMDRAVMMAM DRAIN BY. M.T. °ATE` 05-20-06 1 071 P.O. BOX 368 ORIZuL. PRWNWARY, AND WN ENRAL WERIALs OF aAWLssEN MA►WAcneaa DRAIMNG TITLE: BLOCKING PIER LABELS SAFETY HARBOR, FLORIDA 34595 ING SUCH VAMUS ARE PROMW M THE REMW FM 9M PUiPO!>FS Alp WM BE (09-04-12) DRAIMNG M11BM PHONE (727) 726-1138 NTT WNfIIWI& AND mu no MIX SU-01-0006 11 ADDITIONAL RECESSED PORCH BLOCKING (1HS aIOCXAIC IS of an TD BLOC a REQUO N as IfANUAI) 61' IIAX 51' MAX USE DETAIL V ONLY WIEN OUiiam iS CH FLOOR JOIST / SEE DETAL '6' mmiLY UIm PORCH POST SEE DUAL A' ` —•------ ------ --- —Bj-------r' Al T TYP. RECESSED PORCH '�Exte>z�aR ,� EXTERKIR ruin ---� ADDED 1-BEAu UNDER EDTER m TNALL "VAL. u� At>aED i-Bw RECEPORCH REO�DtE PIERS SPACADDED I -READ (AND PIERS AT PORCH POSTS) AS SHOWN 6C O.C. MAX PIER SPACING AT LIMUGEWALL molt- DISTANCE BETWEEN EDGE OF PIER AND EDGE OF PORCH POST YAY NOT E>(CEED DEPTH OF TIP. PORCH POST TYP. PORCH POST FLOOR JOIST (511n S 1 2' *MAX TVP. PORCH PLOORING TV. PORCH FLOORING � PORCH FLOOR JOIST DOUBLE PORCH PERO M RAIL '7_ (2) 2 X 6 PT X If MR STRAP WO BETW DI 2 TV. if-001NN (SENT Gnb DETAILS) PORCH FLOOR JOISTS UP.PIER(D•X6'X161 16' X 16' M1?L. FU PAD CROSS SECTION VIEW A! • TYP. PORCH POST TVP. PORCH FLOORING PORCH FLOOR JOIST (2)2X6PTX19'-MK BRIDGED BETWEEN 2 PORCH FLOOR. JOISTS ' PORCH FLOOR SW DMI E PORCH PERnVER RA �(2) 2 X 6 Fix 18' wL E>RDCfD BEiMiEEN!2. . T1fP. RE-DOW STRAP PORCH RM JOISTS (SEE O111ER DETAU) TV. PIER Or X 6' X 16') 16' X 16' MIK P8 PAD CROSS SECTION VIEW Bl TYP. PORCH POST, NOTE: DISTANCE 16ErgB EDGE OF KPH TV. PORCH FLOORING 5 1/2 UA1 AND EDGE QF PORCH POST PORCH FLOOR ,per YAY NOT MEED S 1n• (2B) 2 XD6 PT X 182 NM � OtTIM X-M STRAP (SEE OTHER DETAIS) PORCH FLOOR JOIS15 LONGITUDINAL VIEW A2 IANGrUMINAL. VIEW R2 DETAIL 'A' DETAIL ' B' `oasast,1281 ..... '� �P. N DAPu F O.rRIF1QNOTM APPROL AMU" BLOCKING REOUGiEB AS INDICATED ABOVE (USE 16' X 16- PER + � 6 t�` :0PADS ON 1000 PSF SOL CAPACITY) D• ' .• Dec 13,2006 2. LOCAiE MAC01G UNDER PEmMW Jan DR fMBtN S 1/2' OF ENO of 16• ac" NC. .1 PTRa1EIER BLO U IS REgJl S UNOFR POW AT EACH POST IN* 0t MAX) = j Zi / fT = a` {. AOOIRMAL BLQ REOA M AS QIWAS ABOVE UNDETI =0 OF MOD 1-BEAY Y i w T G O TS FEDERAL MANUFACTURED HOME (6i at MAX) !; ' �[ f P Q� 'k CONSTRUCTION AND SAFET' STANDARDS S SEE ODIM DETMS FOR ODER REOIM BLOOMO LQCAMMS •: 0i''I'D � `, 4r'�• 6 AM I —VA AT PORCl/E7cR" WALL MAY cwm o1 SZE FROM MAN HOUSE F-BRAY: NO'riC& __ ��`' OATL REY IETiEit JACOBSEN HOMES TNM �.o E �• »-2s-os oo"I. rAonetrAAti"ooFfmw. ATANC not ADDIIKRV CESSED YAMULs OF A COM Ww1PAOMMI O PORCH BLOCKING -- P.O, Box 368 w- m NAVAS AK Mwam TO ni SAFETY HARBOR. FLORIDA 34695 IEW=FM 9 =REeMS AO MWE FE DRAW 4 i JW01: PHONE (eis) 726-1138 TEE cafmo ut No 9sRu 11m oven SU-01-OOd7 J 'hn C. Doeden, P.E. 15' 33 County Road 22, Goshen, IN 46528 A ril 16, 2014 Tol",Whom It May Concern: : FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As lithe consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering de �artment that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building COO- Residential to the 2010 FBC wind speed (Vult). SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC :h is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 reas those based on Vasd do not utilize a reduction factor. 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 Th ',lreference 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 �E •a� tttC��.¢1nprerOr Jo C. Do den, PE 45484 `/'151 3 CR 22 uD Goen, IN 46528 Ph e: (574) 825-766 ,gyp• STATE OF � "Z a • R o S " ON.�U 13 ATTACHMENT TO HOST BEAM ATTACHMEI4T MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTRICTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PPR.TIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 NDS01 NOTES: I. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT- 20' WIDE MAX W@ ZONE 2 OR 12.3 1 EXP. B SITES. 16' WIDE MAX WIND ZONE 3 OR 14DUPH EXP. B SITES 2. WN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS G. 24501 WIND ZONE 2, 29601 WAND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 I6' O.C. 4. 48'. O.C. PERIMETER BLOCXNG REOLIRED ON HOST BEAM SIDE OF HOUSE JACOBSEN HOMES " P.O. Box s68 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 . 61 r OF F�OR:�F�'� �6 ..a '•r A NOTIM "fl'3; — mm sPECfICAT10Ns AND DLL m CAMAL, PR KTARY. AID OQfMITIAL W►IM LAI S OF dAC0135EN M~ACWRMO NC SM NAIU MS ARE FRONDED' TO THE RCu"T la rmc FliEpm N6 wa I E IRDT CpREDOLLI NO SEOItU MOM O1MTR5. 14 ALSO MEETS mNDZONE . III EXROSURE C 20 1PSF ROOF to PSF D.L. APPROVED BY Jan 20,200 INC. FEDERAL MANUFACTURED NONE i CONSTRUCTION AND SAFETY STANDARDS 4 . D.M.T. lAl 01-10-07 Fv LEM ATE TO HOST BEAM sly: SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL PIER SINGLE WIDE UNIT MAIN I -BEAM HEADER BLOCKING PIER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM - - - _ MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE. HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAVMNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPENT FOR SPECM PURPOSES AND MUST BE KEPT ODIETDENTI& AND SECRET FROM OTHERS 15 HITCH HITCH DRAWN BY: DATE REV. LETTER: D.M.T. 10-10-08 DRAWING TITLE TEMP. BLOCKING - DRAWING NUMBER: SU-01-0009 II �I I III 16" X 16" PIER FOOTER SPACINGS* I l 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) I 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 1114- WIDE FLOOR 33" 53" 73" 93" 113" 133" 1 0" WIDE FLOOR 30" 48" 66" 85" 103" 121"' I 1 4" WDE FLOOR 1 26" 42" 58" 74" 90" 107" MI ,lI PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. I, I� NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. I 4 MINIMUM, AND/OR I PER LOCAL CODE REQUIREMENTS 4„TYP - 7" OR 8" m T TYP 30' MAX T (TYp) X X II Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 T CONCRETE FOOTING d_- I I ' 16" MIN. d EACH SIDE 4X8X8SOLID 6X7X8SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS: (110 MPH) ALL EXPOSURES,. 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN: 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALCS. e. W A— _ 91 � at � V1 S O 2 !/ tttt11111111NU//� `l ,,.•• �C �''4 DAPIA APPROVAL' TO OwER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �.�``�1?.. STE&"%.% �i (V0. •": APPROVED EY C 910334 TN: —BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END HOME AT EACH I —BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART �, OF 'IN p ASFOR FULL LENGTH OF HOME �O STATE W I N C' HER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS .• / A P.•' •� FEDERAL MANUFACTUREO HOME iNG UNE OF MULTIPLE WAOE NOMES. �� . FCONSTRUCTI Sq�Ery,$y�pIpARDS HER DETAILS FOR PE —DOWN REQUIREMENTS. J AC O B S E N HOMES N TC THESE SPEMCATICNS AN ARE AWN BY: M.T. DATE: 2-8-99 REV. LETTER: I ■ P.O. BOX 368 ORI=AL, PROPRIETARY, AND UMRXNRAL MATERIALS OF JACWSEH MANUFACTTLRINC INC. SUCH MATERIALS ARE PROVED TO TIRE DRAWING 111LE: 16" x 16" PIER SPACING B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SUM IMPOSES AM UMT BE KEPT OWWOMC ANO SECRET n= 07 ERS DRAWING NUMBER SU-01-0020 d 17 8L Izoo-io-ns 0Mw-1 >s�l, ,� s�11-9u Uri) 3NOHd 43 N 0) 31 s>9oaa+d auo� 66ftf YagRW0 'aoeaYK Ai3M S831d j Y38 NIY� 'IIY �T1u 99F xo8 'o a 8 _ _ 11y71�3di 530 0.9ft0x M3$EI0Pdr �I3u3, A3a 66 S Z I31r0 YvusWHPLON EmmmFffln SGUMV1SM3M (INV NOILMMISNOJ 3woH �03tlNu:)V3nww 1Vtl303i •�1 o BOOZ'LT ;D0 paSina� di N AB a3A0addtl 'Ta ASd 01 Aooa Asa oz SdVO lrau0 9 Ater 1Ud of a�n A Ar11 OM31 Wt W Om5 TYN�DN HAP v w l a0 ro N m a Qu 04 S3LY W 14.9 'iS39 AM HOD# No SMid 3H1 SY H104 dt HL0k31 *YS 38 1S'1 Sdro � 13310M 1D 3d Y As 03b = 39 isnA ,L2 3A09Y S1HDIHH tl3ld ANY � !D H►:1Nd1 M aDA 308Y layH3 3H1 4 �1'�lur�l 04r "-I H3Y31Y H 3H1 i0 0N3 H3Y3 " A SO& kow AV38-I 18YIS £ yUordp JMd *0 TfM31D 033M of 03aIM a 0315n 391snA A3H1 SWd'M 5"n 430 A1DYdYp aim to N 1Yn03 39 8D 0339X3 01 aM dq CMS11 391snJt AM 3138$p t M aM0 SWd aW iM .911 .91 owN ►a x�a ,91 X .et sf�sn p34n►ds aid aoi amD-to-nS . (Ed 04MV38 -IDS 40 a3SY8 S3LLOVdY3 MI aYd ad X330 tl Ant LfYA S3ais moe No o4yHu3A0 .9 Y 5301341 SHIao idyll 1310N - _u ---- - ----- Z— — — f — r i LAMA 7MIMM Itewrl7 )nW Sal 1v69 'Sel Mg 'Sal owt• '881 196Z a001A 30* .081 'Sal 1619 'Sal V109 'Sal KK 'Sal 199Z 800IA 3a* .091 Sal 9099 'Sal 84V 'Sal 99K 'Sal BZVZ S00IA 304 ."1 •0'0 on L -0.0 µ96 -0.0 µZL .3•0 µsk 'Xdw HAIffi dooli (S3ELOYdYo aYo-1 amd Ae a31mmwo) DNIDVdS 831d d38-1 n ioft (zI V 0 3104 33S) AWYdr3 W 000VI 831d NO0 8 NOVIS 318W route STM 43dD HlO s1DOT9 At$MA am .91 x .0 x .0 a (it 3HN 335) mtn m' a31r3m 3tUl�T3tld X &D, x:19i1 ,r f 3131 IR Rio MddY3 831d '.01 0=3104 Dd 3H1 !0 AMIN a ( 335) A 01 dDl 3HI AW S13SM Tp1NDIM 3M x t 0)jr ~ ' 000pe®®®68APpgeB® 1 3aAY3 lIOOM®°®®� *HS MY Sx30T0 313MkM #0TVH.91 X.0 X �!e o@p°��a e�'(1 a 0.%Y� 1 J o0 �ON 33S-AI0YdV3-7ryj1 Se7 �0`B a VSkSt ON c ''MNJ.01 v 11*3" N31d A0018 )OVIS 31OTIS lymo STM W.91 x�.2 x®°��3®® o,e��' ®0®° (91310N 33S) mE@n a31r3H1 x mvm.t X O! d01 3H1 5135AD 'ry11pIRA1l � • � � (91 4)( 3351 � c ' 7 7DAI1� x�p�� UkA3H ' #ZG SI x0018 31304M #aMM ,% x .9 X .9 �� c `�.Q c a0/U UIjV I AY3391 S 16 �Q� do (510019 A 3i3�jDJ�0iD .21 Xx J x �) ?113Id fXYHEI NIVA Z.Ld ZIZ,LIV 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LEIS '3556 LBS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2' SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79 1/2" 101" SEE NOTE b4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH — INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: <; ',.G 1'. DAPIA APPROVAL: /s E>c CA l� S. G MANUAL. ' C - r Y — (f, C FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP Cj!':"4' 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE.•t -r• F^ ^ ".+� ' A F. OCT I I 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN . rN I p HOMES INSTALLATION INSTRUCTIONS. �... ..:....:... .' C i ','� "' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / 10' FOR UNITS WITH 10' OR . 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME TI N AND SAFETY STANDARUS ❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 16" $ 18 1/2" PIER PAD SPACING / P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: 7 SU-01-0023 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 20 itI I 18" X 22" PIER FOOTER SPACINGS* (MIN. 396, SQ.IN) l I� MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WI D TH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 11 12 i WIDE FLOOR+• 63 1/2" 100 1/2' SEE NOTE #4 SEE NOTE #4 SEE,NOTE Q4 SEE NOTE #4 1441 WIDE FLOOR-- 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 16011 WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184'I WIDE FLOOR •• 43" 168" 193" 1 117 1/2" SEE NOTE jj4 SEE NOTE y4 MIN.IIPIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS I� I 20" X 20" PIER FOOTER SPACINGS* l (MIN. 400 SQ.IN) MAXIMUM I —BEAM PIER SPACING diLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) tl IDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120"16IDE FLOOR- 64 1/2" 101 1/2" SEE NOTE g4 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"(IWIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 1 43 1/2" 69" 194" 1119" SEE NOTE N4 SEE NOTE y4 MIN. IER 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. I� II FOR TYPICAL PIERS SEE PAGE SU-01-0021 d 'I �j II IEi �� e NOTE ABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN AQPR t ''l ray, ' �� ...;....., Tee-"' 4, DAPIA APPROVAL' SCE e, te, PG•� 1. PRE- FOOT GS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �. �Q..G�SreR c' i Y ` (¢ • �`� 2. THE RE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE o. 91 3� ' y APPROVED BY PIER ACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM - APACITIES SHOWN ABOVE. 3. ALL 0 ER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN K �, .'% C j� = HOME INSTALLATION INSTRUCTIONS. SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR .� .,. k• ' t0'. A�: • INC 4. MAX. FIR y�� 12' 1- EAMS (24" MAX. FROM ENDS). I v �` EDERAL MANUFACTURED HOhIE . "r 'GATE: JACOBSEN HOMES NOTICE: + ++4+ THESE SPECIFICATIONS AND DRAWINGS ARE +8 BY: D.M.T. 09-22-01 REV. LETTER: 1 DRAWING TITLE: PRE-FAB. 18" X 22" & 20" PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPIENT FOR SKOM PURPOSES AND MUST BE KEPI CONRDENTUIL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0024 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR•• 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR-- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 47 1/2' 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120 WIDE FLOOR-- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR•• 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS, 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: AS AN ALTERNATE TO THE CONCRETE F •. '� EN P oy : � l` •G DAPIA APPROVAL: I. PRE -FABRICATED PIER PADS MAY BE USED MANUAL. �� tiG• FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP 91034 ''. BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE PPROVED MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM igem PIER CAPACITIES SHOWN ABOVE. �•�• STATE ( Or+T 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN4r HOMES INSTALLATION INSTRUCTIONS. r,' G�.'• (� -'. C� �{ I I �J 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR •• 12• I -BEAMS (24• MAX. FROM ENDS). 4s EDERALh1ANUFAOTURED HOP-E LmnARPq ODOO JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 09-22—Ot REV. LETTER:7 DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING ❑ P.O. BOX 368 ORIGINAL PRDPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS .ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34595 RECWENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONRDENTUL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0025 PHONE (813) 726-1138 22 26" X 26" PIER FOOTER SPACINGS* MIN. 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING (FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 12- WIDE FLOOR-- 113 112" SEE NOTE 14 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 14'�" WIDE FLOOR-- i 96 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 SEE NOTE N4 SEE NOTE #4 16"" II WIDE FLOOR.. 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE N4 SEE NOTE #4 18 WIDE FLOOR** i 77" 119 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MI I PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14.083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 1. PRE,FABRICATEO PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE "0 NCS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. 2. THE (PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MAN FACTURER' INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIERIICAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOM ,S INSTALLATION INSTRUCTIONS. 4. MA%. iPIER SPACING 8' FOR UNITS WITH 8" [-BEAMS / 10' FOR UNITS WITH 10" OR 12" I; BEAMS (24" MA%. FROM ENDS). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ��vQ�`•G•�Tf: •'' ?;fit' • p�; • �`� No. U w 910334 F STATFCIF: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REUFIENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DAP IA APPROVAL 5fL'- cpce-• P6: G-rVt If•091 `APPROVED BY Ni OCT d 1 IHINC. D.M.T. - - 09-22-01 ITLE: PRE-FAB. 26" PIER PAD SPACING UMBER: SU-01-0026 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) 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" WIDE FLOOR** 58" 89" 120"s** 120'*** 120"*** 120"**s 4" WIDE FLOOR** 50" 76' 103"sss 120"a* 120"**s 120"sss 160" WIDE FLOOR** 45" 69 1/2" 94' 118"sss 120'sss 120'sss 184' WIDE FLOOR** 40' 61" 83° 104'*** 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LB& 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE RODNDED) TYPICAL PIER FRAME 14EAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD ®0g08SRg@®DB®®gB®®A G. ®��®® REF. CALC. PG. C-SU - 19.01 ° ® . DANA APPROVAL'S• NO 1. PRE-FABRICA10 PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° HOMES SET-UP MANUAL m APPROVED BY SPECIFIED IN THE JACOBSEN ON 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE Y - ', Dec 04,2009 ^ � m® P MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �0 ®�� t PIER CAPACTES MOWN AWE. � °°• ,�� � ° �0 INC. e`�m �` • p le°•° 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ® s °°•°.,,. `� 0® • i °® ®®��os9�� FEDERAL OAMUFACNReDNONE co"rnwcriDx AND SAFETY STANDARDS HOMES INSTALLATION INSTRUCTIONS MAX. PIER SPACING B' FOR UNITS WITH 8° I -BEAMS / 16 FOR UNITS WITH 10' OR 6BB°�e®®� 4. 12• H"S. (24 MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. WO BY: DALE: REV. LEVER: NOTICE JACOBSEN HOMES ,RESE SMaRCATM>NS M DRAPANGS ARE M.T. 11-23—as ORIGOL PRWMALS OFJAC SENAMANUUFFAo�NPoNC DRAYANc nnF: 17 X 22" PIER SPACING — P.O. BOX 368 INC SUCH UA791ALS ARE PROVIM TO THE SAFETY HARBOR, FLORIDA 34895 RFrrP W FOR 9MFIC Pins MO WSN BE DRAWING NUMBER: PHONE (813) 726-1138 WET 0 MRBO MU. MD SMU RM OUM SU-01-0027 A-* PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE (3)) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 27081bs. 34281bs. 41481bs. 48681bs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A CAPACITY PSF 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in in 01 MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 Ibs. 5881 lbs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1a 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. °D 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. co � MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 1 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Na 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. 00 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 1 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. H�F `e) MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs AL ,, DETAIL 'El'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OP MNGS HIDER THAN 49 INCHES. 0211 NOTES: (1). 31) . AND Q UNDER TABLE I, PACE SU-01-0040. 03 F ALL UNIT WIDTHS USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS THAT AR 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 IN S. USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS (MI 1000 PSF SOIL BEARING REO'D) 4OF 'PROPER LOAD SPANS, SEE SU-03-0001. (*LOAD SPANS• ARE CLEARSPANS; PIER SP CIFICATTONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF li SPAN OCCURS ON BOTH SIDES, ADO VALUES LISTED ABOVE FOR EACH CLEARSPAN) i S CK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR S1 11OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 CALCS. ��VQ'.•�,�STEgF.�! ��'�. No. o' 910334 STATE OF NOTICE ') THESE SPEdflCAI NS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND COFFIOENTIAL MATERIALS OF JACOBSEN MANUFACTURING RNG SUCH MATMALS ARE PROVIDED TO THE RECFIENT FoR SPECAC PI mm Am UUsT RE IVT CONFMTIAL AND MGM fROy O11ERS B.E.M. DAPIA OZONE III ) MPH) 20 PSF ROOF 10 PSF D.L. APPROVED EY ON INC. FEDERAL MANUFACTURED HOME CDNSTRUCTI NAPOSAFETYSTANDARDS MAR 0 1 1999 DATE REV. LETTER: 2-6-99 IOTER SIZING CHART ERR. WALL OPENINGS A SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'- 4"- WIDE WIDTH MAXIMUM 01 ( S PIER SPACING SOIL BEARING PSF CAPACITY 22 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM ( PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0* ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615j) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: REF. CALCS. cwq- g s-,ar- 25-1 a2 Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. -011111-0 [� UNDISTURBED SOIL OR 902. COMPACTION FOR FILL. ENGI ` t0VAs7.1 A�i��G DAPIA APPROVAL' 03 ALL FOOTERS TO BE BELOW FROST LINE. ;=P�yG�STEq F�! '.� '•. APPROVED EY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM NO. SQUARE INCHES REQUIRED. 910334 •: 5O ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" T �e� PINC. OVERHANG ON EACH SIDE MAXIMUM.TAT F, of SIN. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR . • w ';� •. //fy A FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS SOIL TO DETERMINE THE VALUE. _; 1� MAR 0 1 1999 NOTICE' /•fill# 1HTfi•.-1. M.T. Z-8-99 _.. _..- J A C O B S E N HOMES THESE SPEarICATIONS AND DRAYMOS ARE n ORIGINAL. PROPRIETARY. AND 00ESTDENTIAL DRAµ9N0 TITLE: �1 MATERIALS OF ,IAC08SEN MANUFACTURING PIER FOOTER SPECS CHART P.O. 80X 368 WC. SUCH MATERI S ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 RECHENT FOR SPFCRC NIRPOSES AHD MM BE DRAWING NUMBER PHONE (727) 726-1138 xEPT CON unK AND SECRET FROM OTHERS SU-01-004.0 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138• NOTICE: THESE SPECIFICATIONS AND DRAVANGS 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. 27 S.A. IDATE.. 6-6-94 RE _UMN SUPPORT SPANS SU-03-0001 SET UP NOTES (CLOSE UP) YOUR HONE Is EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS_TO_BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRATMNGS ARE ONWAL. PROPWARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURNG INC. SUCH MATERA S ARE PROYOM TO THE RDIPENT FOR SPECFIC KFPM AND MUST BE NTPT COFMTOEN7IAL AND SECIET FROM GPM 28 r: M.T. DAZE 12-22-94 REv. LErrER: n SET UP NOTES A NUMBER: 02-12-08 SU-05-0001 EXTERIOR ROOFING CLOSE-UP ♦ ♦ ^IIII• alu„ ♦ •alln ♦ dllle •aUn RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING ' I (INSTALL RIDGE SHINLGES PER �♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦ I♦ I I I I I I au \ �lun. Il,p. •,IIII�I / I •nth,,. — 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) GE' SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ' P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFOENUAL AND SECRET FROM OTHERS. 29 — COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) DRAWN BY: S. A. DRAWING TITLE: EXTERIOR 6-6-94 NU ULUJC—UT SU-05-0010 SHINGLE INSTALLATION Y1/9Hp Wi3AfYA'i. ip II "//n. 'I M vv vvc,/.vw. ---- o Lo Co FASTENING DETAIL SEEPAGE 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. JAC 0 BS EN HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X *001:10 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). P.O. BOX 368. 901 4th ST. NORTH 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 ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. 1 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 I , I I I I EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE _—_-_--T`--__—___�—I ��___ SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) I 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 II THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. it BOTTOM STARTER, STRIP I HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL I I� I ❑❑❑❑ ❑� JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑, ❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP - DRAWING NUMBER: ❑❑ ❑ SAFETYHARBOR,, FLO�RIDA3384695 RECIPIENTFORAND E �AND URA ( )CONFIDENTIALSU-05-0020 FRgI'oTHER 1 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION - PER EVERY 1500 SQUARE FEET. NOTICE: DRAWN BY. DATE: 'REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 Nlm' ❑ ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE 0 P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING EXTERIOR SIDING APPLICATION INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECDIC PURPOSES AND MUST BE DRAINING NUMBER: 09-30—OB) ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDIMAL AND SECRET FROM OTHERS. SU-05-0030 32 w APPROVED BY *4� lNfiUL 1 3 1 INC. PrLL,tT10� (�wv�4 viavi.��i�l (D�az Pi�UTo� � 0 rH ��1.1-'AW Slt�il�C:t �►T�i- I-�loG-�� ex" o4m stuv. Z'cYP) '7M/4¢ E t�[r 6Y- Ada: wr*, eZ^/ i r—'MNYL j%vm6; rNsrxt.hrcrl L1 • k�t.k-k� P�hoG.. i(A APPROVED BY 1MIMINC Exj�Riopz V1.A� �I-�-nT�li�l� ..JL..LATIOIJ -2& -,Pr - 4p4x,1 (01,016%4 _ . iJ'II r) Ili &,I.XYIOA2YI? GT; 1Gtvc �NI<dX-f{h-"--forLg�S 37I8"0..c. OR I�iErk.X-yioXI't:` Pl'� 4 "OL.I�fp tw �gza�}i�d_ q�JD MI WA Z-17I Vc ,- �i I Oc�1fc- ��A�IU�fl� __xYl�"1c I Co"o.G. tN�hTU1� CMl�1•i ' V ' ZONE 2 1.t.►� .3 . j'Yt'=�•VIjdYL� �fl�?il-INSt�LL.h�G*L vim. ►�• L(}�1-t.-L 1 /�' MOBILE HOME SET - SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ 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. 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 9T. THERE ARE TWO TYPES OF NAND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT— (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1/4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOv< OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST BE LISTED FOR USE \IERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY INJUL 1 3 ice► INa emm FERMI CAUTION: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF I--NSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. _ 6-6-94 I SU-07- 0601 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 7-20-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TIME: TIE -DOWN STRAPS MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-07-0002 sa 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:- —IVI­ 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 N0. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL II THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL ITHE 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 I NOTICE: DRANK BY: REV. LETTER: ❑❑ ❑ JACOBSEN HOMES THESE SPECIFICATIONS AND ORAWNGS ARE B.C.K. DAIS: 03-30-12 ❑, ❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING 111LE B MATERIAts aF JAOOBSEN MANUFACTURIN/G SET-UP ELECTRICAL P.O. BOX 368 INC. SUCH MATERIALS ARE PROM TO THE SAFETY HARBOR, FLORIDA 34695 REf>MT FCR SPECAC PURI+OSES, AND MUST BE DRAWWNG NUMBER: ❑❑ I ❑ PHONE (813) 726-1138 IOT OONADENTUL AID SECRET FROM OTHERS SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) 1' I TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. NOTICE: DRAWN BY. DATE REV. UTTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 05-25-06 c ORIG INAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:MATERIALS OF JACOBSEN MANUFACTURING ELECTRICAL CROSS -OVER❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REWENT FOR SPEC6IC PURPOSES AND MUSF BE DRAWING NUMBER: (09-29-08 ❑❑❑❑ PHONE (813) 726-1138 KEPT CONIFMTIAL AND SECRET FROM OTHERS $U-09-001 0 40 WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST HE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PE, I FORM 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.) HAND 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. NY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, (CORRECTION, AND RETESTING FOR CONTINUITY. 'I ❑❑�❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UKAWN CT: S.A. UAIt: -6-6-94 Ktv. LtI ILK: DEW -]ORIGINAL, ❑, 1 ❑❑ II ❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING TITLE: TYPICAL ELECTRICAL GROUND 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) c) - 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. ❑❑❑❑ JACOBSEN HOMES ■� P.O. BOX 368 olv❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 DRAWN BY: S.A. I DATE: 6-6-94 I REV. DRAWING TITLE: LIGHT FIXTURE INSTALLATION SU-09-0030 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME 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 TESTIS 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. H ❑❑❑❑ JACOBSEN HOMES NOTICE: 1NESE sPEancAnDNs AND DwUxNGs ARE DRAWN BY: D.M.T. I DATE 3-22-95 REV. LETTER: ❑�■❑ ORIGINAL. PROPRIETARY, AND CONFlDENRAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TEST ❑,IF❑ P.O. BOX 368 INC. such MATERIALS ARE PROIADED TO THE PLUMB. CON. & GAS ❑ I,� ❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RE FW FOR SPEOFN; ROM AND MUST BE IOPT CONRDEHnAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11-0001 (09-29-08) 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRANiNGS ARE D.M.T. 09-29-08 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: - ��;❑❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-1-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER S i BOL I ORIENTATION / USE CO PLING I PIPE SPLICING DIRECTION OF FLOW •� FITTING NAME: j� SANITARY TEE S MBOL ORIENTATION / USE SA .TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SY BOL ORIENTATION / USE 901 ELL I MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE I DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION /USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS .ON THE CONTAINERS. NOTICE: unhmv o T. THESE SPECIFICATIONS AND DRAWINGS ARE S.A. ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING SET-UI INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 45 DATE: .6-6-94 PL. FITTINGS SU-11-0010 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i 2" 3" i O� i i 2" 0 ALT. VENTED W.C. 3" DROP / TYPICAL 2" DROP 3., / `INDICATES BOTTOM 3" OF HOME / i i i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED W.C. DROP i CONNECTION) 0 f- INSTALL FULL SIZE 1 1/2" 2" CLEAN -OUT IF SLOPE A IS BETWEEN 1/8" & 3" O 2 1/4'. PER FOOT USE O IF CLEAN - p TYPICAL OUT IS NOT NEEDED 3" 1 1/2" DROP Q / i i 3" / 1 1 /2" 1 1/2" CJ 3" TO ON SITE DRAIN CONNECTION 0 MINIMUM SLOPE 3" / ij 1/8" PER FT. / 1 WITH CLEAN -OUT 1/4" PER FT. WITHOUT CLEAN -OUT FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FF WATER HEAT[ i / SECTION i i i THREADED INLET 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED NOTE: INLET - FIELD SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES /4" DROP 3/4" ELL .,�-JVERS (FIELD';N TALLED) ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: - DRAWING TITLE: DRAIN SET-UP DRAWING NUMBER: SU-1 1 -DDO5 46 1. 2. 3. FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. CO "ECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. INS IPLL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. PLAUCE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO CO II R WATER CROSS -OVER LINES AND INSULATION AND SECURE TO IILOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MIN' UM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WI CLOTH DUCT TAPE OR EQUAL. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REGPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 47 r. C.L.Y. I DATE. 10-23-- TITLE: WATER CROSS -OVER NUMBER: SU-11-0020 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL — SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER 'Y 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 RETURN DUCTS. IN ONE AIR CONDITIONER UNIT t 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. NOTICE: DRAWN BY: DATE: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOUBLE WIDE A.C. CONNECTIONS SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIRc PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-1 3-0001 48 A (09-30-08) 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. ,ETHOD PRESSURE L11MITATIONS TAPE ONLY (FOR LOW QRESSURE N T TO EXCEED 12 IN. W.G.) I CLAMP ONLY M-TAL CLAMP ( OR LOW TO MED UM PRESSURE NOT TO EXCEED IN. W.G.) SE E PRESURE LIM 1 ATIONS FOR PLA ;TIC CLAMPS** • 1 0� 0� 1 i ng or pling Band Duct MIN. CONNECTING OR SPLICING TAP, & CLAMP (FO LOW, MEDIUM M04, OR GH PRESSURE NO TO EXCEED 10 IN. W.G.) Sit PRESURE CONNECTING LIM NATIONS FOR PLA hC CLAMPS** SPLICING A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET OVER FITTING. APPLY DUCT TAPE* AROUND JACKET AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES A) FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. B) INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. C) APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. D) BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. * PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10°) AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). 0o 1 ❑❑ JACOBSEN HOMES NOTICE: THESE SPECFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK ❑,J❑ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: . ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 3-001 O 49 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. NOTES: A JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: DRAWN BY: R.R. THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING ELECT. INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING JSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP DATE: 01-21-OG CLOTH ES DRYER SU-15-0001 0 50 SITE INSTALLED WATER HEATER PAN DRAIN ANT - 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. ATER HEATER PAN\ 'ORY INSTALLED \ THROUGH FLOOR�� BOTTOM BOARD SITE INSTALLED DRAIN --A' PIPE AND ELBOW (1/ PER FOOT MIN. SLOPE) 4'-0°uO.0 DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. Tl� (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) 1.) SIT-- INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FIR 6NG AND/OR CHASSIS MEMBERS. 2.) SH,f LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. AL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. I 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. NOTICE: DRAWN BY: DATE: REV LET1B JACOBSEN HOMES THESE SPECIFICATIONS AM DRAIWGS ARE M.T. 03-08-07 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: - P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING W/H PAN DRAIN B SAFETY HARBOR, FLORIDA 34695 INC. ARE MATERIALS PROS TO THE REMENT FOR SPECIIRC PURPOSES AM MUST 6E L J DRAWNG NUMBER PHONE (727) 726-1138 IO PT CONFDENMAL AND SECRET RROM OnM SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. I 6-6-94 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: �Eltl= P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PRONGED TO THE DOWN DRAFT RANGE VENTING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-000Z 52 SITE INSTALLED CLOTHES DRYER VENTING DOE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH LL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) NOTICE: MAIM 01: unit ��.. �. "•. . Cil��❑ JACOBSEN HOMES TNT SWCAn= AHD DRAWM ARE M.T. 10-16-07 MWIAI. PROMETARY, AND CONiMTIAL DRAWING TITLE P.O. BOX 368 EUTMALS OF'A� MANUFACTIURIHD CLOTHES DRYER VENTING M SUCH MATERWIS ARE PROYDED TO THE SAFETY HARBOR, FLORIDA 34695 XMIDIT FOR SWIC FVAP O AND KEISf BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CMEMO DAL AND MCFU FROM OTHM SU-15-0004 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 10-31-01 REV. LETTER: ❑❑■❑ ORIgNAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING DRAWING T1TIE: BOTTOM BOARD P—TRAP ACCESS D ILJI ❑„❑ P.O. BOX 368 INC. SUCH MATERIALSRIALS ARE PROwDED To THE ARE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUSE BE KEPT CONI DENRAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0010 ( l (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT IRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) 11 JACOBSEN HOMES NOTICE THESESPECFICATIONSAND DRAWINGS ME UKAWN UT: C.L.Y. I UAIC: 3-21-95 Ncv. �cucn: MCNAL, PROPIBETMY. MD CONMENR& MATERIALS OF JACOBSEN MAAUFACIMNO AIVI DRNG 11 ' R HANDLER U P.O. BOX 368 INC, SUCH MATERIALS ME PROVIDED TO THE CROSS -OVER SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPECIM w>R SES AID MUST BE DRAWING NUMBER. - PHONE (813) 726-1138 WT CWDENnk AND SECRET FROU OTHERS. SU—AC-01 OD 55