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HomeMy WebLinkAboutSET-UP�� . IL.ude County SET-UP MANUAL jjl: �j St . Lucie c unty, Permitting jACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET—UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL' CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL/8' IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JAC 0 BS EN HOMES THESE sPECFlc N11o°Ns`u� oRA►wres An DRAWN BY: O.A. DATE 11-21-06 REV. LETTER: ❑❑■❑OPoGNAL, PROPRIETARY. AND CONFlDEN7IAL DRAWING TITLE ❑„❑ P.O. BOX 368 YA7ERIALS OF,UCOBSEN MANUFACTURING �C, �� YAtEPous ARE �� M THE MANUFACTURED HOME SET-UP B ❑❑❑❑ SAFEPHONER( 27,FL261DA384695 M VFKOR NSGMp W M W DRAWING NUMBER: SU-0I-0001 (10-08-08) 1. DETAILS "A' AND ' B" MAIM FRAME I-6fAY--" '''••.. NOTES: WDOD SIN �1) 1. 36' MAX. SINGLE STACKED FOR PREM �''''•a,,HOLLOW BLOCKS AT I -BEAMS. PIER CAPPED WiH SOL® COWQREIE---� ••,. 54' MAX. PIER BLOCK DRY STACKED ROCK (IBM. r 1HO() AT PERIMETER do MATING LINE. (PIER SYSTEMS ANY TALLER 8' X 8' X 16' mg WSW BLOCKS�, ••'•'''•,., MUST BE APPROVED BY A WM OPEN CELLS VOCAL = LICENSED ARCHITECT SEE TABLE I FOR PER FOOIER `c OR ENGINEER) SI}1NG AND SPACBIG = 2. MAXIMUM PIER/PAD PROJECTION: swallows (PAGE 11) SEE OTHER DETAILS (SEE SUW. -4A FOR 16 X 16 = e� 3. ALL PIERS MUST BE CENTERED PRECAST PffR PAD SPACDIG) ON FOOTERS MUST BE WITHIN 1/Y OF PLUMB PER 3285 STANDARDS. SEE NOTE �� 4. MARRIAGE WALL OPENING PIERS REMOff ORGANfC YATEWAL TO BE WITHIN 6' OF OPENING AND PLACE PAD � � ON EITHER SIDE OF COLUMN. AND P AM P 0 � LOCALSOIL (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED CODE REM1111S 15. SE NOTE 9 PIER FROM MEETING THIS, USE DETAIL 'A' pow yamm { y UP TO 28 X 28 FOOTER.) A DOUBLE STACKED PIER. GOOD ALLOW 500 BFAI 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.) SEE NOTE /3 THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED SWAB CAY RF�SIAN1)_ BY 4.(BUT -NOT LESS THAN Use 6. ALL FOOTING CONCRETE TO HAVE #11)� COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) CAPPED VIII SOA 7. PLACE 6 MIL POLY ON GROUND PRIOR CONCRETE BLOCX (1@L i Tf m TO POURING FOOTING CONCRETE:. (ALL SEAMS TO OVERLAP 12- MIN.) X B' X 16' MO MASONRY 8. PIERS SUPPORTING THE I —BEAMS ROCKS III11 OPEN CMS VERMAL TO BE WITHIN 24' OF BOTH ENDS TE-BOIW STRAPS ATTA - (SEE UN 11 FOR MAX PIER NEM AND NO MORE THAN 10' O.C. TO RIDGE BEAM Cmum ON - AND SAIL ABOVII 9. PIERS MAY BE OFFSET UP TO 6- E401 SEC= TO BE COIBffCi� - IN EITHER DIRECTION ALONG THE TD A DWBE HEADED ANOIOR - TARP FOR PER I —BEAMS TO ALLOW FOR PLUMBING, FOOTER Sly AND ELECTRICAL. ETC. SPACNG SPE EAMIS 10. FOOTING CONSTRUCTION MUST �� / (PA 10) COMPLY WITH LOCAL BUILDING CODES. SEE REMOVE ALL ORCANC MMERIAL 11. WOOD SHIMS. WHEN REQUIRED ARE TO D01!$LE HEADED ANCHOR AD PLACE PAD ON STABLE SOIL BE USED IN PAIRS INSTALLED IN BOA FROSR]!ff FIR I�CAI. OPPOSITE DIRECTIONS AND FITTED CODE TIGHT BETWEEN THE I —BEAM AND PIER / CAP. SHIMS MUST BE MIN. 4' LONG SEE KOIE P_ D�TALL 'B� SEE NOTE /2 BY 6' WIDE AND NO MORE THAN ( VnEs WIH MAX 1' IN THICKNESS ALLOYIABIE SOIL ®ApBEll6pppBpd p, DARL• A APPROVA 00 APPROVED BY No 484 ° e Revised ON Dec 17,2008 ° b INC. ° d TAT E OF FEDERAL MANUFACTURED HOME °° •� CONSTRUCTION AND SAFETY STANDARDS m ..0R10P•°'a��m le/A... y.. DUNN EIM DATE REV LETRJt JACOBSEN HOMES ► o.a 09-07-93 mmm. PROP(EETARI: AID am mmum DRAWNG TITLE: ■ r *B" [] VAY WS W OZOM MAMIWACRM DETAILS A & P.O. BOX 366 W. Sm unnu m Affm 10 TIE SAFELY HMW, RMIDA 3095 IEF m a7lit Sam I1ir5 AID MIST 6E DRAWQIG NID m 12-15-OB PHONE (727) 725-1138 I[rr MMM AW MET ICI MIRE I SU-01-0001.1 ( ) 2 Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Line for Homes Requiring Perimeter Supports [In Pounds) - ALL WINIMONES, ALL EXPOSLI RES, AND ALL FLOOR SYSTEMS LIDIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 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 ' 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing Is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi-sectlon 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 E44�'1 y� Fzde;al �lanuf�ctwed rn r Ho ie. 1"), •'hvcljon rda 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 4x4 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005,SU-0I-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. ����' PrGt G. �a������y �\\�CGG�STEgF.'fO P No. PE10505134 9 STATE OF ;'�41 IONAILq ����` f7�„"Il quell l {1 I I I I l t) A111t���, 15/6/2014 1 s SU-01-0001.2 . is+ �rra� r�-v •tn, Q. Fed r:1i 5••-t1!3Uk',l:%.:;(`(j Jacobsen Homes Footing Capacities B In. x 16 in. (single stack) pier 16 In. x 16 in. (double stack) pier Soil Minimum Minimum Bearing Footing Footing Unreinforced Unreinforced fapacitity Sire (in.) Area (in.") Maximum Footing cast-in•place Maximum Footing cast -in -place Ipsfl Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20.20 400 2,600 6 2,600 6 VI w O. 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O a-1 36 x 36 1,296 7,900 30 8,300 8 42 at 42 1,764 10,700 nmx . 30 30,700 10 48 x 48 2,304 13,100 not. 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 w � a 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 nox, 4 10 8,900 8 s-1 36.36 1,296 12,400 not• 4 10 12,600 8 42 x 42 1,764 16,500 n•tx 4 12 16,800 no4 4 30 48 x 48 2,304 21,200 nxt, 4 14 21,600 x•ro 4 12 16 x 16 256 3,400 6 3,400 6 H 20 x 20 400 5,3D0 6 5,300 6 CL O 24 it 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 now 4 10 11,900 8 N 36 x 36 1,296 16,700 Wore 4 15 16,900 x•t• 4 10 42 x 42 1,764 21,700 au 4 18 22,700 •t• 4 12 16 x 16 256 4,300 6 4,300 6 w ut a 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 nq• 4 8 9,700 6 to N 30 x 30 900 14,800 net• 4 10 15,000 8 36 x 36 1,296 20,700 n•a 4 12 21,4D0 not• 4 10 16 at 16 256 5,200 6 5,200 6 !Z 20 x 20 400 8,100 r•t• 4 8 8,100 6 O 24 x 24 576 11,5110 neex 4 10 11,700 6 +� o M1 30 x 30 900 17,8I0 n•v 4 11 18,300 on d - 36 x 36 1,296 25,400 nq. 4 14 25,900 r• 10 v� 16 x 16 256 7,000 6 7,000 6 N 20 x 20 400 10,800 nq• 4 8 10,900 6 ' O 0 24 a 24 576 15,500 nq• 4 10 15,600 8 30.30 1 900 23,300 • 12 24,200 Nqx 4 30 a 1. The footing sizes.shown are for square pads and are based on the area (in,z), shear and bending required for the loads shown. Other :onfigurations, such as rectangular or circular configurat'ons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the fooling is not less than the thickness of the footing. 2. The 61n. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The capacity values listed have been reduced by the dead goad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8.090 tbs. for 8 in. x 16 in. single stack block and 16,000 tbs. for 16 in. x 16 in. double stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity 'or single or double stack concrete black piers shown in footnote 4. 6. On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for maxnnuin capacity) and a douole stack block pier wdh interlocked blacks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the •naling line a single stack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the -rieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all sail types. ABS plastic footings (pads) shall only be used in accordance with the pad manufacturer's instructions and must be certified for use in the soil classification at the site, listed and tabled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH ]—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. ❑❑❑❑ JAC O B S E N HOMES rTO DRAWN BY: DATE REV. LETTER: TNESE SPEaFlCAnaNS AND oRAWNGs AID O.A. 06-06-94 ORIGINAL, PROPRIETARY, AND COIEIDENIIAL DRAWING TITLE: A ❑;;�P.O. BOX 368 MATERIALS OF JACOM MANUFAVURING MOBILE HOME SET—UP 2 IN SUCH MATERIALS ARE PROVW TO SAFETY HARBOR, FLORIDA 34695 REt>PW FOR SPECFIC PURPOSES AND MIST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IDPT ca►so®ERAI AND SECIU FROM OTTERS SU-01-0002 (09-30-08) 5 SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 f- SEE NOTE #2 NOTE #1 111110 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 2 1 IA5 5 V3 >- SEE NOTE #2 _ -SEE NOTE #4 ---� I NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑�❑ ORIGINAL, PROPRIETARY, AND CONFlOENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING _ ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01 -0003 6 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 SEE NOTE #2 I .....-SEE NOTE #4 --, - NOTE #5 NOTE #1 I' NOTE N O 3 SEE 4 2 T NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 I NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48° AND LARGER. I, (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE i, 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 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑�❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAMTNGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPENT FOR 7EC6IC PURPOSES AND LUST 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 ADD'L RE01'D PERIMETER BLOCKING - ALL FLOOR WIDTHS (ORS RLO[OIN6 d W AURMON i0 amER RLOOONG REOLI. m W MON MANUAL . ALL FLOOR MUM AND "M MnM RRRR� � RRRRRI L' i gym TYP. FRD:PLACEN DN .IDEWALL OR MARRIAGE WALL EHOST BEAM NOTE PERLIRED EI =NG REQURED AT 48' QC. MAX REFER TO SU-Oh0006 ANY Un TLB ANDIDR.HDWER AT MEWALL OR MARRIAGE WALL LINGER EACH UN OF ALL EXTERIOR DOORS LOCATED ON SIOEWALLS 2 OR MORE 461/2' VIEW F D REOLOlED AT EACH END AM BETWEEN EACH OPENING RED AREAS REQUIRE PIERS SPACED 64' O.C. MAX (Ir OR LESS IN DOM) EAOI ENO OF RECESSED AREAS REIN AREAS W/SCE BAY REM PIERS SPAM 6C O.C. MAX THIS ALSO APPLDO TO ALL ENOWALL DAY WWOOW. L aMW SUPPORTED BY A FRAME ME SEER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 61' QC. MAX . ��J1001 1 I cASInE:T. wLONG.mEWALL OR MARRIAGE WALL I (APPIlES TO BATH CABINETS RRO' OR GREATER N IENGTH) I (SALE BIApWG MAY ff USED FOR MULTIPLE �61/2' 11NDOYfS) I I • • SPE IAL BLOMNS NOTE FOR 15•-W' N1B49 UY)OE 9lbM FLOOR 6EMONS ONLY) PERIEIER UXING IS RREIRM (MARRIAGE AND MOW) S W ON ME 0 MAX SPAt7MC DAPIA APPROVAL• WE LEM! ELOOR SYSILII PRST (MEW 10 SLDE1M111 OR WINRRACE W 9M IIST&ING PE3tMM 11M X � � V I 9 �S � � 1N ADOUKK RiWW IEA M AS MUM ASK USE IC z W PH PADS MN O 2. LMW WOW LOW PB.EER MST CR VM U' OF TIE W OF lid MM UrAT® AT Ir QQ WM M � MAR 20 2014 0 1 omm Fm ME N AOortDN Ta ANY OIIOt ME1)IOD POTS & W WTW WE. 4. PDr O RWW f5 MR3O W WD 11E ROOKS ( & SR70) U IV QG MAX. a PedwW M.nnhchww m S FM USIM FUR PWDIER STIP W MUST K NSTUM WIN THE I= MOW MALA 1011E PUMS WL Q dSS.f+y v rL ON PBRIEEB MLOao(C IS RAW ANY W1NC LRIE 09 SPAN 96101N+W 10. KW HAVE INR1lIIF)UT PUS Md KM AT WK NP Ot OUT 114 WOE m a SP R NOTE • •. RIM TO SU-Oh00 i AID $)-OI-0005.2 FOR 2d FLOOR SOX JACOBSEN HOMES Mon aoncm nEX 91DWICATIOIb AM MUM AIE oRlM' PROPIEURY, AND COIFLQIML DRAIIN BY. O.A. 4-12-00 REv. IETiM)i LMtA*4 iRi.E ADDITIONAL BLOCKING P.O. BOAR ma SAFETYYEAR ORS' FLORIDA4695 wT SM A M PX W UW 70 W nc, s1Ia1 NA�I+YS ARE rRow®10 TIE W �� N VA10 W WI OHM SU-01-0005 03-19-14 ( ) (APPLICABLE TO ALL IMPERIAL AID gURO COTTAGES $TH 184' FLDOR WIDTHS -SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 x 16 PIER PAD 17 x 25 PIER PAD MIN. 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE MALL 48"/24" 64"/40" 64"/4T VAX LOAD INCLUDING PIER AND FOOTER 11 1778#{ 1 2667# 1 2950# "0 3 • , o f t STA E 1 : 4 s,0 ••AS • 40 • ••• ....••'�•� "e ALL POZONES. ALL EXPOSURES 20 PSF ROOF 10 PSF D.L C-FL- 89.01 - 89.03 APPROVED BY 0*0 ON May 07,2009 rNC.. FEDERAL MUFAcnmo NDfIE CONSTRUCRONAND SAFELY STANDARDS JAdOB9EN HOME rim" monde as � � fyl.T, °AEI 03-02-09 � �� �,sr��ovrT T+k _ P.0, 60X 368 sim� yufolks N ���00 PER. B; Odc�G REt�AREIiENTS SAFETY HARam rLORIDA 34695 TQ 11fiD0ltS Nb1 a ted PH" (n7) rl6-fl3e �w►s� oms SU-01-0005.1 9 PERIMETER BLOCKING FOR ISO" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS [19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING 15 REQUIRED 19113EWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16xIS PIER PADS MIN. ON 1000 P5F SOIL. (EXCEPT AS NOTED ON 5U-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE 5U-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFED N THE JACOBSEN HOMES SET-UP MANUAL 2 THE PRE -FABRICATED PER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PER CAPACITES SHOWN ABOVE 3. ALL OTHER REOUREMENTS ARE TO BE ADHERED TO AS SPEWED IN THE JAGOBSEN HOMES INSTALLATION INSTRUCTIONS. W 'n o MAR 19 2014 O O CL a Federal Manufacnred m QHome Coastruction O And Safety Standards JACOBSEN HOMES Noncl ,►M SPIMMIM AND MAO= ARE °RAN." .YOUNG °ATE 11-1s-20» REV: um` OMMA4 PROPwmff, AND COIFUENw DRAWING TITLE: as P.O. BOX 368 MATERIALS OF JAB MANFADMING NC. SUCH MATERIALS ARE PROVIDED TO 79 PERIMETER BLOCKING IMP -DC SAFETY' HARBOR, (OR) FLORIDA26-138 95 RE T COFOR MM AND C P�� t� 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 b, FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES P.O. BOX 365 SAFETY HARBOR, FLORIDA 34695 Ll=PHONE (727) 726-1138 NOTICR THIN SPECi1CA = AND DRAY ARE ORMAL PROPAETARY. AID Ca MWK YA7MAIS OF AACOM MAMFAC14M NIG SM MA7EUS AM PROM 70 71E IECPW FIX SPIXI c FIIV S AM MW K IOYT COIF10 w AIO SmEf mw om ii COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT h, THE MARRIAGE LINE) d M.T. DATE 05-20-06 � Lum BLOCKING (PIER) LABELS B ' Nth SU-01-0006 -12) ADDITIONAL RECESSED PORCH BLOCKING (ms mmu is N ADD1u m mu "m N nos MANUAL) . 61• MAX 61• IIAX USE DEDI r OttY so gI1A1m IS BN FLOOR JOIST SEE OEM A' SEE DEiAL '8� D1RECILY on Pon POST Al 81 TYP. RECESSED PORCH FXIERIOR MIALL EXIERIOB Maul AM 1—M W ER Ex1ER10R HALL Re PER I�ER ADDED �1"El'PORCH REOW 1 SPA® 64v QC' MAX PER UNDER AM i-PFAY (AND PIERS AT PORCH POSIs) AS SHOW 64' O.C. MAX PIER SPAaNG AT IFAWGEWYALL NOTE BtSTANCE BMW EOCE OF PIER AND mm of PORCH POST TYP FORW POST -MAY NOT EKED DEPIN OF 7YP. PORCH POST FLOOR JOIST (51/7) 51 MAX TYP. PORCH FLOORK W. Pon MORK PORCH AM Aw PORCH FLOOR JOIST DOUBLE RICH FERl11ETER RAIL DOUBLE PORCH PEBDIETER RAIL "� (2) 2 x 6 PT x 1r' MN rl 2 x 6 Pi x le' IDL 1YP. lE-DOrAI S1RAPD KrM 2TI?. 11E-oow S1RAPFLJnsR(SEE Onb DETAILS) PORCH FLOOR JOI515 (SEE 01HER DETAILS)lYP. PER (a' X 6• X 16') (a' z a' X 161 16• x 16' MOL PIER PAD 16 x 16• UK PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW Bl DYP. PORCH POST TYP. PORCH POST /HOLE: DSIMCE BEIMEEH EDGE OF TV. PORCH FLOORDIG _ Do. PORCH ROOM 51/2' i PER AND EOM OF PORCH FOST POU FLOOR JOr57 POO FLOOR JOST MAY NOT EICEFD 51/2• (2) 216 PT x 16'•iMl! (2) 2 X 6 PT x is- o , If-m 5IMP BRIDGED BMW 2 OW D k MEEK 2 SEE ORIER DETAILS) PORCH FLOOR JOISTS PORCH FLOOR JOW LONGITUDINAL VIEW A2 IDNGI1l MAL. VIEW B2 DETAIL 'A' _Ra„,E„s,,DETAIL 'B' NOTE:' 'a�, •''(iF1C�E'' �Ciyair NDIM L AOd11 K& IILOdmrl; RE0IJRED AS 0010 ABOVE (USE le X 16' PIfA PADS ON 1000 PSf SOL WACID) " 2.L=IE 8LWW UNDER PERIKER JUST OR WIMP 31/2r OF 00 OF 16• QC. • l PtRIE1ER elDdmu is REQUIRED WUR FORM AT EACH POST (61• Dt VAX) Ar �Q ! 6. AMH OK SLOCIMA RED F EOURED AS vl=lED WE LWER CENIER OF ADOBEAN ♦ : .. � A t 0 (64' QG YAIE) S SEE OD101 DETAIS FOR OREFI REOLVW GLOOM LWATO S • E�1 '•.;cam O p.10p:� `,4;�� 6 A00ED 1-BEAM AT FOU/1 X UnN MALL MAY Off PER IN98 FROM MAIN ROUSE 1-BEAY ; �I�``t �t;` `�'\►S's� NOYlC& =i CiIA._ 1: JACOBSEN HOMES »E W" •m o M F DRAIMIUMS of 44CO 11 ++� nnc P.q sox 368 W. m M im" Ali mw m® m m SAFETY HARBOR. FLORIDA 3"95 NRfw m 9Ov10 RE9'm AIE1 mw N DRAWJO NUMBER PHONE (813) n6-1135 EQl f Odf1�MMt AIEi >D�i R= Q*m 12 APPROVED BY Dec 13,2006 INC. FEDEWLL MAIIUF�CFUIED MOVE coMsrRurna�.eo S�FE71 srwaAaos 1 SU-01-0007 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package, for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor'of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 ���;ttttor►si��� �e DDFO John C. Doeden PE . * ; • 45484 15133 CR 22 Goshen, IN 46528 Phone: (574) 825-766a 0 %STATE 0F . 'Q .� 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN UEU OF 'FOURTH WALL CONSTRUCTION') STRUCTURE ATTACHMENT INSTALLED ON —SITE BY OTHERS —AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON —SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PAR-TIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 RFF. CALCS NOTES: ,=s :��C�.,`�� 1. HOST BEAN IWALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT:-�y�;i !� 20' WIDE MAX IYWO ZONE 2 OR I2.)WH Ems. B SITES. _ = 16' WIDE MAX WIND ZONE 3 OR 140UPH EXP. 8 SITES 2. MIN. BRACKET LOAD .CAPAaTY FOR VERTICAL BE -DOWNS S 2450l WIND ZONE Z 29601 WIND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. Op 01- 4. 48'. O.C. PERIMETER BL00(NG REOLIRED ON HOST BEAM SIDE OF HOUSE �U�, • �.... xO."Ce rrr JACOBSEN HOMES >� vc w AM CRT9IAI. PRpiCET W., AID cmfmTIAL P.O. Box 368 of N MA WAeVJM 91 IC SM ttI MMU AM FRONDED • to lK SAFETY HARBOR. FLORIDA 34695 IllOart lot ywc rim= AN a" SE PHONE (727) 726-1136 . loot Do9NDIftiE — — tttor �D�f 14 ALSO MEETS ININDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY ON Jan 20,200 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS D.M.T. I -­- 01-10-07 ATT. TO HOST BEAM SU-01-000B to BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT BLOCKING PIER MAIN I —BEAM HEADER 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 7 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 (184f) WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑❑❑❑ JACOBSEN HOMES THEW SPECIFIGnaFsi� DRAWNNS ARE DRAWN BY: D.M.T. uATE. 10-10-08, LETTER: ORIGINAL. PROPRIETARY, AND CORFMITIAL DRAWING TITLE. �[__]EtJEJEJ P.O. BOX 368 MAIMALS OF JACOBSEN MANUFAOTURINO INC SUCH MATONS ARE PRGwEn m THE MP. BLOCKING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 fEMW FOR SPECFIO PlINO AND WST BE KEPT ODMRDF W AID mu FROM OIFERS DRAWING NUMBER: SU-01-0009 is 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184' WADE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS a"TYP 7. 0R 8" TYP 30' MAX � _� (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 CONCRETE FOOTING d� 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONIC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE ill 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. p REF. CALCS. C'. I-V � — l/ 67j1 Cl, S, 9 2 �gttunwrrgrr� NOTES EN ........ .• fit` ��,, DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND -`G�STERFO`� ;'�� NO. APPROVED BY SPACINGS. 910334 2 START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF 1HE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART * - IN14 ABOVE FOR FULL LENGTH OF HOME 3. SEE OTHER AND MAXIMUM OPENINGS ! P.� �•� •••'•N INC. DETAILS FOR PIER REOUREMENTS A FEDERALMANUFAGTUREOHOME AT MA11NG UNE OF MULTIPLE WIDE HOMES. 4. REOUREMENTS. �� .• i��ij+s' �TRUC, j�� SEE OTHER DETAILS FOR TIE -DOWN 'JJ3'ARDS JACOBSEN HOMES N [C A nSESE sPEaFlcAnaNs N oRAWm ARE AWN BY: M T DATE 2-8-99 , REV. LETTER HE P.O. BOX 368 t7RxpNAI. R"MTAU. Afro OWULNUAL MATEMALS OF .MCOM MAMUFACMNIC D+c SUCH MAXIMS ARE FRONDED M THE DRAWING TITLE 16" x 16" PIER SPACING D u SAFETY HARBOR, FLORIDA 34695 FMCF&T Fat 91= f11RPOSES AND MUST BE DRAWING NUMBER PHONE (727) 726-1138 KO CO W MRAL AND SECIV MU OMIM SU-01-0020 17 ALTERNATE MAIN BEAIV,t PIER (ir x Ir x 16' " Cd(fIiETE jlAsoO US) (V V iTAR OR OUT REO(M) AFRO te,, e' x It x le MLO* Cokmm GLUX IS qt* r�is�► ii�D TaR � HE lHIa 4 x SIZE a 1 (SEEPER _ i L OFTSETS THE TOP TO TxE le BOit OF u m 40T Ex®1/% SATED LUR (SEE 1101E Ati) - C ° ®®FQ ®� x E� TM 6PFA* cEumLs� �IArnnacs GLE STACK BLOCK PIER AR TO VC I`°AiS+�,,F�'i� Y� BE No 45484 a i�BS A>t; CAAPAOTY-SSEE 1A � 0 to TAI o z o ® S A 5x Ir x 16' KUO# CADIETE BLOODS RE H * aoe:oo R`, O`A��`O®Ir �t�0� 9�S 1� '01Y A a� e°®e®® ES TAEA�If RE `TAgT1 4(x91 98 e T xORQQ11iAl OFFSETS 0 NOT i QF Or THE PIER ,A� T Ex® Ift. PIER CAPPED0011(2ETE 4' ixtpr IMAM u& (SXEEPRES�JRE ifOiE 15) If x 8' x 16' MO VASO*Y ELM Of OPEN CBLS %fRnk DOUBLE STACK BLOCK PIER 140 A CAPACITY (SEE NOTE 0 A 11) FLOOR WIDTH MAX. MAXIMUM I —BEN PIER SPACING (CONTROLLED BY PIER LOAD CAPAOTIES) 4$" O.C. 72" O.C. 96" O.C. 120" O.C. me *DE FLOOR 2428 LBS. 34M In 4548 LB& 5508 LB& 160" *VE FLOOR 2661 LB& 3838 LBS, 5014 LEM 6191 LBS. 19C *DE BOOR 2961 LBS. 4288 LOS, 5615 In 6941 LBS. PIER LOADS INCLUDE WE16HT OF PIER UP TO 2500 - ADD DIFFERENCE %HEN PIER �MHT IS GREATER. NOTEt UKIT #DTHS NCLUDES A 6' OWRHANG 04 BOTH- SIDE'S VA" (CHECK PIER PAD LOAD CAPACITIES BASED ON SORE BEARING PSF) L SU-01-OiM FOR PER SPA00 LIEN 16' x le PIER PADS, I: L*G le x it VIER PPAADS OM T C*XTE nR;YEIY ISi BE LISTED Alp CER11F1ED TO EX= OR BE PIER CAPAOTT. 2. IPA U* PIER PADS THEY MUST BE LISTED ✓! CERF0 TO EOZED OR EOUAI 04 PO CAPACIM .i START I -BEAM PIER SPAOO 24' FROM EACH END OF THE H AT EACH I -BEAD Alp VAIAW sPAoyG Al THE CHART ABOVE FOR FULL LEIIGTH OF Ht 4. A4y PER xDG+RTS ABOVE Of VbST BE OMOp BY A P.E. OR AW81ECL 5. CAAPS WST BE S41E Ld1GTH AND #DTH AS THE PIERS C4 REY REST, 6 BE LM YO FU PLATES R�c y�ERnCA�GAP�S�2 OR 4 rjpl kd�fAl Sa,D cOI�iETE moDc VAY ONWONE 01 (110 VPH) ALL EXPOSURES 20 PSF ROOF 10 PSF ML. APPROVED BY INRevised Oct 17,2008 P�l INC. FEDERAL NUiIIUFACNRFD MORE CONSTRUCTION AND SAFETY STANDARDS JAMBSEN HOMES � � °� A 0 A 2-8-99 1G nnE� P.O. Box 368 �'E00 ALT. MAIN BEAM PIERS B SAFETY (�a» FLORIDA38 m I meks DRI"c SU-01-0021 (10-08-08) 18 u w MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR,' FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 19 DRAWN BY: DATE: B.E.M. I 2-11-99 DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU-01-0022 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR. 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR•. 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" AKIN. PIER CAPACITY 1778 LBS 2667 LBS 3556 LBS 4444 LBS 5333 LEIS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* ( MIN. 342 1/4 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE a4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.• 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR*o 37" 58 1/2" 79. 1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: °��. •''-, DAPIA APPROVAL: /sEE CRV S 1. PRE -FABRICATED ;"tip �.n,^ i::. , Cc- rY- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PER THE Z`7"`��"' APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED MEET THE MINIMUM _. �Q " MANUFACTURERS INSTALLATION INSTRUCTIONS AND PIER CAPACITIES SHOWN ABOVE. �� •� �s Aj fr :'tom A?' }1Y1 OCT i Y 27 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .+ HOMES INSTALLATION INSTRUCTIONS. ',•,v�C��•!;` :,,i ::' NIP INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10- OR 12" I-BEAMS(24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME rnNSTAtIC71ON AND SAFETY STANDARUS O JACOBSEN HOMES NOTICE: THESE SPECIi1CAnoNS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-Ot 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 _ „ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROMDEO TO THE RECIRENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-01-0023 - 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE a4 184" WIDE FLOOR** 43' 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR* 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE k4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE a4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 94" 119" SEE NOTE N4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 111 CONCRETE EN PR[ �ryy + 4 .�........ F '�i, DAPIA APPROVAL: C. GgCc. PG,1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. • �Q• cc . 1•Q�� 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE • 9103. =APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM .�. �"'� *'"'''�➢ PIER CAPACITIES SHOWN ABOVE. OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t ` f t% OCT 1 3. ALL •4C HOMES INSTALLATION INSTRUCTIONS._ FOR UNITS WITH 10' OR �•'•T� •A:'•1 ��"' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' , •� �` , 12" I -BEAMS (24' MAX. FROM ENDS). EOERAL MANUFACTURED HOM11E "DALE: JACOBSEN HOMES NOTICE: ' THESE SPECIFICATIONS ANlI0N5 AND DRAWINGS ARE a BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18" X 22" & 20" PIER PAD SPACING P.O. BOX 368 ORIGNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF KCOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFEPHONE(813)F726 113IDA 84695 KEPPT �iNFl�l ANDPSECRET UiPoEESA�YTHERS. 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* ( MIN. '432 7/8 SQ. INa 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 14 SEE NOTE #4 144" WIDE FLOOR. 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 47 1/2• 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10.516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-* 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14.000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES.��at 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN OV ,��<� '!y� �4: C1Q.•• G (� DAPIA APPROVAL: CkcGS, P&- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. :•q`O i�0. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334PPROVED ; BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �.�m _= PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN '� : SJ• TAT�FiDERALRED OC1 i 1 INSTALLATION INSTRUCTIONS �Q�•. HOMES MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS WITH 10" OR •• Q plat"., !Z`z'.'� �.(� • INC. 4. s 12• I -BEAMS (24" MAX. FROM ENDS). HDA1E •VJDARPS JACOBSEN HOMES NOTICE: THESE SPEarICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. TE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 17 X 15 do 24" PIER PAD SPACING Ng P.O. BOX 36B ORIGINAL PROPRIETARY, AND CONRDENTIAL OF JACOBSENLSARE RODED MANUFACTURING TOE INC. SUCH MAMMALS _ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REWNTFOR SERFICPW OOgSNA DDWS K KEPI 000DENRAL AND SECREI FROM DRERS. AWING NUMBER: SU-01-0025 22 26" X 26" PIER FOOTER SPACINGS* MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 96 1/2" SEE NOTE p4 SEE NOTE y4 SEE NOTE y4 SEE NOTE N4 SEE NOTE #4 160" WIDE FLOOR** 87fi1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE b4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE N4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS MATH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: USED AS AN ALTERNATE TO THE CONCRETE EN A OV L•, Ai •- �!•. kQc •, ;, DA APPROVAL: AP 1. PRE -FABRICATED PIER PADS MAY BE SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ��� .''G No G-TY- FOOTINGS ;'�� 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE THE MINIMUM 910334 S APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET ^,N Z PIER CAPACITIES SHOWN ABOVE. THE JACOBSEN ATE '. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN •Q Fes. Uy1 OCTHONES INSTALLATION INSTRUCTIONS. k� 4. MAX. PIER SPACING 8' FOR UNITS WITH T I -BEAMS / 10' FOR UNITS WITH 10' OR �(' INC. 12' I -BEAUS (24' MAX. FROM ENDS). / FFIF ! + IF r cn JACOBSEN HOMES H0T1 THESE SPECIFICATIONS AND No DRAWINGS ARE 'DRAWN BY: D.M.T. DFQ,rySTRUGTION f 1 09-22-0122-01 Y V1 DRAWING TITLE: 26' PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS INC. SUCH MATERIALS 4PROV� TOTHEPRE-FAB. DRAWING NUMBER: SU-01-0026 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MST BE KEPT CONFDENTAL AND SECRET FROM OWXRS. 11 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WDE FLOOR** 58" 89" 120"*** 120"*a 120"*** 120"a* 144' WIDE FLOOR** we 76' 103"*** 120"*** 120"*** 120"*** 160" WIDE FLOOR** 45" 69 1/2" 94' 118"*** 120**** 120°*n 164" WIDE FLOOR- 40" 61' 83" low*** 120"**$ 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS, 6493 LBS. 7792 LBS. 9090 LEIS, NOTE: UNIT WIDTHS WITH Its INCLUDES A 6" OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PH PAD (CORNERS MAY IF- ROUNDED) TYPICAL PER FRANE I -BEAN ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD C' Do o.-® REF. CALC. PG. e®a®e E 41 t oms C-SU - 19.01 000°'ae-��C NOTES: • y� a o ;� ° A DAPU1 APPROVAL• 1. PRE -FABRICATED PIERS MAY BE USED AS AN AL1ERNA1E TO THE CONCRE ° SPECIFIED IN THE JACOM HOMES SET-UP MANUAL b • APPROVED BY 2 THE PRE-FABRCATED PIER PADS ARE TO BE INSTMM PER THE m ° , - n T r :, FL o , � MANUFACTURER$ INSTALLATION INSTRUCTN111S AND MEET THE MINIMUM ®o Q e S1 %; r;• ®�1/ ON me PIER CAPACITIES SHOWN ABOVE e 0 '� •� o �• Dec 04,2009 INC. �� 3 ALL OTHER REQUIREMBNiS ARE TO BE ADHERED TO AS SPETSFim IN THE JACOBSEN o� S • • �%p ee ®eppS/ N O iN�ER FEDERAL MANUFACTURED HOME consmucrRanallosaFEnsranoaRos �NG �,BBq 4 Man B' FOR UMON NITS 8` F-BEAMS 10' FOR UNI75 VB1FI Id* OR tpl 12" I -BEAUS. (24" MA1L FROM ENDS-UsE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48. O.C.Q. JACOBSEN HOMES xoa „� 1�,f�,� m� An DRAWN BY: M.T. DATE: 11-23-09 REV. LEVER: DRATaxc nTL�: 17 X 22" PIER SPACING rrvo P.O. BOX 368 P M Arm oox�Danul � of NN MAN= IE — SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 70 OJG 6Udl WIERIAIS ARE FRONDED TO TIE RZ 0U NS 11EIlM RTN VWFE Rff= AND WS1IN: IM OQIHDOM MD SO FM ORS DRAWING NUMBER: $�-01-002% 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 27081bs. 3428lbs. 41481bs. 48681bs. 55881bs. 63081bs. LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A CAPACITY PSF 409 sq. in. 519 sq. in. 628 sq. in. 737 sq._ in. 847 sq. in. 956 sq. in. �r 1000 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 LID 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 IDS. MIN. PIER CAP. LOAD SPANS ® . w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1a CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 2000 214 sq. in. 272 sq. in. 329 sq: in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 1356 sq. in. 402 sq. in. C\2 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1a CAPACITY PSF 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1000 - 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CID 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. WINDZONE III `Y' MIN. PIER CAP. ALL MPH) ALL EXPOSUR 3375 lbs 4295.Ibs 5215 Ibs 6135 lbs 7055Ibs 7975 Ibs 20 PSF ROOF 10 PSF D.L. NOTES: SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES OSEE NOTES: (1). 0 , AND ( UNDER TABLE I, PACE SU-01-0040. OS FOR ALL UNIT WIDTHS USE 177 sq/h PIER FOOTER UNDER SIDEWALL OPENINGS, THAT ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOU. BEARING REO D) 0 FOR PROPER LOAD SPANS SEE SU-03-0001. (*LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) QS CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR STE OR 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 •�� VP•' ('GIST ER ' Fie' �'. No. Fo' 910334 STATE OF.?�W NOTICE THESE SPECIFICATIONS AND DRAWINGS ORICINAL. PROPR[TARY. AND CCINFWTIAL MATERIALS OF A WCOSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONOEO TO TIN: RECIPIENT FOR SPECEIC FURFW AID MIST BE KEPT CONFDER UX W SECRET ERW OTHERS 25 B.E.M. APPROVED BY IN'llINC. FEDERAL MANUFACTURED HOME CONSTRUCKIM ND SAFELY STNW= MAR 0 1 1999 DATE 2-6-99 REv. Lm )07ER SIZING CHART n RR. WALL OPENINGS SU-01-0030 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDF WTT)TT-T VAUT'kfTTT r ni n PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. X-O" MAXIMUM FROM EACH END AND 8'-0" ON CENTER MAXIMUM 1000 1500 655 437 (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 n n PIER SPACING SOIL BEARING PSF CAPACITY O2 © 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 Y87 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 n 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 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Qi ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-WA-25-101- 95-102- r;,,; y tUVAST/I �y -,,,, No. a 910334 :* f TAT.FF Or- JACOBSEN HOMES NOS AN RE ARE THESE SPECIFICATIONS AND DRAWINGS A OR,aNAL. PROPRIETARY, AND CatFWUAL P.O. 80X J68 MATERIALS OF 4UMBSEN MANUFACTURING „ SAFETY HARBOR, FLORIDA 34695 ING SUGH MATERIALS ARE PROMM TO THE RECPIENT FOR SUM POIBM AND MUST BE PHONE (727) 726-1138 KEPT CDNRDE M AND SECRET FROM OTHERS M.T, DAPIA APPROVAL APPROVED BY I ol� INC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 DATE 2-8-99 1 REV. LETTER: SPECS CHART A SU-Ot-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAYANGS ARE DRAWN BY: S A DATE: 8-6-94 ' REY. LETTER; Nollmc ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE• COLUMN SUPPORT SPANS P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE. KEPT CONFIDENTIAL AND SECRET FROM OTHERS: DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR HOME Is EQUIPPED WITH A FACTORY INSTALLED MATE LINE QASKET. 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) TEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES NOTICEk ,� 9 t�IM AM WAYM ARE GIMM. PRWWARY, AM CONitOQTK �m � DRAWN BY: M.T. DAIS 12-22-94 REV. LETTER: A DRAVANG TITLE SET UP NOTES NE P.O. BOX 368 SSKH T AM FR DRAWING NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 Rif>PE1 I FOR 9WX INJIM E5 AID MIST BE o2—t2 ae PHONE (727) 726-11M KE" cmfo m& AD mu nm oOtFm zap EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦♦ I I ♦♦ I I ♦ i♦ I I I I I I ♦ "IIII. ♦ I +nln ♦ •tlnn ♦ �,• 4b 4t, np4. alpli. I �Ihn. tlln,. •AIII� I - 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.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE .FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. E-10=11 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY; S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑„❑ P.O. Box 3se MATERIALS OF JACDBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE EXTERIOR ROOFING CLOSE—UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B , RECIPIENT FOR SPECIFIC PURPDgs AND MUST BE KEPT CONFTIAL AND SECRET FROM OTHERS DDI DRAWING NUMBER: SU-05-001 O .. 29 SHINGLE INSTALLATION SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF. A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. -2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ooNo JACOBSEN HOMES ❑"❑ P.O. BOX 368. 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 III I' EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE zl__ t---= SOFFIT MATERIAL I FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. -7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑.❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 34695 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MAILVALS ARE FRONDED Tp 1HE EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU—O5-OOZO ❑❑❑❑ SAFETY HARBOR, FLORIDA PHONE (727) 726-1138. RECIPIENT FOR 7W n1�0i3 AID,N T BE KEPT CONFIDIIIAL AID SEW R M'OTHERS 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 WADE 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. J AC 0 B S E N HOMES NOTICE: DRAM BY- DATE REV. LETTER: THESE SPECIFICATIONS AND DRAxaIGs ARE O.A. 06-06-94 ORMINA4 PROPMETARY, AND COWMIIAL DRAWING TITLE P.O. BOX 368 MATERIALS OF JACOMEN MANUFACTURING EXTERIOR SIDING APPLICATION INC. SUCH MATERALS ARE PROYM TO THE SAFETYONE HARBOR. FLORIDA138�95 KEPT�Tca1 Om w+a OU FAND ROM o�nMxffs DRAWING NUMBER: SU-05-0030 (09-30-08 ) 32 MOBILE HOME SET-UP./CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS --------Lill SITE INSTALLED EXTERIOR SIDING I I I� MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑.❑ Dior[] ❑❑❑❑ JACOBSEN HOMES P.O. eox 36e SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: , ' DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 APPROVED BY JUL. 1INtl 3 1 1 (NC. _ �I �TPtLL�T101J �t1�Cc4 vlr,:vl,�l�lw�l �J p ' ��,c,-� '� • 5T-�,$�r�11�C� Mlle I - - - I i 1- � 1 1 � • . �- iloC�� xy1c1[�tza��tJ X 1 ` e.r_ Itlim -5 u - f � SUKOF ?x $` V • -,TL I b'ol�c �!°{IN) �` j��'ViNit~StDnr� INSrx1-.r4itOel Z7NE 2 jw CA APPROVED By - N 0 oor JUL 1 3 10 94 INC - .",:M t4tvml.Ifqeo t -4Ii - ' C-,A.;K-Yl irp&A xr)w x I O.Zc ALA- v4o H! - pm ?4 \AO 1— lrlrplr-� WITH A. 1-1.114 FA'-Tsi. rZ X 2 YZI 1-5 Rev. MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY' THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL. SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 ❑❑❑❑ SAFEPHONER(OR,1F7261DA384695 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: DATE: S.A. 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 MOBILE HOME SET—UP ENWNs THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME U FO IS DESIGNED PROTECT HURRICANE FROM BOTH TYPES OF WIND OFORCES.OW OUR RECOMMENDATIONS YOU WILL IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE' CAPABLE OF 3.150 POUNDS AND SHISTING ALL BE CAPABLE OF WITHSTANDING ALLOWABLE WORKING A A 0 D EQUAL PERCENT OVERLOAD OR G(4.725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EOUIPMENT— (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT PROVIDE AT LEAST EQUIVALENT TO THD BY A COATING OF ZINC ON STEEEELL ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS: CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANOR CHORING NOTE' THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND M0� 'SUCE' 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. AUGERRE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PF THE ULL. THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PTME ATNCH MOBILE HOME ON THE LOT. OR CMUST B PLAEMENTO LISTED IF VERTICAL ANCHORS ARE DESIRED. FOR USE �RTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY IN4INC UL 10 FUM cm as THE HOME Y. ISCAUTION: D NOT APPOLI NOT PRETENSION . D TO TIE —DOWNS TALTERNA LTY ON OPPOSITE SIDE OF THE HOME M YL BE I ON PULLED IS OFF THE SUPPORTS. ....,..,� • f .i ♦ %i ... v r. _N arl 6-6-94 SU-47-0001. 37 h 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. NI oI DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 7-20-94 ntv. LLIILK: DRAWING TITLE: TIE -DOWN STRAPS ❑1"❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-07-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. �L 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: ___� 1\/\L- CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 NO. 1 NO. 1 I NO. 6 200 2 NO. 2 0 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑❑❑❑ JACOBSEN HOMES NOTICE: DRANN BY: DATE REv. LETTER: TNFSE sPEChICAnaNS AM DRAWINGS AM B.C.K. 03-30-12 , ❑❑■❑ CPoGINAL. PROPRIETARY. AND CONRMTI . DRANING TITLE: B ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MAWFACTURNG SET-UP/ELECTRICAL u INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY PHONE (813) 726-113FLORIDA 84695 KEPT 00 CAND SE FROM O SOT BE DRAINING NUMBER: SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ bE]Etll--]El JACOBSEN HOMES P.O. P.O. BOX FLORIDAINC. SAFETY HARBOR, ORI34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING SUCH MATERIALS ARE PROVDED TO THE RECt w FOR WWC PURPOSES AND MUST BE IVT COFDENTIAL AND SEM FROM OTHERS. DRAWN BY: D.M.T. DATE 05-25-06 REV LETTER: (09-29-08) DRAWING TITLE:- ELECTRICAL CROSS -OVER DRAWING NUMBER: SU-09-0010 40 MOBILE HOME SET-UP/ELECTRICAL WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPERS"J L-APPROVED GROUNDING TERMINAL. BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRANINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL JACOBSEN MANUFACTURING Unhnn DI. S.A. vlic. 6-6-94 �.. u •u•• DRAWING TITLE: ❑,F❑ P.O. BOX 368 MATERIALS OF INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIEHT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX I BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D ❑ ❑S.A. 6-6-,94 - ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: j ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0030 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TESTIS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN. TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS .REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. N ❑ JA JACOBSEN HOMES P.O. BOX 368 ❑�SAFETY P HONER 727 7 6—D1138 95 NOTICEk DRAWN BY: DAIS REV. LETRIt THESE sPE RATIONS AND DRAB ARE D.M.T. 3-22-95 MWN. PRO WARY AND ColefMTK DRAWING TITLE MATERIALS OF JACOBSEN YANLIFACTLMG INC. SuaH MATIM" AK ExowEn TO THE PLUMB. CON. do GAS MST W#MMMm MW" lm DRAWING NUYBEIt SU-11-00Q1 (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) UN11L WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: . 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JAC 0 B S E N HOMES INESE sPECFlCAnNOTICE: aNs AND DRAwwGs ARE ORIGINAL. PROPRETARY, AND Cowiam IAL DRANK BY: D.M.T. DATE 09-29-08 REV. U TIER: — DRAWING 11TLE: ❑❑�� P.O. BOX 368 MAIERIALS OF JACOBSEN MANUFACTURING W_ SUCH MAIMS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 AE mw FOR SPEOFlC PURPOSES AND Om BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CXIDENTUIL AND SECALT FROM ORHFRS. SU-11-0002 i 44 a. MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING �vl DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL 'SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP 0 - 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAN1NCS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SET-UP KIT, PL. FITTINGS �;;� ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS " DRAWING NUMBER: SU-11-001 O Am 6 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTEDr'� (1) FIXTURE DRAIN W.C. DROP 3"// 2" ALT. �NTED DROPW C 3" 3 D / / INDICATES BOTTOM 3" / 3.. OF HOME 1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT D UNVENTED / CONNECTION) W.C. DROP / / 1 1/2" / 3" / O / 3" 3" 3' 3., sue- MINIMUM SLOPE 3" / / 1/8" PER FT. / WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT 3" TO ON SITE DRAIN CONNECTION TYPICAL 2" DROP / / 2" 3 2" OA TYPICAL 3" O 1 1/2" DROP OB / / / 1 1/2" 1 1 /2" a f INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" k 1/4" PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE AO VERT. TO HORIZ. (LONG TURN TY OR COMB. Y h 1/8 BEND) BO HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) DO VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / / 3/4" DROP / SECTION / 3/4" ELL / / �3/4" THREADED INLET / / 3/4" TEE AND 3/4" THREADED 3/4" ELT_ FRESH WATER INLET FOR 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 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES PI UMBING IN MORE SHOWN. THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE S.A. 6-6-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑❑�❑ MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRONGED 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-1I-0005 A 46 WATER LINE CROSS -OVER NILI\ """ ""' EE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED J AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS, 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1° X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPEOFICA71ONS AND DRAWINGS ARE C.L.Y. 10-23-95 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: n ❑„❑ P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER '/-1\ INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0020' Cfl MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP REDUCER "Y-�/ FITTING TYPICAL SUPPLY DROP 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 I 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. REV. LETTER: ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THEW SPEgFlCAIIONS AND DRAYANGS ARE DRAWN BY: O.A. DATE 06-06-94 ORIGINAL, POFJA OBSEARY, AND UFACT PINGTIAL OF d11COBSEN MANUFACTURING//�`P.O. DRAWING TITLEnMATERIALS DOUBLE WIDE A.C. CONNECTIONSSAFETY bomtl BOX 368 HARBOR, FLORIDA 34695 INC. SUCH MATERALS ARE PROVIDED TO THE RECIPIENT FOR SPECFIC PURPOSES AND MUST BE DRAWING NUMBER:SU-�3-0001 PHONE (727) 726-1138 KEPT CCNF1DWAL AND SECRET FIN OHM 09-30-08 ) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION !!!� FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW ���jY1J -A-A B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET ZE 44 OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE . AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A)- FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BandCE FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE LIMITATIONS FOR CONNECTING PLASTIC CLAMPS** SPLICING A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. D) PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. A) BUTT TWO CORES TOGETHER ON. A'SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ►► PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF. PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAX7NCS AREF)-6-94❑■ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURINGP.O. DRAWING TITLE: L0000]] „ BOX -368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PRONGED TO THEMOBILE HOME SET-UP DUCTWORK ❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFlC PURPMS AND MUST BE DRAWING NUMBER:SU—)3-001O PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 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. (STALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRABINGS ARE R.R. 01-21-00 A ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX MATERIALS OF JACOBSEN MANUFACTURING 368 ❑„� INC. SUCH'MATERIALS ARE PROVIDED TO THE ELECT. CLOTHES DRYER 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-15-0001 50 ,.. SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN-- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yD.C. MAX.` �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. n-N (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE i USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ �E]EtIEJEJ JACOBSEN HOMES P.O. BOX 368 SAFETYHONER 727 70 -1138 95 ( > NOSAND THESE sPEaFICAnGRLD Dw►wr+cs ARE ORfWA4 PROPRETARY, PM CONFIDENTIAL MATERIALS OF JACOMEN MAL UFACTLATLNG W, SUai MATERIALS ARE PRROVDED TO TIE � AND � � H ��� M.T. 03-08-07 T. ���� GRANiNG nnE. W/H PAN DRAIN pRA►MNG NUMBER SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH .THE HOME AND MUSTC BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT f VENT CAP 0000 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: 0„0 P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING 0000 SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-15-0002 PHONE (727) 726-113B 52 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. I DATE: 10-31-01 REV. LETTER: DRAWING TITLE: BOTTOM BOARD P-TRAP ACCESS ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS of JAC08SEN MANUFACTURING B P.O. BOX 368 INC. SUCH MATERIALS ARE PROWDED TO THE DRAWING NUMBER: SU-1 rJ-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REWINT FOR 9ECf1C PIIRPm AND MUSE BE WT OWUNTIAL AND SECRET FROM 01HM (1 O-OS-OS m AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I DUCTS SHALL BE MADE PER OTHER DETAILS. 00 I 00 I CEILING BOARD L--- I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) A SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW ❑ JACOBSEN HOMES NOTICE DRAWN UroA1E REV. LiT1ER� THESE SPEOFlGTIONS AND DRANIHGS ARE C.L.Y. 3-21-95 ❑„� ORIGINAL. PROPRIETARY, AND ON UtHIIAI. DRAWING 11 P.O. BOX 368 MATERIALS OF JACOM MANUFACTURING �R HANDLER CROSS -OVER ING SUCH MATEMS ARE PRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RECPDIT FOR SKCF1C ROW AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 107 c"DENTIAL AND SECRET FROM OTTERS SU—AC-01 OD 55 .