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HomeMy WebLinkAboutSET-UP MANUALiiJ n ' L b • :J *i I� tr":3:. b: .. insD SET-UP MANUAiLO 2 9 2017 Public Works St, Lucie county, EL JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 7264138 NOTICE These specifications and drawing are original, proprietary, and confi I I erials of Jacobsen Manufacturing, Inc. Such materials are provided to the re purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT'ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", 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/A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JAC O BS EN HOMES NO S AN TN6E SPECIFICATIONS AND DiU1WNGS ARE DRAWN BY: O.A. DATE 11-21-06 REV. LETTER: ❑❑■❑ ORIGINAL PROPRIETARY. AND CONFIDENTIAL ISUCH OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET—UP ❑„❑ P.O. BOX 368 THE INC.NG �� �� ARE PROD To THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REMW FOR SUM M ROM AND M15F BEDRAWNG ID:PT CWMB RAL AND SECRET FROII 01IM NUMBER: SU-01 —0001 (10-08-08) 1 ss NO FRAME WOOD MFD LUSMR (SEE NN /E i11) PER CAPPED VITTH SOLID C IE BLOCK (I@L r THICK) If X Ir X 1C CELLED MASONRY BLCCNS--,,, IM OPEN CELLS VERTICAL SEE TABLE I FOR PER FOOTE S M AND SPACING SPECIFICATIONS (PAGE 11) (SEE S1�4A FOR 16 X 16 PIfCIIST PER PAD SPACING) SEE NOTE f4-- M OVE ALL ORGANC MATERAL' AND PLACE PAD ON STABLE SOIL BELOW FROST LIE PER LOCAL CODE REO ffam T E-DOWN STRAPS ATTADW-\ TO RMM BEAM COLMS S ON EACH SECTION TO EE CONNECTED TO A DODHIE HEADED ANCHOR SEE NOTE j4 - DONJHLE HEADED SEE NOTE /3 SEE NOTE 12J DETAIL 'B' JACOBSEN HOMES P.O. BOX 366 SAFETY HARBOR. FLORIDA 34685 PHONE (727) 726-1138 SEE NOTE /2 g (SON VAiIFS IBTH MAX. AILOWABL.E SOIL BEA DIG) 1 � LINN PIER CAPPED VM SOLID CONCRETE mm PLC imm V X V X IV CB1fD MASONRY BLOCKS VAIN OPEN CELLS VERTICAL AEE NOTE #I FOR MAX ND DETALL ABDAJ PIER 109H15 SEE TABLE FOR PER F007ER SING AND SPACING SPECIFICATIONS (PAGE 10) RWX ALL ORGAIOC MATERIAL Alm PIACE PAD ON STARE SOIL BELOW FROSILDNE PER LOCAL. CODE REOUIIIFIIDNT3 E NONE J2 VARIES WTH MAX E SM BE M%%0 O o ®8 spp ENSF No 46484 TATE OF o ° A_ S m "AE PR01 m TO TIE AW 00 RN MISS MKIMMAIMMIF 2 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) L MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS S. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. I•. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON OTHER 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.) i. MINIMUM PIER PAD THICKNESS: A. a 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.) B. PIERS SUPPORTING THE I -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 PWMBING, 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 1" IN THICKNESS. APPROVED BY Revised Dec17,2008 m m INC. FEDERAL MANUFACTURED HOME b CONSTRUCTION AND SAFETY STANDARDS O.A HATE 09-07-93 REV LETTM DETAILS 'A° & °B° A SU-01-0001.1 (12-15-08) W):1' fyy-•-,-- 77 , 'c Ftdfnl Manub",,=d CS home r•,), ...717ct:on 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 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -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 tTl 2. 4. 5. 6. i Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see detail above). The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 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. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 Refer to other details for pier and pad sizing requirements. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. Cj -" T ER�'�1,� No. PE10505134 STATE OF ; 41� /q sS%NAL rtt o�`§ 15/6/2014 1 3 SU-01-0001.2 �•" :'cz".1 �it1:'E:t� `-.r N.J ` 1a.ALj mass' �r� h�u i'.•.'rlt7Ui2CGtI"ed Jacobsen Homes Footing Capacities B In. x 16 in. (single stack) pier 16 in. x 16 In. (double stack) pier Unreinforced Unreinforced Soil Bearing Minimum Minimum Capacitity Footing oo Fting t Maximum Footing cast -In -place Maximum Footing cast -in -place (ps1) Sire (in.) Area (in. ) Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20.20 400 2,600 6 2,600 6 a � O. 24 x 24 I 576 3,700 6 3,700 6 O O 30 x 30 I 900 5,600 8 5,800 6 O eq 36 x 36 I 1,296 7,900 30 8,100 8 42 x 42 1,764 10,700 Note 4 10 10,700 30 49.48 2,304 13,100 not.4 12 13,600 30 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 v- a 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 rote 4 10 8,900 8 N s-1 36.36 1.296 12.400 Not• 4 30 12,600 8 42 x 42 1,764 16,500 ote 4 12 16,800 Note 4 10 48 x 48 2.304 21,200 Nate 4 14 21,600 note . 12 16 x 16 256 3.400 6 3,400 6 r„ 20 x 20 I 400 5,300 6 5,300 6 to f1 O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 I 900 11,700 note 4 10 12,900 8 tV 36 x 36 I 1,296 16,700 o e 4 15 16,900 not„ 4 10 42 x 42 I 1,764 21,700 . ot. 4 18 22,700 x.t. a 12 16 x 16 I 256 4,300 6 4,300 6 fl. 20 x 20 I 400 6,700 6 6,700 6 O ' O 24 x 24 I 576 9,600 .te 4 8 9,700 6 N 30 x30E9o. 14,800 N.te4 10 15,000 8 36 x36 20,700 xm.4 12 21,400 x.t.4 _ 30 16 x 16 5,200 6 5,200 6 •�„t� Q 20x20 8,100 vom4 8 8,100 6 24 x 24 11,50o Not. 4 10 11,700 18,300 B 30 x 30 I 17,8(q ot• 12 " 36 x 36 I 1,296 25,400 NO. 4 14 25,900 Nnt• 4 10 s4- 16 x 16 I 256 7,000 6 7,000 6 20 x 20 I 400 10,800 NO, 4 8 10,900 6 O 15,600 8 ' 24 x 24 I 576 N 15,500 m. 4 10 r,11 a j30x30 900 23,300 note4 12 24,200 au4 10 1. The footing sites show) are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other ronfigurahons, such a1 rectangular or circular configurat'ons, can be used, provided the area and depth is equal or greater than the area and depth of the squa ie 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 (a ling. 2. The 6 in. cast -in -place alues can be used for 4 in. uni emforced precast concrete footings. 3. t he capacity values list d have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers m st not exceed their design capacity of 8,000 lbs. for 8 in. x 16 in. single stack block and 16,000lbs. for 16 in. x 16 in. double stack block. 5. A registered profession I engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block pi rs shown in Footnote 4. 6. On the frame (I-beam) a single stack block pier shall net exceed 36' high (see footnote 4 for maxnmmn cap-tyl and a dounle stack block Pier with interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the •hating line a single slack block pier sha-1 not exceed 54" in height (see footnote 4 for maximum capacity) Any piers thot exceed the •tieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. Poured (cast -in -place) o`I precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in arcerdance with the p14 manufacturer's instructions and must be certified for use in the sod classification at the site, listed and labled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENC 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH 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 NOTICE: THESE SPEcIFICATIONS AND DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX 368 DRAIMNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP n ❑„❑ INC. SUCH MATERIALS ARE MVIDED TO THE 2 ❑❑❑❑ SAFETY SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 R ZUT FOR SKCM NFfM AID MUST BE KEPT =11) MRET AL AI® SEUFROM OTHERS DRAWING NUMBER: SU-OI -000Z 09-30-08 ( ) A SEE NOTE #7 SEE ENNOTE #6 I (2) (1) 3 NOTE #3 SEE 4 2 1 NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 IN U I t 5 #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS V-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 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. NOTICE: DRAWN BY: DATE: REV. LETTER: :E=0 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: „❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THETRIPLE WIDE BLOCKINGSAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 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WIN JI &M= IU NDUUMV NI SI 9NIAMW GIRU 11M1H3d OAMU 'L0OV (APPLICABLE TO ALL COTTAGES WTH 18e FLOOR ODTHS-SEE FL-01-0009.2) ON SITE PERIMETER 16 X 16 PIER PAD 17 X 25 PIER PAD MIN, BLOCKING O.C. SPACING l000 Psr SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE MALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1 1778# 2667# 2950# eee � i'' �t3`'se 4a� a %G S�`•°•,dam • • No 454 i� 0 • � • o 1p1 O a. s �® a• STA E OF A ALL y�I ALL EXPOSURESNDZ01�5 2D PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY INMay 07,2009 r�l INC. FEDERAL W HUFACWRED HOME CONSMCNON AND SACET/ STANDARDS F, trOnd4 REV, LETTER: JACOB6�EN HOIufE �rarcl RA �.T, DATE-. o3-oz-09 Z PRaoRETbn�N�AllP,O, 90x 360 �„' � ua.p DD. PER, BLOCKING REQtAREfIIENTS SAFETY ONEIi)F�ORID 95 T roR ►APT _11�,1I OR c NUVM t�4L nmYOUCK SU-01-0005.1 9 PERIMETER BLOCKING FOR 150" (13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELOR,O COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT A5 NOTED ON SU-01-00051 (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0 '05 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL 010 REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN JACOBSEN HOMES INSTALLATION INSTRUCTIONS. LLJ 'T7 c MAR 19 2014 fx O m I" Federal Manufactured QHome Construction And Safety Standards JACOBSEN HOMES THE I x°ATTcr: SPECIFICTRINS AND DRAWINGS AAE.YOUNG DRAWN B : DATE 11-18-2011 REV. LETTER: ORICIIAL. RiWWARY, AND CONFDDM - DRAWING TIRE Rs P.O. P.O. BOX 368 MC. OF JACCBSEN MANUFACRM SUCH MATERWS ARE PROVW M THE PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REWW IOPT FOR 9]i1C RRPOSES MID I w BE RiDDM AND SECRET FROM OHM DRAWING NUMBER: SU-01-0005, 2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT 6, THE MARRIAGE LINE) A JAC O B S E N HOMES 7HESE SRipFEOATWORS AM MAW= ARE DRAWN BY: M.T. °ATE` 05-20-06 RV. �"�` DRUNAI. PRaPrrI MY, AND CONF1DE71nAI. DRAWING TILE: \I MATMAL9 OF JACOBSEN NANUFACMINO P.O. BOX IV_ SUCH YA7E7EARS ARE PROVIDED 70 7W BLOCKING PIER LABELS SAFETY HARBOR, FLORIDAI 34895 REOPort FOR SUM R FdVSES AM aw DE DRAWING NUNBM PHONE (727) 726-1138 IOPT OONEIDEIJI & AND SEDU FROM ORE M SU-01-0006 (D9-04-12) 11 (THIS 611 IIAX �— SEE IX 11'- IS IN ADDITION TO ROCKING RECIARED N INS tUWUAL) F29 L— J TYP. RECESSED PORCH 61' MAX 2E DETAIL Vs Bt USE DETAIL V MY NO OUTt6OGER 5 ON FLOOR JOIST DIRECTLY LDNER PORCIL POST IT i'l 1' ' a• ►�' ��31 •� ,�1�� • �.•. •� � :,•� • r •r� i .s it u � a - TtP. Pam POST— W. PORCH FLOORING DOUBLE PORCH PERBETFR RAL� TV. TIE-001101 STRAP (SEE OTHER DETAILS) 16' X 16' MIN. PIER PAD cR0S TYP. PORCH POST- TVP. PORCH FLOORING � 640 0.11 MAX. PIER SPACING AT MARRIAGEWALL BOLE DISIAHC� BEINEFJI EDCE of • PIER AND lDCE Li PORpT POST MAY NOT WO DEPTH OF TYR PORCH POST FLOOR JOIST (5[Itn . 51 2' TUX I TYP. mom FLOORING POR� FLOOR JOIST —POROi FLOOR JOIST DOUBLE PORCH PERI1fE1FR RAL -F _ (2) 2 16 PT X iB' MTL BRID(26 Phi O 2I If TIN' BRUITED BETWEEN 2. . 1 FLOOR JOISTS TIP. TIE-DOVN STRAP PORCH FLOOR JOISTS im PIER a' X a' X 167 (SEE OTHER DETAILS) TIP. PIER (a' X a' X 161 IC X IC UK PIER PAD ECTION VIEW Al CROSS SECTION VIEW BI TV. PORCH POST .,.,NOTE: D61ANCE BETIAB EDGE OF TV. PORCH FLOORING 5 FI2� 1 PIER AND EDGE OF PORCH POST FLOOR JOIST PORE FLOOR JOLT MAY NOT EXCEED 51/2' (2 2 X 6 PT X 18 -YA (2) 2 X I PT X 19' WI-1011 �_ STRAP WM BE11rEIIi 2 BRDGED 8!` VEEN 2 SEE OTHER DETAILS) P7ROOR.JOISTS PORCH FlOaR JOKI5 TDINAL VIEW A2 LONGrAUDINAL. VIEW R2 DETAIL 'A' DETAIL ' aa>t E i, ei�sB' `oz , it DAPIA APPROVAL: HOTEg AS G� 'aj;:•,�L r APPROVED BY L AWTIM BLOCt011C REOITiiFD AS M0xG111M ABOVE (USE 16' t6' PIER ,� G ; i PADS ON 1000 PSF SOL CAPACIT4 • 0. 43 s - 2 LAG IE BLOOM URGER PEI611ETER JOIST OR NIHN S 1/i CF ENO of lea:c Dec 13,2006 1 PER6 M EROC M 15 REOOGtEn UNDER I'= AT EACH POST (61' nc VAX) : = INC. !Z �Q 4. AMMDRAL BLOC" AEaM AS INDICATED ABOVE UNDER TER OF ADDED 1-VJM 1 : v F liIto t 0 ; ;Ica FEDERAL RA,lUFACFURO MOTE (64' & VAX) i �+ • �,Q � CONSTRUCTION Mo SAFETY STANDARD s sEE am cams FOR ow REam noom LOCJ►na1S �'� 6. ADDED I -KM AT pORCIN/TXIER10R WALL HAY DIFFER N SE f �OM MAN Hwx �-Km; ��r``tj`�F�`l� �:t�tiys�`•,,4r4r • No;c'm _% •. r: OAT[: REY lET1ETi JACOBSEN HOMES ME% _V%CWrA7IW AM DRAMEW M R.R. 11-28--06 a bomm. rraonaErA AND aFWio WL DRAWM TIRE: AWTIONAL RECESrM P.O, BOX 360 MA1l ULS OF AACOM UWACltX C PORCH BLOCKING _ wt am IIA7F MS AIR MWDM To 1w SAFETY HARBOR. FLORIDA 3�695 AE nWF M TWIG IYd'W US go IE DRArANa NUMBER: PHONE (art) 7i6-1F3e mr oo�noomAt No most rRa oaors StJ-01-0007 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 01itffIf119ej,' . °°Fo�''�. John C. Doeden, PE 45484 15133 CR 22 Goshen, IN 46528 Phone: (574) 825-766a0% STATE OF i . �A, Q` •�/1/*os o ID a 13 ATTACHME14T MAY BE PC WITH HOUSE -� - - - I - HOST BEAM STRUCTURE ATTA DIRECTLY TO FACTORY (THIS IS IN LIEU OF "FOUI STRUCTURE ATTACHMENT INSI BY OTHERS -AND MUST MEET DESIGN MEETS FBC AND A.SCE FOR I EXP. B LOADING FOR PARTIALLY E? NDS01 MENT SECURED STALLED HOST BEAM I WALL CONSTAUCTION") NOTES: 1. HOST BEAU INSTALLATION IS FOR ON -SITE STRUCTURE ATT1 20' WIDE MAX 6W ZONE 2 OR 12-In EXP. B SITES, 16' WIDE MAX. MIND ZONE 3 OR 14OMPH EV. B SITES 2. MIN. BRACKET LOAD CAPAaTY FOR WRIICAL 11E-DOWNS IS 24501 WIND ZONE 2, 29601 WIND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF /3 16' O.C. 4. 48' O.C. PERIMETER BLOCKMG REOLIRED ON HOST BEAM SII JACOBSEN HOMES m-mnP.O. eox 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 . ON -SITE CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. (3 SEC. GUSTS) STRUCTURES REF. PG. 07-0050, 07-0051 NMEN I: S: 5.017 OF HOUSE FG(�, ....... s NOTICE: j�IS= i TE SPECFi1t IONS AND DRARKNGs W 1 I. ORAL. PROPRIETARY. AND CMi10E11DAL DRR ERMAU OF JACOB" VA N/'ACIURN C S M MMAWRAMS ARE FRIOMM-TO TM[ wit ROE WMIC IMRwm Aw MAMSt BE DRA ' COW10IIOAI MN SECW MOM OTNRRS. 14 ALSO MEETS VANNONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY Jan 20,200 a iNC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS D.M.T. I DArM:: 01-10-07 REV 1ETFE1 ATT. TO HOST BEAMEw — SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE PIER SINGLE WIDE UNIT BLOCKING PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER 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 ❑❑❑❑ JACOBSEN HOMES rtOS M THESE SPEgFlGTIONANO DRANINGS ARE DRAWN BY: D.M.T. DATE 10-�O-OS REV. LETfE 10 Ell ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TIRE - ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TEMP. BLOCKING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPORT FOR SPECFIC PURPOSES AND I Iff BE KEPT OMFID K MID SECRET FROM OILERS DRAWING NUMBER: SU-01-0009 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WADE FLOOR 39" 62" 86 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" MADE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE _ REQUIREMENTS 4.,TMP 7" OR 8" 3MAX TYP x T ( TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST00 T CONCRETE FOOTING - 00 T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALLS. (, v A- _ F :r. 61 G S, G 2 �� `,pNuuurq�p, NOTES: EN `21 V 4"-"" '-•� DAPIA APPROVAL�.``�(�Q'.•G\STER•••�! 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER TIONAL PIER FOOTER SIZES AND �� N0, FO % 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 THE CHART ABOVE FOR FULL LENGTH OF HOME * - OF : N114 STATE • INC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS Q;: •��'!N p► `� FEDERAL MANUFACTURED AT MATING LINE OF MULTIPLE WIDE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. �o �i �sts HOME CONSTRUCTI ARDS M JACOBSEN HOMES NL C THESE SPECBICATHxES AN oRArrtE ARE AYM BY: M.T. DATE 2-8-99 REV. tFr>ER \, m P.O. BOX 368 ORIMNAL. PROPRIETARY. WERIALS IC St= MATERALS AND COt FMY'AL OF .P000SEN MAMWACT M ARE PROVIDED TO THE DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 RECPIEAT FM SMX PURPOSES AID MIST BE I�PT CONFFDona mm SEMET FOM ROM DRAWING NUMBER SU-��-O020 17 ( x �' x tr HOLLO� CONGETE �iAsfll (I VORTAR OR !ROUT REO9VA FRO HEId[i , PIER CAPPED .e no AR tmx TRED WW TREAD (SEE NOTE b) 0909{DDDD90 �' x 8r x t6' CELim VA"m BL m ®0 ��,,��..•a FQ e® #TH OPEN CELLS VERTICAL No 45484wp e 0 to �o ;T- z �e fr55 si'AiE r.�T= , /<�/ o ®o �OOp 9�iS �VRE •TAaT 4 x 92E! OA SllliA�tr� RER CAPPED tTH WPM 4' THICK 3 ItP� ImATm UPS (S�i�E��4NO�TE, A 6' z 6'16OPEN CELLS VERTICAL � OTH LK VA CAPACITY-M 16w In COW (SEE NOTE 0 A 12) I 0 Ir x t x le HOLLO* CONCRETE BLOCK IS 9100E HWAqN1AL OFFSETS THE TOP 10 THE BoT OF THE PAR IST 40T EI= fal rf x 1r I le H0LL0# CONCRETE BLONS ARE SH* iAL OFFSETS FROM THE TOP TO THE BOTTW OF THE FI R 0 NOT EMU ilt. FLOOR WIDTH MAX. YAXIMUM I -BEAM PIER SPACING (CONTROLLED BY M LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 BSL 3488 LBSL 4548 L.BS. 5608 LB& 16W *IDE FLOOR 2661 �BS. 3838 LBS. 5014 LOS, 6191 LBS. f8e *DE FLOOR 2961 LBS. 42W LEM 5615 LBS, 6941 LBS. PIER LOADS IryGLWL Willb"l i r1eR ur Fv ZJuIF - nw W1111 9— TI" I yl-•.-" •.... •.� ..- NOTE1 UNIT WDTLiS INCLUDES A 6- OVERHANG ON ODIN' SIDES VAXIVUflfi, REF C a (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL. BEARING PSF) (t 0 C"E III ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 1 U-01-0020 FOR P8 SPACE 00 16o x 16' PIER PA�ps,T U*G le x 16" APPROVED BY PIER PADS OTHER THAN CONCRETE n$YIST BE LISTED AND CER TO ExCEED OR EE EQUAL `M' PIER CAPACITY, �� I Revised M�F � CAM Oct 17,2oos 2. EiI USING PER PARS n+1:Y UST 8E LISTED & CERnFtiD 10 EXaT:EO at E01_k'1'OiF 31 START I-BEAV Rat SPAONG 24'"EACH ENO OF THE H AT EACH i-BEW AND TAMMI FEDERAL MANUFACTURED HOME SPAONG SH0 1 IN TIE CHART A* Fat FIAT LENGTH OF CONSTRUCTION AND SAFETY STANDARDS 4. ANY Pa HT3G}ITS AM 6Y MUST BE DMG" BY A P.E. OR A I TECx 5. CAPS AST BE SA* LENGTH AO #DTH AS THE REM 04 #HtS1��MY REST, 6. HA PSUSED TO LATE ANY =G Ilf GAM 2 OR 4 INCH XCOD SM CONNTE RON VAY aBP O A DAM 2-8-99 REV, LEiiER: JACOBSEN HOMED p'"-S[SI WA AM EGn1LF, ' ' P.o. BOX d68 IF nw ALT. MAIN BEAM PIERS B SAFETY f (727) 7 ID'� 99 .ter �aPsws 4ou s G SU-01-0021 (fo-oa-oe) 18 FINISH GRADE NOTES: MINIMUM HOME SET HEIGHT 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. EE010M JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFlOENTIAL MATERIALS OF RIALSJACOBSENARE MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER; SU-01 -0022 19 16" X 16'I' PIER FOOTER SPACINGS* I(MIN. 256 SQ.IN) MAXIMU� I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1%Z" 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' 1 42 1/2" 58 1/2" 1 74 1/2" 1 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS 3556 LBS 4444 LBS 5333 LEIS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 _ 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2' 90 1/2 115" SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR** 37" 58 1/2' 79. 1/2" 101" SEE NOTE #4 SEE NOTE #4 ' MIN. PIER CAPACITY 2377 LBS. 3565 LB 4753 LBS. 5942 LBS. 7130 LBS. 8319 LEIS. NOTE: UNIT MOTHS WITH INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 ID NOTES: AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: -.: .' DAPIA APPROVAL: sE� ��<<s < 1. PRE -FABRICATED PIER PADS MAY BE USED ) i.;. - T Y - FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE THE MINIMUMSao p '. f MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET PIER CAPACITIES SHOWN ABOVE. ^�~ A F or t�r� w OCT 1 Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED INJE JACOBSEN ,• '.'� HOMES INSTALLATION INSTRUCTIONS. INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8• I -BEAMS / 10' FOR UNITS TH 10' OR Q•• . ; FEDERAL MANUFACTURED HOME 12• I -BEAMS (24' MAX. FROM ENDS). TI N AND SAFETY STANDARDS JACOBSEN HOMES THI J NOTICE: SPECIFlCATIONS AND DRAVIINGS ARE DRAWN BY: D.M.T. I DATE: 09-22-Oi REV. LETTER: DRAWING TITLE: PRE-FAB. 16' $ 18 1/2"PIER PAD SPACING / „❑ P.O. BOX 368 'SSE MA INC.SUCH NAL, PROPRIETARY, AND COWIDEN1IAL RIALS OF JACOBSEN MANUFACTURING MATERIALS ARE PRONDED TO THE - DRAWING NUMBER: SU-OI -OO23 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RE KEP ENT FOR SPECIM PURPOSES AND MUST BE CONRDENTIAL 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 #4 SEE NOTE #4 SEE_NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" 1 SEE NOTE N4 SEE NOTE #4 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 #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE K4 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 p4 SEE NOTE N4 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 tN �0 e NOTES:�y..,....,ctjy'''►., TO THE CONCRETE ENCi APR�� �� DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �• �Q• ,.G,%5iE'? i ''�� CC - r Y l I4 • G,� • Q � o. •• 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE _ � 91 3 APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. .�2 4 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN X :,.T(j¢ � kr a CT 1�� HOMES INSTALLATION INSTRUCTIONS. I 10' FOR UNITS VATH 10' OR .� •, _� " ' nb; INC. 4. MAX. PIER SPACING 8' FOR UNITS NTH 8' -BEAMS / y��4' , ,�� ,• 12" I -BEAMS (24' MAX. FROM ENDS). EDERAL MANUFACTURED HOME 'r • r •,,r ❑ JACOBSEN HOMES NOTICE: RFAE THESE SPEancAnoes AND DRAWINGS ARE ,B BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PREFAB. 18" X 22" $ 20" PIER PAD SPACING P.O. BOX 368 ORIGINAL PROPRIETARY, AND CONFIDENOAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AM MUST DE KEPT CONFlDENTK AND SECRET FROM OTHERS. 21 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MAIN. '432 7/8 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM �IER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 1 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. I 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN, 576 S . IN MAXIMUM I -BEAM , PIER SPACING FLOOR MAXIMUM PIIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 51" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LB 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 VIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE 'e" ! EN P Dy :, ,.:., o, •� 4' \cT[Y,^::'� ': i` V .•'�G DAPIA APPROVAL: 5&t Cyr"c5, FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. No. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE f 9103:34 zPPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. '. z r ~ A '15 orn it 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE INSTRUCTIONS.�•. JACOBSEN �()•�N�� HOMES INSTALLATION 10' FOR UNITS �TH 10' OR �.{ INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / s•• 12' I -BEAMS (24" MAX. FROM ENDS). 0h1ERLhD O00N JACOBSEN HOMES THESE NOTICE: SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. TE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING ❑ ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL MATERIALS INCI RECIPIENT AND CONFIDENTIAL OF JACOBSEN MANUFACTURING SUCH MATERIALS ARE PROVIDED TO THE FOR SPECIFIC PURPOSES AND YUSI BE DRAWING NUMBER: PHONE (813) 726-1138 KEFr CONFIDENTIAL AND SECRET IRON OTHERS 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 ya SEE NOTE ya 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 L85. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETEvQ.•'Cj\STFfi¢-'• EN A OV L. 1 r -4• t:+. �� . .... Tsr � AP A APPROVAL• S�� «� kc—T-y- 1. PRE -FABRICATED f00HNCS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. I g . a 2. THE PRE -FABRICATED PIER PROS ARE TO BE INSTALLED PER THE (�103� 9 MANUFACTURERS PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS t� (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 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in ifs CQ MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 is. LOAD SPANS W SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' la 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. m 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CD I MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ra 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. 0 Co MIN. PIER CAP. 1 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs NOTES: 01 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS YADER THAN 49 INCHES. Q SEE NOTES: 0. Q3 , AND (D .UNDER TABLZ 1, PACE SU-01-0040. O3 FOR ALL UNIT WIDTHS. USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WIDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 so/in PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO'D) ® FOR PROPER LOAD SPANS, SEE SU-03-0001. (-LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -_ IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) QS CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. :F. CALCS. uun 4GI`Ek�N 'P VALST/( Vli,,. .QclN0. o' 910334 STATE OF: DAPIA VANDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED EY INC. FEDERAL MANUFACTURED HONE CoNSTRUCIIM AM SAFETY STANDARDS MAR 0 1 1999 J AC O,B S E N HOMES NOTICE: THESE SPECIFICATIONS dUWf1CS "�,Br B.E.M. DATE- REV.REV. LETTER: P.O. BOX 368 ORIGINAL PROPRIETARY AND C%fIDENTUL MATERIALS OF 44COM MANUFACTURING oR"Wwc TITLE- PIER FOOTER SIZING CHART „ we SUCH MATERIALS ARE PROVIDED TO THE FOR MARR. WALL OPENINGS H SAFETY HARBOR, FLORIDA 34695 REORENT FOR SPEClF16 PURPOSES NO MUST BE DRAWING NUMBER PHONE (727) 726-1138 IVI CONFIOQIIUL AND SEQ0 FROM OTHERS. SU-01-0030 25 TABLE I (SEE NOTES BELOW) ETe. PIER SPACING (SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4'�-WIDE WIDTH MAXIMUM Qt Q5 PIER SPACING 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 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"--WIDE WIDTH MAXIMUM @5 PIER SPACING OIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION 1111UIV DUALLY. !�2 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL. Q3 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINI UM SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL ALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. NGINV AFPVAST/Lly'��i,,,, �PQ� •GAS T EqF F�l '�. No. o ' s 910334OF * _ ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 9i rT, 0 2 DAPIA APPROVAL APPROVED EY Nil '"[I INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 I NOTICE:" "Allll 1 {fi�'�� DATE REV. LETRH: JACOBSEN HOMES THESE SPECIFICMPONSAND DRAWINGS ARE M.T. 2-8-99 OR AL PROPRIETARY, AND ODIFIDENIIAL DRAWING TITLE: MA IALS OF .KCOBSEN MANUFACTURING P.O. 80X 368 'SJ PIER FOOTER SPECS CHART INC. CH YATETEALS ARE PROVIDED TO 7HE SAFETY HARBOR, FLORIDA 34695 RECFI ' T FOR SPEOFIC PU rM AM WST BE DRAWING NUMBER PHONE (727) 726-1138 I�PT �NRDENOAL AND SECRET FROM OTNFAS. SU-01-0040 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 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). ❑❑❑❑ ❑❑.❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE- ❑„❑ P.O. BOX 368 MATERIALS OF.JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE COLUMN SUPPORT SPANS DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 . KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0001 27 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 WITM A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 1. FABRIC TYPE TAPE ADHERED i0 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 MATERIALI AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" IWIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, ITHE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SEO110NS. 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 kEMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER IF E SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CU OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FA�, 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 ObTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED I WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIO S INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH I7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLO, R FRAMING. (UNDIER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE POTTOM 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 HALING JURIDICTION. NOTICE: DRAWN BY: DALE Ntv. i itN: JACOBSEN HOMES THESE SPEagCAnDNS AND DRAWINGS ARE M.T. 12-22-94 pPoaIAL. PROPRIETARY. AND CDNFlDENnu DRAWING TITLE SET UP NOTES A P.O. BOX 368 MAIEAIALS aF JACOBSEN MANUFACN tNG SAFETY HARBOR, FLORIDA 34695 Wl SUCH MAIEAIAIS ARE PROVM m THE PHONE (727) 726-1138 1 VWT% 0UFM 0 Um BE DRAWING NUMBER: SU-05-0001 M-12� 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 ♦♦ I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦♦ I I ♦I I I♦ . I I I I I I .nul. "Im• ♦ I ^Itl1 ♦ alpl, ♦ Alp I +IIOi. 'dlll�• nllln •Iryli. ullpi. qlm. +IIII, i +41n. .•III,.. i ^uln. Alip Aul. ou. +Iryp. .Alp. •mu, �u mu. i dlin .lun' i ,IIIP. .ipp. — 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. la — 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.) ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE 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: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 29 INSTALLATION r- ROOF SHEATHING (TYP.) SHINGLE UNDERLAYMENT •Inn. FIBERGLASS SHINGLES U mw. nln,. I mi,. fff uu •�uu. ilpp. �nln. alln. nnlV I I All* TYPICAL ROOF TRUSSES 16" ON CENTER 1 /2" 1 /2" 1/2^ TO 3" TO 3„ 1/2„ TO METAL DRIP EDGE. 1 1/2" A 111 are,. A TO 1.1/2" Z",I c ro �o� nr� Ln(D SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN, 1° X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER—DRIV N, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER— RIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMEN 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY F R SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF fIHE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" )C 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 FASTENER PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN �ND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. 0000 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. STAPLE. 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXT TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXII, 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 STARTEF, STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ J A C 0 B S E N H 0 M E S NOTICE: THESE SPECIFICATIONS AND DRAWINGS DRAWN BY: S. A. DATE: 12-22-94 REV. LETTER: ❑■❑ ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE EXTERIOR FINISH CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND,OtT BE KEPT CONFIDENTIAL AND SECRET FROM'OTHERS DRAWING NUMBER: SU-05-0020 31 SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDI G 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 6RE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STAR7R STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF E SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS AL 0 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 GA. STAP S OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH E FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS.I 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 S THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VEN LAT10N OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRANINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE IOPT CONFIDENTIAL AND SECRET FROM OTHERS. I 32 DRAWN BY: DATE O.A. 06-06-94 DRAWING TITLE EXTERIOR SIDING APPLICATION DRAWING NUMBER: SU-05-0030 (09-30-08) 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 Imo- MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ J A C O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAN7NGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0031 33 SK �� 4 101-A APPROVED BY INA►UL 1 3 1� (NC. �RI� _ Ili A _.I _Arl or\I r d4 v���►�.�,��,�� �L O.C.►_ t�IA�C _ {Ord. -- . L — A'S I Ep� Cm�c) !i. � li - 1n11�tvaH1.: I j� • i 1 �� I-Ilo[�� x'1/I(i[�E2p•hJ X I �2.! �f4�-E �i . � I' ' - �c�i,.i'.�. ���,. _ - _. _-- IG' e�; iNm'S•r"u•�• EtYP) �� � •� t•-` t ref • S�—oS-Oo 2 �k4u-y(vps, 0 rrH BRED _ Z7uE 2 6Nv .3 . d" 1== -7M/q¢ r;.Jct PY= AWA Ai4ACZ: iYi-'G' VtNYL� 5ton�,i INsrau..��orl L1. k.,iLk7=W- 1� APPROVED BY 0 JUL 131% �f INC JAL-+--I�MTH,il� •�� _ Aurlr�r. �u�li:o�r�-off ' I ii •� ..ly sm • (D�GRfI:()T�tijUP5H1T�-I' _ -- ' 1Gts� XVIld s�'j•+�2��1�5 3�1a"o..c. oR- = x"" X I�1-ki 4��OL In}�a \,/4tRJ �� i I FA--f E=A \AWE 5,IC74t, C �4 TH I Co"o.G I IJrD UGS CM►'l S0^O�.•0031 TP�D�N - j'f"i'G'Vtid1L Slflt1.�"INSt�L.MPG� 17wen. lo- kUA-!.L 1-�4- OBILE HOME SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY SCREWI',NG DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: I A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDI G TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARA CE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED 81 THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPANDITOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALLIFIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION � HE 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 01[ THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES THESE ORIGIN ■NC•E P.O. BOX 368 ISI„SAFEHARBOR,FLORIDA KEIC❑ SAFETY PT NOTICE: 'ECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL S OF JACOBSEN MANUFACTURING MATERIALS ARE PROVIDED TO THE FOR SPECIFIC PURPOSES AND MUST BE IDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY: I DATE: S,A. 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 MOBILE HOME SET—UP TIFDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE. HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). 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 FAILURE E OF THE WITHSTANDING ANCHORING EQUPPMENT.T OVERLOAD (4,725 POUNDS TOTAL) TROUT FA ANCHORING EOUIPMENT— (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF 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 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE, SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND, AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LIS iLD FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ONo0or JUL 1 3 189ti INC. co as SANOTT APPOLIED TO TIE —DOWNS TIE—DON ELTRAPS ON ONE Y ON OPPOSITE SIDE OF THE THE HOMES MAYY. BE ON NOT PULLED OFF THE SUPPORTS. 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 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT' NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 2 NO. 2 0 I 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 ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAIN BY: DATE 1HESE sPECIFlCAnaNS ArA DRAWINGS Aft B.C.K. 03-30-12 OPoO?UL, PROMETARY. AND CONFl(1EITIAL DRAWING TITLE: HEt MAIERIALS OF JAC06SEN MANUFACTURING SET-UP ELECTRICAL P.O. BOX 368 INC. SUCH MAIMALS ARE PROWM TO THESAFETY HARBOR, FLORIDA 34695 RECFENT FOR SPEORC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 ID:PT OOHF1001TUL AM SECBET FROM OTHERS SU-09-0001 39 id 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) TRICAL JUNCTION BOX(S) FASTENED TO SVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CO NECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFjIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCHI AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST MET OD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 12005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUIDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO B DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CI CUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEFN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPEgFlCA'RONS AND DRAWINGS ARE D.M.T. 05-25-06 ORIGINAL PROPRIETARY, AND CONFlDENTIAL DRAWING TITLE ;� MATEPo OF MATERIALS ARE 11ANUFD TO THE ELECTRICAL CROSS -OVER P.O. BOX 368 INC. SUgI YATEFtIALS ARE PROVIDED 1n THE SAFETY HARBOR, FLORIDA 34695 REC81FNi SPECitC PURPOSES AND YUSf BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT gxENTIAL AND SEaV FROM OTHERS. SU-09-0010 09-29-OS I 40 WIRE FROM TO GROUND #8 BARE C( OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE ® 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- � 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. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 RtOD ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF MATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PRONGED TO THE TYPICAL ELECTRICAL. GROUND SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-113.8 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING INI CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT I 0 I EXTERIOR ELECTRICAL BOX I BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON ITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WA LS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIbR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THEI DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE F+XTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO TIE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOILD 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 T E CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOM ❑❑❑❑ JACOBSEN HOMES I NOTICE: THESE SPECI CATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS F JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH M TERIALS ARE PROVIDED TO THE ' DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. I 42 MOBILE HOME. SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TESTIS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRANK BY: THESE SPECIFlCAnONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING n URI MATERIALS OF JACOBSEN MANUFACTNG ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HONER( 27) 726ID11384695 �r ��n1ALANAND E PLUM a OT�IEM BE DRAWING N 43 D.M.T. I DAZE 3-22-95 REV. LETTER: PLUMB. CON. & GAS TEST A u: SU-1'1-0001 (09-29-08) WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTI WIDE UNITS SEE SU-11-0020A FOR f FIXTURES ARE CONNECTED EXCEPT W ARM IN THE TOILET TANK TO SHUT—( FULLY (EXCEPTIONS ARE DISHWASHER THE HOT AND COLD SUPPLY LINES A TOGETHER. OR IF YOU CHOOSE YOU NOT CONNECT HOT TO COLD AT WATT PRESSURE (AIR OR WATER MAY BE L LESS AND THEN ISOLATE / DISCONNE 15 MINUTES. IF GAUGE SHOWS A DR REPAIR. AFTER REPAIR IS MADE RE1 MINUTES. DISCONNECT HOT FROM C( DRAINAGE SYSTEM TEST PLUMBING TESTS )N SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI— ROSS—OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING TER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT FF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO R HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF 3ED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM. TO 100 PSI NO 'T SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST )P IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES -ST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 LD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. CONNECT ALL DRAIN DROP OUTS TO C( CONNECTIONS ARE MADE PER ENCLOSEI CAP OR PLUG THE MAIN DRAIN OUTLET BE WHERE YOU NEED TO OBSERVE THE UNTIL WATER REACHES DEPTH OF 2" M THAN 15 MINUTES WITHOUT EVIDENCE C LEAKS (FACTORY CONNECTIONS HAVE A CHANGED WITHIN THE MINIMUM 15 MINU DRAINAGE SYSTEM TEST IS COMPLETE. AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER INTRODUCE WATER TO SYSTEM AT TOILET BOWL' TRAP AIR WITHIN THE SYSTEM. NPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) q. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR .READY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT ES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM TUB. DO NOT THIS MAY xDRAWN BY: DATE REV. LEM: AND ❑❑❑❑ JAC O BS EN HOMES THESE sPEaFICAnONS oNs AND DRArANcs AKD.M.T. 09-29-08 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑�❑ MATERIALS OF JACOBSEN MANUFACTURING — ❑„❑ P.O. BOX 366 INC. SUCH MATS ULS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 REmw FoR SPEOFIC PURPOSES AND MUST BE DRAWWNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 II�P7 CplFlDENnAL AND SECRET FROM O7HERS SU-1 1-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER EcsmumPBL OLORIENTATION / USE ING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90° ELL SYMBOL ORIENTATION / USE 90' ELL I 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. p fl— DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY _ MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENIIAL AND SECRET FROM OTHERS DRAWING TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-1 1-0010 45 MOBIL 2" WET VENT WITH NOT MORE ITHAN UN VENTED(1) FIXTURE DRAIN W.C. DROP i 2" i 3 � 0� D i 2„ 0 3" ALT. 3" 1 1/2" DRY VENT (SEE ALTI FOR OPT. WET VENT UNVENTED / i CONNECTION) W.C. DROP � 1 1/2" i 3,, i O 3,. 3" 3" HOME SET-UP VENTED W.C. DROP / TYPICAL i 2" DROP i / INDICATES BOTTOM / 3" OF HOME i / 2" 3" O MINIMUM SLOPE 1/8" PER FT. i 1 WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT 3" TO ON SITE DRAIN CONNECTION i i i THREADED INLET 3" 2" OA TYPICAL 3" Q 1 1/2" DROP O / i i i i 1 1 /2" 1 1/2" �— 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 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) 3/4" DROP FIR WATER HEATE SECTION 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED SINGLE WIDES AND MULTI- OTE: INLET - FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. nmp' cFnTlnN nmI Y SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THEIEXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE DRAWN BY: 14" DROP 3/4" ELL VERS J (,,FIELDi yZN ZLED) ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING DRAIN SET-UP IN .SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34595 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KE T CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER rrn ILI\ VI\VJJ-V VLI\ (SEE 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 O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: AND THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: A " /(�\ DRAWING TITLE: WATER CROSS -OVER DRAWING NUMBER: SU-1I-0020 47 . 6. A.C. CONNECTIONS JACOBSEN MOBILE HC SUPPLY DUCTS, AND RETL SECTION HOME THERE IS ( ENTIRE HOME. CONNECT T' UNIT, AND CONNECT THE BLOWER SIDE. FOR SINGLE DIRECTLY TO THE BLOWER AIR CONDITIONER AND DR( CHECK THESE ITEMS 1. ALL DUCT WORK 2. ALL SEAMS ARE MOBILE HOME SET-UP S ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING 'PLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE VIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE i CAN BE MADE WITH INSULATED FLEXIBLE DUCT. THE AIR CONDITIONER IS INSTALLED. W THE HOME IS INSULATED. 3. ALL CONNECTIONS IARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL AIR I TYPICAL - SUPPLY DROP REDUCER *Y' FITTING TYPICAL SUPPLY DROP AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAI MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER TF�E 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. JAC0BSEN HOMES NOTICE: THESE SPECIFlCAlIONS AND DRANINGS ARE DRAWN BY: 0•A• DAIS: 06-06-94 REV. LETTER: U BOX 368 ORIGINAL,PROPRIETARY, AND CONFIDENTIAL MATERIALS OF UISJACOMARE MANUFACTURING//�\P.O. INC SUCH MAIEfOAIS ARE FRONDED TO THE DRAWING TITLE DOUBLE WIDE A.C. CONNECTIONS n SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 R�C�IENT FOR SPECEC PURPOSES AID MUST BE KEPT CONFIDENIIAL AND SECRET FROM OTHERSS, DRAWING NUMBER: SU-1 3-0001 (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE 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** Fi BandCE MIN. CONNECTING OR SPLICING 1(((((11 CONNECTING SPLICING 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 PRESSUREIS 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 Y - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING ❑,91"❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROWOED TO THE MOBILE HOME SET-UP DUCTWORK -- SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0010 49 IMPORTANT - BEFORE DRYER ISIUSED 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 DYER 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 SE 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 �N 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. SITE INSTALLED DUC MUST BE METAL FLEX OR RIGID NOTES: SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID VENT CAP f VENT CAP ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THE, E SPECIFlCANONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 SENARE MANUFACTURING MATERIALS OF JACOMATERIALS INC.ISUCH MATERIALS ARE PROVIDED TO THE ELECT. CLOTHES DRYER VENTING DRAWING NUMBER: SU-15-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - REC7fj,IENT FOR SPEGFIC PURPOSES AND MUST BE KEPYI CONFIDENTIAL AND SECRET FROM OTHERS. SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN -A PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 111 VI I VI\ILV 4'-O" O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T'% (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. ❑❑❑❑ ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX FLORIDAINC. SAFETY HARBOR, ORI34695 PHONE (727) 726-1138 NOTICE. THESE SPECIFICATIONS AND DRAIINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING SUCH MATERIALS ARE PROVIDED TO THE RECIMIT FOR SPECIFIC MIPO £S AND MUST BE IOEPT CONFEENTIAL AND SECRET FROM OTHERS DRAWN BY: M.T. DATE 03-08-07 REV LErm. DRAWING TITLE: W H PAN DRAIN DRAWING NUMBER: SU-15-0003 51 '4\ IMPORTANT - BEFORE RANGE ISIUSED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING IDUCT IS SENT WITH .THE HOME AND MUST,�.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE! 2. CHECK DUCT PROVIDED FOR PROPII DROP FROM RANGE IN ACCORDA 3. SECURE THE VENT CAP TO THE 0 4. SECURE THE END OF THE DOWN DI WITH CLAMPS OR SCREWS. NOTq 5. STRAP THE DUCT TO THE UNDERSI IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT TAPE, AND THE BOTTOM B (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) ER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT NICE WITH THE MANUFACTURERS INSTRUCTIONS. UTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. CRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME : DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. DE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING UCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR ARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLIYI BELOW RANGE BLOWER MOTOR SITE INSTALLED DUC f VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIflCATIONS AND DRAX7NCS ARE DRAWN BY: S.A. DATE: 6-6-94� REV. LETTER: ❑❑■❑ ORIGIN L, PROPRIETARY, AND CONFIDENTIAL DRAWN_ G TITLE: ❑��❑ P.O. BOX 368 MATERALS OF UACORSEN MANUFACTURING INC. S CH MATERIALS ARE PRDNOED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REDPIEI�T FOR SPECIRC PURPOSES AND MUST K DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0002 52 - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO k SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: - I 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AR A IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TA E OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 10-31-01 REV. LETTER: P.O. BOX 368 M PROPRIETARY, AND CONFIDENT & MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TD THE DRAWING TITLE: BOTTOM BOARD P-TRAP ACCESS B �Et SAFETY HARBOR, FLORIDA 34695 RECPIE?{T FOR WEXIC PUNS MD MUSE BE DRAWING NUMBER: PHONE (727) 726-1138 IVT CWMTUL AND SECRET FROM OTHERS SD-15-0010 (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS —OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES NOTICE: TNESE sPEt>Flanaxs AND oRAlxxcs ME NOTICE: DRAWN 8Y: DATE: 3-21-95 REV. LETTER LEE1100 ORICNNAL. PROPRIETARY. AND CONFIDENTIAL OF MANUFACTURING DRAWING TI ' R HANDLER CROSS -OVER P.O. BOX 368 W_ SUCH MATERIALS ARE THE FOR R O TO SAFETY HARBOR. FLORIDA 34695 REOMr SKC S i BE DRAWING NUMBER: � PHONE (813) 726-1138 IDPT wlaFWI& AND SECIV FiOY OHM SU—AC-0100 55 NOTES 56