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MAR 9 4 Z019 MAR 19 2019 T-UP MANUAL SCANNED BY St. Lucie Cou G�� 1:1 [:: [:1 JA;OBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726413 8 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV--07/14 NOTES 56 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS - - - *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION- TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 .0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8' IS IIA79MUN ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES T.. sPE.,,NT0016TIua NMINCS ARE DRANK BY. O.A. DATE 11-21-06 I REV. LBTIEK P.O. BOX 368 ORMAL PROPREMR'K AM W10Q1M NC. WM JACOM mA CIMG D DRANING TITLE MANUFACTURED HOME SET-UP MATIM ARE PR M TW u 3 SAFETY HARBOR, FLORIDA 34695 gFp1 Lp19C MRPM kV MUM M DRANING NUMBER ❑❑ PHONE (727) 726-1138 MPT Om mM. AM SEM nm DII.RS SU-01-0001 (10-08-08) DETAILS "A' AND "B" MAD FM P �� 7RFAIFD W®t (gE 11� f"T PER CAPPED WIN SOLD cmm an ou'r moo r X tr X 1C mo YASOEO' DD06—�_ WTI OPEN OBIS VFR m SEE TABLE I FOR PER FOOIE 9miG AND SPAIM 9WIG7106 (PASS 11) (S+IE SIHA FOR 16 X 16 PREGSF PIER PAD SPA=) SEE NOTE W� RBUNE ALL ORCAIC YATDUIr' AND PLACE PAD 01 STABLE SOi MW FROST LINE PER WA CODE REOUSSM SEE NODE /1 DETAIL 'A' maimm V,m WB1 MAX KI MBLE SOLI. MAW) TIE-OOWI STRAPS ATGDBD-\ TO m EERY C LIAMS ON Tim EAOI SECTION TO BE CQDECTED TO A DOUBLE NEW ARM DOUBLE HEADED wa /3 FE CAVED WIN SOLD CDIIQRTE BI= (IUL r THICK) r X r X 16' MLED MASONRY 9DDf5 WITH Do MIS VERDGL ANDUK j1FOR MAIL PIER IBIGIIS SEE TABLE FOR PER TWO sm AND SPA= SPECW=IS (PATE 10) UMt M ALL MMIC MATEI6AL AID RACE PAD ON SM®E Sm BEA FIDSTIDME PER LOCAL CODE SEE ND1E R� DETAIL 'B' \SEE NOTE 12 (ODEN901 VAAES WTI MAX ALIDI9ABE SOL EdARNIl. JACOBSEN HOMES P.D. BOX 368 PHONARB E CAR726-1138 OM 34695 11 P E m 360 MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT 1-BEAMS. 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (ic7 - 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE (ALL SEAMS TO OVERLAP 12' MIN.) 8. PIERS SUPPORTING THE ]-BEAMS TO BE WITHIN 240 OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE [-BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY Revised DNC. ec 17,2008 I FFOEXAL YAXOFALTIXEO HOPE COXSTIWCIIOX MO SAFflY STGNOMpS DETAILS 'A' 8e 'B° A SU-01-0001.1 I (12-15-DB) AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT CONNECTION BEIEEB CROSS -OVER SUPPLY DISTRIBUTION BOX) I / DUCTS SHALL BE MADE PER OTHER DETALS 0kHANDLER 00 CEILING BOARD PLENUM (DUCT DISTRI9ITON BO%) ARRIAGE LUEDUCT RISER(S)(SUPPLY DUCTS)A/C SYSTEM (AIR HANDLER, ETC...)SIMED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW JACOBSEN HOMES I W.N011C� HXAX" 0T: m' I '-m MO L PRWRETA "m PIGXHXE Ala C.L.Y. 3-21-95 �� PST'• AND WOMRAL DRANWC O P.O. BOX 366 W_ SUCH A AA ARE YNAIFA M DIE HANDLER CROSS -OVER PIG 91D1 YA7M ARE PRONPFD TO M SAFETY HARBOR. FLOE 34696 RTOCftl1 R&A PSEQU RD Y6'1B ORAYRIC NUYDR 1 PHONE (813) 7T6-1138 gFiLOiLDINlNDYOaTOIW onn6 $U-AD-TAUT 55 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P—TRAP ACCESS PANELS WALL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WALL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL 3. NORMAL BOTTOM BOARD REPAIRS WLL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES HOTTCEbT: ll6g sPEfSICA00N5 AM OiA19JCS ARE I D.M.T. "AIL 10-31-01 My. LII[C DRAINING TITLE BOARD P-TRAP ACCESS D ORtiJAI. PROPRIETARY. ADO CONFIDENTIAL. MATERIALS OF JACOBSEURJ N MANUFACTG D P.O. BOX 368 INC.INCSKH MATRONS AM PROVIDED To THE BOTTOM MINING NUMBER: SAFETY HARBOR, FLORIDA M95 R PERT FOR SfiOC FIAF09.S AND Y157 BE (10-08-08) PHONE (727) 726-11-M RPTCORDERMAlaSECRET RRIODERL SU-155-0010 54 Jacobsen Homes Land at Frame (each 1-Ream locatlon), Perimeter (sldawaR area), and Mating Line rar Homes Requiring Perimeter Supports On Pounds] - ALL WINOZONES, ALL EXPO5UREM, AMU ALL FLOOR SYSTEMS LIOIST SIZE IS] Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4ft. Frame 1260 1460 1660 Perimeter 1202 1422 164Z Mating Line 2164 2604 3044 6H. Frame 1890 2190 2490 Perimeter 1903 2133 2463 Mating Line 3246 3996 4566 aft. Frame Z5ZO Z920 3320 Perimeter 2404 29" 3294 Mating Une 4328 5208 6088 10 ft. Frame 31SO 3650 4150 Perimeter 8ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 R. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing Is equal. However, If different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi-sectlon homes. However, if a single section home is being installed, the perimeter spacing should be used along both sldewall areas and the mating line spacing can be ignored. Alternate perimeter Pier Placement kit Perimeter not shown for clarity 1r ;� /'/ \~ �• (do not cut out) Added support above per F.Amal IV,anufacbW ed � � `� "}5;�/ YonJe moo,' huction gyp• `'�w� \ Recessed Pier 1. As an alternate to placing the perimeter pier directly underthe 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 flour joists is used on top of the recessed pier (see detail above). 2. The ten inches(10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be a pplied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL wincizones and exposures. 4. Also refer to SU-01.0005,SU-01-0005.1, and SU-01-0005.2 5. Refer to of h er details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. \�oPvp,El G. T0� �•��i No. (, PE10505134 :. p'•., STATE OF ;•lu 4i S OAF'• /!!'DIAT�P: ��ii9 �grgiiS!^ONIA el�tosoR� SU-01-0001.2 5/6/2014 04. F u y Peekrai P.'a�uiicl^scd _ \.. {ior It • i ! l—_Iio12 ,let g Jacobsen Homes Footing Capacities 81n. A 16 In Wngle stack, pier 261n. a 16 In. (double stack) ner Sall Minimum Minimum sea2in6 Fasting Footing Umel.1 led Unreinf ..ed Opacitrw sit.(in.) Ale. ,ma, 1 Matlm mFootinH ose-Implac maximumfootinH asdmplace (paQ CaPapie,lIs.) .,at... Laterite jibs.) laterite mi.Mum mimv tMcknesl(ln.) 16.16 256 ;60p 6 L'oh, 6 20A 20 IN ;6W 6 I.6M 6 of a 2a A2a 576 3,700 6 grotto 6 O O 30aw 900 5'saw a 5,8w 6 O � I6a36 1,296 o,9p0 10 1,100 8 a2 1,764 Wines to 10,7w la Isla ;3a 13,100 12 13,bo0 10 16,16 256 ;Soo 6 3.500 6 20,20 400 a," 6 I,OW 6 w ' d 34,34 576 516W 8 5,000 6 C) O 30, to slid 8.500 vanal 10 35M 8 N � 36,36 1,296 131,4011 10 12,600 8 42,42 117" 16jM an. 1 12 16,860 Islas 10 48.I8 2.3" 21.1N excra 4 II 21,600 n 16.16 256 3AW 6 31I00 6 N 2011 IN s,3W 6 5)00 6 4 O SaaN S76 7,00 8 1,700 6 Co O 30a30 9W 11,7W mans, 1 10 I1,9W s 36,36 2,296 I6,)W a 15 16,9C0 xxxx I SO al 1,76I 21,700 18 2;7w 12 16,16 256 6,300 6 I,30 6 n Man b0 6,7W 6 6r)w 6 O 0 24a24 576 9,tiw ar I 8 9.700 6 n ri 3aa3o 9w 1IpW to ss,poo e 36x 36 1,296 20,700 12 z1ow 10 16a 26 256 5,2w 6 5,200 6 dIll 40 s,1w • 8 8.100 6 y 2a,2a Sob ILSW 1 10 11,700 6 1+ �) M 30x30 9W 17.80) meal 1 12 1$1W 6 16, 36 1,396 25,aW evil 4 lI ]5,9w IO N W6a16 256 7,w0 6 ),aw 6 �pe d 30,20 IW IO,BW mr. I 8 ]0,9W 6 �1 _ o Slab 576 15$W eas 1 10 15,00 8 30.30 900 23,300 111 12 24,200 10 1. The footing sizes shaven are for square pads and are based onine area (.a I), shear and bending real for the lead, shown.Other :anlduratmm, such as rectangular or circular configurat'and, an M used, provided the area and depth is equal or greater than the area and depth of the square fooWB show in the table, and the distance from the edge of t'ne pier to the edge W the feeling is not less than the blokia ss of the heating. Z. the 6in. cast-In-pbce values an he used Into in. unremfer[edprecastmnnetefaoongs. 3. IM1e capacity values listed have been reduced by the dead ,0ad of the concrete heating. o. Conerete block piers must not ii their defile opacity ofI As. for Bin. rl6 in. single stack block and 16,00 lbs. forlitin,al6 m. double asap block 5. A registered professional en8imeer or•e8idered archaecl shall prepare the design, if the two exceeds the capacity 'or single or double cock concrete blob piers shown in footnote i 6 On the frame(pbeam) a single stack block prtrshay. aw exceed 36- high pee foarme a for mawnmm cauai and a douple stalk Wok wCh interloped bloi shall net e¢eed 60' hid, (see famarre o for maximum capacity). When installed along the perimeter or the mating line a single stack black pin shill not exceed $a- in height (see footnote a for maimum ail ity) Any pier that exceed the Intents specified irr this footnote shall be designed by a registered professional engine,, or registered architect. ). toured(asuimobca)a, precast mnmet, footings are appropriate for all soil types. ABS plastic loonies (pads) shall any he usedln cmrdance with the pad manufacturer's mstrunnns and must be tented far use In the soil daudilation at the site, listed and tabled fail Ile required load capacity, 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. (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) NOTES, JACOBSEN HOMES mm ��`m DRAW=ARE m mar. M.T.vnlr 10-18-07 nc..wrr fJd74LLr PRfffEfARY, AND CMn)D= P.O. BOX 368 W11 M OF JAAI13X BAMACmNIG DRAMNGTTLECLOTHES DRYER VENTING AM RIN N Rd g)G ATBal.S cut W TO u[ SAFETY HARBOR, FLORmA 31695 KW OIT fs 9= RUM w Y S ORARRIG NULIBM PHONE (727) 726-1138 AFPT m9a m Ago ME mm o m SU-15-0004 4 SU-01-0001.3 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. RANCE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: 1NEE SPE AND ORANINDS ME UNAM tli: C A J UMIL 6-6-94 ❑❑■❑ OFRIIETM URRNAI, POFJX'ARY, AND DRAMNG R11.E: ❑„❑ P.O. BOX 368 MATERIALS AT ULS SENARE RUDEDCTMRING UFACT RING IND, SDOI YAIFRIALS ARE PROMDEO TO lE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 EOMI FOR WW ROM W OUST E NFPT CDEID D4 AND WE1 FROM 01ERS DRAWWG NUMBER: SO-15-0002 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. OCKING SEOUENC 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. S. 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. S. 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. ❑❑ 00- JACOBSEN HOMES TEEWE�M.AMSOMDDRAUMMMIE """"' O.A. 06-06-94 P.O. BOX MATERIALS DF,MTARY. YANUFACOM WATIRI4 FRDPPoE OB U DDHRDENiLLL DRAWWC 71TIE: MOBILE HOME SET-UP 2 SUCH MAC u� PRN D TO THE FLORIDAN_ SAFETY HARBOR, ORI34695 PHONE (727) 726-1138 RFOVR FOR 9EDFC FLUM4R MD NEW E KEPT CCNmMI AM=0 FIN DDEAS DRAWNG NUMBER: SU-DI-0DD2 (09-30-08) 52 5 SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 ",,,—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 5 3 SEE NOTE #2 r SEE NOTE #4 — NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑.❑ ❑,�❑ ❑❑❑❑ JACOBSEN HOMES P.D. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPEOFlCAnONS AND DMWNGS ARE ORIGINAL, PROPRIETARY. AND CONFIDENOAL MATERIALS OF JACOBSEN MANUFACTURING MC. SUCH MATMA15 ARE PROVIDED TO THE REOPRNT FOR 9 anc PUR09s AND ROST BE IIFPT COMiDEKM Arm SECRET TRU DIMn DRAWN BY: S.A. DA E: 6-6-94 REV. LE TER: DRAWING TITLE: DOUBLE WIDE BLOCKING DRAPING NUMBER: SU-01-0003 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN PIPE AND ELBOW (1/4' PER FOOT MIN. SLOPE) TYP. WATER HEATER rPRESSURE AND TEMPERATURE I !Y/ RELIEF LINE II TYP FLOOR SYSTEM PIPE TO BE SUPPORTED 4'-0' O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED �TYP. I —BEAM AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN - PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WALL BE SHIPPED LOOSE 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. JACOBSEN HOMES TIFSE ,E,.T,,.nND DMWaGS ARE DRAWN H. M.T. DA" 03-08-07 1 a" all uaOW, PROPRIETARY. AND COIFmRUL DRAWING TI1lE: D . ' P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING W/H PAN DRAIN u WIC. 90 MATERIALS APE PROM TO DE ❑ SAFETYHARBOR,7OR, 726-1138LORIDA 95 �qT�M �P� F� GR DRAWING NUMBER: ( ) SU-15-0003 10 51 6 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: I - RE -MOVE -THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. ISTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: JACOBSEN HOMES NOTICE: THESESPEMCATIONSANDDRAWNGSARER.R. DRAWN BY: DATE: 01-21-00 KtY. ¢I IV: 14H ORIGINAL, PROPRIETARY, AND CONROENTALDRAWING MATERIALS OF JACOBSEN MANUFACTURING'L-L\ TITLE:/P.O. BOX 368 RIC SUCH MARRIA ARE PROM ED TO THE ELECT. CLOTHES DRYER VENTINGSAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - REVERT FOR SPEORC PmIPOSES AND MT DE KEPT CONRDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: 91-15-0001 so SEE NOTE #7 SEE NOTE #6 2 1 (3) NOTE #5 > SEE N0T 3 SEE NOTE #2 f r SEE NOTE #4 � NOTE #5 I NOTE #1 NOTEE 3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME 1-BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48' AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑ ❑❑❑ ❑❑■❑ORIGNAL. ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESESPEFJBCARDNSANDDRAWNGSME PROPRETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MAMTFACTURING &C SUCH MATERIALS ARE PROVIDED TO THE REOPENT FOR SPD:K PJRPCGES AND IMST BE KEPT CONRODITML AND SECET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-,4 REV. LETTER: DRAWNG TIRE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS I TIRN 1011.111010111116 B TN AMMON TO OTIRR TIDOIINH NEgUO1E111 TN TOI MANUAL - ALL MOM WInnB A W MM ®1 TW- FOEEPIAIM ON ®EMIW L OR E4WIARE WALL HOST BEAM NOTE F 1ETER ROODMG REQUIREDAT 46' O.C. YAX RFTTN TO W)-01-0000 ANY ORE TM AIMMIA 1HDWTTT AT I MEWALL DO MARNMBE WALL LIIYm1 EAM SIB OF ALL EXT®IIO\ RIDERS IDCATEO ON WOEWALLT. 2 OR MOM 461/2' MNDWS 1111130 II13IRRI M AT EAOI 6110 AM EE7W®Y EAOI OPIEMNS RUN RECETSTD AWAS REONE FUS SPA® 64' O.C. MAX (IB' OR LESS N Dem) RECLSSPD AREAS 1T/SEE BAY REM PUS SPAM �64O CMAX THB ALM APPLu7 TO ALL 61CWALL BAY W WOOM LWAME MTCIRM BY A FRAME MB BONER BAROMEN TUB AT SOIEYMALL OR MMTOA6E WALL - CAMPM I ALDN6 IImEWALL OR MARRIAIOB WALL (APPLIES TO BATH tWETS BO' OR 10iFJITER N LDICN) (SAME RMG MAY EE UM) FOR MULTIPLE 461/2' WIDOWS) I I •• SPECJAL BLOOLIND NOTE FOR 15'-AR' 111118141711 WIDE IP.L® FLOOR SECITTION19 ONLY3 . FUMM ROCIONG IS ROM (MARBME ANO SDEll 91Wr ON 00MU MAX SPAM DAM APPROVAI HIM IE1fL FLOOR SSSRTI FTRA (SOEIIHL TO SmIML OR MMAM Ill EEW NSfAl1NC PtRKO RD7S N13171m: LU ItlIV I S E 13 I. FOR DE AmmIAL 1oDaAc RIDGED AS IDUTED ADM USE 1C I IC PER PADS W L p'�' L IODATE 100M UNDER PUMM ,OST O IIMI C OF DE END OF 2d BSIS LOCA11D AT IC OC MAOAN. - pC MAR 20 2014 O I mud PUS ARE N AOlO01 TO ANY DOER REM PETS AIDS MATA IRE L FUNIV R HO R Ic 5 RfUEED IRER 1LE RM OURI R SIEXWS) W O.C. MIL d TedM•I wmnm•m m E FERS USID FIR P4IEETEN WORT MUST RE NSPNIFD BIR IRELOW OBNOI PM MSL 10 DE SWEER RAL �sday O L 11E1 PIWIER &DOW IS RIMM AW MAINTIE 09 SPM BEATEN DWI 16. RM HAVE NIM091E PETSAnd SWA-ds PWOD AT RAL W OO DUPT 18C WE FA 91 SPEX ROTE • •. WE TD 914-0051 AND 9"-OODSt FOR 24 ROBE S57M JAMBSEN HOMES TIME S�IENOTETDaAM DRAT= AM Lmma mFJAMBS. AM mTavDDL AG A W190 DRAYIN BY: O.A. DATE. 4-12-00 �' IE7IER OtAYl1G tree ADD11IONAL BLOCKING P.O. BOX 368 FLORID726-113B SAPETYWNEE MARL ARE P xc STDI WIDWS A@ q 01L®10 7IE O TO DIE UT �I111� WAY"N (( 13) CMFF M SEDD ROAM OHM SU-01-0005 (07-19-14 ) MOBILE HOME SET-UP - - USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION ;�,!�,',��//��A��� FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE NOT TO EXCEED D 1 1/2 INCHES. C) APPLY DUCT TAPE- AROUND CORE AND C) ABOUT THREE INCHES. APPLY DUCT TAPE. AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE- AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO BandEE A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP.• AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE A)- FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 IN. W.G.) HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE LIMITATIONS FOR C) CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS-- MIN. LES. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX �!!!!'!'�//JJJJA��� FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM �wVl/ B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES. NOT TO EXCEED C) APPLY DUCT TAPE- AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING EACH. D) PLACE CLAMP-- AROUND TAPE AND ' PLASTIC CLAMPS.. CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET wmcaFJACKET AND APPLY DUCT TAPE* AROUND AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. . DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622. TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. �• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-15O). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE BPEGFlCARONS AND ORAMINGS ARE DRAWN BY: S.A. DATE 6-6-94 REV. ET ER: DRA'MNG DTLE: MOBILE HOME SET-UP DUCTWORK ❑❑■❑ ❑,.❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 OMONAL. PROPRIETARY, AND COIFlOD!➢AL MATERIALS OF JACOBSEN MMUFACTURING NO. SUCH MATERIALS ARE PRONDED TO THE KOPIENT FOR SPBOO PMiP03S AND MUST BE KEPT CONRDFNTIAL AND SECRET FROM OTHERS. DRA'MNG NUMBER: SU-13-0610 49 MOBILE HOME SET—UP L'�_ •LL .L JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL — SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER 'Y J FITTING UNIT IS SHOWN MATH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER. CONDENSER. AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. AIR ROW JACOBSEN HOMES x0T7OND TNE4 S. AND ARE DRANK BY: O.A. DATE 06-06-94 REV. ETTFft: PROPITIONS CMf OPoF9IAL POFJACOBSE AND DtlFlOEMUL W�'� OF YANUFACIURRE pRAy�p BITE: DOUBLE WIDE A.C. CONNECTIONS n A P.O. Box 368 INC SUtlI m ARE MS ARE PROILFD 70 THE SAFETY HARBOR, FLORIDA26-11 34695 PHONE (727) 726-1138 R 9 HPf faimmAL Na S37ET FlXY D11E1s XE" OR FOR � RSEM NO MW BRIE pRAMANG NUMBER: $LI-13-0001 (09-30-08) (APPLICABLE TO ALL IMPERIAL AND D4ORO COTTAGES OTH 184" FLOOR *WINS -SEE FL-01-CM2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD UIN. I= PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/1YIATELNE WALL 4B"I24" 64"/40" 64"/41r 1,1Az LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# ALL "OZOIJ ALL exposm 20 PSF ROOF C-FL- 89.01 - 89.03 APPROVED BY ay 07,2009 ffirI411 6.xatF mMSHLCRON AIM SMIM STAIIM5 JAdOB5EN HOMES �> y� -' KT " 03-02-o9 " P.a BOX 360 TIDY measy'DD i4 '�p PER. 9.00KNG REO(AtJkIflS SAFETY HARBOR, FLOMIIA 34696 �■ PMAE (727) 7z6-11se 9N' P SU-01-0005,1 W 9 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS 119.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING 15 REQUIRED (51DEWALLS EL MARRIAGE WALLS) BW ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. [EXCEPT AS NOTED ON 5U-01-00051 (SEE SU-01-0005.1 FOR 1B4" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE 5U-01-0005 FOR 1114" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE —FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE OONC7E:IE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET—UP MANUAL 2 THE PRE —FABRICATED PEA PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCIIQRS AND MEET THE MINIMUM PER CAPACITIES SIM ABOVE 3. ALL. OROt REOINEAFNIS ARE TO BE ADHERED TO AS SPECIFIED N THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. Z 4 �vfl W 9 o MAR 19 2014 m mCL 0 L1 Fed.PTI MRnufatred m Q Nome Conseucoon v And 9dety Swdvds 1771110 JACOBSEN HOMES THESE 8ffi1G1NgmAm 01MNS ATE o1eWAL PAOPIiE7ARY, AND C/IrWM "Am"EYOUNG DA'� 11-18-2011 N[K LII[C DRAWING TIRE: P.O. BOX 36B MATERIALS OF JAOGB971 MANUFACIURNG MIDI TT¢ MATERIALS AREOSIS P[RII¢TER BLOCKING IMP —DC SAFETY HARBOR, FLORIDA 34695 FE IT FM AM J TWM DRAWING NUMBER: ILLJLJ PHONE (813) 726-1138 KEPT 01M M SOM FRI18167� SU-01-0005.2 1 03-19-2014 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED ---� TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS —OVER ` WATER CROSS —OVER (SEE ELECTRICAL SET—UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS —OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS —OVER. NOTES: I. CONNECT WATER ONES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE NTH 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 WTH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑.❑ JACOBSEN HOMES NOTICE: T1ESE SPEOFl NOT AEG MRANINGS ARE OWDNAI, PROPRIETARY, ANO CIINROENUAL MATERIA3 OF JACOBSEN MANUFACTURING urtnnn m: C.L.Y. un¢; 10-23-95 nu. / DRAINING PRE: WATER CROSS —OVER ❑"❑ P.O. BOX 368 NC SUCH MATERIALS ARE PROVCED TO THE /H\ DRAWING NUMBER: SU-1I-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REDPRAT FM � = RIAPOSEG ma MOT K KEPT GONFIOLHTAL AND SECRET FROM OTLLRS 10 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP / / 2' 3 / D O ALT. VENTED W.C. 3" o/ / 3_ / INDICATES BOTTOM 3. OF HOME r 1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT ONVLDROP / CONNECTION) W.C.1 1/23" O / D 3' TO ON SITE DRAIN CONNECTION / MINIMUM SLOPE 3 1/ 1/8" PER FT. /} WITH CLEAN -OUT 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2' DROP / / / ' 2' 3" 2' 0 TYPICAL 3" Q 1 1/2" DROP 0 / / / 1 1/2- 1 1/2" INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" k 1/4" PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y h 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 SECTION / / / �3/4" THREADED INLET DROP -3/4" ELLT�1�'4" 3/4' TEE AND FRESH WATER INLET FOR 3/4' THREADED 3/4" ELL SINGLE WOES AND MULTI- NOTE: INLET -FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WDFS 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-WDFS WITH OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN ONE SFCTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ [TINE]ORIGINAL ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B NOTICE: THESE SPECIFICATIONS AND DRAYANGS ARE PROPRIETARY, AND COVBDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC.SUCH 5NAIEAIALR ARE PROWDEO TD THE REOP018 FOR SPECOIC PURPOSES AND MUST BE KEPT LGMIDENDAL MO SECRET FROI DTHERS. S.A. 6-6-94 DRAWING TITLE: DRAIN SET—UP DRAWING NUMBER: SU-11-0005 46 1110111 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM b� FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL II, FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES NOsMe TRIG s. DMG AID OLAMIIO AO GROIN, PRWR AND G 6LL CWD P.D. BOX 365 OF FACTI MATERIALS SMI M A M ROYM TOME M3 AM RiN4D TO ME W. FIICIIN SAFELY HARBOR. FLORIDA726-11 3/895 HH FISTED RMi'045 AD S S LLjLu PHONE (727) 728-1138 a" 1:3 m RPT OOfED1UL NO SDOR RI01 OOFS I COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT III, THE MARRIAGELINE) A M.T. GIER) LABELS B SU-01-0006 ADDITIONAL RECESSED PORCH BLOCKING (MS Elms TS N ADOm a BLO is am N TRS NA x) 0111 SEE OM 'X-x I I SEE OETAL iYP. RECESSED PORCH aI AOO(D I-M UNOFR ETIIODOt USE OETNL T ONLY *INN OUR(GGER TS ON T100R JOST aEECRY MR I= POST LIT\ L— J M — PER uNJER ADDED I-eEW REtESgD PORdI KMPFRS SPACED 54• at: WUC (AM PUS AT POROI PDSUj AS SIM PER uROER AOem I-f£All 6c o.G MAX _ PIER SPACING AT VARRIMALL .. VDIE MWIDE BER£D( EW OF PIER AND OM OF PORCH POST NAY NOE WO DEPM OF TIP. Paw PGA ir. Paw POST RWR Jow (51/1) TV. PaCH Rm" S 1 MAX - IYP. Paw ROCRBG' . PM AM Aw Paw ROa JOIN WRE Paw PERDE'IEIt RAL �� (2) 2 X 6 PT I Er IOL OOIBIE Pomai PERDEIm RAL ]Tlp TV. IE-DOYN STRAP BRD0 BERM 2 TIP. ➢E-OOxH STRAP(gE OR R OffAaS) PORCH RDa JOISTS TIP.PER(6'(SE OVER OETO 16` X Ir I PLR PAO IC X Ir ION. PIER PAD CROSS SECTION VIEW At CROW-SECTTON VIEW Bl - TYP. PORCH POST Tip. PaCH R000NG _. TIP. Paw POSE �NOX' DSTANCE 8040 ED(E OF Tip. PORCH ROORBG 51 YyAlt RER ANO EDGE OF Paw POST P'aO1 ROOK JD67 PORCH ROOK JOIST MAY NOT EIIO S I/Y (2) 2 16 PT x Ir•REN (2) 2 X e PI M Ir L%L-" tYP. TE-Dori smAP PORCH ROOK JOISTS ROM JOSTS2 (Sm am LONGITUDINAL VIEW A2 LONGI1lUD1NAL. VIEW B2 DETAIL 'A' NOTES: ' ` Off' ••'(lF!•.. vC� e� ROTES: 7 ,•'F,A C'L!'`•,'L % APPROVED BY L ADMXM Xb= REM= AS l=IEO AM (USE IC x IC PER � ! 6 •�<` • � PADS ON 1000 PSF SOL WAOIY) 0. 2 LOOOE BLOOCHG LBE R PEBMEIER JOIST a ■TN S I/r OF DID OF IC' at iiY;_ 13,2006 FiTmm 9DOW 15 RE"m UHm POAOI AT EACH POST (6I. at RATS) L ilort I1 yC. �(ry MAIL SUIX O BEO RID AS 2=11D AHK UNDER CENTER OF ADDED I -VA s •. v E EEueRAE t..uE.cEurto iw.e ' atW00 M ODfISIPYLVOfIMO LEET SEM0Y�O5 1 SEE 01 EA DEER TA S FOR DOREWIND 6L000UC LOCATIONS ' F-• ;c4opIIDQ:.•`Gtr.� ` + L Am I-ocAU AT POROT/ETIDI60R MALL MAY PHU 91 SITE FROM MAX ROUSE HALL, W.,.stS'. ........�.G1,S���A• ii LFA,• Y: SAIL' M. Lum JACOBSEN HOMES 7f0 RR I1-28-06 MAI 4WGAROq AIMIWIEEBSAK .. UXUA6 PA011REAY6 AM **#mom% NiNC nTLc ADDITION CESSE]) _ P.A BOX 368 vA�f AI SOREROMTomHE PORCH BLODW Dt 9A, WW=ARM#0 t6 n[ SAFETY HARBOR. i7ORmA 3E695 an cm WL m A FlaaSs Alb Y6I K DRAIANO IANBFIt PxorrE (eta) rr6=u6e mr a�m� M 3100131 Fml wos SU-01-0007 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS ® _ff DIRECTION OF FLOW 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: 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 0 = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN = 1 1/2" DRAIN LINE = 2" DRAIN LINE FITTING NAME: = 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. LONG TURN 90' ELL -SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD - BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESESPEQRCARONSANDDRAWINGSMESA.6-6-94MONAL DRAINING FILE: SET-UP KIT. PL. FITTINGS WEIDE111 PROPRIETARY, MU CONDOENOAL MATEWAL OF JACOBSEN MANUFACTURING P.O. BOX 368 WC. SUCH MATERIALS ARE PRONGED TO THESAFETY DRANWG NUMBER: SU-11-0010 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPENT FOR SPEORC PURPOSES AND MIST BE KEPT ar81DENDAL MD SECRET FROM OTHERS 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. ®❑❑ JACOBSEN HOMES W. ,E.,A.T.ICC.& A.. AM UNAVM UT. D.M.T. 09-29-08 aam+k B as Aewlr, M �m DRAWNG TITLE ,� P.O. 80X 366 RATUDIS YOF �'� wA RI GME G PLUMBING TEST SAFETYHONER(727) 726 DAB 95 WT u X ROM� OMM DRANiNG NUYBEA: SU-11-0002 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 John C. Doeden, PE ` *::a5464 15133 CR 22 - : 9/T6/u1 Goshen, IN 46528 vo i.- Phone: (574) 825-76ts 0% STATE OF 0 A .A` p ,0�GrSo� O R (;,I 0 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTRUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKWG 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 NOTES: . 1. HOST BEAM INSTALLATION IS FOR ON-91E STRUCTURE ATTACHMENT- 20' HIDE MAX AM ZONE 2 OR *AM W. B SITES. 16' VDDE MAX WM ZONE 3 OR 140MM DR 0 SITES Z MIN. BRACKET LOAD .CAPACITY FOR VERTICAL llE-DOWNS IS 24501 WND ZONE 2. 29601 MMND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF /3 IC O.C. 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE JACOBSEN HOMES " AM . ORt SAFELY NE (727 R28-11 034695 . PHONE (727) 726-IISB . ALSO MEETS WINOZONE-N DPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY Jan 20,200 ON PiNC. FEDERAL UAKUFALTURED NONE CONSTRUCOON AND SAFETY STANDARDS T. BATE 01-10-07 REv. LET M ATL TO HOST BEAM — SU-0I-ODOB MOBILE HOME SET—UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT" AND CONNECT. THE "QUICK -DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑Egl JACOBSEN HOMES NOTIM �—o,: 411E „� �1C1,,,� „� �,� „� D.M.T. 3-22-95 A 090NN. F'ROPRETARY, Nm WV"WiEG DRAWNG DRE ffo4vw7q P.O. BOX 368 � NATO WWS AM w'�0 PLUMB. CON. k GAS TEST SAFETY HARBOR, FLORIDA 34695 RW1410 M 9M MOSES No VM BE DRAWRG NUMBM 09-29� PHONE (727) 726-1136 KEPTCOFTOMLA1DSEXTFR01OTHD . SU-11-0001 14 W 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 TOCETTHER 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: ME SPECIFICATIONS AND DRABNGS ME DRAWN BY: S.A.DATE: 6-E-94 REV. LETTER: DRAW9NG TITLE: DRIGINAI, PROPRIETARY. AND CONFIDENTIAL ❑\I❑ P.O. MATERIALS OF JACOBSEN MANUFACMRING SUCH MATFRMIS ARE PRONOED TO THE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 ❑❑❑❑ R, FLORIDAPIC. SAFETY HARBOR, ORI34695 PHONE (727) 726-1138 REDPMNT TM SPECSC PMFOSES AND MST BE NmT CONFIDENTIAL AND SEMET ROM OTHERS 42 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI-WDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM - - - MATE LINE - - - - AXLE MAIN I -BEAM BLOCKING PIER `1 BLOCKING PIER MAIN I -BEAM FLUUH SYSILM MUSI UL LEVLL 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'T N1DTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL NOTICE UDNINY ON unlu I¢r. ILIILIC JACOBSEN HOMES TIESESEOFICATIONSAND DRAF1rMME D.M,T. 1D-10-08, ORIBOM4 PRa7r&TARi. AM OWDER IAL ORAEING MM MAIM" OF JACOBSEN MAIAFACRIFING ,I P.O. BOX Bt 90 MAIFEFMS ARE PROVIDED TO THETEMP. BLOCKING SAFETY HARBOR, FLORIDAI 34695 EVER FOR S WIC RFFOSE,S AID 10i a DRAMNG NUMBER: PHONE (727) 726-1138 KE" 0 90M M IMET FROM CUM S()-01-0009 15 WIRE FROM TO GROUND #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE 0 OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER--' LAPPROVED 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 NOTICES NIESESPECIRCADONSAND DRAMNGSME MONK. PROPRIETARY. AND CONRUEABAL Of JMAB MANUFACTURING NA ACO UKAM or. S.A. 6-6-94 — —• DRAWING TITLE: TYPICAL ELECTRICAL GROUND ❑„❑ P.O. BOX 36B DiA NLN WOW ARE PROADEDMANUFA 701NE SJON5 DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPBN7 FOR SPEODIC FUINSE.5 M MT BE IRPT COESIDENOAL AND SEM T O11FAR 41 ELECTRICAL CROSS —OVER & TESTING PROCEDURES MARRIAGE LINE 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 THmSPEDRGNIIDON AM DRAWINGS AM DRAWN BY. D.M.T. DATE: 05-25-06 P.O. BOX 368 19DRAWING ORGHA. MMUARY, Alm CMfMMTUL MTERAIS OF JACOBEEA MANUFACTURIG DRAWING TIME: ELECTRICAL CROSS -OVER PN: MIDI MTLWALS ARE ERDVIIED Ta THE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 WNW FOR %M KlIFW AM MIST a ivT O07LBIRAL Am Eu Amm a7mm (09-29-06) NUMBER: SU-09-0010 40 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" 7V 90" 107- MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LETS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS�7' OR 8' - T = 30' MAX x x TIP NOMINAL 16" X 16" SQUARE PRECAST T CONCRETE FOOTING 00 00 16" MIN. EACH SIDE 4 X 8 X 8 SOLED 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 VVINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS: (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE Im' = 1500 PSI MIN: ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF TO PSF D.L. • REF. CALCS. e. 1-11A- of CGS 02 VAttpUllrrllJpq NOTES: EN ', v 4C i,, � '\STEj�' DAPIA APPROVAL 1. RUM TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIES AND P �fi V;Qp10. FO'•. ''. APPROVED BY SPACINGS. 910334 •' 2 START PIER 1I2 THE ALLOWABLE FROM EACH END �e� OF THE NONE AT EACH I -BEAR, AND MAXIMUM SPACBTG SIOFN N THE CHART ROME EACH I -BEAM. SPACING * : - L OF A�' ABOVE FOR FULL LENGTH OF HOME. �O STATE ;' C. 3. SEE OTHER DETAILS FOR PIER REOUIEWITS AND MANUUM OPENINGS .•!N A p:• LMANUFADTUREDyRSOEM�E AT LUTING LINE OF MULTIPLE WDE HOMES. 4. SEE OTHER DETAILS FOR TIE-N%,W REQUIREMENTS. 'SS • � � ?,�I� Tyy JACOBSEN HOMES 1HfY�EOATGN105D Da ARE hN BY: M.T. DATE: 2-8-99 fEV. IETIER: P.O. BOX 368 \� ORm1Al, PRm¢TARC AND C0ILERML M'IS Tx AACOB N %vwAcII=c W a w MRRIJS Ara EIIPAWD ro THE DRAWING TITLE: 16' x 16' PIER SPACING D U SAFETY ?ORID'�4695 DRAWING FR111BER PHONE �� 00 MT � D� SU-01-0090 17 ALTERNATE MAIN BEAM PIERS (!' x 6 x m" *RrrE �iWS91T0' MGM (k8 NEAR Bi @DR ) W* m4k C T INEATED UOR (m hm A �q C.'DpFQ �.r. d�TMfemim �+yrama SINGLE STACK BLOCK PIER ff 10 AN l ) Mo 45484 • $BOB LE K laCAPAOIY-4f 401E 0 ro 4 II iTAT (F e•a, d VINMAI6EAA RER CUPED Cd)OETE- WADD L� NOJIE Er Y #1ama8S gOOIS DOUBLE STACK BLOCK PIER 16AOD LK CAPAM (SEE kOTE 0 A ► ) x It x 1d HOLO* _CONOETE D00( IS 91O % nDl tF MIS .RN nE FER W �USy7f IPT DI®10. T x d x fir no Gomm am ARE SH* FOAOTAL MIS_ERIV� DIE TOP TO THE WTFW -a THE PHA APT PT EMED f/% FLOOR WIDTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144" *DE FLOOR 2428 LOS 3488 LIDS 4548 LB& 5608 LBS 1W *DE FLOOR 2661 LBS 3836 LOS 5014 LBS DIST LBS 1184- *DE FLOOR 2961 LEM 4258 LEIS 5615 LEES, 6941 LEIS. PIER LOADS INCLUDE %EIGHT OF PIER UP TO 2500 - ADD DEFERENCE %THEN PIER N41G T IS GREATER. NOEEI UNIT WIDENS INCLLDTES A 6' QVIODiAIEG ON BORf SIDES VA>a4AAl. (CHECK PIER PAD LOAD CAPACITIES BASED ON SOO. BEARING PSF) L [ Su-01-OOIO FOR PER SPARING EN US�IG fd x 1d PIER PADS% IaEtJ P�{G Id x fd 1:DIALI R yATAD vOTHER m wnm4m RRY ♦,LIST RE L6110 AID cAId1Fp,TO MO OR RE Z #0 USdO PER PADS TI[Y )IQST BE LISTED • aAR<EO'T,O(�E7GiID OR IDA IAII PO WAOTX A START 1- A� PIER SPAO* 2r FRO`110 END a OE nub, AT EAOI I -SW ANO `IkAW SPA* 910 d) BE ERARF Awg EDR FULL (FLIGn1 a it a ANY PER xDm Awg 6Y VUST BE megOp or A P.E. OR AROHTECL a IO(A�(F�S WST BE SAME LENGTH AID #DTR AS DE ROS 0E #EO( REY RESE 6. [E URD TD Ina AEFR IERDGLLGAPSOR 2 OR 4 NOR 4" SOURIE BOX WAY BY Revised at 17,2008 Nonum r"e, O.A. " 2-8-99 JACOBSEN HOMES OlR 61ROBTApP.O. BOx 36 DAIS ALT. FAIN BEAV PIERS B SAFETY HARBOR. R01tDA 34695 K IWWSPRas M IG ERPHONE (727) 7I6-1f36 �rT` S11-01-0021 (IB-BB-Be) 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. MATERIALSUPPLIED 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 LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: _Vq_ CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS —OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT• 1 NEUTRAL GROUND I 2 N0. 1 N0. 1 N0. 8 200 2 NO. 2 0 1 NQ 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTTCE DRAPN BY: DATE KY. LETTER: JACOBSEN HOMES DOE %ECdICATIONSAMBRAWNGSARE B.C.K. 03-30-12 GaaN. PROPWETARY. Ab coREIMTmAL DRARNG TITLE: „ P.O. BOX 368 MATERIALS OF JACOBSEN MANYACTU(QIG SET-UPELECTRICAL SAFETY E�glD'�95 NC SU01 MATMALS AM PROVIDED TO 1E /B � PI FROM � DRAYANG NUMBER:PHON(813)j�G SU-09-0001 18 39 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. ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CDNRDENTIAL MATERIALS OF MACOBSEN MANUFACTURING v .K I. S.A. ,... �. 7-20-94 .. __.._... DRAWNG TITLE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 FRULS INC. SUCH MATARE PROMDFD TO ME DRAWNG NUMBER: SU-07-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPUNT FDA SPECIFIC PURPOSES AND MAST BE KEPT CMnDENDAL AND SEIMET FROM DINDIIS .33 MINIMUM HOME SET HEIGHT FINISH GRAD 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 IV FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: MESE SPEOTCAIIONS AND DRAraNCS AAE unnrvn o B.E.M. ureic: 2-11-99 ❑❑0❑ ORGNA PROPRIETARY, AND CONFlDEN N MATFAIALS OF MALE MOMIMID ToW DRAWING TITLE: MIN. HOME SET HEIGHT ❑„❑ P.O. BOX 36B ABZSEN E INL. LS ARE PRONDED ME OR ❑❑❑❑ SAFEPHONER 727 7261D113B46B5 ( ) RECIPIENT S`EOPC LI KCC)NFFIXNITAL AND SECRET FROM AND 0110E F ME DRAWING NUMBER: SU-01-0022 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 p4 SEE NOTE q4 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 b4 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 t556 LBS 4444 LEIS 5333 LBS 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 p4 SEE NOTE a4 144" WIDE FLOOR-, 46" 73' 100' SEE NOTE q4 SEE NOTE #4 SEE NOTE q4 160" WIDE FLOOR-- 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE A4 184" WIDE FLOOR-- 37" 58 1/2" ,74, 1/2" 101' SEE NOTE 04 SEE NOTE a4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH -- INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /O S/o ENGINEER APPROVAL: NOTES: `r. ', TO THE CONCRETE DAPIA APPROVAL: %SEE CR L2 5 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE I11Cs, '•% ' /\1 /\[- -FY- (�, OI FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PER THE 7 - "" APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED - AND MEET THE MWIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. ,1�i �T.TC. f;'F 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN :_ '3� ' ... 4'` ' �., �C.^.; •:'Y(;•, 'T�.`� OCT 1 Y ION P HOMES INSTALLATION INSTRUCTIONS. INC. 4. MAL PIER SPACING 8' FOR UNITS VAIN 8" I -BEANS / IO' FOR UNITSWIN 10' OR 12' I -BEAMS (24* MAX. FROM ENDS). FEDERAL MANUFACTURED HOME TI NANDSAFEIYSTANDANDS JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REM, EVER: THESE AND DRAWINGS ARE D.M.T. 09-22-01 L PROP ETMs CONFIM MAO IAL POF AC08 M NUFACTURNGNRAL DRAWING TIRE: P.O. BOX 368 MATERIALS AT JACOBYM ROMDEDDTO THE PRE -FIB. 16" $ 9101 WtOaA6 ARE I io THE 18 1/2- PIER PAD SPACING / SAFETY HARBOR. FLORIDA 34695 RE SAND REFAERI FM TAL M RWPOSE6 AND 07H & DRAWING NUMBER: PHONE (BtJ) 726-1138 I¢v1 DpRrcMnq ARD sEan ROM D11[RS $D-01-0023 MOBILE HOME SET-UP TIFDOWNS - THERE ARE TWO TYPES OF NAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR HURRICANE F WAND FOR ES.FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YO R HOME FROM BOTH TYPES O 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 EOUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A SO PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT_ ANCHORING EQUIPMENT— (WEATHERIZATION), ANCHORING EQUIPMENT (STRAPS. ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEELED ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. STRAPS BE INCHES WI EASHALL T ND0.035 INCHES IN THICKNESS. E SS. CERTIFIED BY YPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1 1/4 A REGISTERD PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. ANCHORING NOTE OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOv< 'SUCE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS RE MORE IN LINE WITH THE DIRECTION OF PULL. SHOULD BE PUT ON AT AN ANGLE SO THEY A THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE HORFMOBLE HOME ORI USE �RTIOCAI HELY LOT THEIF VERTICAL APACITY REOU R DSFORETHESSTRAPPING BEING IRED. THE RATTACHED. MUST BE LISTED APPROVED BY JUL 1 i NrINC. amnol" 'IENSIO CAUTION: DO NOT PRETENSION 71E—DOWN STRAPS ON ONE SIDE OF THE H�MEE ONLY. I PULLED N IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES. THEOFF THE SUPPORTS. 37 %R - 6-6-94 SU-07-0001. 20 MOBILE HOME SET—UP SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY SCREVANG DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT ' OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR ' STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") ® ® / DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEGRCATGNSAND ORAWINGSME DRAWN BY. S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ��:� P.O. BOX 368 ORIGINAL PROPRIETARY, AND COCOENTIk MATERIALS OF JMOBSFN MMUFACNRINC INC. SUCH MATERn ARE PRONDEO TO NE DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 UOPTNT FOR SPEOFIC PURPOBES AND MUST BE KEPT CONFIDENPAI MD MOTET FROM OTHERS 36 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 84 SEE NOTE #4 SEE, NOTE p4 SEE NOTE g4 144" WIDE FLOOR-- 54" 85" 116 1/2' SEE NOTE #4 SEE NOTE ®4 SEE NOTE ®4 160' WIDE FLOOR-- 49" 77 112" 105 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE p4 184" WIDE FLOOR-- 43" 68" 93" 117 1/2- SEE NOTE 84 SEE NOTE a4 MIN. PIER CAPACITY 2747 LEIS 4121 LBS 5495 LEIS 6868 LBS' 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF)r3500 (PSF)120" WIDE FLOOR•• 64 1/2' 101 1/2' SEE NOTE ®4 SEE NOTE p4 SEE NOTE y4 NOTE b4144" WIDE FLOOR•• 54 1/2' 86" 117 1/2 SEE NOTE #4 SEE NOTE y4 NOTE g4160" WIDE FLOOR•• 49 1/2' 78 1/2" 107" SEE NOTE #4 SEE NOTE p4 NOTE #4184" WIDE FLOOR•• 43 1/2' 69" 94" 119' SEE NOTE g4 NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. _ FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o e Appr�• NOTES:— EN I,Rv F7[�A KrrA ,��1, O ME DAPIA APPROVAL: r �o�) . OOINCSRISPEC6IEOEN TiESJMAY BE USED ACOBSFN HOUESSAN SET-UALTERNATECONCRETE •r`�QQ G4.STER*'-. r MANUAL C� - y - I ' @ 1✓Q 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE i L'APPROVED 1 9103344 BY MANUFACTURERS INSTALLATION INSTRUCTONS AND MEET THE MINIMUM E PIER CAPACITIES SHOWN ABOVE. 3 : s� ,.. K . 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN S A ••• STATE I., Vim-' '` OCT 1 1-^, ' HOMES INSTALLATION INSTRUCTIONS. .,. AV : PIER SPACING 8' FOR B' I 10 FOR UNITS WITH 10' OR •iP' INC. 4. MAX UNITS WITH -BEAMS / A. 12" I -BEAUS (24' MAR FROM ENDS). EDERAL MANUFACTURED HOME •an JACOBSEN HOMES NOTICE V THE39ECSCA71ONSAMDRAWNGSME BY: D.M.T. 0DATE: 9 -22-01 REV LETTER: DRAWING BILE: 18' X 22' & 20' PIER PAD SPACING 10P.O. BOX 36e ORq-AL PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MAMMFACWAING WC, 10 MATERMLS AKE PROVIDED TO THEPRE-FAB. — DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RE"T M MIaRC FMIRDIIS AID "I N ml 0O 001001WL MID goo TWOWTtA 21 4 R Ory� I JA N ^ s, 7 3kxN�, 1 M31131 •A3M SZ00-10—ns 'H3WN ONa1V80 LOGO IOW W0E"1MMNmu 1d N WR pry M99I9 7107E ro INIM M 7N1 a VJnWN 7MM VrJDNIa16 �1M WtBXVR •JNIII3 mfIN a N3 ylvi o lmow 3"N30./IVMOWS?MY3UO3'N700 Tar s7llnua axY sx7anu07as 7snu :33110k 8C11-9ZL (C19) 3N011d S694t Y01a01J 'a0TVdH A13"S 99t zoe '0'd SHKOH NSSHOOVf ONYJVdS OYd 831d JZ 8 SZ X Ll 'Btld-3Nd -3Il0 ONVAVM1 LO—ZZ-60 1 IRA IWc As my 3NOH 03tl1LL]tliONtlLYltltl303 Oj� II j T 1�0 AS 43nofddd F —�J-�/ (' �� Siab� �� s / gVAOHddV VIdYO y P;-VOR Os , �; �la�n •,, y ? 1 m•'O' vsE0Y6 _ ' • � S ••,, C'7. 'fl� •b: '• 'e. 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'NIYZ *SONIOVdS 8H100a 212Id ,19T S SZ X „9T c LT of R 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 SQ.IN) MAXIMUM I —BEAM PIER SPACING — FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 113 1/2- SEE NOTE y4 SEE NOTE ®4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.INN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH r" SEE -NOTE 84 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' VADE FLOOR** 58' ar 120'w 120'"r 12T 120'ea 14$ WIDE FLOOR" 50' 76' 103'sa 120'm 120'a" 120's" 160' WIDE FLOOR" 45' 69 1/2' 94' 118's" 120'� 120's" 1847 WIDE FLOOR" 40' 61' 83' ll()V . 120'N" 120'*" MIN. PIER CAPACITY 2597 LOS. 3896 LBS. 5794 LBS 6493 LBS. 7792 LBS. 9090 LBS NOTE: UNIT MOTHS WITH " INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PDT PAD (COIITDRS MAY BE ROUNDFD) _ TYFM FSER FRAME F4FiW ORIENTATION OF BLACK PLACID ,SYMETRICALLY ON PIER PAD REF CALC. PG. 0 C .... ." C-SU - 19.01 C• e • � :•' NOTES: e.y} e DAM APPROVAL: I. P E-FAMMIED PIERS MAY 9E USED AS AN ALTERNATE 70 THE I m SPEC IN 71 E JACOBSEN HOMES SET-UP MANUAL •p • APPROVED BY L In PRE -FABRICATED PIER PADS ARE 7D BE DWAL ED PER 79 ® STA f MDIF J-J i= .' %gym MANLFACTM'S INSTALLATION INSM S AND MELT THE MINIMUM . 0 '. e PIER CAPACIDES SHOWN ABOVE T ce9 D Deo 04,2009 e�tC� •. O (=(`Y ?;• I 3 ALL OTHER REWIREIM ARE TO BE AMM 70 AS SFECIRW IN DE JACOBSON 0\°°e Bp6 s'iQ��1., ss�� . cwitwcria.0 0o sumsiauams HOMES INSTALLATION INSTRUCTIONS. L.i�p°p,° ®®AB88AOA00°-g8e4 4. MAIL PIER SPACING 8' FDR UMfi MM ✓r I -BEAMS / 10 FOR UMTS WITH 10' OR If F-EEWS (24' Va FROM ENDS -USE 1/2 IRE MAX PER SPACING F THE PIER SPACING 3 LESS MAN 48' GC} JACOBSEN HOMES 14GTTDs °XA�" B" M.T. DATE 11-23-09 REM. LETTER: DRA1�Rc 1TIIE 17 X 220 PIER SPACING P.D. Box 368 ORMOLccnc1T1AU.ANDR1�DEIML aRmIAL 1R6RETATLY, AND D09DExnu HA7°""'S OF erg" MAWACMD 0 — SAFETY HARBOR, FLORDA 34695 RC = UA01WS ARE PWM 70 THE R11WFUR W=PM MARIDI=BE DRAWINGNUMBM PHONE (813) 726-1138 IEPT ONIRDDI6V. ADBEY FM OVIEZ SU-OI—OO27 24 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS SITE INSTALLED EXTERIOR SIDING Fes- MATING LINE OF UNITS I SITE INSTALLED CORNER PO; SITE INSTALLED EXTERIOR SIDING NOTICE: UNAM UY: UAIL: Nev. uneN: ❑❑❑❑ JACOBSEN HOMES T ESPEOFNAIIDNSMDDRAAMGSME S.A. 6-6-94 — ❑❑■❑MONK. PROPRIETARY, AND CONFlOENRAL DRAWING TITLE: ❑„❑ MATERIALS OF JALOBSEN MANUFACTURING P.D. BOX FLORIDA INO SIDI MATERIALS ARE PROMOED 10INE EXT.S D.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY PHONE HARBOR, F726I01384695 1DTIDRf �iC PIKRPoSQS�YIISi DRAWING NUMBER: ( > SU-05-0031 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN NEW DETAILS IDENTIFlNG 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 WDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING UNE(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 WALL 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. II�—III�—II—II NOTICE: DRAWN BY: DATE REV. LETTER: ul JACOBSEN HOMES THESESPECFICATIONSAMDRAWNGSAM O.A. 06-06-94 tld00Ul, PPC Fmy., mI WIFIMNTAL DRAWNG TIRE P.O. BOX 368 MATFRIAL9 OF JACOB9N MANUFACTURING EXTERIOR SIDING APPLICATION SAFETY HARBOR, NC. SLID1 MATERIALS ARE PROVIDED TO tTIE FLORIDAA 34695 REORIENT FOR 9EUC PURPOSES AND IA6E BE DRAWNG NUMBER: 09-30-08 $U—O5—O030 ( ) PHONE (727) 726-1138 NFP1 CummR AAD SEOET RKM OTHERS 32 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w ION 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. LU 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 41481bs. 4868lbs. 5588Its. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq._ in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. In. `F 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 28411bs. 3601 Tbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS ®. w SOIL BEARING CAPACITY PSF B'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. GO 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975 lbs 3775 Tbs 4575 Ibs 5375 lbs 6175 Ibs 6975 lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 1. 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. 1766 sq. in. GO 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 1574 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. 3375 Ibs 4295 lbs 5215 lbs 6135 Tbs 7055 lbs 1 1975 lbs IWNDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: I . us. OI SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCONG AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS WOER MAN 49 INCHES. EHGI EQ(%)Tk0VAt87-/j /** DAPIA APPROVAL UNDER TABLE 1, PACE su-oi-om. O ' �1�'''�.� Q Q FOR Au�un T rAOO 171 yOPIER Foo1Tx UNDER s0EwAu OPFFaxcs, THAT %STE RF • APPROVED BY ARE 49 INCHES TO 96IN01ES WDE FOR OPENINGS THAT ARE 96INCHES 10 144 NOT:S. USE 242 V. PIER TOOTER UNDER SMEwALL OPDUNCS ; 4v - Q No. O •• : S (UK 1000 PSF SOLL BEARING REO'D) z 910334 - �` 4QFOR PROPER LOAD SPINS SEE SU-03-0001. ('LOAD SPARV ARE CIEARSPANS, PIER • INAINC. SPELTFILATCNS ABOVE AMITE CEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. IF CIEARSPAN OCCURS ON BOTH SIDES. APO VALUES LISTED ABOVE FOR EACH CEARSPAN) .. A •. TATE 4V 0 CHECK MTH LOCAL MISCCTION TO WITH LINE : �Q''• THE SW. VALUE ON YOUR FEDERALMANUFACTURED HOME 91E OR HAVE A SOIL f1EPRNC TEST PERFORMED ON YOUR S'AB TO DEIFAIONE 11U: VALUE. GD115MIMAM)SAFEIYSTAFDAR06 �F MAR 0 1 1999 JACOBSEN HOMES NOTICE THESEWMCAIIONSB.E.M. DAIS 2-6-99 REV. NO „ P.O. BOX 368 AND EgAWNFS ORIGINAL PROPRIETARY, AND CGIFIDENUAL DRAWING 11 wIEWALS OF JACOBSEN MMAFACIURNG PIER FOOTER SIZING CHART et sLa MATERIALS ARE PROVIDED to 7K FOR MARR. WALL OPENINGS , A SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 111 CONFIDENTIAL Nm Sum F a D�DN&¢ G �' SU—Ot-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM (7 n PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 655 AND 8'-0* ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548y) 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 Qi 06 PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 50141) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191y) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY Q © 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 10DO 1000 AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 69411) 2000 500 2500 400 NOTES: 0 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 2O UNDISTURBED SOIL OR 90% COMPACTION FOR FILL 3Q ALL FOOTERS TO BE BELOW FROST LINE. O4 MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REWIRED. O ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3' OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. cwA-95-.01- ST, 02- ! NO. 910334 `. crnTE OP ; O JACOBSEN HOMES msETEERna1G�;�loxN's ;wAlmcsAXa P✓%DM4 PROPRIETARY. AND C0NFMTVL P.O. OF 'kCosSEN TO I OFF R. FLORIDAIMC. SAFETY HARBOR, ORI34695 MS ARE TROVIDO) In SIlON MA10aN Aralw FOR 44OC PMW.ES AND MST GE PHONE (727) 726-1138 KFPT NDDENDu AND YDRT FRR1 OT ER& 26 ALL ZONES ALL EXPOSURES 20 PSF ROOF INPINC. AAPPROVED BY FEDERAL MANUFACTURED HOME CONSTRUCIRONAND SAFETY STANDARDS MAR 0 1 1999 2-8-99 SU-01-0040 I�1 EXTERIOR FINISH CLOSE—UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE I t--Z' SOFFIT MATERIAL --H 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" z 16 GA. STAPLES AT 6" O. 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 SPECDTC.AnON9 AND DRAWINGS ARE DRAWN BY: S.A. DATE 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAE. PROPRIETARY, AND CDNFlWIRAL _ ❑,F❑ P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 MATERIALS OF JACDBSEN MANUFACTURING Na. 9Jm "TOM" N0 PRVdDED Tpp THE EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-OS-OOZO ❑❑I]❑ PHONE (727) 726-1138 REOPKNT FOR S %KWDSES DU,M5T BE KEPT MI'MNIX AND WIET SIGN OTHERI 31 SHINGLE INSTALLATION ROOF SHEATHING (TYP.) g_�X— SHINGLE UNDERLAYMENT q. FIBERGLASS SHINGLES 4H� 0 Np 4a� +Ip 44� N 4 TYPICAL ROOF TRUSSES 16" ON CENTER 1/2" 1/2" 1/2" 3' 3 1/2" METAL DRIP EDGE TO i 1/2" ® �PIIIIW� TO —t 1/2 FASTENING DETAIL SEE PAGE RC-19-0002 NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1- X 3/4- X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL IF A STAPLE IS OVER -DRIVEN, INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE 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 k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/B- X 3/4" X 10 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑❑❑❑ ❑❑�❑ ❑,I.❑ JACOBSEN HOMES P.O. BOX 368, 9DI 41h ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4- X TB GA. STAPLES 12' O.C. MAXIMUM. ❑❑❑❑ SAFETY HARBOR, FUI 34695 PHONE (813) 726-1138 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8- STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. SHINGLE INSTALLATION © 6-6-94 SU- D O A L MOBILE HOME SET-UP DIM. 'A' DIM-. 'B' COLUMN #1 `COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B.. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑.❑ JACOBSEN HOMES NOTICE: THEY SPECIFICATIONS AND DRAWNGS ME OIMNAL PROPRIETARY, AND CDNRDENTIAL MATERIALS OF JACOBSEN MANUFACTURING S.A. 6-6-94 .. ,, .. _ DRAWING TIC' COLUMN SUPPORT SPANS ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 NC MM MATERIALS. ARE PROVIDED TO THE YOPENT FOR SPEOM PMSB AND MIRT Y DRAWING NUMBER: PHONE (727) 726-1138. KEPT CWDENOAL AND SEOV FROM OTHERS SU-03-0001 30 27 SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED HATE 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 REMOVING SHIPPING STRIPSI. AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED NTH 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. rTM.a�,� JACOBSEN HOMES NOTIc>= RA... APE OR. PRWRIETAAY. All 1xWfc IM MATERIALS OF AAcaM UNIFACAM M.T. 12-22-94 DRAWING IIIlE SET UP NOTES P a BOX 366 NC_SU01 YAMW APE PROM M M DRAWING NUWNER SU-05-0001 cm SAFETY HARBOR. FLORIDA 3"95 WWW AM 910C PlAaM NO MAf BE All "ET FM GUM aE-1z-m PHONE (727) 726-1138 an 03ECOMl 25 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED OVER COMPLETED - SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ i I ♦ I♦ I I I I I aml. ♦ +u. I wp ♦ Yp w I "Ilp- al,,, COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) nw �� TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND '°° "►i ACROSS RIDGE ONTO OPPOSING "1pr i� SECTION OF MULTIPLE WIDES. mV (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES MSEEPEMUTIDNSMODRAMMME S.A. 6-6-94 ❑❑■❑ WGRAL, PROPRIETARY, AND CONFIDENTIAL DRAVANG TITLE: ❑„❑ P.O. BOX 368 MATERIALS DF ACDBSEN MANUFACTURING PIC WIN YAME A PROM ID THE EXTERIOR ROOFING CLOSE—UP ❑❑❑❑ SAFEPHONEHARBOR,)7FLORIDA-11384. KEPT CW601� �PARM Hm1 � GRAVING NUMBER: SU-05-0010 29