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HomeMy WebLinkAboutSET-UP MANUALSCANN50 BY St. Lucie County SET-UP MANUAL OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726=1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 FILE�® DV REV 07/14 MANUFACTURED HOME SET-UP F *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/IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JAC 0 BS EN HOMES NOTICE: THESE sPEcµTcAlMS AM DRAWS ME DRAWN BY: O.A. DATE: 11-21-06 REV. LETTER: ❑❑.❑ P.O. BOX 368 ORaGINAL, PROPMETARY, AND ODNFIDENTIAL MATERIALS OF MANUFACTURING DRAWING TI1lE: MANUFACTURED HOME SET-UP ❑„❑ RIALS AM INC. MAI SUCH EPoALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MFIE1T FOR SPECIFIC FUr OW AND MDST BE KEPT CONFIDENTIAL AHD SECRET FROM OIHM (10-08-08) DETAILS "A" AND "B" •••.. NOTES: '''•,, ''''•.. 1. 36" MAX. SINGLE STACKED FOR �11) l HOLLOW BLOCKS AT I -BEAMS. PER CAPPED WITH SQL® CDlm___ ''•�,,,�• 54" MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. an(I@L 4' in) �''' (PIER SYSTEMS ANY TALLER (PIER If X B' X 16' CELLED MASONRY BLAC(S-� '''••.,, MUST BE APPROVED BY A WITH OPEN CEMLS VOCAL = '''••., LICENSED ARCHITECT SEE TARE I FOR PER F007fR _ SM AND SPMW '0 2. OR ENGINEER) MAXIMUM PIER/PAD PROJECTION: SPECI MONS (PAGE 11) SEE OTHER DETAILS (SEE SU-4A FOR 16 X 16 _ PRECAST PER PAD SPACNG) = $ 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 11t lobe! OF PLUMB PER 3285 STANDARDS. OF MARRIAGE WALL OPENING PIERS SEE NOTE TO BE WITHIN 6" OF OPENING REMOVE ALL ORGAMCC WTEIBAI ON EITHER SIDE OF COLUMN. AND PLACE PAD ON STABLE SOIL (WHEN REQUIRED FOOTER SIZE BELOW FROST LINE PER LOCAL PREVENTS A SINGLE STACKED CODE ffmiI]IDI15. SEE NOTE J2 PIER FROM MEETING THIS, USE DETAIL 'A' (SON VAIN Vd>H MAX. R GOOD UP TOB28 STACKEDLE 8 PIER. ALDWALBE SOD. 0G) 5. MINIMUM PIER PAD THICKNESS: A. 4" MIN. FOR PRECAST UNITS UP TO 16" X 16" B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) NOTE /3 THE MIN. THICKNESS IS MAX. �SLE FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6") IED UlMR 6. ALL FOOTING CONCRETE TO HAVE AND/ORPRE�YT (SEENOTEi11) COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) CAPPED in SOLID 7. PLACE 6 MIL POLY ON GROUND PRIOR @10gL (Ma 4' 1♦O0() TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12" MIN.) X Ir X IC CELLED MASONRY 8. PIERS SUPPORTING THE I —BEAMS _ BLOW WITH OPEN cm VERTICAL TO BE WITHIN 24" OF BOTH ENDS TE-DON STRAPS ATTA - (SEE NOTE /I FOR MAX PER HOME AND NO MORE THAN 10' O.C. TO Ma Em COUADIS ON AMID DETAIL ABOVE) 9. PIERS MAY BE OFFSET UP TO 6' EACH SECTION TO BE CONIECI D IN EITHER DIRECTION ALONG THE TO A DOilRE HEADED ANCHOR T� FOR PIER I —BEAMS TO ALLOW FOR PLUMBING. _ FOOTER �G AND ELECTRICAL., ETC. SPAaNG SPEC61CA7� 10. FOOTING CONSTRUCTION MUST (PAGE 10) COMPLY WITH LOCAL BUILDING CODES. SEE NOTE J4 _____REMOVE ALL ORGANIC MATERIAL 11. WOOD SHIMS, WHEN REQUIRED ARE TO D IN IDIRECTIONSN PAIRS SAND DOUBLE IffJIDED ANCHOR AND RACE PAD ON STARE SOTL OPPOSIBE TE FLITTED / CODE 1�TS CCOC \� TIGHT BETWEEN THE I —BEAM AND PIER CAP. SHIMS MUST BE MIN. 4" LONG BY 6" WIDE AND NO MORE THAN SEE NOTE 12 DETAIL 'B' NOTE /1 ( VARIES INTH MAX 1" IN THICKNESS. ALLOWABLE SOIL NC Ap6f1OBBpp68d E�SF°`�,"�� DAPA APPROVAL APPROVED BY o No 484®o Revised m Dje�c� 17,2008 ° �I VC. ® TATE ° cO F o% FEDERAL MANUFACTURED HOME CONSTRUCnON AND SAFETY STANDARDS ®/S ° e° 0 R / �+ .. JACOBSEN HOMES ® TIH� 9il�1GTD°RS > ARi aloft PAOPNiT11R :AID O�F�11�K DRAIDI HY o.A DALE os—o�—s3 REV. LETim A ■ aa e ri MAIN" OF dAa85EN YANIFACIIlW6DETAILS [DERAINGEMBEk A & B P.O. BOX 366 RwEl SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1135 N6 SM YAIEWS ME PROM 70 WE NNW FM 9+W PUSS AD 1W of VT W noWk AD MW FUN oD»SU-01-OD01.1 12-15-08) L Jacobsen Homes Load at Frame (each 1-Beam location], Perimeter (sidewall area], and Mating Line for Homes Requiring Perimeter Supports (in Pounds) - ALL WINDZDNES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST SIZES] Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 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 )aid ~ J .� �x '" 14 - Federal Minufactu:ed ilt�t;7e ^o, ^r,vction t'i1 k IJ Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4.. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. J No. �� O PE10505134 STATE OF 90� A/DIANP ' N c ,'/g"JO N A1- Sid \§"`�o ✓� //riam(mmntuu�a� 5/6/2014 3 SU-01-0001.2 . Cj b =.0 :, C�f1`f:-tl 1•r7'lUli'.l M1iCli Jacobsen Homes Footing Capacities B In. x 16 in. (single stack) pier 16 in. x 16 in. (double stack) pier Unreinforced Soil Minimum Minimum Bearing Capacftity Footing Forting z) Maximum Footing Unreinforced cast -in -place Maximum Fasting cast -in -place (psf) Size (in.) Area (in. Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (in.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 N a 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O 14 36 x36 .1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 Not. x 10 10,700 30 48 x 48 2,304 13,100 note x 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 N C 24.24 576 5,600 8 5,700 6 O O 30.30 900 8,500 Nos • 30 3,900 8 tti 36.36 1,296 12,400 n.t• 4 10 12,600 8 42.42 1,764 11 N.t• • 12 16,800 note 4 10 48 x 48 2,304 21.200 N.t. x 14 21,600 N111 4 12 16 x 16 Z56 3,400 6 3,400 6 20 x 20 400 5,300 6 5,300 6 N Q 24 x 24 576 7,600 8 7,700 6 O O O 30 x 30 900 11,700 . • 10 11,900 8 N 36 x 36 1,296 16,700 . • is. 16,900 N.v 4 10 42 x 42 1,764 21,700 .t• 18 22,700 .t• 4 12 16 x 16 256 4,300 6 4,300 6 N C. 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 n.t. 4 8 9,700 6 30.30 900 14,800 ­x 4 10 15,000 8 36 x36 1,296 20,700 Net.4 12 21,400 x.t.4 10 16 x 16 256 5,200 6 5,200 6 ° N (, a 20 x 20 400 8,100 N.t, 8 8,100 6 `' _ 24 x 24 576 13,500 n.t• • 10 11,700 6 x. 8 � 30 x 30 900 37,8Ix1 . • 12 18,300 ' 36 x 36 1,296 25,400 N.r• 4 14 25,900 . • 4 20 y_ 16 x 16 256 7,000 6 7,000 6 N '`r a 20 x20 400 10,800 nm.x 8 10,900 6 15,600 8 24 x 24 576 35,500 m• 10 1. The footing sizes shown are for square pads and are based on the area (in'), shear and bending required for the loads shown. Other configurations, such as rectangular or circular configurations, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than the thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unreinfcrced precast concrete footings. 3. The capacity values listed have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8,0301bs. for 8 in. x 16 in. single stack block and 16,000Ills. for 16 in. x 16 in. double stack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6. On the frame (I-beam) a single stack block pier shalt not exceed 36" high )see footnote 4 for maxouum capacity) and a double stack black pier wnh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single stack block pier sha-1 not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the tieghts specified it this footnote shall be designed by a registered prc'essional engineer or registered architect. 7. Poured (cast -in -plats) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pad manufacturer's mstrumons and must be certified for use in the soil classification at the site, listed and tabled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS BLOCKS #3 MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. m❑❑❑ �„❑ ❑❑❑ JAC 0 BS EN HOMES P.O. BOX 368 SAFETY HONER(727) 726 11384695 - NOTICE: THESE SPEgFlCATIONS AND DRANINGS ARE ORIGINAL. OF JAiOBS AND UFAC URINGONFIDENIAL MATERIALS AI RIALS ARE MANUFACTURING wc. �� MAC � �� M � ARE T COIF � PSM RM � DRAWN BY: 0•A. DATE 06-06-94 REV. LETTER: (09-30-08) DRAIMNG TITLE MOBILE HOME SET—UP 2 DRAW9NG NUMBER: SU-01-0002 5 SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 SEE NOTE #2 -..-SEE NOTE #4 --� I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING *001:11:1 P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0003 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM 'OTHERS. 6 SEE NOTE #7 SEE NOTE #6 (2) 1 3 1" I NOTE #5 SEE NOTE 3 SEE NOTE #2 I - -SEE NOTE #4 ---� I NOTE #5 I NOTE #1 SEE NOTE #3 1 5 5 4 2 NSEE3 #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS 13-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. i I r[ODEE110 JACOBSEN HOMES P.O. BOX 36BMATERIALS HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURINGTRIPLE INC. SUCH MATERIALS ARE PRONGED TO THESAFETY RECIPIENT FOR SPECIFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRABWNG TITLE: WIDE BLOCKING DRAWING NUMBER: SU-01-0004 7 ADD'L REWD PERIMETER BLOCKING - ' ALL FLOOR WIDTHS (THIN RIAO ING 0 IN ADI MON TO anon OLDO(INB RE ORED IN THIN MANUAL - ALL FLOOR WIDTHS AND NOWT DI>Q31 I� LL4LLLTLTL� �I TYP. FIREPLACES ON MEWALL OR MARRIAGE WALL HOST BEAM NOTE PERpIETER BLOCKING REWIRED AT' 48' O.C. MAX RDfR TO SU- 01-0008 I� ANY IM TUB ANDVOR SHOWER AT IMEWALL OR MARRIAGE WALL UNDER EAW SIDE OF ALL E TEIIIOR DOORI5 LOCATED DN 511REWALLS 2 OR MORE 46 1/2' IMN0M PIEiM REQUIRED AT EAM END AND BETWEEN EAM OPEMNG RECESS AREAS REQLARE PIERS SPACED 64' O.C. MAX (N8' OR LESS IN DEPTH) EAM END OF RECFAIED AREAS REMSSED AREAS MI/SDE BAY REM PIERS SPA® 64" O.C. MAX THIS ALSO APPLD7 TO ALL ENDWALL BAY WINDDIMf LEIILJME WP443RTM BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL 64' O.C. MAX I CABINETII ALONG RmEWAu OR MARRIAGE WALL I (APPLIEs 10 BATH CARNETS 80' OR GREATER N Lo+clfl) I (SAGE BLOCKNG MAY BE USED FOR MULTIPLE 461/7' MNDOYIS) I I •• SPELIAL BLOEMN6 NOTE FOR 15'-W pB49 WIDE L� FLOOR SELTIONS ONLY] PLARm WMNG IS REQUlIED (MARRIAGE AND SODXLS) S' ON DENIER MAX SPAMG DAPIA APPROYN.: WE LEYEI FLUOR S450 RtST (WALL TO SDM OR MA(RtlAGE WALL) Bi K NSTWX KWER RON 1:3 � � V I •� E � � 1. Fm 7w ADO(7M B18 W IEAURD AS LO;I IM Al E Ul 16' X 16' PEA PADS MN O � 2. LOCATE RDOQIC UNOFR PEAiIEER MT OR WM r OF THE BM OF W NO WIM AT 16' QC. MAIMIW. Ir MAR 20 2014 � 1 MUMN PUS ARE N AODIEON TO MY 011ER MMUIED PERS RM MADE LIE 4. PETl u FE.onc N REOIARED INFER TLE FLOORS (MMIUACE h MEKW)16' at Va. a Federal Mmnuf +w m S PFRS USED FOR PID IER MFPORT MUSE R NST&B 110 TEE I= �N6I51OI PAR4M TO TIE PEAMM RAL � Home Cm n 6. *0 POKE ElLMG IS X M ,ANY VATIC, CIE OPEN SPAN 000 DN IV. MUST NAYS N1EAYEWIE PERS And safety sbmm& PLAOD AT MAX 1G at EXGFAT 164' ]I1E RK SEE SPEx NOTE • •. RIM TO %4-WMI AID W-Oh0005.2 FOR 2,6 FLOOR SY51D�iS. ul JAMBSEN HOMES NOTICE- 7mm NT.WCAMM Alp MOM M DRANK BY. O.A. DATE 4-12-00 P. LETTER: 11 "A"M' ADDITIONAL BLOCKING Flqmrn P.O. BOX 368 SAFETY FLORIDA S OF ACM' s1R, IQ R O MA7910 ARE PROW TO TIRE NEW SpF�RN � MM DRANRtG NUhBR (8113) 26- 1384895 HONERBOR, SW SU-01-0005 03-19-14) PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING] [IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING 15 REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 15x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-00051 [SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE 5U-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: 1. PRE-FABRCATED PIER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MIMMUM PIER CAPACITIES SHORN ABOVE. J. ALL OTHER REOUREMENIS ARE TO BE ADHERED TO AS SPECIRED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. JACOBSEN HOMES NOTICE. THESE SPECff1CATIDNAND DRAWINGS ARE OR MAL. PROPRETARY, AND CMFDWK P.O. BOX 36B MATEM&S OF 4009SEN HANUFACTURNG NC. SUCH MATERIALS ARE PRMW M THE SAFI PHONE (81) 7ORID 138 95 FIEWENT FCR SUM WMES MD ME BE IVT C AND SEMET FROM DIM uj '0 o MAR 19 2014 z Ir O a Federal Manufactured m QHome Construction And Safety Standards X.DATE I REV. LETIER. YOUNG ��-18-2011 as MILE: PERIMETER BLOCKING IMP -DC NUMBER: gU-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 BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT �, THE MARRIAGE LINE) A JACOBSEN HOMES N0T10$ ,xEg SPEaFlCAna►s AND DRAI�iGS ARE DRANK BY: M.T. DATE 05-20-06 REV LETTfTt P.O. BOX 368 „ W MA4 MUMOUAKT, AM UMMAIIAL MATEAIALS OF JACOBSEN MAMiACMIND DRANING TITLE: BLOCKING (PIER) LABELS SAFETY PHONEHARBOR , 7ORID 1334695 ( ) INC. SUCH WMAIS ARE FROMDO TO THE O�� O FAAMMl Mu E DRANING NIAM SU-01-0006 (09-04-12) 11 71 L000-10-n s man ma Lim 66r VKNM o um ovll-9u (Cie) 3HOHd :E MnN Or AVW N um ow sBMW alms mm mfiam 569►i v0ltlold •aoeavH 1JIM JMIHJOIB ModX of at NW 3Yr swmvn mm "Ao9C Xoe Vd 035530 NOIl100Y 71LLL9rMY TvlrGCilmv C Ooff pAOHOQImM a SaWOH NSSSODY :Mum Aid 71Y0 ;► 16tx7 is 01O1i0rl . -Vj ri 71Y3Hi 3pm wm YM 316 N ri3m RYA IWA 80LLII1X3/IDmu IV AY3A-1 mm '9 SNDLLY7C1'M mm Q3d is rl30Q am swim am MS S SOMMrts ALI17S 0n w003R&Sw03 +4 y ♦ (AYA VV A) a�ou oalnuvinw■ ivua0[i e Q a MA-1 am !0 alM Sm 3%M Q3 VWM SY M"39 Jdo[r07B 7YNO11WDY Y �N� aI 21 « (xvn A .0) M NDY31Y OU warm On3a 91 OMM i[313fi M t 900Z' £T oaQ M 70 .91.0 ON3 ] �t/l S Imm ND ism rO mmd wo 9Not o 3LY]Ol Z y •0 t e (uoyin IM did ODD[ ND SUM %o ` 93d .91 X .91 NO) 3AW (EILV OrA SY 03tlP103tl 9HD 78 WNM W I A9 03A02iddV � /tip S'�� � � •lYAOaddY Yldtla r''i. 1s611sas 'Q , ,tea, .�{��s •�w��Ta��[�a,�TM 4Q IN 1 ► W illi r/,1 V 1 01.30 MO 33S) dM Ni0(F31L •dl1 SL510i MOOIj 1�JNOd t N331AL;8 O NG �lYM .91 X id 9 X i (1) J/1 S OD1310N AWII �� 1SIOP 1001310NOd M HOM7d JD 39M ONY aid H--- XYN S 11oDU H9NOd M 39M MM33WISIO 3LON�r .�%1 ISOd HJ80d •dll OYd mw 70 .91 x .91 UIX.9xAMW'dli� (5 UGM3HO33S) sisw M00'1310NOd dYN15 NitoO-31L AL I MM Q3O0aa 1a11.91 x id 9 X Z {i) lSpf MOOR IV — zyAkalA mis L umo 1 SISIOt' -MOM NM - Z N33M32 O3JORIA 7Qm elxld9xzW- 1SX>f' NO011 HM `9Nm m"m 'du 1SOd HDMOd •dU • 1zas soY° a31a VA .91 x .91 (.9t x .9 X .Q) if31d •dAl (SWIM BUD 335) S1SK MM loam� am NWQ-3 L �1 t Ni1N138 am •N � it x ld 9 X 1(1) "-S33HROd HMd 310l1D0 IS10P N0013 HOW 9NRlly u NOeDd dAl 9NN001! NDMOd 'dill (.ill S) ISXM' MOO13 1SOd "M &L 150d NOIIOd 'dAl JD HIM MM ION AYN 1SOd ip110d 30 MG 0NY M3N A 3D03 IMAM 3MS10 MM 11KkMYMII lY ONIOUS WW 7(Y11 70.19 ROM SY (SISDd HDNDd lY Sand ON1r) NG-103MY M W Hd 'XYM .'D'0 .t9 MYdS Said 3a31D3310aOd 03 03N RM-1 ow mm aid / TNAI BAUM mm "M-1 amm TM N3L11M NONOd 319MO ■ate ■■■ ■ n [. (WfINM S0a A Q3:f01 N 9N}OO1B Ol NM W N SI =I 51W ONIX3019 HDHOd QSsMSH 71MOURNIV Fohn C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 16, 2014 o Whom It May Concern: : FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering �artment that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building le- Residential to the 2010 FBC wind speed (Vult). SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 'wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC ;h is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 reas those based on Vasd do not utilize a reduction factor. 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 reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in 2004 FBC for Vasd is ASCE 7-05 • ohn C. Doeden, PE : : • 45484 •., 5133 CR 22 Gohen, IN 46528 : •o ; ; ¢ 'hone: (574) 825-766� p�; STATE OF ; "<v,� •00 P , a 0 i /0NA �S%, -. Gkl ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTRICTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PAR-TIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 1 �. ALSO MEETS WINDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L ON STRUCTURE ATTACHMENT: Wit• APPROVED BY 1. HOST BEAN INSTALLATION IS FOR -SITE ,y: .-.1."IF!cs � � `%' 00o ON 20' WIDE MAX WIND ZONE 2 OR 12-NM EXP. B SITES. � f� ; .. 16' WIDE MAX MIU�D ZONE 3 OR 140MPH EXP. B SITES `' " f ;�d �: Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS I n I ;I 24501 WIND ZONE Z 29601 WIND ZONE 3 • 1 �l . 3. WALL FRAMING IS 2 X 6 SPF 16�' O.C. F OF �} �• R� �• .: f/Q ` NOIRE FEDERAL CHONMANUAND SAFETY CONSTRUCf10N AND SAFETY STANDARDS. 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE `' �C>s, .•: OR�a'.``a'`ti� JACOBSEN HOMES NOTICE` 4 p � SPEfli U NS AnD DRAZRW� Y: ' D.M.T. OATS 01-10-07 REV. LETTER: DRAWING II&E ATT. TO HOST BEAM ORMAL. PROPRIETARY. AND Doom ilk NAWUU Cr 000MM M~AC RIMID PA eox s6a SAFETY HAREIM. FLORIDA 34695 W. WM HAWIMS ARE PROMED[0 7K KO W RN 9'OM PUWM AND M Sr K COMO t NO gOT 001' GROM DRAVANG NUMBER: SU-01-OMB PHONE (727) 726—I138 . Wl 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT 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 7, AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM AXLE MATE LINE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT,THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAIMNGS ARE D.M.T. 10-10-08 ORIGINAI, PROPMETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JAODRSEN MANUFACTURING TEMP. BLOCKING INC. SUCH MATEI S ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SUM PUPM AND WST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT OMEDE M AID SECRET FIW OTHERS SU-01-0009 15 i 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WADE FLOOR 33" 53" 73" 93" 113" 133' 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 1 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM, 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4..TYP 7" OR 8" TYP 3MAX x ( rYP) xQ x¢ NOMINAL 16" X 16" SQUARE PRECAST CONCRETE FOOTING d00 00 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 Tc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE (m' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALLS. e- &V A- Gt 0'L �1�11111111111111 NOTES: EN` .,. Fl '. VQ.•' G\STER '•'. � �'�. DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �•�� .'Q� No. FO'•.. APPROVED BY SPACINGS. 910334 •� START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME �e� �[ - �. OF -o STATE ,� •��: INC 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS ����'•,•�N P: ��� �� A FEDERAL MANUFACTURED AT MATING LINE OF MULTIPLE WIDE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. �. .• 'i ss' • HOME CONST MI SgEE1Y.SfARDS JACOBSEN HOMES THESESPECIFICA`IONS`AN•I)RAWIN ARE AWN BY: M.T. DATE: 2-8-99 REV. LETTER: „ P.O. BOX 368 M WAL. PROPNETARY, AND CON WTIAL MAMMALS OF A COOM MANUFACTURUIC Bi_ SUCH MATEAALS A t PWCO TO THE !7 IL-Ji DRAWING TITLE- 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIRW FOR SWX MHO AND NMT BE 101 caNF10w" AID 9= TROY OTNEm DRAWING NUMBER: SU-01-0020 17 ALTERNATE MAIN BEANt PIER (E• x r x 16' "Tm COl(g1E1E �IAsaIR,r mom tND �RTAR oa 1LztolTr ra�alTaEe) � 040>lr r x t x le HOLL0* C04CRETE ROCK IS SH* REEi(i 4(� AID UL OfSETS THE TOP TO TKE PIER CAPPED46 Tic AR 1TI�TE WV0F 11IE PER NOT ExtgD 1/2' TREAIED WWRR (SEE NOTE Ji) ®0®0808D®DDD®®g _ ®�� ® x ��TM1� CEus aoacs SINGLE STACK BLOCK PIER ® (PERPE AR TO Ad( BE ) No 45484 ° o � B4OOO LBS CAPAID SEE k0 j1 0 to ° STA r,F `���� ;- WOE I-M41-1 `q% (0O R �`6', °��00 , g x g x 16' ROLLO# CO CRETE iLOW AM 9* 0 �CSIEE �r RE TA�in TOP To THE +� e BOii OF THE PIER H"TAL ITS0 NOT EXCEED 10. PIER CAM tTH MOM � TREATED L*U � ) e x e 1160 f2LLED VAS04RY BLUS OTH OPEN MLS VERTICAL DOUBLE STACK BLOCK PIER I&000 Les, cAPAm (SEE kO1E d Ae 12) FLOOR WIDTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144- *DE FLOOR 2428 LBS. 3488 LBS, 4548 LBS. 5608 LBS, 16W *IDE FLOOR 2661 LBS, 3838 LBS. 5014 LETS, 6191 LBS. 18C *DE FLOOR 2961 LBS. 4285 L EM 5615 LBS, 6941 LBS. PIER LOADS INt2.UDE'EIGHT OF PIER UP TO 250/ -ADD DiFFEREryCE y1Hery PIER 6trcwnl IS caaAIuc tQ01EI UNIT WDTHS INCLUDES A 6' OVERHANG ON 801H' 90ES VAOUV, (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) IONCIZONE III ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 91-01-O0I0 FOR PIER SPAC* #IEN G 16' x 15 PIER PADS, I�Iff1j U*c ie x 16° APPROVED BY PER PADS OTHER THAN CONCRETE KY�l iTsi BE IiSTID AND CER TO EXCEED OR BE EQUAL PffR CAPACITY. Revised PER GAPACITx Oct 17 , 2008 2, #0 U94G PIER PARS THEY MUST BE LISTED rB CTRAFED TO WEED ff}E�XC/EED OR ETDJ_kL 0' 3 B```E--A��_M-�''','-PIER SPApNG 24' FROIi� EACH Epp OF 1HE HO, AT EACH I- AI,�MEEM IN FEDERAL NANUFACTURED HONE ` -/1 ' IN TIE CHART AM FOR FILL LENGTH OF CONSTRUCTION AND SAFETY STANDARDS 4. ANY P1IE�R'`HE1IELTS ATTayE 6? VUSSt BE UMOp BY A P.E. OR AWGTECX 5, CAPS MST BE SAME LENGTH A)P *DTH AS THE PIERS 04 �H DEY REST, 64 H us D ToPLATE 4 =DO i nr�1f OR s OR 4 *P 4604AL Saw c*XTE &0CX VAY PS 2-8-99 REV, LETTER: JACOBSEN HOMED mal SROWAT P.O.luumu Box 368 r TineALT. FAIN BEAD PIERS goviru., SAFEPHOAR�R�726-03B 95 ww"T nosm G SU-01-0021 110-08-08) 18 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR 33" 53 73 1/2" 93 1/2" 113 1/2" SEE NOTE y4 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" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS 3556 LBS 4444 LEIS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46 73" 100" SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 37" 58 1/2" 79_ 1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: .. DAPIA APPROVAL: NSF£ Cows 1. PRE -FABRICATED PIER PADS MAY BE �'�G ;•.,t, �_;_ �_ .�.�/_ i FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. e C .� ,, ; ,: " APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ', STX7FE OCT 1 Y '• HOMES INSTALLATION INSTRUCTIONS. ti INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10" OR �•• , FEDERAL MANUFACTURED HOME 12" I -BEAMS (24" MAX. FROM ENDS). mm7pirTION AND SAFETY STANDARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T..1 DATE: 09-22-01 REV. LETTER: DRAWING TITLE: 16" PRE-FAB. k 18 1/2" PIER PAD SPACING / P.O. BOX 368 ORIWNAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING _ „❑ ❑ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIRENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0023 PHONE (813) 726-1138 20 II 18" X 22" PIER FOOTER SPACINGS* MIN. 396. SQ.IN) I MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 1i10" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE. NOTE #4 SEE NOTE b4 1��" WIDE FLOOR-- 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 16p" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 WIDE FLOOR-- 43" 68 93" 117 1 2 / " SEE NOTE 4 N SEE NOTE 4 N MI�. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS' 8242 LEIS 9616 LBS i I 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-- 11 64 1/2' 101 1/2" SEE NOTE #4 SEE NOTE b4 SEE NOTE #4 SEE NOTE g4 14" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE k4 16110" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- n 43 1/2" 69" 94" 119" SEE NOTE y4 SEE NOTE a4 MI1 i. 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. u FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOP E-FABRICATED PIER PROS MAY BE USED AS AN ALTERNATE TO THE CONCRETE TINGS SPECIFIED IN 1HE JACOBSEN HOMES SET-UP MANUAL. �ES:�� QyPRf`la�yyyy, DAPSIA� �`L� PG _ r y _ 2. iE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE Q � _ APPROVED BY PIIER MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM CAPACITIES SHOWN ABOVE. z � 910334 _ 3. A OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN OCT 1_� OMES INSTALLATION INSTRUCTIONS. �'�•-�� :� • • kr ' a�' A�; • INC. 4. �1 X. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR tp� +� tit- I -BEAMS (24' MAX. FROM ENDS). Ti �, EDERAL MANUFACTURED HOME II JACOBSEN HOMES NOTICE: + ++•F THESE SPEancATIONS AND DRAWINGS ARE BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 18" X 22" do 20' PIER PAD SPACING P.O. BOX 368 ORIGINAL PROPRIETARY. AND CONFIDENTIAL MATERIALS OF KCOBSEN MANUFACTURING DNC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REpHENT FOR SPEORC PURPOSES AM MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 21 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. •432 7/8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE jj4 144" WIDE FLOOR.. 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" NOE FLOOR. 54" 85" 116" SEE NOTE #4 SEE NOTE a4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.• 74" 115" SEE NOTE #4 SEE NOTE y4 SEE NOTE q4 SEE NOTE y4 184" WIDE FLOOR- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 _ r NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV : • ff'„,'!a� �1C+, S'T'��: ' .�' +: • DAPIA APPROVAL: 5 �� CIFLLS G6 �rY FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. . No. _ (l�, 03 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 `- PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. �; = 3. ALL OTHER REOUIREMENTS,ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. �y��j�,•. :` 10FOR UNITS WITH 10' OR C•:'l'' .�� Ci •'' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / s 12' [-BEAMS (24" MAX. FROM ENDS). � EOERALMANUFACTURED HOh1ED ARFIS ❑O:❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCATIONS AND DRAWINGS ARE DRAWN BY: ATE: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: pRE-FAB. 17 X 25 & 24" PIER PAD SPACING ❑ Q„ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE REMENT FOR SPECIFIC PURPOSES AND N1SE BE - DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0025 22 i 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) 0" WIDE FLOOR-- 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 4" WIDE FLOOR-- 96 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 0" WIDE FLOOR** 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 1$4" WIDE FLOOR-- 77" 119 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 N. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16.431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 TES: EN A OV LJ t o.. '=+. ��. P \�TE". F1�C'•," •;. DAPA APPROVAL sE� GA<<. PE. 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE f00TiNCS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL .� V ..*' U G- T yr . 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ; 910334 = J APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM „ PIER CAPACITIES SHOWN ABOVE.0 IN THE JACOBSEN re ov 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED OCT HOMES INSTALLATION INSTRUCTIONS. 11H 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" 1-SEAMS / 10' FOR UNITS WITH 10' OR N INC. 12' I -BEAMS (24" MAX. FROM ENDS). FnF + !IIFA� Fn Hnvc JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRAWINGS ARE 'DRAWN BY: D.M.T. D)MSIRUGTIONANDSAf 09-22-01 Y U117E1k . DRAWING TITLE: PRE—FAB. 26" PIER PAD SPACING 11 . „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFDENTIAL MATERIALS OF JACOBSEN MANUFACTURING NC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0026 SAFETY HARBOR, FLORIDA 34695 - PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 23 J 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 ( 'PSF) 120" WIDE FLOOR** 580 89" 120'*** 120"a* 120"*** 120"*4 144" WIDE FLOOR** 50" 76" 103"*** 120"*** 120"*** 160' WIDE FLOOR** 45" 69 1/2" 94" 118"*** 120"*** 120"**� 184' WIDE FLOOR** 40° 61" '83" 104'*** 120"*** 120"*4 MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS, 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCWDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE ROUNDED) TYPICAL PIER FRAME I -BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD ®®®®0me®0®�®�®e®®®® REF. CALC. PG. ...... ,', � C-SU - 19.01 ° � ® ° �, ;, n ° 9 m' Dw APPROVAL NOTES: ° 1. PRE -FABRICATED PIERS MAY BE USED AS AN AL70MATE TO THE CONCRE I SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL ®90,/°�j o m APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE m a o , ST:- it �'�`� °�, ONOC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM Vic) � ®® PIER CAPACITIES SHOWN ABODE ° c, ®����s Dec 04,2009 INC. 3 ALL OTHER REQUIREMENTS TO BE ADHERED TO AS SPECIFIED IN THE JAC08SEIJ 0"��•"S°�"`�g��� FEDERAL NNNFACTORED HONE CONSTRUCHOM AND SAFETY STANDARDS HOMES INSTALLATION Y\J IRUCTI 4. MAX PIER SPACING 8• FOR UNITS WITH 8' I- -BEAMS / 10' FOR UNITS WITH 10' OR 12' HEMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER S'PACM IF THE PIER SPACING IS LESS THAN 48' O.C.). JACOBSEN HOMES NOTICE: TFtEaRr� DRAB DRAWN BY: M.T. DATE: t1-23-09 REV. LETTER: oRAVINc WILE: 17 X 22" PIER SPACING ORIM PROPRUARY, M COIImwx — P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 pw t9C. SUCH MATERIALS ARE PROWED TO TFI£ EMU FOR SIM PVW MD MIST BE O n DRAVANG NUMBER: SU-01-0027 PHONE (813) 726-1138 WTOOFlUBIDAL AND SWU FM L4 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS I� (FOR SIDEWALL OPENINGS SEE NOTE Q) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -� 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 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 in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 1 5881 lbs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000. 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. Co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. C'l MIN. PIER CAP. 2975lbs 3775lbs 1 4575lbs 5375lbs 1 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. 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. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. cY) MIN. PIER CAP. 3375lbs 4295lbs 5215IDS 6135lbs 7055lbs 79751bs SEE DETAIL 'B'. PACE SU-0I-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. SEE NOTES: (2). Q , AND 0 UNDER TABLE I, PACE SU-01-0040. FOR ALL UNIT MOTHS. USE 177 sq/'in PIER ROOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES HIDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/'n 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) 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. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REF. CALCS. CSQ' 'G\STEq� •(� �'�. e No. o 910334 STATE OF i . tic: DAPIA APPROVALL- WINDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED BY IN INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANOARDS MAR 0 1 1999 NOTICE " AI Bx&M'BT: DATE B.E.M. 2-6-99 REV. LETTER: THESE SPECIFICATIONS AND DRAWNCS ORIGINAL. PROPRIETARY, AND CMIDENTIAL DRAWING TITLE: PIER FOOTER SIZING CHART n MATERIALS OF ACOBSEN MAWACTURNG INC. SUCHRE FRO MATMAIS ANDED TO THE FOR MARR. WALL OPENINGS /� REWENT FIR TM PIIDPM AND M MT BE DRAWING NUMBER: KEPT CONFMTUL MD SEW FROM OHM SU—01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12— WIDE WIDTH MAXIMUM (1) n PIER SPACING SOIL BEARING PSF CAPACITY 2� © 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 0 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM PIER SPACING SOIL BEARING PSF CAPACITY © 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 5615j) 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: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 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 VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. GIn�fI- %il - Na``Wy VUVA3T/( y-1/j/�.,,. GAS T E.9' Q No. o 910334 cToTE OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 6i F, O 2- DAPIA APPROVAL - APPROVED BY IN'll INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICEv GS �i sl' M.T. T DaTE 2-8-99 REV. LETTER: THESE sPECTFIGAnaus AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND COMF10ENnAL DRAWING TITLE: n MATERIALS OF lAC08SEN YANUFA.CIURING /H` P.O. BOX 368 PIER FOOTER SPECS CHART DIC. SUCH YATERIALS ARE FRONDED TO DE SAFETY HARBOR. FLORIDA 34695 REMENT FOR SFECFIC PURPM AID MUST BE DRAWING NUMBER PHONE (727) 726-1138 MPT CMRID NLL AND SE= FROM OTHEM SU-01-0040 w 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1. SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE un""" S.A. �" 6-6-94 "�' �� �" �� I�-��E� 11 ❑❑❑ P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - 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. DRAWING TITLE' COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 _ 27 SET UP NOTES (CLOSE UP) YOUR HONE Is EQUIPPED WITH A FACTORY INSTALLED HATE LINE QASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT_ (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE -.UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES NOTICE: THESE SPEanCATIONS AND DRAINNGS ARE ORN;:IAL PROPRIETARY, AND CONRDEN7IAL MATERIALS OF ACMSM MANUFACM I NG DRAWN BY: M.T. DAME 12-22-94 REV. LETTER: A DRAWING TITLE: SET UP NOTES P.O. BOX MB M SUCH MATEMnALS ARE PROYW TD THE DRAWING NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 EMU FOR SPECFIC PURPM AND M 9 BE 02-12-0D PHONE (727) 726-1138 KEPT CONFl1WAL'AND SaU FROM GPM 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 (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I+ l I I I I I nlgl, pup I arya. ala,. alAl AIIN nalP dI1P •Aqp. •�IIIR I �IIIV nlllU. .lilt, I +IIIU / null,. � null^ null,. awl. nryl,. nNl. •ma,. ,u i — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) TATnrpvC• 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. 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 PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 29 - 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.) DATE: S.A. 6-6-94 EXTERIOR ROOFING CLOSE-UP NUMBER: SU-05-0010 SHINGLE INSTALLATION 0 10� n �_ E to f0 SEE PAGE RC-19-0002 FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. AEIDDE] J A C O B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). P.O. BOX 368, 901 4lh ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. SAFETY HARBOR, FLA. 34695 STAPLES 12" O.C. MAXIMUM. PHONE (813) 726-1138 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 i EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE I 1 SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: it 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. I I l LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 1' 4. ALL FASTENERS TO BE WEATHER RESISTANT. I ' BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP I LAP SIDING APPLICATION DETAIL i I 1 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: „❑ P.D. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE EXTERIOR FINISH CLOSE-UP _ 0SAFETY ❑❑❑ HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND,WTAT BE KEPT CONFIDENTIAL AND SECRET FROWDTHERS DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE. WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILAT11 N PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JAC O BS E N HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAVANGS ARE O.A. 06-06-04 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE ❑„❑ MATERIALS OF MATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR SIDING APPLICATION SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IO:PT CONFIDENTIAL AND SECRET FROM 07HERS. SU-05-0030 (09-30-08) 32 APPROVED BY JutlNfl1 3 1 1 INC. ter^-r"rF-il tJ t� �I tJ'(�L.. �ll�l ►J L-r l (�5�_1�i 1 G� ChYf ���� QaRu vr1-�TIC;p•1 � sriO.C.�Tr�ta)C- _at�t �C= C=k o00 i IWDbO.:- I ' I �� � 1 Vit••1i�1•- SICI(�(R {a'ji�_ I 1 . �j i t r l _ _ I -,I loLa� X'j/i!i!�{Zq�hJ x l ki _GJ(�4� ji (vac 6 p, *vv�, KI TH (o (fix- 4O'A 1 u2° --Twv�Y fm -,t .. Z7iaE 2 3r•10 .3 _ yGat.s: _ 4rt ,Z. V. 1'Ti'==' VlN'�l� �i fl� INSt�t.LJ4L�Or� - * -► L I- 6 L.I. k'\Lk-kT 1cn APPROVED BYON . INS _.LtJe T9—A LA -MO J I' I. •I =A-4 �t3' iIIJL-{ (v=t3a¢ PI:() wto TH Ili (a/GXYI01k2.1.° iro Eck ✓Ild 5�"('h.� lES 37/0" O.C. OR " UM1IN� ,f-kEr I (d'cc ZlJ1.lE 2��.3 Ile IiJ p�r'1 t- FA--fSIJ -,AtNL� Sltnr- C 141TH �• I- IIoGT� xNlv�t� x �. h(A� 50--0;-0033 ycdt.� r Nj"s �.�✓. j1'-�-VI1.7YL StDnq„""INSr:�LL.hPOr!_ vim• �- I(}A-t.L 1-�4- MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 IRS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368;aSAFER(02 FLORIDA A84695�;PHONE)723 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. 36 DETAIL "B" DRAWN BY: S A I DATE: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 LETTER: MOBILE HOME SET-UP TI wN THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR IS DESIGNED FOR THE HOMERICANE ZONE FROM BOTH TYPES OF WIND oORCES.OW OUR RECOMMENDATIONS IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT SHALL BE CAPABLE EQUAL TO OR 150 POUNDS 50 PERCENT 0 OVERLOAD POUNDS EQUIPMENT, ANCHORING EQUIPMENT- (LOAD RESISTANCE) OF RESISTING AN ALLOWABLE WORKING LOAD AND SHALL BE CAPABLE OF WITHSTANDING A TOTAL) WITHOUT FAILURE OF THE ANCHORING HOME YOU ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZJNC ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND NOTION 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: OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE '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 FMOBLE HOME ON ORT c USE VERTIICALLYTO THE T. I CAPACITY LREOUI EDSFORETHESSTRAPPING BEING IRED. THE RATT ATTACHED. APPROVED SA NOT APPLI DO TO T EPRETENSION cD01WNS TALTERN A7 LTRAPS ON ONE Y ON OPPOSITE ,IDE SIDES F THEE HOME MAYY. BE PULLED OFF THE SUPPORTS. • t j 6-6-94 SU-07- 0001 37 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS LA P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE AT RIALSJACOBSENARE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 38 MOBILE HOME SET-UP /ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:= CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT* NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL ' PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: B.C.K. I DATE 03-30-12 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 - OWGRUL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPETIT RR SPEOFlC PURPOSES AND WUST BE WT CNIDRITIAL AND SECRET RM OMS. DRAWING TITLE: SET-UP/ELECTRICAL DRAWING NUMBER: SU-09-0001 1 39 0 ELECTRICAL CROSS -OVER & TESTING PROCEDURES I _MARRIAGE LINE NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND: TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE �OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS': HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑ ;�MATERIALS LE JACOBSEN HOMES P.O. BOX 368 SAFEPHONETY HARBOR, 813 726ID138�95 ( ) NOTICE: THESE SPEgFlCA'OONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND CONFlDENTIAL OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWED TO THE RECIPIENT FOR SPECFIC KEPT COtFDEN1IAL ANDuwm SECRETFRROOM o HERBS. DRAWN BY: D.M.T. DATE 05-25-06 REV. LETTER: ic 09-�29-08 i❑❑❑ DRAWING TITLE ELECTRICAL CROSS -OVER DRAWING NUMBER: SU-09-0010 40 WIRE FROM TO GROUNDI #8 BARE CC OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER---- L APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE' OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. JACOBSEN HOMES NOTICE: DRAWN BY: S.A. GATE. 6-6-94 THESE SPECIFICATIONS AND ORAWINCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: OF JACOBSEN P.O. BOX 368 INC. UICHSR MATERIALS ARE OMDEDCING TORTHE TYPICAL ELECTRICAL. GROUNE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 LETTER: EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES ❑❑W❑ ❑"❑ P.O. BOX 368 FLORIDA ❑❑❑❑ SAFEPHONER(02 )F7061D138 695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JAC08SEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 DRAWN BY: DATE: S.A. 6-6-94 LIGHT FIXTURE INSTALLATION NUMBER: SU-09-0030 REV. 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. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCAna+s AND DRANINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL bt P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE FLORIDA3 4695 SAFETYHONER(727) F p � WIIST BE 726 � �TOM � � DRANK BY: DATE: D.M.T. DRAWING TITLE: DRAWING NUMBER: REV. LETTER: 3-22-95 k GAS TEST A SU-11-0001 (09-29-08) 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT'CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DAIS REV. LETTER: THESE sPECIFlCA71aNS AND oRATMNGs ARE D.M.T. 09-29-08 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, ARBO R) FLORIDA 3364695 IREOPM FORKSPECIFIC DPUFIPm Am YOUR DRAWING NUMBER: SECRET FROM SU-11-0002 " MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION 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. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 (fi 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 0 = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. NOTICE: DRAWN BY: I DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS RECIPIENT FOR SPECIFlC PURPOSES AND MUST BE DRAWING NUMBER: SU-� -OO1 O KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 45 MOBILE HOME SET -.UP 2" WET VENT WITH NOT MORE THAN UNVENTED �� (1) FIXTURE DRAIN W.C. DROP 2' i 3 D 0 i 2" A L T. VENTED W.C. 3" DROP / TYPICAL Op 2" DROP 3 i / 3" INDICATES BOTTOM / OF HOME i � . i 1/2" DRY VENT 2" �1 (SEE ALT. FOR UNVENTED OPT. WET VENT CONNECTION) OO W.C. DROP i INSTALL FULL SIZE 1 1/2" 2" CLEAN -OUT IF SLOPE 3" O IS BETWEEN 1/8" & 2 3 OE 1/4" PER FOOT i USE OD IF CLEAN - OD 3 3 TYPICAL OUT IS NOT NEEDED 1 1/2" DROP O3" D O i 3" i i 3„ 1 1/2" 1 1/2" O 1 / MINIMUM SLOPE 3" 1/8" PER FT. FITTING SCHEDULE /ij / 1 WITH CLEAN -OUT 1/4" PER FT. O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O 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) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER i / SECTION i � /4 �3ELL 3/4" THREADED INLET i i / 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED SINGLE WIDES AND MULTI- AND MULTI- NOTE: INLET - FIELD 1 THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES - 3/4" DROP i 3/4" ELL 3/4" CROSS-OVERS (FIELD INSTALLED) UNDEN JACOBSEN HOMES P.O. BOX 368 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGSARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THEDRAIN 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: SET-UPSAFETY DRAWING NUMBER:qq SU- 1 1 -0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER N'L" 4""j-VVL` EE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES -- 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. 1. (CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAN1NGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 47 C.L.Y. 1 10-23-95 DRAWING TITLE: WATER CROSS -OVER DRAWING NUMBER: SU-11-0020 0 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER "Y -� FITTING 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 RETURN DUCTS. LL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT. TO THE HOME. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE THESE SPECIFlCAIIONS AND DRAXINGS ARE O.A. OF)-06-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: �;;� MATERIALS OF MATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERRALS ARE FRONDED TO THE DOUBLE WIDE A.C. CONNECTIONS SAFETY HARBOR, FLORIDA 34695 REMENT FOR SPECEIC PURPOSES AND MUST BE DRAWWNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 ID:PT CONFIDENTIAL AND SECRET FRW OTHERS. SU-1 3-0001 48 REV. LETTER: A (09-30-08) 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. 1ETHOD PRESSURE LIMITATIONS APE ONLY (FOR LOW PRESSURE iT TO EXCEED 2 IN. W.G.) NMP ONLY METAL CLAMP (FOR LOW TO DIUM PRESSURE OT TO EXCEED 4 IN. W.G.) SEE PRESURE MITATIONS FOR ASTIC CLAMPS** T�IPE & CLAMP (111OR LOW, MEDIUM Oli HIGH PRESSURE OT TO EXCEED 10 IN. W.G.) SEE PRESURE IMITATIONS FOR PLASTIC CLAMPS** • 1 �1 0�F • Fitting or Coupling Band Clamp L _ 3� Duct MIN. CONNECTING OR SPLICING CONNECTING SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1 /2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. »» PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). 11 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UKAwN UT: - S.A. UAIL: 6-6-94 NLV. LLI ILK: L P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 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. DRAWING TITLE: MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-1 3-0010 49 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS. AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. VSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAN7NG5 ARE DRAWN BY: R.R. DATE: 01-21-00 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: VENTING n ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ELECT. CLOTHES DRYER /!-1\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ RAIN THROUGH FLOOR-�� AND BOTTOM BOARD SITE INSTALLED DRAIN---" PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) r lrI IV UL -I VIN IL 4'-0" O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. TIN (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) 1 SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR iFRAMING AND/OR CHASSIS MEMBERS. 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. THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. NOTICE: DRAWN BY: DATE REV. Lm JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE M.T. 03-08-07 MGNAL. PROPRIETARY, AND CONFIDENRAL D DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING W/H PAN DRAIN D SAFETY 4695 INC. SUCH MATERUIS ARE PROVIDED TO THE T M AM RW � � IVT p(tp►yING NUMBER: HONEHARBOR,) 726 113 C SU-) 5-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH .THE HOME AND MUSTc,.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAVANCS ARE DRAWN BY: S.A. DATE: 6-6-94� REV. LETTER: ❑■❑ ORIGINAL, PROPRIETARY, AND CONFlOENTIAL DRAWING TITLE: „� HO P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-15-0002 52 BOTTOM BOARD P-TRAP ACCESS PANELS y APPROX. 1" I I I � I I HOLE I I � I PATCH TO BE SAME I I MATERIAL AS BOTTOM I I BOARD BEING REPAIRED. L - - - - N J HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL TAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 10-31-01 REV UTTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERWNSBAM DRAWING TITLE BOARD P-TRAP ACCESS D �Elltll:l P.O. BOX 368 INC�;CH PROVIDEDM�DTOTHEBOTTOM u SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MWENT FOR SPECFlC PURPOSES AND WST BE KEPT g NI'MITIAL AND SECRET FRN OTHERS. DRAWING NUMBER: SU-15-0010 (10-08-08) AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I / DUCTS SHALL BE MADE PER OTHER DETAILS. q__ <00 CEILING BOARD PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) A SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECFICATIONS AND DRAWNGS ARE ORIGINAL, PRO11MARY, AND CONIIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPFNT FOR SPECM PURFM AND MM BE IVT C0FWTIAL AND SECRET FROM OTHERS 55 DRAM BY: DATE: C.L.Y. 3-21-95 DRAw1NG mA HANDLER CROSS -OVER DRAWING NUMBER SU-AC-0100 REV. v