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HomeMy WebLinkAboutSET-UP MANUALSE�-,X-UP MANUAL AUG 2 0 2017 f _ -ic Works St. Luu:c Countv. OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confideMAD'�T Jacobsen Manufacturing, Inc. Such materials are provided to the reclp-roT t� c"pecifrc°�._ purposes and must be kept confidential and secret from others. SU-00-0000 REV-07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTONS *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", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8' MAXIMUM ACCC EPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ ❑❑■❑ JAC 0 B S E N HOMES xO THESE SPECIFICATIONS AM AND DRAWS ARE ORIGINAL. PROPRIETARY. Am cummmuAL DRAwN BY: O.A. DATE ��-Z1-O6 REV. LETTER DRAWING TITLE ❑„❑ P.O. BOX 368 OF JACOMATERIALS AMSEN MANUFACTURING MATERIALS SUCH THE INC.� ���� � M� � THE MANUFACTURED HOME SET-UP B DRAWING NUMBER: SU-01-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPRNT FOR SPECFIC RNIFO S AND MST BE KEPT CORF10WAL AND SEOU FROM OTHERS (10-08-08) WOOD m (MY mwmn PREMA MAIM LOW (So PIER CAPPED Iffm SOLID Cm LiIOCI( oar THCN) B' X E' X 16' CELLED MASONRY VM OPM CELLS VERTICAL SEE TABLE I FOR PER FOOTER- SIMIC AND SPACING SIMICATIONS (PAGE 11) (SEE % 4A FOR 16 X 16 PRECAST PER PAD SPACDIG) � RE11OVE ALL WANC MATE K--' AND PLACE PAD ON STABLE SOIL BELOW FROST IN PER LOCAL CODE REA RETENIS X-DON SIRAPS ATTA TD LOGE EEAM COLLIM ON FA01 SECTION TO E COMB CTED TO A DOUDIF HEADED ANCIWR SEE NOTE /4 SE NOTE 12 J DETAILS "A' AND "B" SEE NOTE #2 (IBIffJ6lON VAIN IMDI MAX ALLOWABLE SOIL BEARDIG) AKM TREATED UAW PER CAPPED Will SOLID CONCREIE BLOCK (NDL 4' TIM $ X Ii X 16' ML D MASONRY L;L=S MM OPEN CELLS VERTICAL (SEE NOTE /1 FOR MAX PER EEIGHIS AND NAIL ABOVE) SEE TABLE FOR PER FOOTER SM AND SPACING SPECIFICATIOEB (PAGE 10) ROM ALL ORGAIBC MA70M AND PLACE PAD ON STABLE SOIL BEIM FROSLDIE PER LOCAL. ` W \� \ (XXIE i�0U1RB1EN15 DETAIL 'B' a SEE NOTE R 1(DDom VARIES 10 MAX MLDWAIlIE SOIL IiDAPoN�f� j o b o a 8 8d:p6®p 08 D I Y �Jq X JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA M95 PHONE (727) 726-1138 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I —BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1 /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 PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8. PIERS SUPPORTING THE )-BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING. ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 10 IN THICKNESS. ® ° NO 484 .1-0 z o o TATE '&0 = OF ppIJp F . v, DRAWN W. I" SPE= 5 AID »Lorca ARE a=ML PlI�iTW AID ONUU NAI DRAWING TI VA1E1 U W A ZMM NANAFAM N S NC am Yuma AK Pwmm To 71E WMrt M NM Pl WO AID List a Woo N WT COSDD M AID ME RN OIM 2 DAPU APPROVAL' APPROVED BY Revised IN Dec 17,2008 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A. DATE 09-07-93' LFT1E� DETAILS 'A" & °B" /q SU-01-0001.1 1 (12-15-08) Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Matting Line for Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, ANO ALL FLOOR SYSTEMS (JOIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 164Z Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 33ZO Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter g ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, If different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 0 j .:'V X ff' ° FAfiialIManufrct.::ed f;i'i Aome Recessed Pier er not shown for clarity cut out) upport above 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01.0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. �\ •Q�Gt NoER�� PE10505134 STATE OF ;r�W i ! �II IIIIA ltt011 5/6/2014 s SU-01-0001.2 �fc;,�ir, k =.0 ,J ['t(l�YCII � `9!]Ui2Ci„lYG1 ' rii1:x1? :h: L(ia I �I e Jacobsen Homes Footing Cabacitiee d S in. x 16 in. (single stack) pier 16 in. z 16 In. (double stack) pier Soil inimum Minimum Bearing Footing Footing Unreinforced Unreinforced Capacittty Size (in.) i Area (In. ) Maximum Footing cast -in -place Maximum Footing cast -in -place (psf) � Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thiclmess (in.) S6 x 16 256 1,600 6 1,600 6 ' 20.20 400 2,600 6 2,600 6 !Z 24 x 24 576 3,700 6 3,700 fi O O 30 x 30 900 5,600 8 5,800 6 O 36 x 36 1,296 7,900 10 8,100 8 42 x 02 1,764 10,700 xvte a 30 10,700 10 4E x 48 2,304 13,100 nor1 4 12 13,600 10 16.16 256 2,500 6 2,500 6 26.20 400 4,000 6 4.000 6 N a 24 x 24 576 5,600 8 5,700 6 00 31.30 9U0 8,500 .rote a 10 8,900 8 x-1 A.36 1,296 12,400 note a 10 12,600 8 421x 42 1,764 16,500 note . 12 16,800 note • 10 48it 48 2,304 21,200 nvu 4 14 21,600 Fill. 4 12 16 � 16 256 3,400 6 3,400 6 ... 20 N 20 400 5,300 6 5,300 6 t7 24 x 24 576 7,600 8 7,700 6 30 %30 900 11,700 non • 10 11,900 8 tV 36 j 36 1,296 16,700 nmv • 15 16,900 - a 10 42 x142 1,764 21,700 eta a 18 22,700 not. 4 12 16.116 256 4,300 6 4,300 6 v. a 20.''20 400 6,700 6 6,700 6 O O 24 x�4 576 9,600 note4 8 9,700 6 P4 30.30 900 14,800 none SO 15,000 8 36 x �6 1,296 20,700 . o .4 12 21,400 •n • 10 16 x 16 256 5,200 6 5,200 6 w tl 20 x 20 400 8,100 note • 8 8,100 6 CD O ao 24 x 24 576 11,500 note a 10 11,700 6 30x30 900 17,900 .t•e 12 38,100 none 8 36 x 36 1,296 25,400 a 14 25,900 ete 10 y., 16 x 16 256 7,000 6 7,000 6 'qt�� IZ 20x26 400 10,800 nmee 8 10,900 6 ' i ! O O 24 x 24 576 15,500 Nm a 10 15,600 8 30.30 900 23,300 vt• a 12 24,200 none 10 1. The footing siie-hown are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other configurations, such as rectangular or circular configurat'ons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than the thickness of the footing. V 2. The 6 in. cast -in -place values can be used for 4 in. unreinforced precast concrete footings. d 3. the capacity values listed have been reduced by the dead goad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,000 lbs. for 8 in. x 16 in. single stack block and 16,0001bs. for 16 in. x 16 in. double stack bllock. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete +block piers shown in footnote 4. 6. On the frame p1-beam) a single stack block pier shall net exceed 36' high (see footnote a fur maauuum capacty) and a double stack block pier with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single slack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the vieghls specifiedd it this footnote shall be designed by a registered professional engineer or registered architect. 1 7. Poured (cast-m-placa) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in 7ccerdance withl the pad manufacturer's instruct:.ons and must be certified for use in the soil classification at the site, listed and labled for the required load capacity. i I 4 SU' 01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES xOS AND THESE SPEgFICAIIONAND oRAYANGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑��MATERIALS ORIGINAL, PROPRIETARY. AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 ,�❑P.O. �0001:1 BOX 368 RIG SUCH MA�,� ARE PROy�p TO Tiff SAFETY HONEHARBOR,) FLORIDA 26ID 1384695 F SEW FRMPOSES OM � DRAWING NUMBER: SU-OI -000Z (09-30-08) 5 i SEE NOTE #77 SEE NOTE #6 (4) 2 SEE NOTE #2 I NOTE #1 I, I \-NOTE #5 SEE NOTE #3 TYPICAL SING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 7 I >- SEE NOTE #2 NOTE #4-� _-SEE I NOTE #1 I \-NOTE #5 SEE TYPICAL DOUBLE WIDE BLOCKIN (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑q ❑„❑ ❑❑❑❑ p P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 I ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DOUBLEBLOCKING DRAWING NUMBER: SU-01 -0003 6 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE #3 SEE NOTE #2 I _-�-- SEE NOTE #4 --_� NOTE #5 I NOTE #1 I SEE NOTE 3 4 2 1 N�TEE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS 13-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRA`MNGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD% REQ'D BLOCKING -'ALL FLOOR WIDTHS ITHIB BLUMNS 0 IIY ADDITION TD EEEEE� -� TYP. FEREPLeru ON MEWALL OR MARRIAGE HOST BEAM NOTE OWED BLOCJONG REMED AT 48' O.C. MAX REFER TO SU-01-0006 6 __�Il - iw ANY SIZE TUB AWWR 9HDWER AT lSOIEWALL OR MARRIAGE WALL BLDOUNG MMOM 1ED W THIS! MANUAL - ALL FLODR WIDTHS AND SOM ED'HI UNDER EACH SIDE OF ALL EXTERO R DOWS LOCATED ON SIOEWALLi 2 OR NOE 46 I)T LMNDOWS PURE REQUIRED AT EACH END AND BETWEEJY EACH OPEMNG RECESSED AREAS REQUIRE PIERS SPACED 64' O.C. MAX (I8' OR LESS N DOM) EACH END OF RED3fED AREAS RECESSED AREAS w/XE BAY REM PIERS SPA® 64' O.C. MAX. THIS ALM APPLD?E TO ALL ENOWALL DAY WINOMW LWdME SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 64' O.C. MAX RUM Ian ALONG EDIEWALL OR MARRIAGE WALL PLIES TO BATH CAUNETS 60' OR GREATER N LENGIH) 11O 0 MAY BE USED FOR MULTIPLE 46 Ig VNDOWS) • • SPECIAL BLDERING NOTE FOR IW-W F184-3 WIDE tEx6 FLOOR SECT1ON5 ONLl7 MUM 6L MNG IS KIM (MgdM;: AND SDLT1 U) SW ON CE 70 MAX SPAMG DAPIA APPROVAL HIM LEM FLOOR SYSR:TI FET (SDENALL TD SDEWALL OR MAWAGE NALQ 6EFORE NSTAIINC PERIMETER Ii= 1. FM N AIX EIMIX NOW AS NOICATED MIRE USE 16' X 16l PEA PADS M. �j"" � � � V ]C � � � � 2 LOCATE RWW OUR PEILM J= OR ■IIHIN r OF RE END OF 29 MM UUM AT 16' Q.C. MAXIM � i Da m PEAS ARE N Amrn TO ANT ma lETI1 s PEAs AI.UE Maim FIE: MAR 20 2014 O 4. FEJ3IEEA MIXING IS REAIM lBW TIP FLOORS (MA46 a E MEWS) I6' &C. MAX. a Faaa� Mnnnfeet red m 5. PIERS USER FOR PUXU SUPPORT MUST BE NSTAIIFD WIN THE = MOMPARALLFL TO TIE PERIEu RAL v 6. *0 PUXIER IX=G IS UM, MY MATNG LIE OPEN SPAN 060 THAN 10. MUSE NAVE NIBRIEDMTE PIERS Q And s PIAf,ED AT MAX W OQC. D0aFT 184' TUE FIRS, SEE SPELUL NOTE • •.;BEETS TO SU-01-00MI NO W-01-0005,2 FOR 2r6 FLOOR SYSlE1iS. NOTIM. DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES Nr1 M 3EO.7CA7M AID MAWWGS ARE O.A. 4-12-00 P.O. BOX 368 INt SMS W' M MMAIFACRA W °RANG WILE:ADDITIONAL BLOCKING NC SUp1 MAT13iA1S ARE PROW TO 1FE SPHHONE(8113) 26- 138+695 WCQFFDf?M AMMO MRWU OWIIBtRs DRANNC NUAO SU-01-0005 (03-1s-1a) 8 (APPLICABLE TO ALL IMPERIAL AND gtLORO COTTAGES $TH 184' FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER16 BLOCKING O.C. SPACING X 16 PIER PAD 17 X 25 PIER PAD MIN. I1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 49"/24" 64"/40~ 64"/49" MAX LOAD INCLUDING PIER AND F007ER 1 1778# 2667# 1 2950# ALL AU EXPOSUREStNDZONES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY May INC07,2009 FEDENAL YAl1UFA.CfURED NOrF FANSTAUCf10N AND SAFELY STANDARDS I o"de Bf D TEt REV. LE71M JAdOBgEN HOLES rt�cA, ►a�,T, 03-02-09 r 0�ffp wlt DR pcd1� A �'V! ADD. PER. BLOCKING REQUIREMENTS P,O, BOX 360 tON 1l�AlS Agt.FROy�[D SAFETY FLORIDA DR c 7)X6� c SU-01-0005.1 r 9 d I PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) q I 4 d PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. AS NOTED ON SU-01-00051 (SEE SU-Ol i 0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-0I-0005 FOR 184" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: I DAPIA APPROVAL 1. PRE —FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUALS 2 THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS NSTALU11ON INSTRUCTIONS AND MEET THE MINIMUM PIER CAPAC17ES SHOWN ABOVE. 3. ALL 01HM REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. I Lu 'A o MAR 19 2014 Q Federal Manufactured Home Construction And Safety Standards NOTICE: DRAWN B : DATE: REV. METIER: JACOBSEN HOMES I THESE 93MCAMMS AND DNAW►KS AM YOUNG 11-18-2011 d ONMR. PIMMU RY, Afro CONFDeM& DRAWING TITLE - P.O. CF MOM MANUFACNitNG P.O. BOX 368 ND SUCH YATERKS AK �y� to � PERIMETER BLOCKING IMP —DC 13 SAFETY HARBOR, FLORIDA -W95 ffiww FM SPEli1C PURPOSES AM MM BE DRAVIING NUMBER: PHONE (813) 726-1138 WT CMFMO TUL AND SEW RM OTHERS SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL COLUMN PIER PIER LOCATION LOCATIONS SEE SET—UP MANUAL SEE SET—UP ADDENDUM FOR SPECIFICS (LOCATETHESE LTHE \ FOR SPECIFICS M RRIAGEIERS LINE)AA BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: I DAPIA APMVAL• 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES ,,,� sPEa�ICAxo17cM 7N>Ns AM ORAMINfS ARE ORIgNAL. PROWd MY. AND CONFlOOIm MATERIALS OF 4kaM IL MALNFACRNENO DRAWN BY: M.T. DALE 05-20-06 REV. LEITER Q u DRAVANG WIM- BLOCKING (PIER) LABELS „ P.O. BOX 368 ING SUCH MAMNS ARE PROW= M 7HE DRANING NUMBER:12) SAFETYHARBOR, � I � RM PHONE AND I SU-01-0006 11 (TITS ULOGONC IS N AMMON TO BLOCKNG REOLORED N THIS VAHUAL) i . d A61` VAX 51' MAX , USE DETAIL V KY MEN OUTBIGGFR IS ON FLOOR JOIST FirSEE DETAL 'A' SEE DETAIL g DVRECILY On PORCH POSE zi all TYP. RECESSED PORCH � a` EX8 w IRAu. 1 EXTERIOR rut . ADDED 1-BEAV UNDER EXTERIOR wa — — 1 r — — PER UNDER ADDED I -BEAM ���RECES� PORCH REORWiE PERS SPACED 64. O.C.• VAX PER UNDER AOD� 1-BEA>l (AND PIERS AT I = POSTS) AS SHOWN 64' Ot MAX PIER SPAaNG AT MARRIAGEWALL 91O1ECISTANCE BETWEEN EDGE OF RER * EDGE RE Pon POST MAY HOT EX 0 DEPTH OF TYP. PORCH POST TV. PORCH POST BOOR JOIST (51/Y) TV. PORCH FLOORNG � TYP. PORCH FLOORING PORCH FLOOR JOIST PORCH FLOOR JOIST DOUBLE PORCH PERIIEIER RAL' 2216 PT I If MN. RAL DOUBLE FYXtCH � ` 2 X 6 PT X 111' 191. (2) TV. TIE -DOWN STRAP t IYP. 'RE-001Ri S11iAP BRDGED BETWEEN TSPORCH PORCH FLOOR JOISTS(SEE FLOOR J01515 Onb DETAILS)PER CH X O X 1C) (SEE OTHER DETAS) TIP. PIER (a' X 6' X 161 16' X 16' VIN. PIER PAD 16' X 16' MIK PIER PAD CROSS SECTION VIEW Al CROSS SECTIQN VIEW Bl TYP. PORCH POST 11p. PORCH POST, V. PORCH FIDD W � �iW E- DISTANCE BEIVEN EDGE OF P1ER AND EDGE OF PORCH PST TYP. PORCH FLOORING �� ��1/2 PORCH FLOOR I� PO O FLOOR JO SR VAY NOT ET® 51/V (2)2X6PTX18•VO! (2)2XIPTXleMIN. BRED BE11EEN 2 EINGED BtREER 2 •�_ � SEE ORB DETAES') tl PORCH FLOOR JOSTS PORCH FLOOR JOISTS LONGITUDINAL VIEW A2 IDNGruiDINAL. VIEW B2 DETAIL �'A' DETAIL 'B' `ottatEiioy. M. NOM ........� s� •�rir �Q.r��IFFQ CiL DAPS APPROVAL• NOTES: L BOOIflONAL BLOOM REGM AS WAIED ON 61 SE 16' X 16' PIEA + j G ; 4 APPROVED BY PADS ON loon PSF SOL CAPACITV) 1 " 2. LOCATE BLOCIM RUDER PLWNELER JOIST OR wow S 1/2r or. ENO or 16' at 0. F. �' Dec 13,2006 1 PERdE= BLOCX K is RE%m DNR>Eit Mon AT EAbi POST (61' Ot YAx) l Z � Q = 4 INC. { ADOIRONAL ffiACIONG ItE0llitD AS OIDICAIED A801E U!lDER LTIRIER OF ADDED FBEAM (6r RLT. MAX) I ♦ lM Fy q M �.; c� ` ' r FEDERAL MANUFACFUNED HOME CONSTRUCODN YID SAFETY STANDARDS 51 a ►fit CUA LS Rae OW REauam eLO= LOWI rs ADDED F-BEAII AT P08CH/ExiUM WALL' MAY UIF U �l 91 FROM UN HOUSE R-BEAY.; �'G, 0 P..10P y Wj` �� 6 � ��,C�'� N071C� s= m•. vY: OATC Kv. LETTER: JACOBSEN HOMES 'DIM TM�00 AM R.R. 11-28•-66 aropMAE, rporMcrAA14 AN CONFMIAL DRAVM TITLE- ADDIIN3N USSED P.O, BSOX 36E 1 X IX YA1F1ifALS ARE FWAOM TO 1K � PORCH ERLMING SAFETY HARBOR. FLORIDA 34695 MMU FOR SVIC R 000 AM 967 K DRAW N ABER: PHONE (813) 726-1138 ; UK COMM AM =0 EASE 9MOM SU-01-0007 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 10119At0' .E, DOF�`♦�i John C. Do en, PE *: 454 p 4 15133 CR Goshen, IN 46528 vo ; a Phone: (574) 825-7660a % STATE pF ; "cj/R 13 i ATTACHMENT TO HOST BEAM I a ATTACHMENT MAY BE FLUSH WITH HOUSE —� { a HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTRUCTION-) STRUCTURE ATTACHMENT INSTALLED ON —SITE BY OTHERS —AND MUST MEET LOCAL CODES I I I a PERIMETER BLOCKING ON —SITE 48' O.C. MAX. a DESIGN MEETS FBC AND ASCE FOR 14OMPH (3 SEC. GUSTS) ALSO MEEn NANDZONE - III EXP. B LOADING FOR PPR.TIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 20 P7 ROOF 10 PSF D.L. ' �I Rff. CALCS NDS01 d APP i.l `l f, DAPIA APPROVAL 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: �i `�ii=l��; . _�i .'�, APPROVED BY 20' WIDE MAX AM ZONE 2 OR 12-NM EXP. B SITES, � : -%' -%'• LON 16' WIDE MAX NAND ZONE 3 OR 140UPH EXP. 8 SINES ;' '^ f +:3�.�i Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -[OWNS IS - _ N 2450j WINO ZONE 2, 29601 WIND ZONE 3 I' `� C. t)F FEDERAL MMUFACTURED HOME 3. WALL FRAMING IS 2 X 6 SPF 13 I O.C. �, s3 �r . Q` ft ♦ CONSTRUCTION AND SAFETY STANDARDS 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE �`'S OF:'a`r�`��ir,�` NOTICE^ ot� S t Y. D.M.T. DArr: 01-10-07 REV IETiER JACOBSEN HOMES, THE SKOWA MIS AND DRaNnl W 11 MIMI. PROPRIETARY, AND COFTOEIITIAI ORAYNIG TIRf: P.a eox s6a °A1MMS Ci dACCERN MA!'M�fAC1URM ATT. TO HOST BEAM W. 9" YAR1•Ms ARE PRQVWD t0 TH[ SAFETY HARBOR. FLORIDA 34695 Kcr9 It RN gqm FLMP S AND JW N DRATANG NUMBER - PHONE (727) 726-1138 . KK CMNWDML Am gaCT M&A 00*X SU-01-OMB 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE BLOCKING SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER MAIN I -BEAM BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI-WDE HOME IN SAME MANNER MAIN I -BEAM HEADER 7 AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM _ MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT -THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑❑❑❑ JAC O BS EN HOMES NOVICE: THESE sPECIFlCATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 10-10-08 DRAWING TITLE: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL �Elt]E]El P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEW S ARE PROVIDED TO THE TEMP. BLOCKING DRAWING NUMBER: SU-01-0009 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MIST BE WT Omfoom AID SECRET FROM OTHERS 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" VIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 1 42' 1 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LEIS. 1 2667 LBS. 1 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT W10THS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE 4" TYP 7" OR s" REQUIREMENTS _ ... T TYP 3MAX x T ( TYp) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST " CONCRETE FOOTING 16" MIN. EACH SIDE 4 x 8 x 8 SOLID 6 X 7 X 8 SOLID FOOTING' CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 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. WE CALCS. C WA- - p f at S. G2 !/ �q�umttrrrurrr NOTES' ' EN V // F`! ''-•,� DAPIA APPROVAL' 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �•�``vp.•G;9TER • �'�� No. �O '•, APPROVED BY SPACINGS. 910334 •: 2 START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END —e— OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN 1HE CHART * - IN[IINC.3. ABOVE FOR FULL LENGTH OF HOME �O �, STATE OF SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS •�'!N p► •' FEDERAL MANUFACTUREO HOME AT MATING LINE OF MULTIPLE WOE HOMES. 4. �� '/SAS CONSTRLICTI AROS SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. JACOBSEN HOMES x Tc • THESE SPEOFlCAIiINS AN oRATm ARE AWN BY: M.T. PATE 2-8-99 REV. LETTER HE P.O. BOX 368 ORIGINAL PROPRIETARY. AHO CCNMUMAL MATERIALS OF JACODSEN MANUFACTURWC Orc. SUCH MATETatALS ARE FRONDED TO THE DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 FMCIRENT FOR 5?E= K WO0 IUD UST BE DRAWING NUMBER N PHONE (727) 726-1138 RPT COHEIDET(IMLARD SEW fl= OMM SU-01-0020 17 0 c No (E x r x tr M4 m4mETE VAW (ND WAR DR out mom V eta•. ATp 4�•CAY )A�xElt �x ,SEE PIER a _ I � 4 TIOCK A tmx� TREAIED WF0 (SEE DOTE fi) OABO% I x 8• x 16• CELLED Uigjmy mumm ••L�O�, a 1PTM+ cEus VEIIIICALSINGLE STACK BLOCK PIER ! (Pm, -VAR To AN tE 45484 • v A &ODD LBS CAPACITY -SEE kO0 A sTAT'Fe':.F •sir 4�N S< OR '0JVAV ®'e�®e®® CAY RE PIER CAM tTH OOIj(2Eil TRAI DO( �$ 2 m ma 4om 8• x 8'16OK4 ,, OTH, MLS FT CAL DOUBLE STACK BLOCK PIER 14000 CBS, CAPACITY (SEE kOTE d A 12) u' x 1r x le HDLLO* C01=TE E LOCK IS SHoyyN, FAL OFFSEIS THE TOP 10 THE BOif or K Pe 40T non If'. r x Ir x fir HOLLO# CONCRETE &OW ARE SH* HMOTAL OFFSETS FRW THE TOP TO THE 1101TOY OF THE FAR 0 40T Emu 11t. FLOOR WIDTH MAX. I MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 1 48" 0.c. 72" O.C. 96" 0.c. 120" 0.c. 144. *DE FLOOR 12428 LBS. 3488 LB& 4548 LOS. 5608 LBS. 16W *IDE FLOOR ` 2661 LBS. 3838 LBS. 5014 LOS, 6191 LOS. 184• *DE FLOOR � 2961 LEIS. 4285 LBS. 5615 LBS, 6941 LBS. PIER LOADS INCLUDE NOtEt UNIT WIDTHS INCLUDES A 6' OV (CHECK PIER PAD LOAD CAPACITIES ,1(;HT OF PIER UP TO 2500 - ADD DIFFERENCE *EN PIER WEIGHT IS GREATER ON BOTH' SIDES VAxIIIIUV, RFi rka ON SM BEARING PSF) Im 20 PSF ROOF 10 PSF D.L. 1 g Su-Ot-OW FOR PER SPA. * O+EN le Y 10 PER PADS, BEN US4G W x 16" APPROVED BY PIER PADS OM T CONCRETE TH$Y !ST BE LISTED AND CER TO EXCEED OR BE EQUAL N IM, PIER cAPAOTY. Revised 2. *EN USING PIER PADS THEY VUST BE LISTED At CERWEDI TO EXCEED OR EQUAL 4 PS CAPACITY Oct 17 , 2008 3 START I -BEAM PIER SPACING 24• FROIII EACH END OF DE dHD &i EAC++ I -ow Aw vA+o" IN 7A INC. "ns, FEDERAL MANUFACTURED HOME SQAONG SlI* IN THE CHART ABOVE Fat RU LENGTH OF r7r. CONSTRUCTION AND SAFETY STANDARDS ,L ANY PIER HEIGHTS ABOVE 67r DUST BE DESGO BY A RE OR AROUTECT. S, CAPS �VIIST GE SAME LE4GTH AND #DTH AS THE PIERS 041 THEY REST, 6. HAAPDLATE VA4 I I GAPS, 2 OR 4 i ICI NODAL SOLD COMERM lAY BE USED TO ANY JACOBSEN H0�#EIxorldEt D� B"' o,A, DATEt �-8-99 REV. LETTER: INWsRanck DYARE�D n ' ALT. MAIN BEAU PIERS SAFETY HPARBOR, FLomOA 34695 ' H gEIOES WS71E DR c PHft (727) 726-113B tlpaiEi`�l►p4oKt onols - SU-01-0021 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I —BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING unnnn oI; B,E,M. uni[[ 2-11-99 nw. LuiLn: DRAWING TITLE: MIN. HOME SET HEIGHT ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01 -0022 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 19 1 16" IX 16" PIER FOOTER SPACINGS* p (MIN. 256 SQ.IN) MA+XIMUM I -BEAM PIER SPACING 1 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1�500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" � 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" � 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR,. 26 1/2" � 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS 3556 LEIS 4444 LBS 5333 LEIS 6222 LBS a 18 1/2 X 18 1/2" PIER FOOTER SPACINGS* MIN. 342 1/4 SQ.IN) I MAXIMUM I -BEAM PIER SPACING FLOOR MAXIM I M PIER SPACING (SOIL BEARING CAPACITY) � WIDTH 1000 (PSF) 15�I00 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" p 73" 100" SEE NOTE y4 SEE NOTE g4 SEE NOTE y4 160" WIDE FLOOR*- 42" I66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 158 1/2" 79.1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS, I LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. I3565 NOTE: UNIT WIDTF�3 WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPIdAL PIERS SEE PAGE SU-01-0021 i NOTES: I. PRE PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: ._,-• G :1,, DAPIA APPROVAL: /SEE Crib S G -FABRICATED '•,; C c - r Y - (�� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. PER THE f� j'` APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED AND MEET THE MINIMUM _• _� MANUFACTURERS INSTALLATION INSTRUCTIONS PIER CAPACITIES SHOWN ABOVE. 1 •t! 7r rE co �• hA8 i' c OCT 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ',+� HOMES INSTALLATION INSTRUCTIONS. INC. 4. MAX. PIER SPACING B' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR ," 12' I -BEAMS (24' MAX. FROM ENDS). ,�r-.. FEDERAL MANUFACTURED HOME rmsTRI TI N AND SAFETY STANDARDS I JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 16' k 18 1 2 PIER PAD SPACING / n >)" P.O. BOX 36EI ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE — DRAWING NUMBER: SU-01-0023 ❑ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 I RECtRENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 63 1/2" 100 1/2" SEE NOTE b4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR•• 43" 68" 93" 117 1/2" SEE NOTE p4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LEIS 5495 LBS 6868 LBS" 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2- 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WOE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43 1/2" 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o 0 NOTES: PRE PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENCi APPR 11 •t y�`` - ••; •..... F/ I', � Q• DAPIA APPROVAL: 1. -FABRICATED FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. \5TEq` •�cc, _ t Y 14 • G• t) :,�� l�0 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ; 910334 sAPPROVED ". 13Y MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Tt -o �.,r-1^xT� HOMES INSTALLATION INSTRUCTIONS. 10' FOR UNITS WITH 10' OR •,. Ae ' ' : a INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / tides ., .•a 12' I -BEAMS (24' MAX. FROM ENDS). 4 '` EDERA LMANUFACTUREDHONIE .' c • an i JACOBSEN HOMES NOTICE: + ++t+ THESE SPECIFICATIONS AND DRAWINGS ARE +B BY: M D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 18" X 22" do 20" PIER PAD SPACING Rd P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE — DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECINENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 21 tl 17 3/16" IX 25 3/16" PIER FOOTER SPACINGS* (MIN. •432 7/8 SQ.IN) I MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 11500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" V 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 59 1/2" I 93 112" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 54" V 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" I 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. q q I 24" X 24" PIER FOOTER SPACINGS* MIN. 576 SQ.IN) I MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 74" I 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 65" I 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS I6000 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•`��;•; i!r;lYYib011lr✓'S/0 NOTES: G 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV :. !`� � 4 i`N` V4. "•G��'=t �/ ^ ' �= ',% ti DAPIA APPROVAL: S C��LS �� f FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ¢� No. p3 ` (4� 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PEIR THE 910334 = PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �•em - PIER CAPACITIES SHOWN ABOVE. �, '� •• �y�1�Ar� i' vKEDERALMIANUFACTU n Dt+T 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS.���•, 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR �� •• INC. s 12" I -BEAMS (24' MAX. FROM ENDS). V DHOMENOTICE: DD�O JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. 09- 22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING 1 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL PROPRIETARY. AND CONFIDENRAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROY11 0 TO THE REGIMENT FOR SPECIFIC PURPOSES AND MUST BE NUMBER: PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING SU-01-0025 22 23 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 113 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR- 87 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184' WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM, FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (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. C\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in LID 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in C\l MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 664t Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. m 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 1 6175IDS 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq, in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. YN MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs 1 AL NOTES: 01 SEE DETAIL 'B'. PACE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. Q2 SEE NOTES: (2). 0 , AND ® UNDER TABLE I, PACE SU-01-0040. Q3 FOR ALL UNIT VADTHS, USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/in PIER FOOTER UNDER SIDEWALL OPENINGS (MIN. 1000 PSF SOIL BEARING REO'D) ® FOR PROPER LOAD SPANS, SEE SU-W-0001. ('LOAD SPANS' ARE CLEARSPANS: PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) 05 CHECX MATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. CALCS. ITn 910334 -o' —?'&TE OF r's� NDZONE III 10 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY INPINC. FEDERAL MANUFACTURED HOME CONSTRUC110N AND SAFETY STANOAROS MAR 0 1 1999 JAC 0 B S E N H 0 ME S NOTCE:FE=THESE SPEgnCATIONSEANO DRAIYNGS ,ARE T pR�411�`BY: B.E.M. uATE. 2-6-99 RIEVLETTER: BOX 368 ORIGINAL. PROPPtlETARY, AND CONFIDENTIAL MATERIALS OF KMBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART0001-3 n W- SUCH MATERIALS ARE PROHDED TO THE FOR MARR. WALL OPENINGS /� MP.O. SAFETY HARBOR, FLORIDA 34695 RECRENT fTR SP= PURPOSES AND wsT BE DRAWING NUMBER PHONE (727) 726-I138 KEPT CONRDENTIAL AND SECRET FROM 07FM SU_01_0030 25 I A M + TABLE I (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM (1) (55) PIER SPACINGd SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH MEND AND 8'-0" ON CENTER MAXIMUM (MINIMUM PIER CAPACITY 4548#) 1000 1500 2000 655 437 327 2500 262 4'-0" MAXIMUM FROM EACH END AND 10'-0" ON CENTER MAXIMUM (MINIMUM PIER CAPACITY 5608#) 1000 1500 2000 808 538 404 I 2500 323 13'- 4"- WIDE WIDTH MAXIMUM n (5� PIER SPACING I i SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 501411#) 2000 358 i 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191 i) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM �5 PIER SPACING I SOIL BEARING PSF CAPACITY OZ © 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 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#)' 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: REF. CALCS. Glvfl-Qi'�,41— 95-1OL t�1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 90% COMPACTION FOR ALL. ENGINE DVAST� bi, DAPIA APPROVAL 03 ALL FOOTERS TO BE BELOW FROST LINE.=``GQ�yG STEq'Fl�''�''•� APPROVED BY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM No. •': SQUARE INCHES REQUIRED. 910334 g OS ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3' * IN 1INC. OVERHANG ON EACH SIDE MAXIMUM. �1F .. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON -� �'•, TAT w FEDERAL MANUFACTURED HOME YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR ;� •,//fV A CONSTRUCTION AND SAFETY STANDARDS SOIL TO DETERMINE THE VALUE. I , MAR 0 1 1999 ., JACOBSEN HOMES NOTICE: ��iI# THESE SPECM1cAnans AND aurora ARE i M.T. DATE 2-8-99 REV. LETTER: P.O. BOX 368 ORICINAL, PROPRIETARY, AND COIFIOENTIAL MATERIALS OF KCOSSEN MANUFACTURING W- SUCH MATERIALS ARE PROVIDED TO THE n A DRAWING TITLE: PIER FOOTER SPECS CHART SAFETY HARBOR. FLORIDA 34695 RECFlRN FOR SFECFIC FtMPOSES AID WST BE DRAWING NUMBER PHONE (727) 726-1138 WT CONRDENRAL AND SECRET FROM OTHM SU-01-0040 tL MOBILE HOME SET - DIM. 'A' DIM. 'B' ll�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 W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑•❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE' COLUMN SUPPORT SPANS _ ❑„❑ P.O. BOX 366 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138. KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0OO1 27 V SET UP NOTES (CLOSE UP) 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. 9 THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS' OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPRIOX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) I BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). JAFTER 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. i AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM NTH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALLI OR FLOOR FRAMING. i (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES NOTICE: THSPEUgCATIONS AND DRAVANGS ARE ESE DRAWN BY: M.T. DATE 12-22-94 REV. LETTER: DRAWING TITLE SET UP NOTES 368 MMAL. PROPRIETARY. AND CWDENVAL MATERIALS OF JAMAN MANUFACTURING P.O. BOX SAFETY HARBOR, FLORIDA 34695 MLC SUCH MATERIALS ARE PROVIDED W THE AEF W FOR SPM PUiPM AND WM BE AND SECRET RM OTHM M-12-M DRAWING NUMBER: SU-05-0001 PHONE (727) 726-1138 WT CDNFlJDITIAL 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER Ab.` I MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I I I I AIIV � I ppn � "IIII� Ilp. dill I .um. ^Ipp. �ryro ,am I yAp .Ilry. I 'App •l 4111. -0IlP +IIIP Illny .Ipp. / •uu. ,qlr. �lyl� � mIM �uup ilq i i i — 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. — COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: LIDO[] P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURINGSAFETY HARBOR, FLORIDA 34695INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 . KEPT CONFIDENTIAL AM SECRET FROM OTHERS. SU-05-0010 29 FIBERGLASS SHINGLES METAL DRIP EDGE .•Ian � / all1. SHINGLE INSTALLATION ROOF SHEATHING (TYP.) r SHINGLE UNDERLAYMENT All, aalV. alas. •aw,. 411,. gall• allllr +llin allin � 'ally TYPICAL ROOF TRUSSES 16" ON CENTER 1T0 �rl /2 ^ 3,. TO 1 1 /2" -I Ln o SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVEN -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OFJOVER-DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING (CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN.13/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FA TENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. 1/2" TO 3 1/2„ TO 1 _1 /2" W Fo FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. 00:0 JACOBSEN HOMES ❑„❑ P.O. BOX 368, 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER, 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAHTNGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REGPIENT FOR SPECIFIC PURPOSES AND,MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENRAL AND SECRET FROU'OTHERS SU-05-0020 31 SITE INST D EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR ,LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME.I 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 G�. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT] WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. I ENCLOSED WITH THE EXTERIOR SIDING I MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑I P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HONER(2)OR. FLORIDA 384695 � ENNT IDDMALa�pSEC05Es� v EBE DRAWING NUMBER: SU-05-0030 (09-30-08 ) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑ Ell ■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑��❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑ ❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIRC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-05-0031 33 W A tic 5yy APPROVED BY lNflINC. �� o� rfi►:I..ni.lYj.r It-��� f �, ►� - �s �t�p Its •'G��+L.. f i 00 000. 1To�i(U>n 1�.1 TH - f t msE'ar I fo C xYI L k 111. --Z,-.4g 2 mt;,.3_ h�.� s nt�s �•v. i`ri°G'vtNYl� StflruG; lNsrXL.l�Pc*1 vim. ►.lo. �-t.I., r-6 IN APPROVED BY 0 N Jul 1 3 1M �„mm INC xj�Rio� Fl u- ��==n-rHjj 6;f _ lt�l�i f�LL�T10lJ _ C_►wvERyi�:r. �v►.�) -2& -,Pr 4TOEX, 1 (",OLD _ cml TO n I V Gv4X-Yi L"X 2Yi" `��`P�5 to1a � -Jr. 3-7/e40..G.OR I%fx- X-yr&kxIM � � 4 'COL ��fp ��- k�Kl�M•1D vP-Fz f �C.�- mj prS Ep I V; � L- �- ICo"O.G.ItAv, UI7�CHItiI•) K % ZOUC 2 bND .3 . 5U -OS,.0031 yc��: rtfs �•,� Tt•�'NoNYL StD(1� INSTPLL.mPOrL vw&.. ► Io- L(}A-L-L 1 i 1 MOBILE HOME SET-UP w 1 �I SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNINGOF 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 ICLEARANCE 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)I- SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - 4NSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG 'AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") I -- I I .I DETAIL "B" i I I DETAIL "A" 1 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION �Et P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC.SUCH MATERIALS ARE PROVDED TO THE DRAWING NUMBER: SU-05-0034 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 1 36 MOBILE HOME SET-UP TI wN THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE 111). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT, ANCHORING EOUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION STEELAT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON O NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC' COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR '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 MOBLE HOME ON L USE VERTICALLY TOT. THE CAPACITYLREQUI EDSFORETHESIRED. THE STRAPPING BEINGRATT ATBE TACHED. APPROVED SA NOT APPOLI DO TO TIE -DOWNS NT PRETENSION TALTERNA LTY ON OPPOSITE RAPS ON ONE SSIDES. THEIDE OF EHOME E M YL BE Y. I PULLED N OFF THE SUPPORTS. t 6-6-94 SU-07- 0001 37 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:— CONDUIT DROP FROM HOME — EXTEND 1 /2" MINIMUM — 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT' NEUTRAL GROUND 150 2 NO. 1 I NO. 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP ❑❑❑❑ ❑❑.❑ ❑ Ell ❑❑❑❑ JACOBSEN HOMES P.O.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 SAFETY PHONE (813) 726-1138 NOTICE: THESE sPEaFICAnaNs AM ORAMINGS ARE ORGINAL, PROMETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCN MATERIALS ARE PROVM TO THE REOPENT FOR SPE�1C PIAOSES AM MUST BE KEPT 0XIDFNTIAL AND SEORET FROM OTHERS DRAIN BY: B.C.K. DATE 03-30-12 REV. LETTER: u DRAWING TITLE SET-UP/ELECTRICAL DRAPING NUMBER: SU-09-0001 39 ELECTRICAL CROSS —OVER & TESTING PROCEDURES —MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) `ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE' DETERMING INCORRECT WIRING VARIOUS CONFIGURATIONS (POLAF (INCLUDING OUTSIDE FIXTURES ENSURE ALL CONNECTIONS HA USED AS AN ALTERNATE TES_ HOT IN BASE OF SOCKET TO GROI CANOPY (LIGHT MUST NOT LIC FAILURE AT NOTE: ALL GROUND LEADS ARE SECURED ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR 'ITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO VE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE _� METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: 1iNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE HT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. ANY FIXTURE REQUIRES REPAIR AND RETEST. (ALL REQUIRED NOTES: V a 1. ALL ELECTRICAL WIRING CONNE JUNCTION BOX(S) IN COMPLIAN' 2. WIRING IN LISTED JUNCTION BO THE JUNCTION BOX(S) PER N.E 3. WIRING TO BE PROTECTED AND WITH WIRE PROTECTOR PLATES AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) ONS TO BE MADE INSIDE LISTED WITH N.E.C. — 2005 ((S) NOT TO EXCEED CAPACITY OF C. — 2005. SECURED AT MARRIAGE WALL JOISTS NCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING PTO 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. ❑❑❑❑ NElEtEl JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTio THESE SPECIFICARONS AND DRAVANGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECEIC PUNS AND MUST BE KEPT CONEMIIAL AND SECRET FROM OTHERS DRAWN BY: D.M.T. DAIS 05-25-06 REV. LETTER: %1 (`/ (09-29-08) DRAWING TITLE: ELECTRICAL CROSS —OVER DRAWING NUMBER: SU-09-0010 40 WIRE FROM TO GROUNDI #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE- PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER J"J L APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE' OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. NOTICE: DRAWN BY: DATE: REV. LEI ILK: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF MATERIALS A MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS AREE PROVIDED TO THE TYPICAL ELECTRICAL. GROUND SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 r II e EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS I 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 I r o' EXTERIOR ELECTRICAL BOX I I - r BARE (GROUND) WIRING ^ FROM FIXTURE AND BOX 4 TWISTED TOGETHER AND SECURED WITH WIRE NUT r r r Y EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) i 1 Id I S 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 INN 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 O� 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 SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN )NC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 �iECIPIENT FOR SPEGFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 MOBILE HOME. SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT-OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT" AND CONNECT. THE "QUICK -DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL PROPRIETARY, AND CONRDENIIAL MAT❑„❑ P.O. BOX 368 INC. SUCH OF JACOMATERIALS SENAREPROVIDE MANUFACTURING INC. SUai YAIFAUIIS ARE PROVIDED TO THE ❑❑❑❑ SAFE HONER( 27) 726-1138495 EPPcaNFMn RM OM 43 DRAW BY: D.M.T. NUMBER 3-22-95 REV. LEM: k GAS TEST A SU-11-0001 (09-29-08) 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 MAYI 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 FROI M 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 OBSERVEITHE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. I 2. INTRODUCE WATER TO SYSTEM Al SINK, SHOWE� OR TUB, DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICAnONS NOTICANE:D DRANINGS ARE DRAWN BY D.M,T. I DAIS: 09-29-08 REV. LETTER: ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE :- P.O. P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TD THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 REWIENT FCR SPEOFIC R AFM AND MIST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AM SECRET FROM OHM SU-11-0002 111E.—ri MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING �Dr== 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. paDIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY _ MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS p. = 1 1/2" DROP O. = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL unMnry or S.A. uh¢. 6-6-94 n[r. Lui[n. DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS DRAWNNG NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEORC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0010 45 MOBILE HOME SET-UP 2" WET VENT WITH 'NOT MORE THAN UNVENTED 0) FIXTURE DRAIN W.C. DROP i 2" i i i / � 2" ALT. VENTED W.C. YDROP `-INDICATES BOTTOM 3 / 3" OF HOME I 1' 1/2" DRY VENT (SEE ALT. FOR UNVENTED OPT. WET VENT 0 i ,CONNECTION) D W.C. DROP i 1 1/2" 3" i i O I 3" 3" y MINIMUM SLOPE 1/8" PER FT. / 1I WITH CLEAN -OUT 1/4" PER FT. WITHOUT CLEAN -OUT 3" TO ON SITE DRAIN CONNECTION i ,,,,­-3/4" THREADED INLET FRESH WATER INLET FOR SINGLE WIDES AND MULTI- NOTE. THE TWO EXAMPLES SHOWN ARE WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT MAY HAVE A COMBINATION OF BOTH OFITHE EXAMPLES SHI WN. TYPICAL FRESH W/ 1 1/2' TYPICAL 2" DROP f7� O TYPICAL O 1 1/2" DROP i i i i 1 1/2" f- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BENO-LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) IECTIONS 3/4" DROP FF WATER HEATI SECTION 3/4" TEE AND 3/4" THREADED INLET - FIELD INSTALLED FRESH WATER INLET FOR MULTI-WIDES WITH PLUMBING IN MORE THAN ONE SECTION 14" DROP 3/4" ELL (FIELD INSTALLED) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAIN SET-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS, DRAWING NUMBER: q SU-1 1-0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER N'u" vnvoa Vu" E DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED .AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: AND DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND ORAYANGS ARE C.L.Y. 10-23-95 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: n P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER /!->,, ❑„❑ INC. SUCH MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0020 47 MOBILE HOME SET—UP 6. A.C. CONNECTIONS , JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND, RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER- "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER', DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. ICAL RETURN AIR DROP TYPICAL — SUPPLY DROP TYPICAL SUPPLY DROP REDUCER "r FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY d 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) NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER ITHE 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. ❑❑❑❑ 0;;0 ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368OUBLE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: ITNESE SPECIFICA110NS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC.MCSUCH MATFRIAIS ARE FRONDED TO THE RECAINF FOR SPECIFIC PURP O AND MUST BE IIPT CONFIOEMIAL AND SECRET FROM OTNERS. DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: (09-30-08) DRAWING TITLE: WIDE A.C. CONNECTIONS DRAWING NUMBER: SU—) 3-0001 I 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** ��1� pl pl CONNECTING 0 ' 0 Fitting or Coupling Bond Clamp L _ 3" Duct MIN. CONNECTING OR SPLICING NOW) CONNECTING SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH -OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ►► PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAW7NCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: U101101:1 P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0010 49 ELECTRIC CLOTHES DRYER VENTING 1 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. I n n SITE INSTALLED E MUST BE META FLEX OR RIGID NOTES: SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID f VENT CAP f VENT CAP ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFlDENTIAL MATERIALS OF MANUFACTURING DRAWING TITLE: n ❑„❑ P.O. BOX 368 ARESEN INC. SUCH MATERIALS ARE PROVIDED TO THE MATERJACOIALS ELECT. CLOTHES DRYER VENTING //-�\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT,CONFlDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN - Ir' PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"vO.C.vMAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. n (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ ❑❑■❑ 0„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND oRAMINGs ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN,MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RETpIENT FOR SPECIFIC PuRPm AND M1Sf BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: M.T. DATE 03-08-07 REV LETTER: I--� I J ILJ� DRAWING TITLE: W/H PAN DRAIN DRAWING NUMBER: SU-15-0003 51 IMPORTANT - BEFORE R MUST NOT TERMINATE INSIDE HUMIDITY IN THE HOME, HOMES WITH A DOWN DR THROUGH THE FLOOR, THE RE 1. LOCATE DUCT DROP FROM If 2. CHECK DUCT PROVIDED FOR DROP FROM RANGE IN AC 3. SECURE THE VENT CAP TOE 4. SECURE THE END OF THE D WITH CLAMPS OR SCREWS 5. STRAP THE DUCT TO THE U IN CONTACT WITH THE GR 6. SEAL THE OPENINGS AROUN DUCT TAPE, AND THE B0- DOWN DRAFT RANGE VENTING 'E IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT E SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE IING DUCT IS SENT WITH .THE HOME AND MUSTC,.BE INSTALLED ON SITE. 'ANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT CORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. DWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME AI NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. VDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR )M 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. h RANGE NOTE: DROP LOCATED IRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAXINCS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: ❑MF❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES MO MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-15-0002 52 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING "I 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 CHECKEDJO BE SURE THEY ARE WELL INSULATED AND COVERED.. 1 NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAF 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONL 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FC AREA IN FLOOR. 1ND WILL HAVE 1 OR 2 ROWS OF TAPE TAPE OVER THE CUT OR DAMAGED AREA. WITH TAPE REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE sPEaFlcenoNs AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 10-31—01 REV. LETTER: MATERIALS OF JAACCOBSEN MANUUF CTURING AND CONFIDENTIAL DRAWING TITLE BOTTOM BOARD P—TRAP ACCESS HElt-1110 P.O. BOX 368 INC. SUCH MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECAENT FOR SUM PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0010 (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD' I`-- DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. Q 1 PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) 1 SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW 0❑O JACOBSEN HOMES NOTICE THESE SPEGIF1CAl10N5 AND DRAVANGS ARE DRAWN BY: C.L.Y. DATE: 3-21-95 REV. lET1ER ORIGINAL, PROPRIETARY, AND CONMENTWL MATERIALS OF JACOM MANUFACTURING DRAWING TI T�R HANDLER CROSS -OVER \OF P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ING. SUCH MATERIALS ARE PRONGED TO THE REOPENT FOR SPECFIC PURPOSE4 5 AM MAT BE DRAWING NUMBER PHONE (813) 726-1138 IDPT COfiMTL4L AND SECRET FROM OTHERS SU-AC-0100 55 NOTES 56