Loading...
HomeMy WebLinkAboutSet-Up ManualSET-UP MANUAL JA OBS N HOMES 600 PACKARD COURT QI SAFETY HARBOR, FLORIDA 346 0 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for 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 CONNECTIONSY *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 S 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 .0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTERS LEVEL 1/A IS MAXIMUM V � I ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE: DRAYM BY: DA1E REY LEIIESE JACOBSEN HOMES mini SPEcmTm AM MAC AM O.A. 11-21-06 per. PR�� AM L DRAWING lln - B P.O. BOX 368 MATERIALS OF'u�� MANLFACiLOC MANUFACTURED HOME SET-UPNC S1 ICH MA10 MIS ARE TO THE THE SAFETY HARBOR, FLORIDA � WX RW " MDRAYNG NUM PHONE ) 3 BE 1��-� SU-01-0001 ( ) DETAILS "A' AND "B" Im flm (MCA Nom: 11rFA1FD (�f NODE 111) 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I —BEAMS. PER CAPPED VIH SaID AT PERIMETER MAX. PIER do BLOCK DRY LINE.TACKED BIDCK � 4 � (PIER SYSTEMS ANY TALLER 8' X 8' X 1l>' CE11ID ttJLSOtBtY aOd(S� _ •••''''••., MUST BE APPROVED BY A wm au CELLS INDCAI. - LICENSED ARCHITECT SEE TAaE I FOR PER FOUR = OR ENGINEER) SIM me SpAlm 2 2. MAXIMUM PIER/PAD PROJECTION: SPECrF1CAWIS (PACE 11) ON SEE OTHER DETAILS (SEE SU-4 Fat 16 X 16 = 3. ALL PIERS MUST BE CENTERED PlIECAST PO PAD SP) ° ON FOOTERS MUST BE WITHIN 1/2" SEE (� OF PLUMB PER 3285 STANDARDS. Na OF WALL OPENING PIERS RDOIOW ALL ORGAIOC WTBaAI TO BE WITHIN 6" OF OPENING AND PLACE PAD ON STABLE SK ON OTHER SIDE OF COLUMN. aLQW FM LINE MR LOCAL (WHEN REQUIRED FOOTER SIZE OWES PREVENTS A SINGLE STACKED SEE NOTE 42 PIER FROM MEETING THIS, USE DETAIL 'A' (OODISION VAS WM Mug, A DOUBLE STACKED PIER. GOOD ALLOWABLE Sa. BEARNC) UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16" X 16" B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) SEE ICE A THE MIN. THICKNESS IS MAX. / F0071NG DIMENSION DIVIDED 9IS AN� BY 4.(BUT -NOT LESS THAN 6') ANO (BOYfEMATEUA�t 6. ALL FOOTING CONCRETE TO HAVE ( WE III) COMPRESSIVE STRENGTH. (ic') = 3000 PSI (MIN.) CAPPED VMH SOLD 7. PLACE 6 MIL POLY ON GROUND PRIOR MNN E an ML r xm TO POURING FOOTING CONCRETE (ALL SEAMS TO OVERLAP 12' MIN.) X B' X 16' CELLED WIS010 8 PIERS SUPPORTING THE 1-BEAMS - BLOW VIH Opel a W V9131CAL TO BE WITHIN 24" OF BOTH ENDS lff-M STRAPS ATG - (SEE NOTE f FOR MAX PER MI1S AND NO MORE THAN 10' O.C. ID mm GEAM CaIDDIS ON AND DETAIL ABOVE) 9. PIERS MAY BE OFFSET UP TO 6" EA01 SECBON TO BE own = IN EITHER DIRECTION ALONG THE TO A DOUBLE HEIIDFD ANt]IOR TABLE FOR PER I -BEAMS TO ALLOW FOR PLUMBING, FOOTER Si21i ELECTRICAL, ETC. SPACING SpEt1MIM 10. FOOTING CONSTRUCTION MUST SE NOTE #4 (PAGE 10) COMPLY WITH LOCAL BUILDING CODES. `—RBIOVE ALL atCAllXt MATERIAL 11. WOOD SHIMS, WHEN REQUIRED ARE TO DOUBLE HEADED AMOR AND Ka PAD ON STABLE SOB. BE USED IN PAIRS INSTALLED IN BM FROS'M PER LOCAL OPPOSITE DIRECTIONS AND FITTED 00DETIGHT BETWEEN THE I -BEAM AND PIER / CAP. SHIMS MUST BE MIN. 4" LONG SEE NOTE R~ DETAIL 'B' SEE NOTE J12 BY 6' WIDE AND NO MORE THAN omm VARB:S LIB LIAR 1" IN THICKNESS. Allow aE SOB. 0a 1p111681a8®� e� DAPU APPROVAL• , o �\ G � S'� � s� APPROVED BY No 484 :.... o $ Revised Dec 17,2008 ® +' INC. ®� o TAT E O F •• �S/ FEDERAL MANUFACTURED HOME m ® oo ® CONSTRUCTION AND SAFETY STANDARDS IN 7rl�m®o �S 0 R I p P N DRAIBI BY: DAIS REV LETtQt JACOBSEN HOMES nmSPEMIasA,o'WAR=AM O.A. 09-07-93 A A. We cnlmEmm DRAW= MU- P.O. BOX 366 MAYGM CF +� U WWacnM DETAILS 'A' & "B° FAWEI •e mm ann" m �oieen m m sApEMWE (727p�n;W 65 Ioa� wnu=A qm m oomm DRAV>9tc Nul�t7t SU-01-0001.1 (12-15-DB) 2 Jacobsen Homes load at Frame (each 1-seem location). Perimeter (sidewall area). and Mating Line for Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES. ALL EXP0SURES, AND ALL FLOOR SYSTEMS (JOIST 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 aft. Frame 2520 2920 33ZO Perimeter 2404 2844 ' 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 41SO Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating line (See 8 ft. Row) Mating Line SA-9 ..i •J ��a f:r , • ,� 4 12 - Fcdefnl Manufoctu:ed r 3^ruction 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 multl-section homes. However, If a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 0 Perimeter not shown for clarity (do not cut out) Added support above pier necessea Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 40 P.T. that spans a minimum of two 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-o1-0005,SU-OS-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. Q, p0�%���� Na 9Fa'�0y� PE10505134 9 STATE OF ;'4LIJ 3 SU-01-0001.2 :KTI'�1 �4. � Ct'f)t:l'1f It.•_'9gU12C%.Terj Jacobsen Homes Footing Capacities 8In. x 16 in. (single stack) pier 16 in. x 16 in. (double stack) pier Soil Bearin8 Minimum Minimum Footing Fooling Unreinforced Unreinforced Capseitity Sias (in.) Area (in.) t Maximum Footing cast -in -place Maximum Footing cast -in -place (Psi Capacity (Ibs.) minimum Capacity (Ihs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 tb.. N a 24 x 24 576 3,700 6 3,700 6 O O 30 x30 900 5,600 8 5,800 6 O 36 x 36 3,296 7,900 10 8,100 8 42.42 1,764 10,700 Nme 4 10 10,700 10 48.48 2,304 13,100 nou b 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20.20 400 4,000 6 4,000 6 sb.. in a 24 x 24 S76 S,600 8 5,700 6 O O 30.30 900 B,S00 N..4 10 8,900 B 14 36.36 1,296 12,400 No4 4 10 12,600 e 42 x 42 1,764 16,500 nos.. 12 16,800 F.4 4 10 49.48 2,304 Z1,200 Net.4 14 21,600 net.4 1Z 16 x 16 Z56 3,400 6 3,400 6 N 20 x 20 400 5,300 6 5,300 6 n' O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 item a 10 11,900 8 N 36 x 36 1,296 16,700 .m a 15 16,900 net. 4 10 42 x 42 11764 21,700 x- 4 18 22,700 m. 4 12 16 it 16 256 4,300 6 4,300 6 4- ut a 20.20 400 6,700 6 6,700 6 O O 24 x Z4 576 9,600 NIt. 4 B 9,700 6 to N 30 x 30 900 14,800 Net, 4 10 15,000 8 36.36 1,296 20,700 Net. 4 12 21,400 nor 4 10 16 x 16 256 5,200 6 5,200 6 N V� H CL 2Ox20 400 8,100 N...4 8 8,100 6 O Z4x Z4 576 11,500 R.I.4 30 11,700 6 30 a 30 900 17,8I11 e . 12 18,300rn e B 36 x 36 1,296 25,400 Nm. 4 14 25,900 . 10 H 16 x 16 256 7,000 6 7,000 6 Q 20 x 20 400 10,800 Nit. b 8 30,900 6 O O 24 x Z4 576 15,500 Nine 4 10 15,600 8 30 x 30 900 23,300 . • 12 24,200 ete 4 10 1. The footing sites shown are for square pads and are based an the area (in t), shear and bending required for the loads shown. Other -onfigurations, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than' :he thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unremforced 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 8.000 lot. for 8 in. x 16 in. single stack block and 16,CGO lbs for 16 in. x 16 in. duuble stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 on the frame (I-beam) a single stack block pier shall not exceed 36" hfgh (see footnote 4 for mavmuin cap-ty) and a dwele stack block Pier wish interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single stack block pier shall not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the -tieghts 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 soil types. ASS plastic feelings (pads) :hall only to used in accordance with the pad manulacturer's mstrumors 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 NO 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 SEQUENC 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAMINGS ARE unnmv or O.A. unit 06-06-94 nor. L rI1 na ❑❑�❑ ORIGNAI, PROPRIETARY, AND CONRDENRAI. MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 ❑,IV❑ P.O. BOX 368 S ff ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 TT FOR 1C PLRI SES� AM MM IVT CMDB111AL AMD lE�M RN OTHERS DRAMiNG NUMBER SU-01-0002 (09-30-08) 5 SEE NOTE #7 SEE NOTE #6 i� SEE NOTE #2 NOTE #1 NOTE -#5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 T 3 7 SEE NOTE #2 SEE NOTE #4 --, I AN NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING Lw P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 726-1138 RECIPIENT Fat SPECIFIC PURPOSES AND MUST BE KEPT CONFIDEN.RAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0003 PHONE (727) 6 SEE NOTE #7 SEE NOTE #6 2 1 3 ►_*7 NOTE J3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME] -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRANINGS ARE DRAIN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING _ ❑OOR P.O. BOX 366 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0004 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. i ADD'L REWD PERIMETER BLOCKING - ALL FLOOR WIDTHS MOB ELUMM d IN AODnTON TO OTf BLOOLING NZOLMM ON This iMIANL uLL . ALL FLOOR WMM AND .LOW SIZIM TYP. FRLEPLACM ON MERALL OR MARRIAM WALL HOST BEAM NOTE E ETER BLOWNG REQUIRED AT W O.C. MAX REFER 10 SU-01-W ANY BLLE TW ANDIOR SHOWER AT WOMALL OR RIARRIAGE WALL L R=EK WADI WOE OF ALL EXT1RI0\ DOORS LOCATE® ON SMEWALLG �i 2 OR MORE 4611T MNM P®1s RiWU11LED AT EACH END AM METVbl3 N EACR OPENING RECESS AREAS REGIlRiE HERS SPACED 64' O.C. MAX (W OR LESS N DEMN) EACH ENO OF RED AREAS �CESSED AREAS I/StE BAY REQUITE PIERS SPA® 64- O.C. MAX THIS ALM APPLM TO ALL ENDWALL BAY WINOMW L RMW BIPPOWEE BY A FRAME ME1WHi RADIUM TUB AT SIOEWALL ON MARRIAGE WALL . 64' O.C. MAX . CABIRM" ALONG SIDEWALL OR MAIOOASE WALL (APPLIES TO BA1H CABINETS BO' OR GREATER N IBM) (SAME MUG MAY BE USED FOR MULTIPLE 461/2' WNDOWS) j i • §PFXJAL BLAX3UNG NOTE FOR 15'-4" 11849 WIDE Vbd3 FLOOR NELTION S ONLYL PE NEW BLOQUNG Is REAIliED (MARRIAGE AND MEriW) W ON C0 U MAX SPAMG DAPIA APPROVAL WE Wa RW SYs1Ei1 FIRST (80EYFALL 10 SpEM OR MANAGE WALL) BEFORE NSTAU.NC PERIEIER BlM � � � v)( •� & � 1. FM 7W ADM WX BMW MUM AS MUM AT01E USE IC X fir PER PADS IM � Y. LXATE aWW LIM P4FIi M JOIST OR ■M a OF IIE EIN (F hi AM UrAi® AT 16' at YAIMA)E � rx MAR 20 2014 G 1 OMM FUS ARE N ADM 1D ANT OM 1EUlED PUS X= MAiNO BE. 4. f1EJBW BLAM IS REAlW UMDER 11E FLOORS (MAAI a h S TUEE.S) L5' O.t MAX. Gam. Fodar 1 Mladza+•w m 5. FUS USED FOR PQIfEIER S ffW MUST BE NSF40 Wi AE LW IM DW PNALEL 10 TIE PEAiEIE1t RC � L WO POKB ROWIS IS REARRED, MY MTNO LK WO SPAN NAMiIW110. MUSE NAVE N19rfEVIE PERS Sday Sffi"d°*ds K= AT MAX W Ot D W iW WE nK SEE SF X WE • •. fdM m W4-Ml AND SAt-=2 FOR W FLOOR SYSiDES. JAM13SEN HOMES NOT=* TEEii S vmrA=m AID oa+llaws ATE COMM PRWWMY. AIW Cp ODMA. a<J40M MWWA��c DRAYIN BY; O,A, OATS 4-12-00 RfV, BITER: ORAY4NG 1TRE ADDITIONAL BLOCKING P.O. Box mgMAC PHONEHARBOR, 3) Lte alas MAIBIAS ABE PI<OW io i�E CWW Ij ORANNC NUh El (8 726- 1384895 WT ANA �RN �� SU-01-0005 (03-19-14 ) (APPLICABLE TO ALL COTTAGES OTH 18e FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD WIN, I1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48"/24" 64"/40" 64"/49" MAX LOAD INCLUDING PIER AND FOOTERI 1776# 26671 1 2950# soe n°� •'� C a. �• • �F °e • p o� STA E OF /s9GesS ALL "DZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY NiMay 07,2009 INC.. FEDERAL MANUFACTURED HOME C.ONSTRIXTION AND SAFELY STANDARDS Wrld� BY: DAIEt REV. LETIER: JA�OBb�EN HOI►�E� &ECV6 Ns jI � I,T, 03-02-09rAOI+�,�A�UtR1SF DR c 1!'VP,O, BOx 360 4v►t 141 uxN• Ado �OD. PER, BLOCKING REQIARE�ENTS SAFETY HARBOR, FLDRIDA 34695 ► N&Tat PWOR lust a DR P14ONE (727) 726-1(38 AoSWV oum SU-01-0005.1 .00 PERIMETER BLOCKING FOR 160" (13'-4") FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] B4" ON CENTER MAX. SPACING, USING 16xIS PIER PADS MIN. ON 1000 PSF SOIL. [EXCEPT AS NOTED ON SU-01-0005] (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: DAM APPROVAL:- 1. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET—UP MANUAL 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTAIIED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PER CAPACITES SHOWN ABOVE J. ALL OTHER REWREYENTS ARE TO BE ADHERED TO AS SPEWED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. W 10 o MAR 19 2014 O O CL G Q Federal Manufactured v Home Coastruction And Safety Standards JACOBSEN HOMES xortcTS TIONS DRA'"N DArE 11-18-2011 REu LETTER: AID UUWMs ARE UMW L. MW dtlGFNAI, PROPRETARY, AND Ca11FUQliW. MATERIALS OF JAOOBS�,H ,YOUNG DRAWING 111LE: P.O. BOX 368 MNWACRIRlW NOSUCH MAIM S ARE PROWED M THEPET21MEiER BLOCKING IMP -DC as SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ffim NT PoR gm Rffm AND Um BE WT COFiODMAL AND EELBET FM ORBS DRAING 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 16, FOR SPECIFICS COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS , BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. NOTICRt DRAWN BY: DATE 05-2o—os JACOBSEN HOMES Nx ATM AM DRAW= AMM.T. OfiIdNAL PROPA17MY. AMCAN VINIX DRAWING �TLE MA70US OF.IUM M XWAC F4W BLOCKING (PIER) LABELS P.O. BOX mB FLORIDA334695 STY HARBOR.NE on &a WOW ARE PRPIOM TO THE BE RE � � DRAWING NUMBER: SU-0' -00Os (09-04-12) � AND O�Ot 11 ADDITIONAL 1 PORCH BLOCKING 1• •7 I �T M. RECESSED PORCH EXTERIOR wuE. . ADDED 1-BEw tB+DER EXTETtIOR PER ww ADDED I -BEAM �I PORCH REOIlILiE PIERS SPACED 64' C.C.' MAX (AND PIERS AT PORCH POSTS) AS SHOWN 64' 0.11 MAX PIER SPACING AT ►IARRIAGEWALL 1101E DISTA M UTM EOOE OF PIER AND EDGE OF PCliCti POST MAY NOT WEED DEPTH OF TIP. PORCH POST FLOOR JOIST (51/2') 51 ' VAX TIP. PORCH FLOORILIG �� PORCH RM JOIST DOUBLE PORCH PERDEIER RAL ~` (2) 2 X 6 PT X W . a TIP. 1E-001a1 STRAPD BE11t6D12 (SET OITR DETAILS) PORCH FLOOR JOISTS 1YP. PIER (B' X e' F IV) 16' X IV UK PIER PAD CROSS SECTION VIEW AI W. PORCH POST m PORCH PLOOMING �� tCH FLOOR JOIST (2)216PTXls•UK BRIDGED BETNEFl12 PORCH E1.00R JOISTS LONGITUDINAL VIEW A2 DETAIL ' A' TV. PORCH FL 8Im ExIETaaR TIAII ---�� - PER UNDER ADDM I-fAM - ) �✓ TIP. PORCH POST PORCH FLOOR JIM DWILE PORCH PERIIQu RA! �(2)2X6FIX WWI. t wo BERM 2. . TIP. XE-DOW STRAP PORCH FLDOR JOISTS(SEE OTHER DETAILS) TIP. FP(a' X I!' X 161 IC X 1C UK PIER PAD CROSS SECTION VIEW Rl 11IP. PORCH POST NOTE DISTANCE BET7 M EDGE Of TV. PORCH Room 5 I/2' W, PIER AND EDGE OF POl?CH POST PORCH FLOOR JOCiT MAY NOT EXCO 5 1/2' X 12 ' (B)2X DPT TYP. TE-m STRAP PORCH I = JOIS]5 (SEE OTHER DETAR 5) NOm: - NOTIM L AOOITIOM BLOC W REOU0IED AS ILDI 71D ABOVE (USE 16' X IC PER ; PANS ON TOM PSP SOIL. CAPACITY} 2 LOCATE 8l0OM INDEB PEAIK0 JOIST OR MINN S 1/1r OF END OF IC at 1 PiRYEtER BLWW a REWIRIM UNDER FORM AT E &CH POST (61- at UAx) L ADO UM& OLMM4 REQ M AS INWAIED ABOVE LMW CMIM OF AM FBfJA ; (6c at YAWL) S $EE ODlfll DETAILS FOR O1Hf1t REOL68ED BLOCIONC LACATIOS 6 AM IMAM AT PORCl/EXIEIAOR WALL MAY WTEA MI SZE FROM WM HOUSE 1-BEAY.; r JACOBSEN HOMES P.O, BOR 368 SALTY HARBOR. FLORIDA W95 PHONE (813) 726-113r9 LONGr UJDINAL. VIEW B2 DETAIL ' B' G�i1FIC'4p�C'� •� APPROVED BY .0 000 P Yo. . i Dec 13,2006 INC. v 1 { O w FEDERAL RMUFACTUM MOPE 9► CONSMUCTION AND SAFEW STANDARDS Iioncm TESL �X hWW AM oR MAW m > >^ Ally *"m m WA=" OF dAMM YAM1rAClll M W- m Imle s Ali GR0= T1 m mf1@if im 1YEvm m = K 12 11-28-06 • nnnw. � ne .e..e.ae.n 1 .� 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 trrir1, John 7Doeden, PE454Q4 •15133 Goshen, IN 46528 so Phone: (574) 825-76% p S TAT t OF O R 10 P• ��`�� /ONA1-EN0'�`0 13 ATTACHMENT TO HOST BEAM y(a P ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON —SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON —SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 ALSO MEETS WINNONE . III EXPOSURE C 20 PSF ROOF 10 PSF O.L 1. HOST BEAM INSTALLATION IS FOR ON-91E STRUCTURE ATTACHMENT: ti,: �i '��jF!�; _t?a�i� APPROVED BY 20' WIDE MAX WM ZONE 2 OR 12-NM EXP. B SI IES, `� f� .ON �� 16' WIDE MAX WN ZONE 3 OR 14OMPH EXP. B 9TES '� �i Tan 20,200 2. TAN. BRACKET LOAD .CAPA(ITY FOR VERTICAL TIE --DOWNS IS pi`+C INC.4501 WIND ZONE 2, Mj MW ZONE 3 _ ; ! / , 3. WALL FRAMING IS 2 X 6 SPF (3 16' O.C. S�gTr_ OF •.� �t �� �: (Q w FEDERAL HANUFACfURED HOME [ONSTRUrnON AND SAFETY STANDARDS 4. 48'. O.C. P9WETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE �'' �4j�, ; �P'a�'��a` JACOBSEN HOMES NOTIC)« ot! wxscatn+►wNsAND ;Uwe t Y: D.M.T. DATE: 01-10-07 REV lE7TER DROLAL PROPRIETARY. AM DOilOENTW "AIRS "" Ci aCOMN WACWM DRAWNG VtL ATT. TO HOST BEAM P.O. BOX 368 „ SAFETY HARBM. FLORIDA 34695 W_ WEN WAWWS ARE PROM 013 THE KMW rot VWC MWM qi Wa K DRAWING NUMB PHONE (727) 728-1138 . Wl CWWDMK NO NOICr RM OWrs SU-01-0008 14 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT FLOOR SYSTEM MUST BE LEVEL MAIN I—BEAM HEADER AXLE - — MAIN I —BEAM BLOCKING PIER BLOCKING PIER BLOCKING PIER MAIN I —BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. _ MULTI —WIDE UNITS MAIN I —BEAM -7 BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM MATE LINE AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I —BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME.. BLOCKING PIERS ARE .TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 -AT SIDEWALL AND MARRIAGE. WALL: HITCH HITCH NOTICE`_.. - A DRAIMNBY: JACOBSEN HOMES DAIS 10-10-08, REV'LETTEI �--� n,� s�atuano►rs AND DRAWINGS D.M.T. WMAL T�ARYEN AND WfWi UNW7 c DRANNNG TIRE WAIMALS OFP.O. BOX 368 W_ SUCHMA�s ARE PROYM TO THE P.O. BLOCKING SAFETYHO ER(727) 726 1138 95 WT N 1C p RM 7 pRAMMc NLgIBeR: SU-01-0009 15 ' 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62' 86" 110" 134" 157" 144" WIDE FLOOR 33" 53' 73" 93" 113" 133" 160' WIDE FLOOR 30" 48" 66' 85" 103" 121" 184' WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE- ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE ;, REQUIREMENTS 4„ TYP 7" OR 8' '7- TYP 30' MAX T (TYP) X - X Q Q NOMINAL 16" X 16" SQUARE PRECAST Do 00 T CONCRETE FOOTING .4- mot- T 16" MIN. EACH SIDE 4 X 8 x 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. p REF. CALLS. e. WA- - !/ a( tttttlaunrulrq NOTES: EH` v �• �, ���' DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PER FOOTER SIZES AND G\ST�RR •�� N6. •• APPROVED BY �� 910334 •; ON 2. START BEAR( PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH ENO � * : - OF THE HOME AT EACH I -BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART OF : P ABOVE FOR FULL LENGTH OF HOME. 'O : STATE ''• INC. 3. SEE OTHER DETAILS FOR PIER REQUREMENTS AND MAXIMUM OPENINGS �� / �'�``,� �i •. ^/ P UFACiURED HOME AT HALING LINE OF MULTIPLE WIDE HOMES. �; S s Ask, DS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS._ lorw JACOBSEN HOMES 1m SP£CMArQolic" � MMA Mc +�+ By. M.T. oATE 2-8-99 ' REV. LETTER DRAWING TITLE " • x 16 PIER SPAGNG P.O. 80X 368 atimm. PROPKIARY. Mo OotE MAAL MAIERULS OF JAC085EM MAMUFACWMC Mn ILJI 8 „ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PJWM M „W K MR CCl/IIOmiL AW mm FROM amm AG �6 SU—01-0020 17 .-d 13 ALTERNATE MAIN BEAD PIEIR9 or X r x iT; HtLLO� Ld(piETE f t1Lt10K5) t4(o �IOTTAR Too 0lpir Rmu1ED) A Two x 6' X le HOT* C*MIE &M IS W* NEIa[r 4(� ►p � � t a AID / TAL OiiSE1S in TOP TO Cm11tE FIR 4' no TN EIE JJF51 I OF its PER 1(OI Elmt/1' maim taro �x(s1EpE 401E 0) -- �O""wcm GLE STACK SOCK PIER °.° No 45484 m $OOO�GPAdTt1SEi 1E �l °; O R 1 x 8' X fir Mo Cp4�CRE1E BLOW AM �S101YA-��®e®®� Gr aE TWr1 A4p/op BBaaaaeao®asa° U'�D art (T 4 X 91E O r. NW (SEE TAL TOP TO THE BOr OT THE PI£R wE"401 EXW 1/F. PIER CAPPED jTH OdpETE J TWAT D U4W (5EE ! ) 8° X 8° x 16° CELLED VAS* aOOIS ITN OElj MLS VRICAL DOUBLE STACK BLOCK PIER 1rH m Les, CApk" (SEE 4010 A 12) FLOOR WIDTH NlAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY Pa LOAD CAPAOTIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 140 *DE FLOOR 2428 LBS. 3488 LBS. 4548 LBS. 56M LBS. 160" *DE FLOOR 2661 LBS. 3838 LBSL 5014 LEM 6191 LBS. 184- *DE FLOOR 2961 LEM 4288 LEM 5615 LBS. 6941 LBS. PIER LOADS INCLUDE *-WT OF PIER UP TO 250/ - ADD OIFFERE4CE HEN PIER #iGEHT IS GREATER NOTE' UNIT *IDTHS *JCLUDES A 6- OVERHANG 04 BOTI+ SIDES VAXIfMiU4y1, (CHECK PIER PAD LOAD CAPACITIES BASED 04 SOR. BEARirG PSF) PIER PADS ow TTiA?( C TTEE 44 KY IST 9E to m Alp CERI TO Exm at BE EOUAI. k 4t PER CAPACITY. 2, #0 US41G PER PADS THEY VUST 6E LISTED ! CERVIED TO EXCEED OR EQUAL µlb PER CAPAM 3 STARr I-oEAV PIER SPA04 IC FROV EACH 00 OF THE li Al EACH 1-" Alp VAT SPAOXG 9* N THE CHART ABW FOR FULL LENGTH OF ems, 4. A4 Y PIER HDGH19 AM 6f 051 BE t Mdp BY A P.E. OR ATTCHBIECX 5, CAPS MIST BE SA* LENGTH AND *DTH AS THE PLEAS DN #UCH TWY KST, 6, HARDI= PLATES aD R THAIt 1 1)f OR 2 OR 4 Il pl 4** SOW C*N7E SIM VAY BE USED TO FILL A4Y r+i 1�G wyic I. GAPS ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY ONRevised Oct 17,2008 ' rANC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS aJACIOB9E HOMEO r1R 940i1CINomda Dn" ft CI DATE' 2-8-99 Ky. LETTER: — B P,KA EsOX =� 0 DTL6 ALT. VAIN ®EARL PIERS SAFEE � A � O DAB 95 t ��t oaEos� Gwwm i0®08-U5 SU-01-0021 ( ) _ 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRABTNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: B.E.M. I DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT r[EllDEEl P.O. BOX 368 INC. SUCH MATERIALS ARE PROMDED TO THE DRAWING NUMBER: SU-01-0022 ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 86 1/2" 110" SEE NOTE y4 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 a4 184" WIDE FLOOR.* 26 1/2' 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107' MIN. PIER CAPACITY 1778 LEIS 2667 LBS 1556 LBS 4444 LEIS 5333 LEIS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 /4 SQ. IN) MAXIMUM I=BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE a4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79.1/2" 101" SEE NOTE y4 SEE NOTE N4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH r• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: ENGINEER APPROVAL: . , .. DAPIA APPROVAL: /s LcE Cir V s 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE CC- ry- FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. '7 ` ^`' - APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE - MEET THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS AND PIER CAPACITIES SHOWN ABOVE. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN y� ;� IS AF OF ; ��' " �CT 1 I3. IN p HOMES INSTALLATION INSTRUCTIONS. INC.I MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS N1TH 10' OR ,-, . , MANUFACTURED HONlc 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL CnNSTRI IQIDN AND SAFETY STANDARDS �7 JACOBSEN HOMES NOTICE: THESE sFEURCATwNs AND oRAwMcs ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: " PRE—FAB: 16" $ 18 1/2' PIER PAD SPACING P.O. BOX 368 ORCHAL, PROPRIETARY, AND CONflUENTIAL MATERIALS OF JACODSEN MANUFACTURING DIC. SUCH MATERIALS ARE FRONDED TO THE DRAWING NUMBER: SU-01-0023 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1130 RECIRENT FOR SPEWC PURPOSES AND MIST BE KEPT CONRDENTIAL AND SECRET FROM OTAM -20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING . (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LEIS 6868 LBS 8242 LEIS 9616 LBS 20 X 20" PIER FOOTER SPACINGS* ( MIN. 400 SQ. INS MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOORS 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 43 1/2' 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •t INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /oo NOTES: ENApPR( L �Q, ity DAPIA APPROVAL: 1 t. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. � •''•G �''•, �� - .O.cc,rY � • THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE = ;• 91 3 •� APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM * = M�� PIER CAPACITIES SHOWN ABOVE. THE JACOBSEN t�AID 3, ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN STa�t T �•'. HOMES INSTALLA11ON INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I —BEAMS / 10' FOR UNITS WITH 10' OR • ' a� •�' ;' INC.. LOj(� , 12" [—BEAMS (24' MAX. FROM ENDS). ` EDERALA1ANUFACTUREDHOrt1E r c•+- ^DATE: JACOBSEN HOMES NOTICE: t THESE SPEOnCATIONS AND useDRAYMGS ARE 49BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 18" X 22" & 20" PIER PAD SPACING m P.O. BOX 368 ORIGINAL PROPRIETARY, AND CCfFIDENIIAL OF JALS SENAK MAWFROMDE CTURING MATERIALS SUCH D1C SUCH MATERIALS ARE FRONDED TO THE HE _ SAFETY (8113) 726 11384695 PHONEHARBOR, 1PTAGDHNDUIENT FOR mml. AND SEOM mv oMUST � DRAWING NUMBER: SU-01-0024 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 120" WIDE FLOOR- 70 1/2• 110 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NO144" J#4 WIDE FLOOR-- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NO 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-- 51" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN, PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH -- INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV �"< ''!. ''� •� `1`p, c$ G; '� '<<�y :" �% No. DAPIA APPROVAL: S LeE Ck��s p&� fc FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. _ . Q• (C-r-Y- 14,P3- (¢, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOW ABOVE. '� '. STATE (KEOERALMA pCT i 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLA71ON INSTRUCTIONS �0�'•, 4. MAX. PIER SPACING B' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH TO. OR ��'I",•'�a ;� '�y� '' i^ •'INC. s 12' I -BEAMS (24• MAX. FROM ENDS). � O HDh1ENOTICE: JACOBSEN HOMES THESE SPECIFICATIONS Mo DRAwNGs ARE DRAWN BY: D.M.T. 1 09-22-01 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, MO CONFIDENTIAL MATERIALS OF ,KCOBSEA MANUFACTURING INC. SUCH MATERIALS ARE PRONDEO TO THE DRAWING 117LE: PRE —FRB. 17 X 25 dt 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RE"T FOR SPECIFIC PURPOSES AND MUST. K KEPT CDNFIDENm FWD SECRET FROM 01HM DRAWING NUMBER: SU-01-0025 22 - 23 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 y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR- 8541/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 164" WIDE FLOOR** 77" 179 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS, 11,736 LBS. 14,083 LBS. 16,431 l NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: E` RtA OV L • t � fr',• �`:� DAPA APPROVAL' C�L�' 1. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE�Q.••G\STEp'F •; i U "+ SL�L� FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET—UP MANUAL. .';� t G—Ty/l 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 910334 �+ APPROVED BY PIER CAPACITIES SHOWN ABOVE. 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SUN) MAXIMUM I -BEAM PIER SPACING N07E., MAX. PIER SPACING WITH sss SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WE FLOOR** 58' 89' 120'sa 120'sa 120'sa 120'sa 144' MADE FLOOR** 50" 76' 103'sss 120'*ss 120"sss 120'sss 1600 MADE FLOOR** 45' 69 1/2' 94" 118'sss 120"sss 1200sss 184" WIDE FLOORss 40" 61' 83" 104'sss 120"ss+ 120°sa MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 909D LBS. NOTE: UNIT AWOTHS MATH ss INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PDR PAD (CORNERS MAY BE ROUNDED) TVFm PER FRAME I-B£Nd ORIENTATION OF BLOCK PLACED .SYMETRICALLY ON PIER PAD 0a008 , CB®DQBBm REF. CALC. PG. �Q •• •. C-SU - 19.01 A! o � NOTES: d " DAPU APPROVAL 1. PRE-FANWATED PIERS MAY BE USED AS AN ALTERNATE TO THE COVCRE m SPECIFIED IN THE JAMBSEN HOMES SET-UP MANUAL APPROVED BY 2 THE PRE -FABRICATED PAR PADS ARE TO BE INSTAUID PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ® •• ST A' T' .m o PIER CAPACMES SHOWN AWL • ^(� DecD4,2009 IPINC. ,t; ."�� 3 ALL OTHER REQUIRE11E1 7S ME TO BE ADHERED TO AS SPECIFIED IN 1HE JACOBSFN �s • • • c • • � OO ® ®(�� Srn MAgOFALTUR FEOENAL EO NOME CONSTRURION AND SAFETY STANDARDS HOMES INSTAILA110N DISTRUCIIONS. B®®3b�6/ 1 ��� 4. MAX PER SPACING I' FOR UNITS WITH r I -BEAMS / IV FOR UNITS WITH 10' OR gy�BB°•A�ee� It i-BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C.}. JACOBSEN HOMES xo1ZCT5 „� „�,,,� �,,,,� „� DRAWN BY: M.T. DATE: 11-23-09 REv LETTETT: DRA1aNG TI11E: 17 X 22" PIER SPACING P.O. BOX 388 �. MT AW oaxFl u"m U47MALS I)F MOMMM UFACRAtUIC SAFETY HARBOR34695 PHONE ,,,,)FLORIDA3726-1138 tlJC RO UA1BiA15 AM-FROVM TO iME RBMWFOR VWF1CR18= NOWSrM NETT ONiIDDINAI. AND SOU FROM MIX pRAW1NGNUMBER: SU—OI—OO27 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Qi (FOR SIDEWALL OPENINGS SEE NOTE Q) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -� 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 1 2708lbs. 3428lbs. 1 4148lbs. 1 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq.. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. -in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. PIER CAP. 2841 lbs. 3601 Ibs. 4361 Ibs. 5121 lbs. 5881 lbs. linMIN. 6641 lb LOAD SPANS ®. Q SOIL BEARING CAPACITY PSF 8 —12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 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 1 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975IDS 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. 00 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. co MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 1975Ibs AU JDZONE III 0 MPH) 20 PSF ROOF 10 PSF D.L. NOTES: REF. CALCS. (DsEE DETAIL 'H'. PAGE SU-0I-0001 FOR BL009NG AND ANCHORING OF MARRIAGE WALL I11111 OPENINGS YADER THAN 49 INCHES SEE I�NOTES; Q2 3Q . AND Q UNDER TABLE I. PACE SU-01-0040. ENGINE (t OY I �i `k % R VALST, � �� ��� ,.....,, �(` �i�� DAPIA APPROVAL - AL UNIT DT USEINC17 UNDTHAER SIDEWALL.THAT VQ �+�j\STFA •!` �'i� APPROVED BY AFOR RE 96 waHESOPENINGS. INCHES 9s HIDE FOR OPENINGS OG 44 INCHES, USE 242 $Vn PIER FOOTER UNDER SIDEWALL OPENINGS. `���\ Q N0. O • ; ��. (MIN. 1000 PSF SOIL BEARING REO'D) y 910334 •� O4 FOR PROPER LOAD SPANS, SEE SU-03-0001. (-LOAD SPANS- ARE CLEARSPANS: PIER r�r SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY — IF cLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) '0 •. TATE :CHECK INC. WITH LOCAL JURWCTION TO DETERMINE THE SOIL VALUE ON YOUR�� /w.DVllf�� FfDERALMANIIFACTUREOHOIaE SITE OR HAVE A SOIL BEARING TEST PERFORMED CN YOUR SOIL TO DETERMINE THE YALUE. ��� •.;r wmjwxTmmvS {jyS�g11R0S�'r MAR 0 1 1999 JACOBSEN HOMES THESE SPECIFICANTIOONS DRAM ICE / e.E.M. D"mot 2-6-99 'u' ET 5': ■ P.O. BOX 368 „ ORIGINAL, PROPRIETARY, NO CONFTO UAL MATERIALS OF AUXASEN MANUFACTURING INC. MATERIALS DRAINNC nTLE PIER FOOTER SIZING CHART FOR MARR. WALL OPENINGS A SAFETY HARBOR, FLORIDA 34695 SUCH An PR mm TO THE REg4LLLT (6t SPM RAI M AND UUST EE DRAW NUMBER: PHONE (727) 726-1138 KEPT ONVENTML AND SECRET 010M OBtRS SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12—WIDE WIDTH MAXIMUM (1) (5) PIER SPACING SOIL BEARING PSF CAPACITY 20 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"—WIDE WIDTH MAXIMUM QQ (S PIER SPACING SOIL BEARING PSF CAPACITY 2� © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM SQ PIER SPACING SOIL BEARING PSF CAPACITY 20 © 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: 0 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 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. SO ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. ;oo No. o 910334 f TATP OF �c� ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. DAPIA APPROVAL APPROVED EY IN"11INC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 NOTICE:" /"IUPI IH11'm"or ncr. LL ncn. JACOBSEN HOMES TBSESPcmTOs ANAWNOGsNAAEl MT 2-8-99 ORMAL, PROPRETARY, A DRAWING TITLE: TO SUCH MAMIPU n MATERIALS OF KCOMSEN MNUFACTURWO !H\ P.O. 80X 368 WC. ARE FRONDED THE PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 RECSINT FOR 9PEfS1C PM-USB NO MW BE I DRAWING NUNBER. PHONE (727) 726-1138 XEPT CMAOM AI MD SEM RROM OIVM SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' i COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: DATE: REV. LETTER; ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE' COLUMN SUPPORT SPANS ❑„❑ P.O. BOX 366 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34595 PHONE (727) 726-1138. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR NONE 18 EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 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 NOTICE 1mm smmim NO mw �ncnn� o COMAL. PNOPRIETMY, AID OMf MTK DRAWING P.O. BOX 368 YAIE�ALS OF �ACOSS N tiA WAO11 M HUH: SUCH MATEMS ARE PROIHOFD m THE SAFETY HARBOR, FLORIDA 34695 WNW FOR MOM NIrP O AN W9 BE DRAWING PHONE (727) 726-1136 wT cmfoe iUL AM SWU FROM OHM 28 M.T. DATE 12-22-94 A �' as SET UP NOTES SU-05-0001 41p. 1 dlpi nl@,. EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I I I I alry, � I 7N lb •IIII. 'ry17. I xllll� AiIV. .7ilp. +Ip�. •�nl. I / x14o COMPLETE SHINGLE ROOF BY "IryI ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN i .IIn, THE FACTORY. " ALLOW TOP END OF TOP xllu, .uu,. ROW OF SHINGLES TO EXTEND "�' �! ACROSS RIDGE ONTO OPPOSING °IIp SECTION OF MULTIPLE WIDES. ,uln i (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 ODES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU—O5—O0) O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CDNFDEMIAL AM SECRET FROM OTHERS 29 SHINGLE INSTALLATION c ro \p\ �r—u1 � cD SEE PAGE RC-19-0002 FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. ❑❑❑❑ J AC 0 B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ❑❑�❑ 1B GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P.O. BOX 368. 901 4th ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. ❑❑❑❑ SAFETY HARBOR,FLA. 34695 STAPLES 12" O.C. MAXIMUM. PHONE (813) 726-1138 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. O 6-6-94 REVISIONS: DATE: 12-21-94 I SU-05-001 i 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE 1 y _ SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 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: EXTERIOR FINISH CLOSE-UP ❑�.❑ ❑Ve❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE R TpQ THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-ii'38 RECIPIENT FOR SUM RR9M AND,►IU, DE KEPT CONFlODI11Al A!p SECRET FRON'01HERS DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET -UP -/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDEN71FING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16' X 5/8' X 16 GA. STAPLES OR 1' ROOFING NAILS 6' O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. �0 J AC O B S E N HOMES NOTICE: TNESE spEc�tcenoNs AND DRAxwGs ARE DRAWN BY: O.A. DAIS 06-06-94 REV. LETTER: P.O. BOX 368 ORRi1 AL. R2OPPoETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION n �` LK SUM WA�� ARE PRUM TO THE ,f SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REUMT FOR SPEM ROM AM MUST BE 1UT CO FM71AL AND SETT FROM OTNFRB. 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 --------- —� I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ' ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE FRONDED TO THE EXT.SID.APPL. FOR SLIP UNIT Ilk- ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AM IM FIeal OTHERS DRAWING NUMBER: SU-05-0031 APPROVED BY 1UL 1ON 3 (NC. owl Aslrpt ItJ � u II- II o0 000 . rt a 4A. twix' _ - - — IG' cr; intro stuv- 6r.) '2x 5qV - 'TuIX, t i 0ZA (mill) "=' -7q+ I, for kf5(a ate: tZi� R•v. 1`rPG'VtN1fL�-nat�.�,i tNsr�l..k�+o►�1 ,- wo. L1. k&L.k-w,11F A*,v, . APPROVED BY ONJUL ISM INS = C° m. ��pzv V1�-IenTl�lr� r IICa ."I .1F. up1.1t11+� t� vi+,M-sir rJc� WIN- V., CIA, X__Yj ax iui'lepp+es I (o"O.G tNja�UbS CMt�1.} . S�--oS.�oo33 T'�'I"= -viNri� S+flcuG{�iNs,a�1..�rc►.L MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI 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") I DETAIL "B" /* DETAIL "A" JAC0BSEN HOMES THESE SPECIFICANOTICE: TIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LET?ER: DRAWING TITLE: SHUTTER INSTALLATION UE P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-05-0034 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 MOBILE HOME SET-UP TiFpOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME DESIGNEDIS FOR FROMBOTH TYPES OF WIND FORCES. RE ZONE (ZONE III). IF YOU OW OUR RECOMMENDATIONS YOU 1MLL PROTECT YOUR HOME IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE' CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT— (WEATHERIZATION). ANCHORING EOUIPMENT (STRAPS. ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. EE ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. STEEL STRAPPING. 1, 3 /4 BY A REGISTERED WITH ASTM STANDARD STRAPPING, FLAT STEEL. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 INCHES WIDE AND 0.035 NESS. CERTIFIED PROFESSIONAL ENGINEER INCHES �ARCHITECTAS CONFORMING SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MO 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PF THE ULL. BY THIS AN BEST ON THE LOTpLIIFEb VERTICALSANCHORS ARE DESIRED,TALLING THE ANCHORS PTHERA►dCHOR TO PLACEMENT BE US r-D MOBILE FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACH APPROVED BY NPJUL 1 3 'ffik lINC CAUTION: DONOT APPLIED 70 TIE -DOWNS NS TALTERNNA LTY ON OPPOSITE APS ON ONE SIDE OF THE OME MAYTHE HOME L B`-Y. 1 PULnEDON IS OFF THE SUPPORTS. ,•w"w,.•,`& 6-6-94 su-o7-0001 37 �f 6 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 W 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 1/2' MINIMUM - 150 AMP CONDUIT DROP FROM HOME - EXTEND 2" MINIMUM - 200 AMP TO BELOW GROUND LEVEL OR SEE LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 (2 NO. 2 0 2 NO. 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE:o= vTACOBSE'HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAW BY: B.C. DAIS 03-30-12 REV. LETTER: ❑I-t i GPoGRIAL, PROMETARY, AND CONFIDENTIAL DRAWNG TITLE 1❑ u P.O. BOX 368 MATERIALS OF JACOM MANUFACTURING / IB' INC. SUCH MATERIALS ARE PROVIDED TO 1HE SET-UP E ECTRICAL ❑m SAFETYHONERBOR. FLORIDA (8 3) 726 113S4695 IV OT� AaFl� RaUMMvsH DRAVRNG NUMBER: SU-09-000i ELECTRICAL CROSS -OVER & TESTING PROCEDURES —MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST -EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES TFIEBE SPMCATOOFFSS AM WY NGS ARE �" 8Y: D.M.T. °AiEc 05-25-06 LEM MGwM, PROPRIETARY NO COFFtDOM& DRANING TITLE: YATMALS OF JACOM MMUFACT"G P.O. BOX 368 M SUCH MAIMALS ARE PROvnm TO ELECTRICAL CROSS —OVER SAFETY HARBOR, FLORIDA 34695 REO w FOR FENS PURPOSES AM MIbT BE DRAWNG NUMBER: /09SU-09-0010 1 PHONE (813) 726-1138 WT COFFWMAL AFO SEW FiM 07 M —29-08) 40 WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). 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. 610 NO. 8 BARE COPPER J' `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 DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRANK BY: S.A. DATE: 6-6 94 - RLV. LLIILK: _ DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. !Si EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JAC 0 B S E N HOMES THESE SPECIFICATINOTICE: ONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION �,❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE _ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE AND SECRET FROM OTHERS. DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL SU-09-0030 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS. 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY. PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES, 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. FM�0 JACOBSEN HOMES H1"❑ P.O. BOX 368 ❑�l] SAFETYHARBOR,(0 7) 726 1138 95 NOTICE: DRAVAI BY: DATE THESE SPECwiunONS AM ORAWNM ARE D.M.T. 3-22-- ORIGINAL. PROPRIETARY, AND CONFIMIAL DRAVNNG TITLE: NATEAIALS OF JACOBSEN YANUFACTIMIG PLUMB. CON. dt GAS TFST W_ Sllpl YATFRIAtS ARE PROVIDED TO M � � � � � DRAHING NUMBER.SU— 09-29-08 11-0001 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. F�0 JAC O BS EN HOMES NOTICE: DRAVIN BY: DATE REV. LErn R: THESE sPEaFICATR)rIs AM DRAINNGS ARE D.M.T. 09-29-08 ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONRDEN71AL DRAMING TITLE: P.O. BOX 368 NaSUCH WTEpZ AM �� � PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 REWENT FOR SPEM PURPOSES AND rust BE DRAWNG NUMBER: PHONE (727) 726-1138 KEPT OONPI MAL AND SEORET FROM OHM SU-11-0002 44 ti rl ID y MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL 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 p _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O. = 1 1/2" DRY VENT O = 2" DROP O 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3° DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWNG TITLE: ❑❑®❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ' ❑®®❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE INC. SUCH MATERIALS ARE PROYIOED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11 -0010 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED /� (1) FIXTURE DRAIN W.C. DROP / / 2" 3" / O 2" ALT. VENDROPWC TED 3" 3 / TYPICAL / 2" DROP D O / / / BOTTOM / 3" / INDICATES 3" OF HOME- / 1 1/2" DRY VENT 2 (SEE ALT. FOR OPT. WET VENT UNVENTED / CONNECTION) O f INSTALL FULL SIZE W.C. DROP / 2" CLEAN -OUT IF SLOPE / / 1 1/2" 3 O IS BETWEEN 1/8" & 3•• / E O 2" 1/4" PER FOOT / USE O IF CLEAN- 3. 3" OUT IS NOT NEEDED 3" O TYPICAL 1 1/2" DROP 0 / / 3" / / 3 / 1 1/2" 1 1 /2" 0 / MINIMUM SLOPE 1/8" PER FT. / } WITH CLEAN -OUT / I 1/4" PER FT. WITHOUT CLEAN -OUT 3" TO ON SITE DRAIN CONNECTION FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / 3/4" DROP / SECTION / / 3/4" ELL / / / ,.,,,-3/4" THREADED INLET / 3/4" TEE AND F3/4" THREADED 3/4" ELL FRESH WATER INLET FOR NOTE: INLET - FIELD SINGI F WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDFS WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN -ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0005 r I 46 _a mw 4 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). TER LINE CROSS -OVER nnILI\ VI\VJJ-VYLI\ (SEE DETAIL BELOW) TVnIn AI IJAnnlAlr I IAIr nr TYPICAL FLOOR ASSEMBLY ATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ JACOBSEN HOMES NOTICE: AND THESE AND DRAWINGS ARE unnnn ol: C.L.Y. unlG. 10-23-95 nCY GGIILR: ❑❑■❑ORIGINAL. P.O. BOX 368 PROPRIETARY, AND CONFIDENTIAL L, PROPRIETARY. MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIRC PURPOSES AND MUST BE KEPT CONRDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11 -0020 47 MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'—O" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP • TYPICAL SUPPLY DROP REDUCER "Y J FITTING L�L AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND RETURN DUCTS. COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE:AND THESE sPECFlCATI0N5 AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING n �` ❑„❑ P.O. BOX 368 INC. SUCH MATERULS ARE PROWDED TO THE // DRAWING NUMBER: SU-1 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SPECK PURPOSES AND MUST BE KEPT CONFIDENTIAL AM SECRET FROM OTHM 09-30-08 48 e ti MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS LIMITATIONS TAPE ONLY (FOR LOW PRESSURE o NOT TO EXCEED CONNECTING 2 IN. W.G.) SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO Bandli MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.)SEE PRESURELIMITATIONS FOR PLASTIC CLAMPS** MIN. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** SPLICING A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING .WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A'SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. •• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF, PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JAC 0 BS EN HOMES NOTICE: DRAW BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAxtNGS ARE S.A. 6 — 6 — 9 4 0011111111111111771 ❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWNG TITLE: ❑„❑ INC. SIALS OF JACOMATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS SEN PROMANUFACTURING TO THE MOBILE HOME SET—UP DUCTWORK SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST DE DRAWNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTAL AND SECRET FROM OTHERS SU-1 3-0O1 O N ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. ISTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAYANGS ARE R.R. 01-21-00 ED[IDED ■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: CLOTHES DRYER VENTING nMATERIALS BOX 36B INC. SUCH'MATERIALS ARE PROVIDED TO THEELECT. /l-�1P.O. ❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 .so ; . SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT — SET—UP OF THIS HOME REQUIRES THAT AN ON —SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN' PIPE AND ELBOW (1 /4" PER FOOT MIN. SLOPE) r lrL IV UL JVr1-VI\ILV 4'-0" O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. 7-1 (SEE DETAIL W) ,,SCR EEFACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. 000� JACOBSEN HOMES x°TTC TFESE saEaFlCA710Ns AM oRArMa ARE DRAY" BY: M.T. " 03-08-07 REV LETn>� DRAMANc TITLE W/H PAN DRAIN P.O. BOX 368 MOM. Ma)RUMY, AM CMRDG & MATERIALS OF .uCCM MA WACI"G Q 'vl ■;;n W, RO MAIEFM ARE PROVED TO THE DRAxNc NUMBER- SU-15-0003 ❑❑❑❑ SAFE(FLORIDA PHONE27)7� �MIY AND SEMI 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC,.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRANING TITLE: MATERIALS OF JACOBSEN MANUFACTURING ❑��❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0002 52 11 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY- OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) mvm JACOBSEN HOMES 1fM I IM AM MARJIIIS ARE eY. M.T. DATE. 10-16-07 ORlWN. PRWRUARY, AND MWWOMAL DRAWNG TITIE P.O. BOX 368 NA1Q1LS ASI OF dACOW YAMIFACIG CLOTHES DRYER VENTING — N- SM WITF M ARE PWW 10 IM SAFETY HARBOR, FLORIDA 34695 RiO W FOR IPEZ#1C RIrPW AID WA IE DRAWING NUMBER PHONE (727) 726-1138 an CD?6IDF]IIAL AID mm ffm o m SU-15-0004 ui l 53 J BOTTOM BOARD P-TRAP ACCESS PANELS -y APPROX. 1" I I I � I I HOLE I I � I PATCH TO BE SAME I I MATERIAL AS BOTTOM I I BOARD BEING REPAIRED. L — — — — — J HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. 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 JAC O B S E N HOMES NOTICK THESE SPEOFICATIDNS AND DRAWNGS ARE DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: ONMAI, PRDPRETARY, AND CONFMEN L MATERIALS OF JACOBSENAM MANUFACTMNG DRAWING TITLE: ;mu P.O. BOX 368 BOTTOM BOARD P-TRAP ACCESS , �� SAFETY HARBOR, FLORIDA 34695 RE d7C. SUCH YATERIAlS ARE PROVIDED TO THE REWW FUR SPEWCPUId'M Alp WM BE DRAWING NUMBER - PHONE (727) 726-1138 I0T COMM AND SEU FROM OTHERS. SU-15-0010 (10-08-08) 54. 51 PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. I I UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES NOTICE DRAWN 8Y: DATE REV. LETIEft THESE sPEgF1URON5 AND DRAWHIS ARE C.L.Y. 3-21-95 OR MAL, PROPFETW AND CONFR)FllilAL DRAWWC TI p,� P.O. BOX 368 MATERIALS OF JACOM UMFAC70NG ' R HANDLER CROSS -OVER WC. SUCH MATERIALS ARE PR=n TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPEC00 FUR Z Ala mm BE PHONE (813) 726-1138 IVT CON WPAL MG SEW FROM OHM DRAWWG NUMBER SU—AC-01 OD 55 NOTES