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HomeMy WebLinkAboutSET UP MANUALFILE CUPv SCANNED BY SET-UP MANUAL St. Lucie County Y 14 2019 ST. —Ldlf County, Pern 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 MANUFACTURED HOME SET-UP NOTES 56 *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 CARPENTERS LEVEL 1/8' IS MAXIMUM ACCEaMUM PTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 1SC FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑ JACOBSEN HOMES mum sPEGFcAms1/Am MNMNGs Am DRAMN BY: OA DATE 11-21-06 REv. LETIE1t P.O. MA OF�CGOM MkRF I� DRAWING 11T1E: MANUFACTURED HOME SET—UP ❑„ SAFETY FLORIDA R, ORI Na 91" MAmwS ARE Paowm ro n¢ M BE FOR 9M. LB DRANING NUNBER: ❑ 138�95 MWW ua sE FIRM en SU-01-0001 (10-08-08) MAINFRAME PIER CAPPED mm SOrD cmmwm EIDcc (IDL r THC1) B' X r X 16' CELLED YASM BDOS� TEOI OPEN Ci1LS VERTICAL SEE TABLE I FOR PER FOOIE SIM AND SPACDIG SPEISIGTIOFS (PALE 11) (SEE SU- 4 Fat 16 X 16 PRECAST PER PAD SPM9W) mmmmugnf� REHM ALL ORCAMC IU1BfiAE' AND I= PAD ON STABLE SOIL BELAY I= IDLE PER LOCAL CODE RFQIPEIENIS 1E-DON STRAPS 10 I= BEAM a EACH SECIDN TO 10 A DOUBLE HEA SE NOTE DMILE HE = DETAILS "A' AND "B" DETAIL 'A' , SEE NOTE R DETAIL—! SEE NOTE Q 411310 VANES IM AIIOYABE SOIL BEAR xo'rFs: 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT 1-BEAMS. W MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS g 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WTHIN 1/2' Ip�y� 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 —SEE HOYE42 PIER FROM MEETING THIS, USE MIMENISNIN VANS I11H YAK A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOO7EN.) AULDYABLE SOL BEARNG) 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 LESS THAN BY 4.(BUTTING mm Simmy M� COT VE 6. ALL CONCRETE TO HAVE (SEE ND1E ji1) COMPRESSIVE STRENGTH. COMPRESSIVE (fc7 = 3000 PSI (MIN.) 9ER CAPPED 1E01 SaD 7. PLACE 6 MIL POLY ON GROUND PRIOR Cd10&TE R= (LEI, 1' THIM TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) .r X or X 16' CELIID kww B. PIERS SUPPORTING THE I -BEAMS am YTH an cm WICAL TO BE WITHIN 24' OF BOTH ENDS (SEE NOTE 11 FOR MAX, PER IE M AND NO MORE THAN 10' O.C. AND DETAIL AB01E) 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE ME TABLE F03 PER I -BEAMS TO ALLOW FOR PLUMBING, TOOIFR S: ANTI ELECTRICAL, ETC. SPACING SPECEIdM 10. FOOTING CONSTRUCTION MUST (PAGE 10) COMPLY WITH LOCAL BUILDING CODES. ,AFM04i ALL Or"MATQ6AL 11. WOOD SHIMS WHEN REQUIRED ARE TO AND FIAT PAD ON STABLE SOIL AND P ACE PA ABLELDCA BE USED IN PAIRS INSTALLED IN ff PER HEIC�ffROSTUMNa OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. L84 a APPROVED BY 8 Revised _ 172008 N Alm. ()F o,<(/_m` coxs�=% m0 serum w"DARos !RAQ. JACOBSEN HOMES >mvc;�`z+� 010M NI4'Riun. A10 aF�mFrmAE ___ .. O.A. ——09-07-93 n DWII➢IG TOLE 'A' 'B' wMNL5 DT wlAaAenAac DETAILS & /� P.O. BOX 368 K 9CI WIDWS AE RIO-0� 10 n! AK4 SAFELY XARBOR. PIORDA J/686 uEm PHONE (727) 726-1138 IE64 A mr cwmo SM RWIM IX Y6YtL Lw CFI Fm ma MIANG t66ffit SU-01-0001.1 (12-15-OB) AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT CONNECTION BEPAEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) / DUCTS SHALL BE MADE PER OTHER DETAILS. 00 �`/ 00 I COLNA BOARD L--- PLENUM (Duct DISTRIBUTION 80%) UNIT MARRIAGE LINE DUCT RISER(5) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC_.) L SUPPLIED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW NOTICE DRAWN BY: DAIS REV. LETIER: JACOBSEN HOMES TRESULPRWnTM.MDRAfMTX C.L.Y. 3-21-95 tlAMW FOF ACARY, ANU WFACTLNY1 DNAINNC n P.O. BOX J6B M WOi of ALS ARE PRV40 nmRc �R HANDLER CROSS -OVER PC 9J01 Y WIM ARE PR%1DFD TO n¢ SAFETY HARBOR. FLORIDA 34695 I C rm %q AN SE00 rRO W51 PHONE (BlJ) 726-11J8 I6PI GO/[pn0. NO SOiCT fRY OnfAi DRAWING NIIYBFR: SU-AC-0100 55 2 BOTTOM BOARD P-TRAP ACCESS PANELS r------- I I I I I HOLE I I I I I I I L— — — — — - - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED., NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE P0658, FIRST LINE 620 ❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NFSE SPFSClN0Ot�9 JAM DRAWXG4 ARE somas. phoplatffifff M colifflognim. Nc sum gAmws AM PRMM" CTURING E WNW FOR STa1C REPOSES "YET BE KEPTNioENRl1 ADO SMET FROM OHM DRAWN BY: D.M.T. DAIS 10-31-01 M. LETTER: D u (10-08-08 DRAWING 871E BOTTOM BOARD P-TRAP ACCESS DRAWING NUMBER SU-15-0010 s, Jacobsen Homes Load at Frame (each 1-Beam Vocation), Perimeter (aldewall area), ana Mating Una for Names Requiring Perimeter supports On Pounds] - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS UDIST. SIZES] Maximum5pacing Location South Roof Load Zone (20 pat) 12 ft. Max Section Width 14ft.Max Section Width 16 fL Max Section Width 4ft. Frame 1260 1460 1660 Perimeter 120Z 14U 1642 Mating Una 2164 2604 30U lift. Frame 1890 2190 Z490 Perimeter 1803 2133 2463 Mating Una 3246 3906 4506 8ft. Frame Z520 2920 33Zo Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft Frame 3150 3650 4150 Perimeter 8ft. Maximum Pier Spacing along the Perimeter and Mating Una (See 8 ft. Row( Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, If a single section home is being installed, the perimeter spacing should he used along both sidewall areas and the mating line spacing can be ignored. AKernate Perimeter Pler Placement .-" Perimeter not shown for clarity J •� �� \ /� `� �� (do not cut out) Added support above Pier Faiml i lanufacn.:.•gd gazur on Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier maybe recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. Th is detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01.0005,SU-01-0005.1, and SU-01-0005.2 S. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. \�oxOPBL. Q. TO'�rigp. • No. PEIOSOS134 9 STATE OF Al .LU ��F'• .(t!DIAN?.'•�4� ,r"IlzssufOpnl n off v _ 3 SU-01-0001.2 F- � fP01fYJ1 ­']lpliCZ1ICd Jacobsen Homes Fonting Capacities gin.a161.,(Phelesu[klpier 16 IV. a I61n.(double Park) pier led Minimum Mlnlmum Bearing Unreinlorced Unreinf ..ed 4pautiry Footing Siae (in.l tooth ingrI Area lln. Madinumf0oling ... Flmpla. Mximan.,i., asNmplaae (psQ c2fo ly like.) Capad"(Ibi) minimum Ik4kness hn.I thickness Ind.) 16.16 256 I.faw 6 I,600 6 Saa20 am 2.W0 6 2,6op 6 FIX 34 a14 576 3,]W 6 AIM 6 0 O 30a30 Shop S,6W 8 5,303 6 0 e-1 36.36 1,396 7,900 10 SAN 8 42a42 1,764 10,700 10 10,7011 10 48a48 2,304 Might 12 13,6W 10 16.16 256 3,930 6 2,Sop 6 20.20 400 4,W0 6 4,0100 6 w n. adage 576 9,00 8 $Jop 6 0 0 30.30 900 g, to B4OW 8 N 36.36 1,396 11,4W 10 13,6W 8 41.4E 1.764 163W Ver x I3 I6AW 10 49.48 2,3104 L,3W 14 2a6W 12 16. 16 256 3.4W 6 31400 6 N 20.20 400 5,3W 6 513M 6 O 34.34 576 7.60111 8 ],]00 6 0 O 30.30 Sop 1I,700 mer. 10 11,9Iq 6 r'A 36.36 1,296 I6,7W 15 26,Bop 10 42.411 1,764 21,701) 18 33,700 13 I6a 16 356 4,300 6 4,300 6 d Men 403 6,7W 6 6,700 6 G 14 as24 576 9,W0 a 9,7W 6 N 30.30 Sop 14,8100 10 MIN 8 36e36 1.296 E0,700 13 21,400 10 Ma26 216 5= 6 5.2op 6 •��__ d 20e211 400 Avis¢ 8 3.1W 6 O 24.24 06 145[d 10 11.)041 6 O q\J M 30e30 Shop 17AM 13 MIN 8 \� ' 3.. 36 1,296 35jW 14 25,9W 10 w 16.16 156 7,030 6 7.000 6 20e20 40p lo,800 8 1Q9W 6 '�'� 0 0 24.x4 i]6 Fill 10 15.Wo 8 p 301 900 MIN 1 12 MIN 10 1. Me (Voting sites mcen arefor square pads and are based an the area (m'), shear and bending restated for the lwdf Picasso. Other mnfigura ipm. Sulu as rectangular or nr[ular [nnfiguratons. can be used, provided the area and depth is equal of greater than the area and depth of the square (ootmg shorn in the table, and Lire distance from the edge of the pier to the edge of the footin6 is not less than' She thickness of the fooling. 2. Me 6 in. our In -place values on be used for 4 in. unremfdreed precast concrete footings. 3. Jhe canxi values limed have been reduced by the dead.oad of the concrete totaling. a. Concrete block piers must not exceed their design o, ity of 809)1ba.for 3m..16 in. single stack block and l6AW lbs. for 16 in. v 16 in. double stack block. 5. Aregistered professional engineer or registered architect shall prepare the deep. if thr load exceeds the rapardy'of single or double Rah concrete black piers shaven in foo[rete 4. 6 on the frame lhdeaml a single stack block pier that net exceed 36- high (See footnote 4 fur maunmm capautyl and a couple stack block sips si intedooked biota Shall red[ exceed W' Figh (safeIpotnote a Idrmaximum upanty). When installed along the perimeter or the 'outing line a single Stack block pier sha'I net exceed 54' in helht Issefoolmoo 4 for matimcm rapacity) smi pie6 that e.peed the splits spetifed U this footnote Shall be designed by a registered prefreslanal engineer or egistered architect. I Poured (cast-imPascal or precast concrete footings are aommarlat•for an soil pool, ABS plastic footings pi shall dory be used in ac [pmanm with the pod manufacturers mi ons and must be cacnad for use In the sod darpheauon at the sine, listed end lablad for the re[luired told[aps'[ity. SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES, (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) JACOBSEN HOMES Nosed 11E4 5Ri4G1 O RID 151AlN6 ME M.T. 10-t a-o7 °^I� Ej U=OL g5I7H�TARY. AID 6W WIIl1L BRAINNG 1I11E: P.O. BOX 358 MATERIALS OFd4M5EN W1IAFACnE10 CLOTHES DRYER VENTING 11G Sual MAIDENS ARE PRINED 10 TIE SAFETY HARBOR, FLORIDA 34695 Ogled Ice Sri RiSFdi M Ml DRAKNO NUMBER: PHONE (727) 726-1138 UK menl3leA1 AND SU-15-0004c WE FIKM 4 SU-01-0001.3 L+6 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC'BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT f VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEQBC NOT AND DMMNGS APE oNAmv BY: S.A. unit 6-6-94 rccv. Li crc: ❑❑■❑ MOINAI• PROPRIETARY. ANO COIIDDENRAL DRAWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACWRWG BIC. SOON MATERIALS ARE PROMED R1 THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 IEOPENT FOR SPEDFIC PUIPM AND MAT BE KEPT CWDENRAL AND SFIRET ERX OTHERS. DRAWNG NUMBER: SD-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. T 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. B. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. JACOBSEN HOMES NOTICE TI65EL.PROMETASAND UNAen 6T: O.A. UAIL: 06-06-94 fRY. LET4p; �❑ P.O. CONI'MSARE AND DDNPIOENTAL OATERIA OF JACOBSEN M" D DRAMING TITIE MOBILE HOME SET-UP 2 ^ ❑❑❑I SAFETY R, FLORIDA INC.SUWMATERIALSJw Rn [ FOR SAl�A10 RMOSE5 AM MUST N DRAWNG NUYBER: —I 727 7ORID 138�95 ( ) 1 SU-01-0002 (09-30-08) 52 5 SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 f- 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 4 2 1 5 5 3 SEE NOTE I f #2 r SEE NOTE #4 —� NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: mESESPEOBCADONSAND DRAWNGSME DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWNG TITLE: DOUBLE WIDE BLOCKING ❑❑❑■ MQNAL, PROPRIETARY. AND CDNDDmm MATERIALS OF JACOBSEN MMUFACTURING _ ❑EIN P.D. BOX 368 MKIN C. AMA1EItl5 ARE PROVIDED TO ME DRAWNG NUMBER: SU-01-0003 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOMT FOR SPEIDIC PIMPJSES ANo Muss BE KEPT COWMEAL MO SECRET FROM DDERS 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. TYP. WATER HEATER PRESSURE AND TEMPERATURE. !Y/ RELIEF LINE II II II WATER HEATER PAN II \ II FACTORY INSTALLED \ II DRAIN THROUGH FLOOR II AND BOTTOM BOARD TYP FLOOR SYSTEM II I I DRAIN TO EXTEND PAST THE EXTERIOR WALL II LINE AND BE LEFT EXPOSED II i �TYP. I -BEAM AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SITE INSTALLED DRAIN u PIPE AND ELBOW PIPE TO BE SUPPORTED (1/4' PER FOOT MIN. SLOPE) 4'-0' D.C. MAX. 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 WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE REUEF LINE MAY TERMINATE UNDER THE HOME JACOBSEN HOMES NOTICEa 1TR4 SPE0IGDONS AIO fNMTWIGS ARE mMT:.mllm M.T. D3-DS-D7ORINAL, PROPIETARY, ALAI COIW10OmAL MAmOA'LS OF JACOBSEN MkAffACRMG DRAWING TITLEDP.O. DRAINIVl A BOX 366 HG SDOI WA70W ARE HIIYM TO TIE W/H PAN SAFETY HARBOR, FLORIDA 34695 06 v9 FOR WIM PRPW665 AID L BE DRAWING NWBEIE PHONE (727) 726-1138 an cw mAL No SEW no amm SU-15-0003 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: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. (STALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS ANDDRAMNGSME R.R. 01-21-00 _...... ORIGINAL, PROPRIETARY, MIT CONRDENOAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: VENTING *1000 P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ELECT.CLOTHES DRYER SAFETY HARBOR, FLORIDA 34695 REOPRNT FOR SPEORC PURPOSES AND MUST BE SECRET FROM OTHER& DRr.0 NUMBER: SU-15-0001 PHONE (727) 726-1138 - KEPT CONFRgNTM AND 00 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE N0TE 3 SEE NOTE #2 I .- SEE NOTE #4 r NOTE #5 NOTE #1 I NOTEE 3 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME 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. 4B" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑Woo ❑"❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B SAFE HONEHARBOR,7 F726-11384695 ( ) NOTICE: NESESPECRCATIONSANDDRAMNGSARE PROPRIETARr, AND CpVRODInu MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERALS ARE PROVIDED TO THE � SR PgIR SAtOYS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD'L REO'O PERIMETER BLOCKING - ALL FLOOR WIDTHS [THIS MLCCKVM NI W AMMON TO ORDER anOUNS REGLAIUM DY TIES r-.n UL - ALL MQ WIOO® MO J OPFT SOMAL TTP. /OOP ON SOIEWALL OR MMRIARE WALL HOST BEAM NOTE Fm;; UMNG FELFRED AT W O. C MAX RED TO SLI-01-0008 ANY SIZE nAB ANDOR SMISM Air EMEWALL OR MMRIASE WALL MOM FAIM SIDE OF ALL EXTBtMR DOORS LO[ATEAT LW LIOEWALLR 2 O MOIRE 461/Y UM PIERS ROOMED AT EACH ENO —� AND EEFWEEN EAOI UF43MG l� RAAG RLl 0 AREAS REM PIERS SPA® 64' O.C. MAX (18+ OR LESS N DOM) FAM END OF REDMOND! AREAS EOM AREAS Ill BAY REM PIERS SPACED 6C O.G. MAX TRW ALSO APPLIES TO ALL EMWALL BAY WIN001M LWS9E SUPPORT® OY A FRAME MEMBER E*AM M MR AT SIOEWALL OR MAIRIAAM WALL CABINETS ALONE STONEWALL M MARRIAM WALL (ARM TO BATH GASORM 8T OR QUID N LENGiH) (SAME BLMG MAY BE USED FUR MULTIM 461/7 MOM) I 1 •* SPECIAL BLOMNO NOTE FOR 15'-W O814-1 WIDE WXO FLOOR SECTIONS ONLYI oAPu APPRovA1: MAX �R�AI�'GIER AND �AM E M L OR IIARRIAM AIM LE14L MOOR MRRM FIRST (� W!� INSTA 9006 Im ES Q� V I S E D 1N � TT E•AGDMA RDOOIG MM AS IOGTm ATWE USE IV T IC P R PADS WL �— O OC I LOCATE E COUNDER POSTER M7 OR THAN E+ OF THE BD Or 2e MM LOCATO AT IV OC WAOL S MAR 20 2014 O L COBN PUS ARE N AOOLOi TO AM OW MM O PEAS ALOC MAIN LIE 4 FOKU HOONG S ROBED LION FIE II.00iS 011ARR II{ L SLETNIS) S' OC SAL - d Fodall MKmt tt� S HIM USED FOR P RETER WW LAFSf BE ?WAS AIR THE ADC WISCIN PARALLEL TD THE PQSEIFA ROL � Homo cvwmn N O L MEN PFAIEIER HDONG IS RIMM ANY WING INE M SPAN "AS THIN 10. LAW RAFT NIMMIE PM AM SdM Blond' * PLA(LO AT YAK W OC Dan I6f At FU4 SEE SPECIAL lin 0 *. 00 TO 91-0I-MMI AND 160- OS2 FOR i& F100N S15OK MCRASMARE O.A. CATE 4-12-00 'IE7I111 JAMBSENHOMES TIEY . AND MW. c 13 piANNG TITLE: ADDITIONAL BLOCKING P.O. LFox 368 SAFETY HARBOR, ® F726-113B MATO OF JAMB FAA IQ S I A MAu9ARE MDA 70 Y IQ SO EIMAALMAND10LIE NUMBER; (813) � MMM AM �RD1 � SU-0I—ODDS 03-19-14 ( ) 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 ;;!!''�'//JJ((���� 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 p 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 mcmf 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 Fitting or Coupling A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP-- AROUND DUCT AT A)' FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET (FOR LOW TO Bond Clomp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 IN. W.G.) L - HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE LIMITATIONS FOR 3 Duct C) CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. 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 Ark FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED A 1 1/2 INCHES. C) APPLY DUCT TAPE. AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING EACH. D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET ' AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ' +* PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: iHESE SPEtlFlCA➢pV5 AND DRAmNGG ARE DRAWN BY: S.A. DALE: 6-6-94 REV. ETIER: DRAWING TITLE: MOBILE HOME SET-UP DUCTWORK ❑❑■❑ ❑,.❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B ORIGINAL, PROPRIETARY. AND CONIIDEND& MATERIALS OF JACOBSEN MANUFACTURING INC !IUCH MATERALS ARE PRONGED TO THE KOPSR FOR SPEGnC PMWZ AND MT E KEPT CONTIDENRAL AND 3OIEi FROM OIHFAi I DRAWNG NUMBER: 91-13-0610 F.-12 MOBILE HOME SET—UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP .. TYPICAL SUPPLY DROP TYPICAL — SUPPLY DROP REDUCER "1^ J UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. �7ul:H (APPLICABLE AIR FLOW JACOBSEN HOMES TNEff SPECIFICATIONS AM DRAMDAS AM DRAWN BY: O.A. DATE 06-06-94 ' LETTER:, m, WA7 ALPOFJA.TABS NM ACID DAL OF JACOBSEN DRAWNG TlitE: DOUBLE WIDE A.C. CONNECTIONS P.O. BOX SUCH xC. 91DI YATOdMS ARE PROWFD 10 11E ROV= 70 THE SAFETY HARBORI FLORIDAW_ ORI34695 PHONE (727) 726-1138 MOPIw FOR 9E= RRI'MB Me Mm BE IDPT CMEE K NO SEDU FROM OHM DRAWNG NUMBER: SU-13-0001 (09-30-08) TO ALL IMPERIAL AND *ORO CO1TAM O1H 184' FLOOR j17pTHS7SEE FL-01-00042) ON SITE PERIMETER BLOCKING O.C. SPACING ALL ALL 16 X 16 PIER PAD 17 X 25 PIER PAD SIN. 10a) PSF SOIL 1500 PSF SOIL taH) PSF SOIL SIDE11yAL15/14AIELME MALL 48 /24" 64'/40" 64"/48" IAAz LOAD INCLUDING PIER AND FooTER 1776# 26670 2950A1 GFL- 89.01 - 89.03 APPROVED BY FEDNmay 07,2009 PliNC. DURSTnIDTIOMAso w°m sTAlmAnos JACOBbEN HOMEO mm a;-o2-09RolBOX 368a0D(!IG REOUREIIENTSsAFEnHARBOR, noERW 3�sBr, w�ms IiaT■ c Dp (nn 7:6-113e SU-01-000561 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND OELORD COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE-FAWATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRIEIE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2 THE PRE-FARCATED PER PADS ARE TO BE DWAUB PER THE WffACIIMIERS INSTALLATION INSTRUCTIONS AND MEET THE MNMUM PIER CAPACDES SHORT ABOVE 1 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECFIFB N THE MACOBSEN HOMES INSTALLATION INSTRUCTIONS. W '0 o MAR 2014 19 a Home can Q FN o= MmMSco - v And Sahry SmnMmds ety Sw JACOBSEN HOMES NOTICE ,HFB 94EMTM AID MARLS ARE °HA"' ,YOUNG DATE 11-18-2011 LETTER: MINN. �Ae Aim CMFMD < DRAWING DILE: 13 P.O. BOX 368 MATERIALS OF JACOBSEN MANIFACIuaD SO MATFT6YS AFL'PRIAM TO THE INC.SAFETY PERIMETER BLOCIGNG IMP -DC HARBOR, DA DS °RAME"G NUMBER: . PPHHa� (8113) 726-I 1138 �m�lE�APO MM E 010 SU-01-0005.2 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: 1. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCAPONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS PATH 1- X 1' X 16 GA, STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS NTH CLOTH DUCT TAPE OR EQUAL. 0❑❑0 ❑❑■❑ JACOBSEN HOMES NOTICE: TNESE7EDRCArD MDDRAWN0ME DWDNAL PROPRIETARY. AND mNRDENIIAL MATERIALS CIF JACOBSEN MANUFACTURNG UNAWN JT: C.L.Y. 10-23-95 ILI, I,�u.. / DRAWING TITLE: WATER CROSS —OVER 011111r❑ P.O. BOX 360 INC. SUCH MATERALS ARE PROVED) TD THE ,H\ DRAWING NUMBER: SU-1I —OOZO ❑❑❑❑ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-113B RFDBNT FOR 94m10 PAWS MID MUST BE KEPT C(WRIXKnAL AND YtlRT IMM OER RS 10 47 IUK: woWe] maVIak�. I 2' WET VENT WITH NOT MORE THAN UNVENTED // (1) FIXTURE DRAIN W.C. DROP / / 2. ALT. VENTED W.C. }• DROP O / / / TYPICAL 2- DROP / INDICATES BOTTOM / _ 3 / 3• OF HOME / / 1 1/2' DRY VENT 2_ (SEE ALT. FOR OPT. WET VENT D UNVLDROP // CONNECTION) D 0 �— INSTALL FULL SIZE W.C. / 2- CLEAN -OUT IF SLOPE / 3- IS BETWEEN 1/8. h 3• O2�Q 1/4- PER FOOT USE O IF CLEAN- 1- }• OUT IS NOT NEEDED D TYPICAL }• O 1 1/2' DROP O O _/ u 3- TO ON SITE DRAIN CONNECTION O MINIMUM SLOPE 1 WITHBCLEAN-OUT I 1/4- PER FT. WITHOUT CLEAN -OUT N J 7/2- FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/B BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y A 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- THREADED INLET SECTION 3/4- TEE AND- 3/4- THREADED NOSE,'. INLET - FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED TYPICAL FOR MOST MODELS. SOME MODELS DEPENDING / 3/4- DROP -3/4- ELL / / 3/4- ELL ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WTDES WITH OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES 3/4- CROSS-OVERS (FIELD INSTALLED) ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPEOFlC NOT AND DRAWINGS ME ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING urtnrvrvo: S.A. n,c. 6-6-94 DRAWING TITLE: DRAIN SET—UP ❑„❑ P.O. BOX 368 INC.91CH MATFRIAIS ARE PROMOTED TO THE DRAWING NUMBER: SU-11-0005 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-173B REOPIENT FOR SPFOM PURPOSES AND MJST RE KEPT CONFlDENML MIT SECRET FROM DTIMRS 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 4� FOR SPECIFICS / BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL III FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES P.O. BOX 355 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICR THESE SPFQICKDONS AND WAIIINGS AIM OMGNAL, PROPRIETARY . AND mFEBInu MATERIALS OF JACOBSIN MAMFACONMG IIG 90 MATOWS AM FROAMD 70 THE Ka6EMT FOR SINE RIFOSES NE MST BE KEPT CMFEOIVL AND =0 FE01 ODOM I COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A V DIER) LABELS B SU-01-0006 (09—a 12� 46 (INS amams 6 N AONEIM TO Bl0OO1G REOIw N To gwAL) 6r NAX ""MA SEE DETu ll' SEE DETAIL g -------Ai - ------- --- -� �1 2 TYP. RECESSED PORCH TIP. PCRW TIP. PORCH FLE PORCH FEROEI RAIL A00811-K M TONER El(IF76dt PER UNDER ADDED F � RECTSO PORCH REOORE PERS SPAIiO 61' O.C.'MAX. (AND PUS AT PORCH POSTS) AS SHOIN 6C O.C. YAK PIER SPACING AT NARR4IGEWALL .. . ROIL VISMICE REDEEM EDCE OF RFR AND EDGE OF PORCH POST 705T MAY NOT EXCEED DEPTH OF FLOOR AST (S tm _-•- s 1 MAX - TIP- PpKN RLORNO: M. TE-0011111 STRAP (SEE Onb BUMS) iCX16' "POECH FLOOR JOIST -M 2 X 6 FIT I Ur MIL ERID ED BEREFN 2 PORCH FLOOE Aso PER (Ir I r I ir) TT'P. POROI POST , T)P. PORCH RDOONG P REH FLOOR JOIST (2) 2 IT 6 PIT I IC-1 11 BRQN£B BERERJ 2 PORCH FLOOR JOISTS IANGITUDINAL VIEW A2 •DETAIL 'A' DOIAILE I = POWDER RAL mNOTEM . L AAOB ON REDO TEg1RFDSOL ASNNGIFD ABOVE (UM le X iC PERpAm ; 2 LOBATE BDDCNIC ENOW PEBIEDR JOIST 00 ■ROE S 1/Y Q END OF 16• OG 'fin' 2 PERIMETER WIDNEEJ0 6 REORED ENDED PORCH AT EAC)E POSE (61- OIL MAX) 4. AOL DOIDOEALgiDat )CIRJ)' MOM AS NdGiFD AMOIIXR CENTER 0f ADDED I-eElu1 ; S SEE OTHER DETAILS FOR OTHER MINED ROOM LOCATM 6 AM E-OCm AT PONW/E)ERTDON KAM: WY D6RR N 98 FROIJ WN HTLIM I-LEAW LM OEIRL Tr ONLY TEEN ORRGIER 6 O1 FLOOR JOIST OINIMLY IRJ)EER PORCH POST - PER UNDER ADDED 1-SEN-i TIP. PO W POSE PORCH F100R JDWT ��(21 216 FT I If IML RMCED BETWEEN 2 TNT. W-DOW 51RAP PORCH FLOOD ASIS (SEE OMDUALS) TIP. AIR (eX6'X161 IC X Ir WK PER PAD CROSS SECTION VIEW Rl TIP. PORCH POST —,:am` DISTANCE BETINE N EDGE OF r TIP. POROE Room 5'IT ILA RER AND FD(E OF POICH POST FORM FLOOR ,qsT YAY NOT EXCJ D S I/i PT X IN62YN'� I BB)=6 TYP. TE-00'N SDMP PORCH FLOOR JOESR (SEE OW DEIAXS) LONGIMINAL. VIEW B2 APPROVED BY 13,2006 MANIC. PEOFWLL YAMTACNRA ROR 6]ISIINLl1Y11 AAD SYFtt STANVAPM JACOBSEN HOMES WX3FID�Wd AM CAMMAa umw. r OF a4cm AM WACRFCWWDM% waG ntEt ADDIINRJ CE55ED — 01� AI �"`A" PORCH BLOCIEOIG P.ck F10% 36e Dt S Ih1 Iuugs ON nnmm m Di SAFETY HARBOR, FLORIDA 31895 16T®D W199mi1Mm'a6B Am YMA K DRAWlO NUMBER: Pheng (eTa) 72a-113e MOIL mramPaa Ao mm e1w Dao¢ SU-01-0007 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS ® FiEl ® 4 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: 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. FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION /USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O - 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN — — — — = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: MESESPECRCARONSAND DRANINOSARE urtnwn or S.A. rt��. 6-6-94 �•-••-'^ DRAWING TITLE: SET-UP KIT. PL. FITTINGS ❑❑■❑ ORIONAL, PROPRIETARY, AND CONFlOENRAL YAMNIALS OF JACNEION MANUFACIURING ❑„❑ P.O. BOX 368 INC. S W MATERIALS ARE PRONDED TO ME DRAINING NUMBER: SI]-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPRNT FOR SPEDfIC PUR SAND MUST K WEPT COKWOlRAL AVD SEWED FNDY OMERi L: 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. 1. O. 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 111MSITIMCATKASTAMDRAMRGSAM Ek GNAw16T. D.M.T. MA'S 0s-29 08 �"'`1"� =O aam+N PRceRCTAR". AND CONIMENHAL DRAx1Nc mr _ wTURIALS OF JACOBSEN MANUFACT"G P.O. Box ,9" 5 ARE PRDVM THE PLUMBING TEST SAFELY HARBOR, FLOORIFJ DA 34695NC.W�TO FOR SEC11C KOM AM IAW BE DRAWNG NUMBBC PHONE (727) 726-1136 WT COEIDINBAL NO am 1,101 OT ER& SO-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 packageforthe 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 * 15133 CR 22 Goshen, IN 46528 9 Phone: (574) 825-76 C 45484 STATE OF .•1 40R%ID I 0 It 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE — — HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONST+AUCTION-) STRUCAIRE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS)' EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050. 07-0051 NDS01 ALSO MEETS ININWONE-N DPOSURE C 20 PSF ROOF 10 PSF D.L. 1.. HOST INSTALLATION IS FOR ON -SITE STRUCTURE ATTADWENL t ;� o •` jp! LF�'� - APPROVED BY 20' MOE MAX 114T0 ZONE 2 OR 12.1MPH OF. B SITES, 16' WME MAX WIND ZONE 3 OR 14CUPH EXP. B SIS `� 4 i_ou• - d Jan 20,200 2. MIN. BRACNET IOAD.CAPAOTY FOR WRICAL RE -DOWNS ISON AiN24501 WIND ZONE 2. 2960j YANGZONE 3 . ; / / � OF FEDERAL IWINfA SE REDSAFE 1 WALL FRAMING IS 2 X 6 SPF (3 16' O.C. F STA, r :- A'r 4, : •' 4V� : coasraurnoxAxo suFir STANDARDS CONSTRUCTION D YST 4. 48'. QC PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE..... JACOBSEN HOMES NOTICE tI Film mcommsAIODRADeAywg Y: • D.M.T. OAIE 01-10-07 REY. IETIER DRAYANG BILL' ATT. TO HOST BEAM ' OM=14. RNNRGRY. AM ODFRNBPa MIONAU W MCCOSEN MAHv�e o P.O. Box -%a 3 695 SAFETY HHAR3CR.N FLORIDAa M SIAI NAIUMS AA( HIOMFD'SO x ® meORID ql��� DRAYAIG HUMMER: P Cl E ( _�� SU-01-MOB 14 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. ❑C D.M.T. NDncD DRAW BY: JACOBSEN HOMES DALE n¢sc sPFinalNA DRAows AFF: 3-22-95 01M& PRO%RETARY, AND COMMA. DRAWNG BBL' Mir AIFMALS OF MOB4N NANIFACTUIM P.O.p.o. Box 36a x_ 20 MAMMALS Ns PF0= M 1HE PLUMB. CON. & GAS TEST SAFETY HARBOR. FLORIDA 34695 WIDAD FOR SIM RF90.i5 ,DD LIM E DRAMNG NWBER PHONE (727) 726-1138 IOPF OMFBD AL NO SM FROM CUM SU-11-0001 Q 11 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING ' FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEGFlCAOKIS AND DRAMNGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: CRANING TITLE: I�I�I ORIGINAL. PROPRIETARY, AND CONFlOENIIAL ;:❑❑ P.O. BOX 368 MATERIALS OF JACODSEN MANUFACTURING Na %m MATERIALS ARE PRONMED TO THE LIGHT FIXTURE INSTALLATION DRAMNG NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPRNT FOR SPEORC PUIRWES ANO WST BE KEPT FAMIOERTKL AND SECRET {ROM DTPERS 42 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER 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 AREAL MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI -HIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE - MAIN I -BEAM BLOCKING PIER 1 BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM - HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL atANN BY: JAC O BS EN HOMES INESE SPEa,C,� A DRAWINGS ARE AND Ctl{D01DAL MATERIAL pUY9iG TI „ P.O. BOX OF 4ATARY. MA. SIKH OF JALS SENARE ROVED TO114 KC. ARE pD1AND ro SAFETY FLORIDA 695 W R SM BE R�� DAI0 KM DRAYKIG N PHOE(7HARBOR,) 6-138 � � � 15 10-10-08, TEMP. BLOCKING I SU-01-0009 BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER MUST NOT EXCEED 1/2". (THIS APPLIES TO ALL BLOCKING.) JACOBSEN HOMES NOTICE DRAWN BY: DA1e NLY. LII[ TRIM 4 PR CATXNS, AN C MOIG6 ME O.A. 10-17-08 — Dpmu4 POF dtMY, AND UFACTU1DAL DRAWING 11IlE P.D. BOX 368 YA1°°"S AT�� AC7L0THE BLOCKING NOTE NC SUCN YA90 ARE PROIOED 10 11E SAFETY HARBOR, FLORIDA 34695 RE<pF/lf F01 sEax PMav2t MD MJst BE DRAWING NUMBER: - PHONE (727) 726-1138 mq cowrom lWO sm NI0I OTIQ6 SU-01-0010 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 REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL _ OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER--' LAPPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING ROUNDING AND CONTINUITY -MST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWNG 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. ❑❑❑❑ ❑❑■❑MONAL, JACOBSEN HOMES NOTICE: THESE SPEQRC IRONS AND DRAMNGS ME PROPROMY. AND C0RDENRM MANUFACTURING UKAM or S.A. vole 6-6-94 DRAWWG TITLE: ❑„❑ P.O. BOX 368 E M MATERIALS OF Af DIG. SUCH MAIFRIAIS ARE PRDNDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RFOPMNT FOR 9E PUFPDSES AND MUST EF KEPT COVIDENTUL MD SEOT FRDM OTMRS lb 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 W1 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 NOTEC6` „mm swulloxs AND DRAII NGS ARED.M.T. AWN BY: DATE 05-25-06 REV. LETTER OMMM PROPREfARY, AM CONIIDNML MATMA S OF JACOBSEN MANUPACnWG DRAWNG TITLE: ELECTRICAL CROSS -OVER „❑ P.o. Box 368 SAFETY HARBOR, FLORIDA 34895 PHONE (813) 726-1138 WWO RR PUM RAIPOW3 AND MUST B: IMPT OMDM AND SPAF.T FIRM Ones (09-29-08) DRAWNG NUMBER SU-09-0010 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) 1 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39' 62" 86" 110' 134" 157" 144' WIDE FLOOR 33" 53' 73" 93' 113"' 133' 160" WIDE FLOOR 30' 48" 66" 85" 103' 121" 184' WIDE FLOOR 26" 42" 58' 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LEIS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT V40THS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM. AND/OR PER LOCAL CODE REQUIREMENTS 4"TY'P 17' OR 8' - T = T TYP 30' MAX > (TYP) XQ 4 NOMINAL 16X 16' SQUARE PRECAST T CONCRETE FOOTING � _ EACH SIDE 4 X 8 X 8 SOLD 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE -NOTES 'WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. • REF. CALCS. C LYA - ?13- G% `pgp11LNINlrrp NOTES: EH DAPU APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIGM POFOOTER SIZES AM �•Q� NQ. Fo'•. APPROVED EY SPACINGS. 91033: •: 2 START I -BEAM PIER SPACING 1/2 THEALLONABLE SPACING F1NQr EAGN END �c� * �_ OF 1HE HOME AT EACH I -BEAM, AND MAMMUM SPACING SHOWN N THE CHARTINP ABOVE FOR FULL LENGTH OF HOME. 3 SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MA)ODUM OPENINGS A : STATE OF = 9p P•: �� : 1 �J INC. •. / �'q� N A Q FEDERAL MIINUFACRIRE1T1yH�O(MpEp�08 AT WING LINE OF MULTIPLE WOE HOMES �.' ASs NT 4. SEE OTHER DETAILS FOR TIE-OOW7 REQUIRLTIENTS ?/Arm lyyy JACOBSEN HOMES N C „� sraleAlNars u� W" ar. M.T. DATE 2-8-99 REV. LETTER:, HE P.O. BOX 368 OIMM, PROPRE.I. Ala ..M1 m � MAT 1MMNM PI m To IK° D U OMWNC TITLE: 16' X 16' PIER SPACING SAFETY HARBOR, FLORIDA 34625 M WRT M W= RAWGMS Ma MST r ORAWJNO NUMBER PHONE (727) 726-1138 1SPT mwcwa AND =0 mm aNWTs SU-01-0020 40 17 ALTERNATE MAIN BEAM PIERS (6" IT Er x fir RmOjl ttiMIE IM* 11L006j (ND VDDAA ON out BLEED) VA ow 1 ffAN�4�a . ORAu�O� Tsm V a ♦�. 40gsm 1p 16) ♦ ♦- L PIER makaD (S EE no BYE O1E 15) l S �I®000R00EPRo®P SINGLE STACK BLOCK PIER 1us4F * To No 45484 . m QO�laCAPAD ISEEEll 0 V ,T,,''11LL Jj ♦♦� I�.- PIER CAPPED IN 4'mgatx 9EAt1D um (9 Ir x Ir x I5' QNID VAS*. BLOW ON LWEN WLS V RWAL DOUBLE STACK BLOCK PIER 16m A cAPA(m (ME NOTE 0 A V) x t x IUA Hmwj CamTE mom B SHOj(1(, H TAL GFFYM THE TIF ID THE EOIfQI -OE llQ PENW 1(OT EM1lt. x 8' x 1e" CoxTE aOw DE 9* 1 m*a wsis F V THE EEo TO THE F fdJ OF THE FHA 0I(OT E=M Ili. FLOOR WDTH MAX. MAXIMUM 1-BEA PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96' O.C. 120' O.C. 144 *DE FLOOR 2428 LBS 3488 LBS 4518 LEIS. 5608 LBS, 160" *0E FLOOR 2661 LEIS 3838 LOS. 5014 LBS 6191 LBS 18e *DE FLOOR 2961 LBS 4288 LB& 5615 LBS 6941 LBS. PIER LOADS RMUDE HEIGHT OF PIER UP TO 2SNO - ADD DIFFEREW Tj1LN PIER YpOHT 15 OfEATER. NOTEt LW *MTNS OaUDES A 6' OyERHANG 04 901HSIDES VAxAA(N, REF CALM (CHECK PIER PAD LOAD CAPACITIES BASED ON SOD. BEARI(G PS) t RTD 01-0oE0 FOR PEN SPACM 1M EN USG le x IU' PER PADS PEN WAIG fir IC PSR ?ADSDS Ow n1AV( ClI*RETE OEY (41SF RE UM A!p DTRIOIID TO DtQkD OF BE AI ^ PER CAPAOTT. Z V1f IFl( U9yG PIER PADS THEY WSTT BE UsTID ! aWG TO L]KEED 01 EO,UUA'L�/IA14 PER CAPAOM 3, START 1- A�1 PIER SPAO* 2P FKV EACH EVp 6 DE 110 AE EACH I-mwy Alp VAAW SPAai(G 9(0�( 0 K ENARE A001E FM FULL LENGd OF RO{E ,L Airy PEA ROM Am1E 6Y ]AST BE OE9d€D By A PL 0E AWMM 5. COS WST BE SAME LE4G1R AVID taTR AS THE FOG 01( #XH KY FM FA EMO TO ATE UN► MIERG A I I GAPS 2 CR 4 TIP !(0#(At SLID TE 91M VAT USED urlow JACOBSEN HOMES SRf11CL 14 ffiffilA0.A 1-8-99 (G n1tEfALL MAIN aEA10 PIERS P,o, eox 3seSAFEPHONE (�i2nRi2MGDil6 �+ 1 lxa� °x (G WAM SU-01-0021 18 0 20 PSF ROOF 10 PSF D.L. Oct 17.2008 (10B 08) J MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONN TION BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND ISO 2 N0.1 I N01 1 N0.6 200 2 N0. 2 0 1 NO. 2 0 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE FORAWNG M BY: DAIS REV. fETIFtt: ME]E] JACOBSEN HOMES TIRSESPNiGxasuoORAxexSARE B.C.K. 03-30-12 NEOHAI, NOTICE LQUN EG WNG Al1E P.O. Box 368 W W. SUCH OT.ume=N xN/1FA01tAiOlG SET-UP/ELECTRICAL SAFETY HARBOR, FLORIDA 34695 F ENDTT FOR S°FM HTERViS �P8M AIR I W ff PHONE (813) 726-1138 IVT OOFMIDI NO YOET FROM 01N0Tx NUMBER: SU-09-0001 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. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: AND DRAWNGS ARE THESE L. PROPRIETARY. OATERIA PROPRIETARY, AND UFACFROAL MATERIALS OF MANUFACTURING "" S.A. 7-20-94 DRAWNC PILE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 36BFLORIDA RIJACOBSEN ME TO THE INC. SUCH MATERIALS ARE PROMD DRAWING NUMBER: SD-D7-0002 ❑❑❑❑ SAFETY HARBOR, 726-11 34695 PHONE (727) 72fi-1138 D FOR SPECIFIC PURPOSES ARM MUSTS. KEPT COE510EMDAl AND SECRET FROM OIIDAS KEPT MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW IB'; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12' FROM THE FINISHED GRADE ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: 1HESE SPEOFlC NOT AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND CDNDDENRAL MATERIALS OF JACOBSEN MANUFACTURING unnrvn or. B.E.M. unit: 2-11-99 DRAWING TITLE: MIN. HOME SET HEIGHT ❑,.❑ P.O. BOX 368 DIG SUCH MATERIALS ARE PROMBED TO THE DRAWING NUMBER: SU-01-0022 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REDPIENT FOR 9' M PUISO.� AND M T BE REST CampTML AM SECRET FROM OTHERS ii 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SCAN) 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 #4 144" WIDE FLOOR-- 33' 53' 73 1/2" 93 1/2" 113 1/2' SEE NOTE b4 160" WIDE FLOOR-- 30' 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2' 42 1/2' 58 1/2" 74 1/2" 90 1/2" 107' MIN. PIER CAPACITY 177E LBS 2667 LEIS - 3856 LBS 4444 LEIS 5333 LBS 6222 LIES 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SO.IN). MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE S4 SEE NOTE b4 144" WIDE FLOOR-- 46" 73' 100" SEE NOTE Q4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR-- 42" 66 1/2" 90 1/2 115" SEE NOTE @4 SEE NOTE #4 184" WIDE FLOOR-- 37" 58 1/2" .79, 1/2" 10I" SEE NOTE @4 SEE NOTE N4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH .• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: Iv,':". . DAPIA APPROVAL: SEE CRL49. �� I. PRE -FABRICATED E� y T-Y- 14• FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PER THE ,�.�. 9=�'�= APPROVED BY 2. THE PRE-FABRICAIEO PIER PADS ARE TO BE INSTALLED MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE.: 3. ALL OTHER REQUIREMENTS ARE i0 BE ADHERED TO AS SPECIFIED IN THE JACOBSEN A ;• ERT A I E F 1'F• li 45 .,:,c>, ' O •. (' qE/p OCT 1 I ? A INSTALLATION INSTRUCTIONS. .. �'• ^'ti'•. HOMES ,1(f•',•`• ,.\ 4, MAX. PIER SPACING B' FOR UNITS WITH 8' I -BEAUS / ID' FOR UNITS WIN 10" ORPINC. �' I .mmRTAll 12' I -BEAUS (24' MAX FROM ENDS). FEDERALMANUFACNRED HOME CTIANAND SAFETY STANDARDS JACOBSEN HOMES NOTICE: THESE $PECUICAl1a5 AND oaAuwcS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE -FIB: I6• k 18 1 2 PIER PAD SPACING / ■ lop" P.O. BOX 36B ORIGNAL PROPRIETARY, AND CONFIDENTIAL MATURI&S OF JACOBSEN MANUFAOTORUIO x SUCH MAMMALS ARE Pa6x6co TO THE DRAWING NUMBER: SU-0I-0023 SAFETY HARBOR, FLORIDA726-11 34695 PHONE (813) 726-IISB KECRENTFI acaK ov�Es AHM Mm PE KEPT DanDaTIAI AND YGI[I rwaM O➢OR MOBILE HOME SET-UP TIFpOWNS THERE ARE TWO TYPES OF WAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS PROTECT HOMEM DESIGNED FR THE O HURRICANE EBON TYPES OF WIND FOR FOLLOW OUR RECOMMENDATIONS YOU VALL IN TIEING DOWN YOUR HOME, SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3,150 POUNDS ANDSHALL BE CAPABLE STANDING A 5o PERCENT OVERLOAD (4.725 POUNDS AL) WITHOUT E OF THE ANCHORING EQUIPMENT— (WEATHERIZATION), ANCHORING EOUIPMENT (STRAPS, ETC...) EXPOSED TO EQUIVALENT TO THAT PRATHERING SHALL O DERBY STANCE TO A COATING OFATHER ZINC ON STEEL OF N AT NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. PE 1. FINISH B. GRADE I INCHES WIDE AND50.035LBE INCHES STEEL IN THICKNESS. CERTIFIED BY A REGISTERED D 1 1/4 PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91• STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND ANCHORING NOTE: OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE "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 SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL THIS CAN BEST, BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LIS—mD FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY INPJUL 1310 INC, row" F 'IENIO CAUTION: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF HOME ONHOME MAYLBEi PULLED N IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES, OFF THE SUPPORTS. %_ :.� F U 6_6_04 `�w• .l 0 a,.• � SU-07-0001 • 37 Z0 MOBILE HOME SET—UP SHUTTER INSTALLATION: SHUTT IRS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE _ TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") ® ® DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE THESE SPEGFlCATONS AND DRAYANCS ARE DRAWN BY: S.A. DAE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ❑ 0 P.O. BOX 368 ORIQNAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JAMESEN MANUFACTURING INC. SUM MATUI ARE PROVOED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REGPENT FOR SPEOPC PURPOSES AND MUST BE KEPT CONFI0EH1IAl AND SECRET TROY OTHERS DRAWING NUMBER: SU-05-0034 36 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 S9.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 g4 SEE NOTE p4 SEE, NOTE #4 SEE NOTE b4 144" WIDE FLOOR.• 54" 85" 116 I/2" SEE NOTE N4 SEE NOTE 84 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE g4 SEE NOTE q4 184" WIDE FLOOR-- 43" 68" 93" 117 1/2- SEE NOTE g4 SEE NOTE q4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SO.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) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2' 101 1/2" SEE NOTE g4 SEE NOTE q4 SEE NOTE p4 SEE NOTE q4 144" WIDE FLOOR-- 54 1/2' 86' 117 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE y4 160" WIDE FLOOR-- 49 1/2" 78 1/2" 107" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR• 43 1/2' 69' 94" 119" SEE NOTE g4 SEE NOTE g4 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 ,pp — EN 4 RNi� Afyy DAPu APPROVAL• NOTES: 0 oy q— PG. TO THE CONCRETE '�$TE " �! I. PRE -FABRICATED PIER PADS MAY BE USED A9 AN ALTERNATE :'� Q� r y—. FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL V'G RF'` �,. Cc— rY — 14• �2 ••'• Q I=APPROVED 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ••�� BY MANUFACTURERS INSTALU110M INSTRUCnONS AND MEET THE MNUUM PER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIPEMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN g S •' OCT 1 1 717 xou6s Ixsruanox INsmucn6xs. , a• 4. MAX. PIER SPACING W FOR UNITS WITH 8• I -BEAUS / ICI' FOR UNITS WITH 10" OR INC. 12• I -BEAUS (2/• MAX FROM ENDS). EOERALM11AlIUFAUTUREDHOM1IE " • o JACOBSEN HOMES NOTICE F UAP THEYspEQNCATusANDNUT csME A BY: D.M.T. DATE: 09-22-01 REV. LETTER: m P.O. BOX 368 ORIGINAL PROPRIETARY. AND CONF ERMAL MATERIALS OF 11WBYM MAMRFACTURWG DTI SUM MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE -FAR. 18' X 22' & 10' PLEA PAD SPACING SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 111 FOR 9WX PUIM. RTO I T a tEP11AINOQTIIA AND scm FINN OTHM DRAWING NUMBER: 91-01-0024 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. 432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 70 1/2" 110 1/2- SEE NOTE ®4 SEE NOTE b4 SEE NOTE ®4 SEE NOTE q4 144" WIDE FLOOR.. 59 1/2• 93 1/2" SEE NOTE 14 SEE NOTE q4 SEE NOTE B4 SEE NOTE p4 160" WIDE FLOOR.. 54" 85" 116" SEE NOTE p4 SEE NOTE ®4 SEE NOTE q4 184" HOE FLOOR-- 47 1/2• 175" 1102" 1 SEE NOTE q4 SEE NOTE q4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.INJ MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120• WIDE FLOOR-- 95 1/2" SEE NOTE a4 SEE NOTE #4 SEE NOTE y4 SEE NOTE q4 SEE NOTE #4 144' WADE FLOOR- 61' SEE NOTE y4 SEE NOTE ®4 SEE NOTE a4 SEE NOTE ®4 SEE NOTE #4 160' WIDE FLOOR-- 74" 115" SEE NOTE p4 SEE NOTE q4 SEE NOTE ®4 SEE NOTE b4 184" WIDE FLOOR-- 65' 101" SEE NOTE ®4 SEE NOTE #4 SEE NOTE ®4 SEE NOTE q4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14.000 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 I. O�PTRE�-FI.BPoCATED PIER PA05 MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN OV .Jn�':� tom` C�Q:•'6, STE%;' :1 °. No. rO 't PIA APPROVAL: 5 �E CIFLLS P6• FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. : 14' fY- Ik•��- 141 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MEET THE MINIMUM 910334 •; PROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND m.m PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN (>F C A g'T'l�,TE W : os, OCT i 1 JEDERAL HOMES INSTALLATION INSTRUCTIONS SPACING 8' FOR UNITS B' I -BEAMS / 10' FOR UNITS VATH 10" OR jq •. .�.t1y': ��' .11, '• Q F.' • INC. 4. MAX. PIER WITH s 12-I-BEANS (24• MAX. FROM ENDS). AWNUFACTUREO HOME JACOBSEN HOMES NOTICE THESE SPEOnGNnNSAND DRAWINGS ARE DRAWNABY:DATE'- D.M.T. 09-22-01 REV. LETTER: P.O.1w Box 36e ORWAL PRdN2TARY, AND IXX4WnAL MATERIALS OF .MCOB¢N YANUFACTU G RIG y YA1F1dAL5 AAE PROW= TO nrt DRAWING TITLE: PRE-FAB. 17 % 25 & 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RE"T FOR SPEOnC PLAOOYS W M2E R IPP1 WMaD1nALAND mm MIN Qn DRAVANG NUMBER: SU-01-0025 I _ ° 2ZAa az 1 i 22 35 N 34. C3 1�3 23 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SO.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 113 I/2' SEE NOTE Aa SEE NOTE ya SEE NOTE 84 SEE NOTE g4 SEE NOTE qa 144' VYIDE FLOOR-- 96 1/2' SEE NOTE #4 SEE NOTE N4 SEE NOTE A4 SEE NOTE ®4 SEE NOTE (J4 160" WIDE FLOOR-- 87g1 /2' SEE NOTE y4 SEE NOTE g4 SEE NOTE g4 SEE NOTE y4 SEE NOTE X4 184' WIDE FLOOR-- 77' 119 1/2' SEE NOTE g4 SEE NOTE B4 SEE NOTE #4 SEE NOTE //4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 l NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 ......... NOTES: ON V •�- U'4> I•:� DAPA APPROVAL \ 5£� LA,sL�' O6� 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ,- •lt' FOOTINGS SPECIFIED THE JACOBSEN HOLIES SET-UP MANUAL. NO. � % Dl ;'Q� G- TVA ) T • 2. THE PPE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 ' = MANUFACTURERS WSTALLATION INSIRUCTWNS AND MEET THE MINIMUM APPROVED BY PIER CAPAURES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIHED M THE JACOBSEN A •, STATE � F • OCT 1 1 xou6s wstuunaN IxsTRucnaNs. ¢;:'•�',, 4, per;•.,/ .• ♦,: NIHINC. 3. MAIL PIER SPACING B• FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 70' OR % ., I2' I -BEAMS (24' NA7L FROM ENDSZ nc I V r a c I•c. NOTTC ' RAWN BY: JACOBSEN HOMES nusESPEarrcAnasuoNUMYcsARE D.M.T. SAFE DATEiSiRUC ION 0.iD Y V,u , 09-22-01 Ox@lAl, PRaxETAflr, ANQ caNlc[xnAL ORA'Mxc nnE: YA1EgAt5 a JACOBSEN YAM/ACNPoNG „ P.O. BOX 368 xr: sua wrzwts ARE HNA9EG To nc PRE-FAB. 26' PIER PAD SPACING SAFETY HARBOR, FLORIDA 31696 Haar f00. SD[OfIC waaYs YO YRI BE DflAPoNQ NUMBER: PHONE (873) 726-7138 YtvrcuvIXxniAYm4aCiROW OMus. $U-01-0026 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN� MAXIMUM I —BEAM PIER SPACING NOTE MAX. PIER SPACING WITH *** SEE NOTE $4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' MADE FLOORss 58. 89' 120'0** 120's 120's** 120'w W WIDE FLOOR** SO' 76' 103'sn 120'*** 120"*** 120'ss* 160' WIDE FLOOR** 45' 69 1/2' 94' 118'*a 120's 120'*n 184' WIDE FLOOR** 40' 81' 83' 104'sn 120'*** 120'*" MIN. PIER CAPACITY 2597 LBS. 3896 LIM 5794 LB& 6493 LBS. 7792 LBS 9090 LBS, NOTE UNIT WIDTHS WITH ** INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PH PAD (Cow MAY BE R019DImJ TWA M FRAID:I�EAB - ORIENTATION OF BLACK PLACID .SYMEMCALLY ON PIER PAD CBeeDo gpop some PG. O C-SU 19.0 ewe �0;\CEga e � s NOTES: tl DAMAPPROVAL• 1. PR'c-FA9 ECATM PUS MAY BE USED AS AN ALTFRNAIE TO THE MANUAL • I . SPE071ED IN THE XMSFH HMO SEHIP -p m APPROVED BY L 79 PRE-FARRICATED PIER PADS ARE TO BE DISTAUED PER THE STAT' r o THE MINIMUM (] �, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET o a HER CAPA01116 410NA1 A90WE 'e�F 4 O \��o�a �' zo09 N �rllv.l Pe;.s'• 3 ALL OTHER REOMIEEEIITS ARE TO BE ADHERED TD ASIFD 01 THE JACOBSEN iO S a U' vo p S ' p®7®B3Og� rex[xu NAIRIFA[INxY xmeE C0161"ICIINaoSK"YSfapCl*S HoMEs INSTAW77M1 DISDNCTIOK A MAIL PIER SPAONG 6 MR UNITS WTH 8' I -BEAMS / IC FOR UMTS WITH 10' OR . I2' FSFAMS (24' MAX RM UIDS­USE 1/2 THE MAX PER SPACM IF THE PIER WORD S LESS THAN 48' O.G} JACOBSEN HOMES TTMTTW AM DRAIM AM R'SE Sf4O DRAWN BY: M.T. DA1E• 11-23-09 REV. IETTFA: DRAINING IrnE 17 J! 22' PIER SPACING P.O. BOX 368 CRIMLIL RTDRIETNR; u0 rAEDExnAL OF MATDUAL4 d1CQ�X W)WACMBic — SAffTY HARBOR, FLORIDA 34895 PNWIE (613) 726-1138 me = MAINAS AM FWMM TD THE EM89 PER Mm RMS'S AID MIA H IBA 006>BNDIL AM SOFT HIM 6111DIS DRAWING NUMH : SU-01-0027 24 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �►- MATING LINE OF UNITS 1 I I SITE INSTALLED EXTERIOR SIDING I {�- MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE BPEtliiCA11g1$ AND DRAMNM ME urtAnry m: S.A. unlc: 6-6-94 rtcr. ¢ncn. ❑❑■❑ WONAL PROPRIETARY, MDCIXIfipURAL DRAWING TITLE: ❑„� P.O. BOX 36B MATERIALS OF JACOBAR MA FACMRINC INC. 6 M MAIDOAS ME PRONGED M THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY PHONE 27 7261D11384695 ( > KV)T gamWE Tlk WPYUU FTM OTEM pRAMiNG NUMBEfl: SU-05-0031 a] ca � 'r J V =Z� lu Ea CL IL w 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 S0.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120• WIDE FLOOR- 113 1/2' SEE NOTE y4 SEE NOTE d4 SEE NOTE ®4 SEE NOTE Q4 SEE NOTE q4 144' WIDE FLOOR-- 96 1/2• SEE NOTE #4 SEE NOTE y4 SEE NOTE @4 SEE NOTE g4 SEE NOTE q4 I60' WIDE FLOOR-- 8N1/2• SEE NOTE ®4 SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 SEE NOTE N4 184' WIDE FLOOR-- 77' 119 1/2• SEE NOTE 84 SEE NOTE g4 SEE NOTE y4 SEE NOTE N4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LEIS. 11,736 LBS. 14.083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6. OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 1. O�PIREE-FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN V +;, (�P,.•V�STEq;rt' •O'y DAPA APPROVAL FOOTINGS SPECIFIED N THE JACOBSEN HONES SET-UP MANUAL. �� NO. C% ':T -yam O 7 .'Q�' s C- 1 . �J 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS NSTALLAFON INSTRUCTIONS AND MEET THE MINIMUM 910334 'k =_ APPROVED BY PIER CAPACITIES SHOWN ABOVE. �,.. • Ar 3. ALL OTHER REOUIRENENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN A •• $TATfw :•W Si'�'•, OCT 1110 HOMES INSTALLATION INSTRUCTIONS. 4. MAX PIER SPACING B' FOR UNITS WIN B' I -BEANS / 10' FOR UNITS WTH 10' OR �4ip,�lr NI H 12' I -BEAMS (24' MAX FROM ENDS). A INC. , c nc. JACOBSEN HOMES NOTEC ' IHESESPECInanoNsAwDuwNcsmE RAMN BY: D.M.T. DXMSIRUCIIONX40WE 09-22-01 yopP61W „ P.O. BOX 36a ONONAL PROPMLTARY, AND COMWTIAL YATEMALS OF JACOBSEN MM FACIUPoNc NC RICHMAaML$ ARE PROYM TD nE BRAVING TITLE: PRE-FAB. 26• PIER PAD SPACING SAFETY PHONBOR, FLORIDAE 726-1138 5 1E[PCA�pC Rl� "gA�sMAw Obt BE OflANING NUMBER: SU-01-0026 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 S" MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH "s SEE N07E #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' VADE FLOOR** 58' 89' 120'sss 120's" 120's" 120's" 144' WIDE FLOOR** 50' 76' 103's" 120'"s 120's" 120's" 160' WIDE FLOOR" 45' 69 1/2- 94' 116's" 120's** 120°s" 184' WIDE FLOOR" 40' 61' 63' 104's** 120'"s 120'sss MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LEIS 6493 LBS. 7792 LES. 9090 LBS NOTE UNIT MOTHS WITH " INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PER PAD (COMM MAY E K OED) TYPICAL PER FRAME I-M ORIENTATION OF BIACK PLACED SYMETRICALLY ON PIER PAD REF. CALC. PG. ,�oeaC'D o CSU-19.01 `eo)0•�\CEn1s����o� NOTES" • $ e o DMA APPROVAL 1. PRE-FABIWATED PIERS MAY BE USED AS AN ALRRNAIE 70 THE CM= m I SPECIFO IN THE JACOBS N HOMES SET-UP MANUAL -p • APPROVED BY 2 IHE PRE-fARMCATED PIER PADS ARE 70 BE WALLED PER IHE ® STA r' i.J I-' MMDEACMER'S INSTALLATION INSTRUCTIONS AND LW IHE MINIMUM s0 ^, ^ •� o •• �[ Dea D4,2DO9 P PIER CAP9MES SHOMI ABOVE m�T i�.' �l ea • \ ^' I a` 1 ALL OTHER REONRFAEDTS ARE TO BE AMIE ED 70 AS 9EM IN THE JACOBSEEEI <� '`P I�`r�OMA!� I �� ^•°Mosum" nuoums HOMES INSTALLATION NSIRUCOONS If OR .4 fIY F.BEAYS (YAX, FRDM ENDS-5E 1/2WE MAX PIER SPACING IF THE PIER®e`taBBREABB9g3e� SPACING IS LESS THAN 48' O.C.} JACOBSEN HOMES N01S „� = �, Owwr� BY: M.T.11-23-09 DATE REK 1EfiFR BRAVING TIDF: 17 X 22' PIER SPACING P.O. BOX 368 aRMIAL FFSTMARG AND CaRmDOIAL UAYSUAJS OF JAOM tR MANUFARRI MID SAFFTY HARBOR FLORIDA 34695 PHONE (813) 726-1138 QC BAN MATEAM9 All -FR0A7E010 THE BMW RR MM RA9095 A® MAT S Id" OWFOOMA10�TRUN OUD6 ORAMNG NUMBER: SU-01-0027 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 Imo-- MATING LINE OF UNITS SITE INSTALLED CORNER P0: SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B HARBOR,) FLORIDA2-1384695 SAFETY PHONE NOTICE: THESE . P OPRIETAR AND O nCD ARE ORItlNAt, PROPRIEEAAY, Alm CIXi00EN11AL MATENIAL9 OF JACOBSEM YANUFACN0.INC MC. SUCH MATERIALS ARE PRONDED M EHE NKEPO?OCD DOl� P A FM nD ORAMN BY: S.A. OA E: 6-6-94 FOR SLIP UNIT SU-OS-0031 REM. EITER ORANINO TITLE: EXT.S D.APPL. DRAINING NUMBER: a] MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPUCATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING 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 APPUCA71ONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPUCATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPUCATION 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 WTH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SUDE (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. � JACOBSEN HOMES ITIOTICE RD9: SPECWCAETAR AM DCONFIDE ARE °"""" "" O.A. DAIL' 06-06-94 MEY. LLI17i: ® P.O. Box AN M CONFIDENTIAL CIA• OF JACOBSEN MATERIALS 6 UACOBSN YANUFAC7URWC ORAMNG TITLE: EXTERIOR SIDING APPLICATION FLORIDAINC. SAFETY HARBOR, ORI34695 SUCH MATER[4S ARE Rm1mm TO RECIPIENT FOR s[DFIC ROM Am MIST DE DRAMNG NUMBER: PHONE (727) 726-1138 KEPT CAELLEMDAL AID YOEr FROM O71flR $U-O5-O030 09-30-06 ( ) PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS I� (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. [� 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. 5588lbs. 6308lbs. LOAD SPANS ARING PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 409 sq. in. 519 sq. in. 628 sq. in. 737 sq.. in. 847 sq. in. 956 sq. in. LCAPACITY 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 164 sq. in. 207 sq. in. 251- sq. in. 295 sq. in. 339 sq. in. 383 sq. in CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 IDS. 5881 His. 6641 Ibs. LOAD SPANS ®. w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' n 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. m 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. CD 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. C11 MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 083 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. C3 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. b 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. m MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs N75lbs (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: 1 . oacs. QI SEE DETAIL 'B'. PAGE SU-01-OD01 FOR BLDOQNG AND ANCHORING OF MARRIAGE WALLOPEM 11111E NINCHES. , 0N0I(o (tQ P ^V ALS� �iQ�� DMM APPROVAL Q SEE NOTES, Q O3 AND 1✓ UNDER TABLE T, PALE s1-01-D040. `t ''�, Q3 FOR All UNIT MOTHS USE 177 s4/n HER FDOTER UNDER SIDEWALL OPENINCS.THAT v?•�G�STERF •�� ••• APPROVED BY ARE 49 INCHES WOES USE 2l2Oq/n PIER TOOTER UNDER SIDEW,A96 INCHES MDE. FOR OPENINGS LuOTPEARMNLi6 INCHES 70 IN 1000 PSF SOIL BEARING REQ-D) - q. ND• O = 910334 •� (MIN. (D FOR PROPER LOAD SPANS SEE SU-03-0001. (-LOAD SPINY ARE CEVLSPANR PIER :• • - INAINC. SPEaFICARONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF CEARSPAN OCCURS ON BOTH SDES AM VALUES USIED ABOVE F08 EACH CLFARSPAM)- '0 •. TATE OF : � � (D CHECK MTH LOCAL JU WC71ON TO DETERLONE 1HE SOLL VALUE �0''• � � ON YOUR � ''i FEDERAL MANUFACTURED HOME STE OR HAVE A SOIL BEARING TEST PERFCWED ON YOUR SOIL TO DETERMNE THE VALUE '` •ND (�\ CONSTTtl1C MANDSMETYSGIFAAROS MAR 0 1 1999 JACOBSEN HOMES THESE SPEWMT04SfAMDRAWNC F B.E.M. DATE- 2-6-99 IEV' UETTITC M P.O. BOX J68 CRITERIA. PROPRIETARY. Actor. Alm OTEi11f1N1A1 SUM MA�Op we TITLE: PIER FOOTER SIZING CHART DRAPFOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 M AREpRMED"LTraO �T FOR 10[6C RPJ'043 ND wsr DE MAIMING NUI®FR: PHONE (727) 726-1138 PVT CORfOENTA AND sa¢T FRO9 OOOS SU-1711-0113n 32 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY Q © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-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 5608y) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM O1 05 PIER SPACING SOIL BEARING PSF CAPACITY 2Q © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM ( PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615@) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 69418) 2000 500 2500 400 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. UNDISTURBED SOIL OR 90% COMPACTION FOR FILL ALL FOOTERS TO BE BELOW FROST UNE. MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. CHECK WIH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. �PQ` G�STEgF.l! No. o . 910334 IT ., . QrATE OF j_A, JACOBSEN HOMES ,NEE 6PEW CA7pN5 M�GMTME AE' . ORIONAL. PROPRIETARY, AND WIFIOEN➢AL P.O. BOX 368 YAIFAIALS OF JAOOBSFM MANUFAO G I \,r7= SAFETY HARBOR, FLOIIIDA 31695 OIL' SUOI MAIDONS ARE PROSE TO 19 REMENT M ROC PAPOfS AN1 MIM I[ PHONE (727) 726-1138 OPT CI M =0 FROM BDE16 2s ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. AAP�PROVVEED BY N P INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 FOOTER SU-Oi-0040 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE _______::)I \> _ SOFFIT MATERIAL '-P FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET-UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, ' NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET-UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. -7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES E I O NOTICE: IMESE &ECIFl NO DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETFR: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ❑\,❑ P.O. BOX 76B ORIONAL, PROPMETARY, AND CONROENRAL MATERIALS OF JACOBSEN MANUFACTURING INO WIN MATERIALS AK PROMOED T1pp THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RCODFM Fat gmPVW043 AIa,NRI DRAWING NUMBER: PHONE (727) 726-1138 MT CONFlOOIRAL UD SOO1Rw IET bTNERS SU-OS-OO20 31 SHINGLE INSTALLATION ' �o�� II o SEE PAGE RC-19-0002 NOTES: I. SHINGLES FASTENED W/ MIN. 1' X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED. IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/B' X 3/4' X 1B GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8' X 3/4' X 18 GA. STAPLES 12' O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8- STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ooMo JACOBSEN HOMES ❑❑oo°o P.O. BOX 368. 901 4lh ST. NORTH SAFETY HARBOR. FLA. 34695 PHONE (013) 726-1138 SHINGLE INSTALLATION © 6-6-94 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' lk 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 AND DRMANGS ARE ORIGIN L. PROPRIETARY, ORIGINAL. PROPRXTARY. AND CONRDENIING MC SUALS OF D,COBSEN YANOFACNRING DK""" "T' S.A. D"I` 6-6-94 DRAWING TIOIE' SUPPORT ❑„❑ P.O. BOX 36BFLORIDA MAIFm AREID TIE R. DRAINING NUMBER: S(l-03-0001 ❑❑❑❑ SAFETY HARBOR, 726-11 8. PHONE (727) 726-1138. MI DIT OM AND KITT OO DR 59IORO SEMT6 ROW OTH BE MPT CMb®D7011 AI81 YDiET IRDY DT6AS 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. t 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 UEU 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 NAND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16' X 1' x 16 GA. STAPLES (OR EQUIVALENT) 6' O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES DIMSPEOTCATIO15AMIAAWNDSAM M.T. 12-22-94 WMA4 PMPPE W NO MWiDEN1DLL INAMALS OF =BM MANUFACIRM DRAWNG nnE: SET UP NOTES P.O. P.BOX 768 ml tf_ SM MAIFRAIS ARE PROVEED M De SAFETY HARBOR, FLORIDA W95 1XVIDIT FOR 94DR R1PWF5 AND MW BE ones DRAWING NUMBER: SU-D5-0001 D't-Iz-ae PHONE (727) 726-1138 ND4 mfu mAl Ale mou ma EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPUED'OVER COMPLETED SHINGLE ROOFING ' (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I i I I AR +ur I - •m. 4111r aR. I elr � I I .R R qpy � ,pp COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) ^I'e TO SHINGLES INSTALLED IN THE FACTORY. .°> ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WOES. T� mT +or (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. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THEffS QnCATIMSAND DRANINGSME MUNAL PROPRIEIMT, MD CONADENDAL JACDBSEN YMUFACMMNG vrznnn ev: S.A. vni�: 6-6-94 --••-- DRAWING TITLE: ❑„❑ - P.O. BOX 368 MATEi AU3 OF Na s EY wTEwus ME PADWDED TO THE EXTERIOR ROOFING CLOSE—UP ❑❑❑❑ BAFEPHONER(727)F726-113IDA 8 , 'KEEPTCWWnK CID ��YIST� DRAWING NUMBER: SU-05-0010 29