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HomeMy WebLinkAboutSET-UP MANUALBY St, Lucie County SET-UP MANUAL jA ;OBS N HOMES P 600 PACKARD C 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 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT'ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE �HAIRLJNES CARPENTER'S LEVEL 1/8" IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOVICE TNESE SPEC�7cATX1Ns At61 oRAxelGs DRAIN BY: O.A. DATE 11-21-06 REV. LETTER: ❑❑■❑ P.O. BOX 368 ARE MGWA4 PROPRIETARY, AND CONFIDENTIAL MATMALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET—UP I--� ❑„❑ a1G SUCH MATERULS AM PROwm TO THE ❑❑❑❑ SAFETYHONER( 27) 726ID1138�95 IKEPT�TFOR SIMMCMIDDENR AND W FROM mNERAND MM �s DRAWING NUMBER: SU-01-0001 (10-08-08) 1 MIN FRAM: WOW 1�A1FDiU�R ( AND No1E Rf) In CAPPED vM SOLID CORCREIE BLOM (01. 4- 7HCK) I' X 6• X 16' CELLS MASONRY BIOCLfS-� WII OPEN MIS VERTICAL SEE TABLE I FOR PER FOOTER SIM AND SPACING SUMMONS (PAGE 11) (SEE SU-4A FOR 16 X 16 PRECAST PIER PAD SPACING) SEE NOTE f 4--- REMOVE ALL OR MC MATERIAL - AND RACE PAD ON STABLE SOIL BELOW FROST LDff PER LOCAL CODE REQIYSM IIE-DOWN S1R4PS ATTAM-\ TO MM BEAM COWMNS ON \ EACH SECTION TO SE COLDr£CTED TO A DOUSE HEADED ANCHOR SEE NOTE /4 DOUBLE HEADED SE NOTE /3 DETAILS "A" AND "B" is NJ �- SEE NOTE /2 DETAIL �A' PO M VARIES WHIZ MAX ALLOWABLE SOD. IiFJ1W) PRF3�IJRE TREATED U1 m PIER CAPPED V0 SOLID COKREIE BLOCK OR f THCK) jr X I' X 16' CELLED MASONRY BLOCKS Wllll 019 CELLS VERTIM (SEE NOTE f FOR MAX PER NEIM AND DETAD. ABOVE) ME TABLE FOR PER F001M S M AND SPACING SPEE1F 710N5 (PAGE 10) REMOVE ALL ORGAICC MATERIAL. AND RAC PAD ON STARE SOD. BELOW WSIllNE PER LOCAL. ULM REOLDREwAIa SEE NOTE 12 DETAIL 'B' SEE NOIE #2 (DDffIw VMB in MAX ALLOWABLE SOIL RARIeC®ti 6 G o B BB�69� .14 0 _a No 484 JACOBSEN HOMES rLl P.O. BOX 366 rIWO SAFETY HARBOR. FLORIDA M95 PHONE (727) 726-1138 ° ° TRTE OF o!, ® ® ° ® ,r V_ m®off° �OR10. , iAes ••...... nESE sr ,l O AD na WM AM ailfilu. Puurr. AID cdilIDinAf NAM" OF dACOHg11 YAlAFACIIAItli6 W. SM YA7LM15 AM PRO W W 7W ItEa�ENf m Sp= PUrpOgS AIL W K Im OpiLD10AL AID WO Flat O M 2 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT [-BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) L MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS S. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN.1/2'' OF PLUMB PER 3285 STANDARDS. F. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc) = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) 8 PIERS SUPPORTING THE ]-BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIEF CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY ' ON Revised e c 17,20 All NC. FEDERAL MANUFACTURED HOME a CONSTRUCTION AND SAFETY STANDARDS O.A DATE 09-07-93 '' DETAILS 'A° & °B' A SU-01-0001.1 Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (sidewall area), and Mating Una for Homes Requiring Perimeter Supports [in Pounds] - ALL WINOZONES, ALL EXPOSURES, ANO ALL FLOOR SYSTEMS (JOIST SIZES] Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing Is equal. However, If different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement i �a .n Federal V,aruroCtF red t� Perimeter not shown for clarity (do not cut out) Added support above pier Hecessed 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 often inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. 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. .�'\P­ 6L G. Tp :� �G . •G1 S T�9 • �¢ ''% No. PE10505134 '• STATE OF 4J� %�'c •'••�!vDIANP•''G�?mac F 5/6/2014 3 SU-01-0001.2 . vx -z�:iffi v.J :a CL'C1c Y:11 1.'BgUi?l'i;,1; C(j Jacobsen Homes Footing Capacities 8 in. x 16 in. (single stack) pier 16 in. x 16 in. (double stack) pier Unreinlorced Unreinforced Soil Bearing Minimum Minimum Capacitity Footing Footing z Maximum Footing cast -In -place Maximum Footing cast -in -place (psi) Size (in.) Area (in. ) Capacity (Ibs.) minimum Capacity jibs.) minimum thickness (in.) thickness fin.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 fl. 24 x 24 576 3,700 6 3,700 fi O O 30 x 30 900 5,600 8 5,800 6 O s--1 36 x 36 1,296 7,900 10 8.100 8 42 x 42 1,764 10,700 Note . 10 10,700 10 48 x 48 2,304 13,300 n=ta 4 12 13,600 10 16 x 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 G 24 x 24 576 5,600 8 5,700 6 00 30.30 900 8,500 x=u . 10 8,900 a e-1 36 x 36 1,296 12,400 4=t• 4 10 12,600 a 42 x 42 1,764 16,500 n=t• 4 12 16,800 n=s• 4 10 48 x 48 2,304 Z1,200 n•se 4 14 21,600 x=s• 4 1Z 16 x 16 256 3.400 6 3,400 6 20 x 20 400 5,300 6 5,300 6 N 1 24 x 24 576 7,600 8 7,700 6 O O O 30 x 30 900 11,700 o1= . 10 11,900 8 N 36 x 36 1,296 16,700 Nos= . 15 . 16,900 x= 4 10 42 is 42 1,764 21,700 x•t• . 18 22,700 =s• 4 12 16 x 16 256 4,300 6 4,300 6 a 20 x 20 400 6,700 6 6,700 6 O O 24 x 24 576 9,6W or• . 8 9,700 6 30 x 30 900 14,800 1=1• 4 10 15,000 8 IV 36 x 36 1,296 20,700 =t• . 12 21,400 x=,. 4 30 16 x 16 256 5,200 6 5,200 6 1. a 20.20 400 8,100 •=r= • 8 8,100 6 O 24 x 24 576 11,500 nor• . 10 11,700 6 19,300 x,.. 8 � 30 x 30 900 nm, 37,800 . 12 ' 36 x 36 1,296 25,400 xm• 4 14 25,900 r • 4 10 16 x 16 256 7,000 6 7,000 6 N a' 20 x 20 400 10,800 nn• . 8 30,900 6 ' G 24.24 576 15,500 n,x. 10 15,600 8 30.30 900 23,300 = • 12 24,200 Nose 4 10 � 1. The footing sizes shown are for square pads and are based on the area (in t), shear and bending required for the loads shown. other configurations, such as rectangular or circular configurat'ons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than the thickness of the fooling. 2. The 6 in. cast -in -place values can be used for 4 in. unreinforced 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 8,030 lbs. for 8 in. x 16 in. single stack block and 16.00016s. for 16 in. x 16 in. double stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6. On the frame (I-beam) a single stack block pier shall not exceed 36" high (see footnote 4 for ma.unwm capacity) and a double stack block pier wish interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single slack block pier shall 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 professional engineer or registered architect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. A85 plastic footings (padsl shall only be used in accordance with the pod manufacturer's mstruccons and must be certified for use in the soil classification at the site, listed dnd labled for the required load capacity. a SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCAnoNS DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX 368 AND oRArANa ARE ORIQNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF dACOM MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 ❑„❑ RTC. suai MATERIALS; ARE mvIDED m THE ❑00❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REaAQIi FOR SPECFIC PURPOSES AND YUST ff KEPT dxFndLLAL AND WU FROM OIHM DRAWING NUMBER: SU-01-0002 (09-30-08) 5 SEE NOTE #6 SEE NOTE #77 (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 I #2 -.--SEE NOTE #4 --� I NOTE #1 \-NOTE #5 SEE NOTE #3 i TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE: DRAWN BY: DATE: REV. 50c JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE BLOCKING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01 -0003 6 SEE NOTE #7 SEE NOTE #6 (2 1 (3) I Lol SEE NOTE #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME )-BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY -CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 XCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR. PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ AND DRANiNCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TRIPLE WIDE BLOCKING - ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0004 7 8 cti1-61—£a) s000-io-ns aWN "vHa van ma 13M aw 7dLN3MMIo M numm 9£1L-W (£19) 3NOHd 'a 311511I apt S3MlH MAIN&= 969h£ tl01901i MH AL3NS 9NI��OlB IdNOLLIaOb 3'llLL 9NILY1ia AL S al aNM MN SMM" NI OOW AD `°IM'M ONFY1LmYd1YIYfl Ni;B00N' IM sx9�LYF1 NUIGmFDO a!N 'utvl�laoaa 'ttlllfNO 99£ xoe o a �'N ari SMv� 3M S3WOH IV39803V ' 00-t1-6 V IMM ,AM -LYa 'As NNYaO .ELox MW Wn 9q SW ZWQO-" OW ITM-" QL WM .. 30 •ryas M 'sU IM .141 lMa yo A TO lv Mld *MFMSAmps PUV cm a0nmumWO AUM > SM 3LYMVMM 31YH SM '01 NYNL MLYM WdS M 3MI 9MLYR WOM SI OM" H L31ML3d N3!M I 'M 3HL OL T3iNLIYd N05Rip QkLr X H1M aMUM 38 ISM lWdM a3LM'Mfld M On RM 5 l wsW Pad I60M LL pow M 'xm -oU .91(sum v 39YR1 * Sy001t nL Hi m O3lY103N SI own iI3Lvm i b IOZ OZ �It1W "V 31 MdVfl M" M M OMMW ANY OL UM M 3W WN N19TA0 t cc llilatlR O'0 .911Y 03LVM am m m Wa 3NL M .11 FILM W LSM' an NO= 3LYOM T C rm — No Mid m .91 x .91 mn 3m OLLYODI sv a311f1O31 own 7YIgI m 3HL mi •1 :S3lON a°". u36IAga O 57 M a3MA NWI NI MM MIA 3OVWR W TWM9OB of TN&U) IM RLISAS WH T3t1i1 3M 7YAOS&N VWO 91OWS XVM 810 NO .M (STiMM OW MM M) Mlr1O3a SI DNDM a3131M0d ING 5NUUMS HW-M WCA 38IIYl LJMIJ b-.SL IIDA 31DN 9NIN3CnH lVrJl3d9 .. (SMOaNA .i/1 W 31dulf M TWA aW 30 AVM 9N0 " 3M) (WO N M31Y38D a0.09 S13NOO H1Ye aL s311dd11) Wm 39VRIMVW v TLVM301i 9NO7V mIMMISM3 ------ l__ "o 1 "no 'Oro A -IWM 39VIMUM NO T1VM3019 1V HILL N3OMV9 IIOMM W 3WVMi V AH =1MOdd a /F1wm FLMOONUM A.IH T UMB TLV Ol M nd" OF11V i1Nl XYA -3.0 .19 0WYdS SEW M38 AY8 WA SM 035s3'J31 Ai ��� , W SWERM 03Fii373M d0 ON3 H3V3 (H1d30 IM SO a0.91) XA '0'0 A GALS Said 38r a SYM a3SS M �t 9NVU3d0 FEM IMAM ONV ON3 H3V31V mM117MM riM31d SM00?1M .Z/1 ft No 80 Z STTVM3919 NO mLV3Ol swoon IM39UMDO TLV dO MIS H3V3 VMNn TI M 39YIMMVW MO lwM3OSH 1V N3MOHS MO/MIV HILL 3M ANV W-10-M of am EXfflID A V a3ar M ONMO19 SERIOd 3L113N WV38 1SOH TLVM 39V1NMVW MO TIVM3mm No 933V1d31si 'dAL Ism &m m mal [Sam LFii101 ONV FiFIJaUYI MOOiL T11/ - lVnWN i1H1 M 031OM M 9NO3018 MMUU Ol IYOWOHV NI it 9NIL1]OlM i1N11 5H10IM H007J 77d , - 9NI313078 H3.131NIH3d 0,113H 7.,00d PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORD COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 15x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-D0051 (SEE SU-OI-OD05.1 FOR 1B4" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE —FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER 1HE MANUFACTURERS NSTALLATON INSIRUC IONS AND MEET THE MINIMUM PIER CAPACITIES SHOW ABOVE 3. ALL 010 REOUIRELENIS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. L u 'fl z o MAR 19 2014 � O a Home Construc=tion Q Federal Manution And Safety Standards Mm DRAWN B : DATE REV LETTER: JACOBSEN HOMES mx sP=CA7I0NS MAW =ARE ONM'kL- PROPREFARY, AND C0NFDw9L YOUNG 11-18-2011 JB DRAWING TITLE P.O. BOX 368 NATO S OF JACOBSEN MANUFAC IM INC. MM li(MAIS ARE PROVOM M THE PERIMETER BLOCKING IMP —DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 Emu FOR 9MC KNIM fS AND WSf BE IEPT COfFiDENTIAL AND BEGET FADY OIWd DRAWING NUMBER: SU-01-0005, 2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS , BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 3095 PHONE (727) 726-1138 NOTICE 7HM STECIFICA7M AND DRAMNOS ARE ORNI & FROPRETARY, AND CONRDEN7IAL MATERIALS OF ,IACOM MANLPACT OV LNG SUCH MATERIALS ARE PROMa 70 7LE FIELPIDR F7R SUM FViPM AND MIST E KEPT CM&lWaAL AND SMU FROM ODOM 11 COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A Y.. M.T. I DATE 05-20-06 BLOCKING (PIER) LABELS MASER: SU-01-0006 REV. LETTER: B (09-0�.12) ADDITIONAL RECESSED PORCH BLOCKING VMS OLOC U 511 AODITIdd a awn REp O it m "UK) v I •7 I' RECESSED PORCH USE DETAIL V ONLY NO OUTRIGGER 5 ON FLOOR JOIST DIRECTLY UNOER Pon POST I lal Ir � 7•„• pwdif, fill pra■ • 3' UM AM 'W-RECESS PORCH REMIRE PUS r71 W 1 • TUNO AMED (AND PUS AT •1n POSTS)SHOWN i' SPACINGO.C.AT 11ARMAGEWALL MI OISUNCE MUM EDCE OF PURL AND EDGE MAY NOT EXCEID DEPTH OF TYP. PORCH POST---m FLOOR JOIST (5 ttt) 51 2' UAX. Ti?. PORCH FLOORNG PORCH FLOOR JOIST DOUBLE PORCH PERIM :(2) 2 X 6 PT X It M TE-DOWN STRAP 'Ile 8RO6ED BETWEEN 2 TV (SEE 011b DETAILS) PORCH FLOOR JOISTS M.PER(6'X6'x16"j IC IC WN. PIER PAD CROSS SECTION VIEW Al TVP. PORCH POST TYP. PORCH FLOORING -�- PORK FLOOR JOIST (2)2X6PTxlC-ML BWO BETWE1212 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' TIP. PORCH POST TYP. PORCH FLOORING ' PORCH FLOOR JOIST DOUBLE PORCH PEIMIETER RALrm. 2 X 6 PT X 18"1@L DI2I1 BETWETII 2- . M. 11E-001Nt S1RAPRCH FLOOR JOISTS (SEE OTHER DETAILS) (B" X 6" X 167 IC X 16" UK PIER PAD CROSS SECTION VIEW BI M. PORCH POST �,NO7E: DISTANCE BE710 EDGE OF TV. PORCH fLOOfiQIG ---Z PIER AND EDGE OF PORCH POST PORCH FLOOR JIOw MAY NOT EX® 5 1/2" (2) 2 X 6 PT X IC Ilal BRR O kTT1ETrN 2 M. TE-M STRAP PORCH FLOOR JOISTS SEE OTHER DETALS) LONGrUMINAL. VIEW B2 DETAIL ' B' NOTE•.•..... ��'SI)=1Qti 'L oAPIA APPRWAL• LAOOINNAL BLOd011G REOIJStED AS NO010 ABOVE (USE 16' x IC Pill Al., t. 0 j� C) i•� �. 0 APPROVED BY PADS CH 1000 PSF SOL GPAGT1r} ~ BLW= ILiOfR PERDIEIOI JOIST OR VWK S t/2r OF END OF IC aty - D• �• : �. Dec 13,2006 2. LOCATE 1 PERL a BLWW 5 RED UNDER POfn AT EACH POST (N- at UXX) ~.Ar ! jZi �Q a INC. {. AODIDOIAL &003t REO M AS mwATED ABOVE UM CENTER OF ADDED I -VAN Y (61- at UAX) i v 11�i G O j /v !' i �` j FEDERAL MANUFAM ED HOME oalsmurnoN AND SAFETY STANDARDS S SEE OW DETALS FOR ODER REO M BL000NO LOCAlONS UAY DUFER N 9}F FR04 1WN HOUSE I-BFAEL' t�'0 �.,• Q P.IOQ, 1 �► : ` ��� /.t+i •••• ••.Y.� 6 AM I -KM AT POR AXLE W WAL• J�\� JACOBSEN HOMES N041C8` 'Iasi � � AID AMR.P.tt-2a iIQ% -B11: OAX, -os REV. LETTER DRAWM JIXL- ADDITIONAL RECESSED � PORCH BLOCKING ONUM. 7'WWTMx AW CON1IDD11A! 71AMULS W JOMWO UNWACRM P.q Box 358 SAfEiYow 7 OYA38 95 X M MA78Wls AM MM TO = Mo my nm a*= ' DRAINNO MIIIBEit SU-01-0007 (mo) ooa�aoEnAL 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was !requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in th6 following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 0titurill9e"11 John C. Doeden, PE 45484 15133 CR 22 . W Goshen, IN 46528 i m Phone: (574) 825-76%p%; STATE of : "�� 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') 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 PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 NOTES: 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: , 26 WIDE MAX WINO ZONE 2 OR 12-An EXP. 8 SITES. 16' WIDE MAX MHNO ZONE 3 OR 14WPH EXP. 8 SITES 2. MIN. BRACKET LOAD CAPACITY FOR WRIICAL TIE -DOWNS IS 24501 WIND ZONE 2, 29601 WIND ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 16" O.C. E 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORtDA 34695 PHONE (727) 728-1138 . j�.�i�• f�.� s J 0 OF : Q 'Poo P., nlE!E SKOIi AIMS AND DRAMS W ORIO➢UL MWRIETARt AND CO MTLAL MAIERALS O/ JACOBSEN MANIlFACIURNC RC SUtN MARDRAIS ARE FROMRED' M RNE RECrof TOT STwc /MrDm AIO ma RE K" CONRR]IRAI AM SEOET TROY O'rAm 14 ALSO MEETS NANNONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.l APPROVED BY Jan 20,200- INC. FEDERAL MANUFACTURED NOME CONSTRUCTION AND SAFETY STANDARDS D.M.T. I OAK: 01-10-07 RFY. ATT. TO HOST BEAM R SU-01—ODOB BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE 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 ATE THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. I MULTI -WIDE UNITS MAIN I -BEAM BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER HEADER 1 7 AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT.THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4° (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. 0��0 JACOBSEN HOMES ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFETY 726ID1138�95 NOTICE: THESE SPECIFICATIONS AND DRAIANGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ING SUCH MATERIALS ARE PROVIDED TO THE REOPENT FOR SPEOEN; PIEPM AND MOST BE IVT OOIFIDELIM ND SEW FROM OTHERS 15 HITCH HITCH DRAWN BY: DATE D.M.T. 10-10-08 DRAWING TITLE TEMP. BLOCKING DRAWING NUMBER: SU-01-0009 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" WIDE 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" ..' :.` T � 30' MAX T (TYP) XX Q Q NOMINAL 16" X 16" - SQUARE PRECAST00 T CONCRETE FOOTING °O d- 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONIC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN.. REQUIRED) CONCRETE - NOTES WVINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN;, ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. C WA- — f at tttttltnrrrrrNryr NOTES: EN` C�Q:•'C,.STER DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND z �'�� No. FO •. APPROVED BY SPACINGS' 910334 c •� 2. 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 �e� * - ABOVE FOR FULL LENGTH OF HOME 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MA)OMUM OPENINGS OF W � �Q�'• P;: ���: INC. AT MATING ��, p► �� FEDERALMANUFACTUREOHOME LINE OF MULTIPLE WIDE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. �.'•.N .• �i s�' • MRlMIQ111 IsIrr,$lApfDAROS JACOBSEN HOMES TREsE sPEancNTwNs`/41 ORATm ARE '"� BY' M.T. DATE 2-8-99 P.O. BOX 368 MOM PROPRIETARY. MO CONFIOENDAL MATERIALS OF JACOBSEN MANUFACAMINC INCwe SUCH MATERALS ARE PROM TO THE DRAWING TITLE: 16" x 16 PIER SPACING SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 REOPIW FAR SPECAC MWOM AM WST BE IVI COWWOM L MO SE00 FROM OTMM DRAWING NUMBER: SU-01-0020 17 ALTERNATE MAIN BEANS PIE (r x r z 16' HLiL.O j( Cd(CiETE jiAsol�tY TF;000S) (!p �iTTAR 0a QT011T TTEOURED) WA FRO I-0E4 �RtEAUY USED FFat xElli,�i 4` x 9 � � �p (Sl 1�I a PIERCM —� non maim UCER (SEE NOTE b) ®gees®®B9AD®�o _ �00 ®�.O x or 1 166' pus VM L SI GLE STACK BLOCK PIER �a<G SF•°��o��® ( AR TO A�( BEAV) ••11 8,0� LBS Ax CAFAWMEE 1y01E 0 No 45484 ° o A 4 � L STATF C: F 1i X e X 16° CEFi1D VAS04RY BLOCKS OTH OPEN CELLS VERTCAL DOUBLE STACK BLOCK PIER 14000 tETS, CAPACmr (SEE NOTE 0 A 12) d' x t 2 11i HDILO* CONCRETE BLOCK IS 9K11K NEAI.OTFSETS,4R11�) THE TOP TO THE DO OF Tiff PER SST 40T Elm I ft. 1r x 1T' 116' KLLO# CONCRETE BLOW ARE SH* H"TAL OFFSETS FROV THE TOP TO THE BOTTIN OF THE FAR 0 40T EW D 11t. FLOOR WDTH MAX. MAXIMUM I -BEAM PIER SPACING (CONMOLLED BY Pa LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144 *DE FLOOR 2428 LBS. 3488 LBS. 4548 LBS, 5608 LBIS, 160" *IDE MOOR 2661 LBS. 3838 LIM 5014 L OS, 6191 LBS. ISC *DE FLOOR 2961 LBS. 4288 LEM 5615 LBS, 6941 LBS. PIER LOADS INCLUDE PGHT OF PIER UP TO 250F - ADD DIFFE"pt Wwj PIER I IS GREATER NOTEt UNIT *DTHS INCLUDES A 6. OYMANG ON BOTH SIDES VAWUY, (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) DEL % SU-01-0wo FOR PIER SPAKTNG 1iEN 16° x 15 PIER PADS, 00 USCG 16` x 16" Imi PER PADS OTHER iFIAN COiKJiETE 1F$Y yUST BE USTM AND CERTMED TO EXCEED OR BE ETIUAL 61 V4 PER CAPACITY $ #0 U94G PER PADS THEY VUST BE LISTED & CERn11FD TO EXCEED OR EQUAL 04 PER CAPACITY 3, START I -BEAU Rat SP HAR24r TRW EACH E* T ABOVE FOR FULL LEOF DIE D OF HOWT EACH 1-" AIp VAl4W SPAONG 9* At C 4. ANY PIER IOWTS ABOVE 6Tr VbsT BE DESIGNED BY A P.E. OR ARCI ITECF & CAPS �VUST BE SAE LOJGTH Atf #DTH AS THE PIERS dt THEY BEST. 6. HAARODEED PLATES N0= J*PICAItt OR 2 OR 4 tp Nd�{AL SOLID cd�E TE BOCK VAY BE UI 20 PSF ROC 10 PSF D.L. APPROVED BY INRevised Oct 1*7 2008 INC. FEDERAL MANUFACTURED MOMS CONSTRUCTION AND SAFETY STANDARDS i�st SK"%,ASIMR ORApf BY.AEi�L 0,A DATEt 2-8-99 REy, LEiTEfi: JACOBSEN HOIV�E� TITLE' ALT. MAIN BEAM PIERS B P.O, BOX mTh Milo Alm �p ACRE SAFETY HAHAR` OR� FLORIDA 93 ��gm a �t G SU-01-00210-08-08 1 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 #4, 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #41 184" WIDE FLOOR, 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LEIS 3556 LEIS 4444 LBS 5333 LEIS 6222 LEIS 18 1/2" X 18 1 f 2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SQ.IN) MAXIMUM 1=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 #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" .79.1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LEIS. 5942 LEIS.7130 LEIS. 8319 LEIS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: ,��.. DAPIA APPROVAL: I. PRE -FABRICATED PIER PADS MAY BE USED AS c- r y— ( f FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 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.ON 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ':'� ' / OCT 1 Y A HOMES INSTALLATION INSTRUCTIONS. •.• r~., ". INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR ,••. 12' I -BEAMS (24" MAX. FROM ENDS). FEDERAL MANUFACTURED HOME roNsTRuCTION AND SAFETY STANDARUS HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV, LETTER: DRAWING TITLE: PRE-FAB. 16' k 18 1/2" PIER PAD SPACING / NONJACOBSEN P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0023 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIRENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 20 18" X 22 PIER FOOTER SPACINGS* MIN'. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) �20" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE,NOTE #4 SEE NOTE #4 �44" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE q4 60" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE a4 �84" WIDE FLOOR** 43" 68" 93" 117 1/2' SEE NOTE #4 SEE NOTE #4 IN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS' 8242 LBS 9616 LBS I 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQjNj MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2' 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE g4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE b4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 94" 119" SEE NOTE N4 SEE NOTE y4 RAIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 tN I� s e �1OTES: TO THE CONCRETE EN` APPR'L ryyt,' • `l 6B' •',STE•''•:t y�i, DAPIA APPROVAL: 1 c� G,q�c, PG' S - 1 PRE FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �� Q4 �; G ,�O •,• '� cc J 0 THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a 9109�4 ••L APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �•s _ {h PIER CAPACITIES SHOWN ABOVE. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t •'•T� (` HOMES INSTALLATION INSTRUCTIONS. ' 10' FOR UNITS PATH 10" OR ►,J INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 4 12" I -BEAMS (24" MAX. FROM ENDS). '� `• EDEl h1ANUFACTUREO HOME 'DATE: •' VnIcArrry • "r- JACOBSEN HOMES NOTICE. F u41 THESE SPECIFICATIONS AND DRAWINGS ARE 18 BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18' X 22' k 20" PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY. AND CONFIDENDAL MATERIALS OF KCOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE — DRAWING NUMBER: SU-01-0024 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 RECPIENT FOR SKONIC PURPOSES AND uuST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 21 17 3/16" X 25 3./16" PIER FO.OTER SPACINGS* (MIN. '432 7/8 SQJI a 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 y4 144" WIDE FLOOR- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y41 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE Q4 SEE NOTE #41 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. I 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 #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 �I 160" WIDE FLOOR** 74" 115" SEE NOTE q4 SEE NOTE y4 SEE NOTE #4 SEE NOTE p4 184" WIDE FLOOR- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 , 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 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV :.• ffo,., •!a ," 11 Z`�` �iQ. " Gti'� -, "' '' "" 4'F� DAPIA APPROVAL: 5 Lz t P6 �TY_ FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. fj`� No. s ��, p;— 14, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 = = j'PROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 4,.w.m PIER CAPACITIES SHOWN ABOVE. r ' AL• -o •• STATE '� 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. FOR UNITS 8' I / 10' FOR UNITS WITH 10- OR �y�(j�•. AIi, •• `^ INC. 4. MAX. PIER SPACING 8' WITH -BEAMS 12" I -BEAMS (24" MAX. FROM ENDS). EDERAL h1ANUFACTURED HORSE, ❑❑00 T A C O D S E N HOMES 1� ,f E S J Hli 1JsJ LV 11 1Vl NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING �„ P.O. BOX 368 SAFETY HARBOR, FLORIOA 34695 ORIGNAL. PROPRIETARY, AND CONFIDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECK PURPOSES AND MUST BE DRAWING NUMBER: SU-01-0025 EJEJEII PHONE (813) 726-1138 KEPT CONNOENTIAL AND SECRET MOM OTHERS 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) 120' WIDE FLOOR-- 113 1/2" SEE NOTE q4 SEE NOTE $4 SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE N4 SEE NOTE y4 160" WIDE FLOOR.. 87 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 SEE NOTE q4 SEE NOTE q4 184" WIDE FLOOR** 77" 1 119 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. T9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTHSIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN A OV'LIr �•• 't�•. .• tp Q',• '�\$TF.q �`i' '� OAPA APPROVAL 5�� LAgL�• ��- 1. PRE -FABRICATED FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 910334 ! e ' ' = APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN Q .0 S Ar �� OCT Y HOMES INSTALLATION INSTRUCTIONS. �� ��' ,� �5+���1• NIPINC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10- FOR UNITS WITH 10' OR 'f 12' I -BEAMS (24' MAX. FROM ENDS). i FI1F ! N1IFAr.TIIArr t. r JACOBSEN HOMES NO THESE SPECIFlCARONSHNo DRAPoNCS ARE 'DRAWN BY: D.M.T. 0 'YSTRUCIIONAND F 09-22-01Ot Y a'IQQ DRAWING TITLE: PRE-FAB. 26' PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, ANO CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-01-0026 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEOM PURVOSES AND MUST BE KEPT CONFIDENTIAL ANO SECRET FROM OTHERS. 23 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 589 89" 120"*** 120"+** 120"*** 120"*** 1 144" WIDE FLOOR** 50" 76" 103"*►* 120"*** 120"**► I 120"►►* 160" WIDE FLOOR** 45" 69 1/2" 94" 118"►►* 120"*** 120"►** 184' WIDE FLOOR** 40' 61" 83" 1(?¢'►** 120"*** 120°*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 I PIER PAD (CORNERS MAY BE ROIkVDED) TY ch PIER FRAME I —BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD ee��e®D9®®BD®eeg®0 ® 00 °^ to E A NOTES " ° 1. PRE -FABRICATED _ PIERS MAY BE USED AS AN ALTERNATE TO THE CONCi1E m SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE WALLED PER THE MANUFACTURER'S INSTALLAVOIN INSTRUCTIONS AND MEET THE MINIMUM o ® e o PIER CAPACITIES SHOWN ABOVE 3 ALL OTHER ER REQUIREMENTS NTS ARE TO JACOBSEN ADHERED TO AS SPECIFIED IN THE JACOBSE HOME�✓ 4. 12- HEMS. (24PIER GMAX FROM ENDS —USE 1/2 THE MAX PIER SPACING IFTHEPIER 10* OR ®�geamA�e®ad d SPACING IS LESS THAN 48' O.C.). REF. CALC. PG. C-SU - 19.01 DAPA APPROVED BY DecINC04. ,2009 MANU ME FEDERAL CONSTRUCTION D SAFETY STANDARDS CONSTRUCTION AND SAFETY STANDARDS NoncE. DRAWN BY DATE: JACOBSEN HOMES 1� 9PEORMIM AND DRAVRNM ARE M.T. 11-23-09 OING4IAI, PROaROETAIIT, AND caNROENOu DRAWING nTIE: 17 X 22" PIER SPACIN P.O. BOX 368 uA7ERUts AI dALS AM YNWF 70 THE p1C BICFI lG1ETCALS ARE PRONOD] lO 1FiE SAFETY HARBOR, FLORIDA 34695 ImppIBIT FOR B'EDRC PU9P O MD lust BE DRAWING NUMBER: PHONE (813) 726-1138 NWT CINRO M AND SMW WN OTi K SU-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w 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. C\2 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' A 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 in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lb,. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 7lbs. 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. 01) 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. MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 1 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. Co MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs NOTES: Q1 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. Q SEE NOTES: 02 . p3 , AND p4 UNDER TABLE I, PACE SU-01-0040. Q3 FOR ALL UNIT MOTHS. USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/'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 001H SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) 05 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. eo No. o 910334 -o '•. STATE OF r' W VANDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY 101ANNUFACIUREDINC. HONE CONSTRUCTION AND SAFETY STANDARDS 'f MAR 0 1 1999 J AC O B S E N HOMES , 0 ^� DT: B.E.M. UA1t REV. LITTER: THESE SPECIFICATITIOONs[A oRAwRNcs ARE 2-6-99 low P.O. BOX ORIGINAL PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANFACTURINC DRAWING AWINc TITLE* ply FOOTER SIZING CHART /� A Wt SUCH MATERALS ,IRE PROVIDED TO THE FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDARI 34695 RECRENT fat SPE= PUiPOSES AO =1 6E DRAWING NUMBER. PHONE (727) 726-1138 KEPT CONfMITAL AND SECRET FROM OTHERS -SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM Q PIER SPACING SOIL BEARING PSF CAPACITY © 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 QQ ( PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM Q5 PIER SPACING SOIL BEARING PSF CAPACITY Q © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 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. SO 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. CALCS. GWFI- 05-,01- No. o 910334 ? .o TAT Fi OF J A C O B S E N HOMES THESE SPECRFlCATWNS Z DRAWINGS ARE ORICNAL PROPRIETARY, AND CONFIDENTIAL P.O. BOX 368 MATERIALS OF IAC08SEN MANUFACTURING ARE PROVIDED TO THE I SAFETY HARBOR. FLORIDA 34695 RECFIENT FOCH R � MFOSES AND MIM K PHONE (727) 726-1138 KEPT CONRDFNRAL AND SECRET FROM OTHM ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. �? 5-, 02- APPROVED EY IN'P INC, FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANOAROS MAR 0 1 ig9g M.T. DAM-2-8-99 REV. LETTEf FOOTER SPECS CHART A SU-Oi-0040 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 W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). OOE7O JACOBSEN HOMES 0❑o❑ P.O. BOX 3se �„� ❑❑❑❑ HONE SAFETYHARBOR7261D;384695 NOTICE: DRAWN BY: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TI MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING Ni KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 27 S.A. 1 6-6-94 _UMN SUPPORT SPANS SU-03-0001 SET UP NOTES (CLOSE UP) YOUR HONE 18 EQUIPPED WITH A FACTORY INSTALLED MATE LINE QASKET.i 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 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: � SPEagCAIONS AND DRAINNGS ARE ORMIAI, PROPRIETARY, AM CONFIDENM MATMALS OF JACOBSEN MANUFACTURING DIC SUCH MAMdAIS ARE PRDYIOED TO IM REUPINT FOR SITM AND Misr BE NEPT C@FIDENRAL AND SECIV FROM OHM DRAWN BY: M.T. DATE 12-22-94 DRAWING TIRE: SET UP NOTES DRAINING NUMBER: SU-05-0001 28 REV. A M-12-08 3 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦` I MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I . �I I I� I I I I I I •nun ryll„ I nni,. I ,I�n,. "I�In IUn< i •uu. ,u i i i — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. 0=1 00�0 0„❑ ❑000 JACOBSEN HOMES P.O. BOX 368 SAFETY PHONER(7027) F7261D11384695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECKEPITIENT FOR CONFlDEN�LAM SECRSES AND MUST BE ET 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.) DRAWN BY: I OATS.A. DRAWING TITLE: EXTERIOR ROOFI 6-6-94 1REV. SU-05-0010 SHINGLE INSTALLATION c � 0 SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. oDOo JACOBSEN HOMES �Et P.O. BOX 368, 901 4th ST. NORTH SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE SLAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET-UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET-UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLE 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXT TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIP 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF. STARTER STRIP LAP SIDING APPLICATION DETAIL I ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRANTNCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND,MtkT BE KEPT CONFIDENTIAL AND SECRET FROWOTHERS. DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP 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 VENTILATION PER EVERY 1500 SQUARE FEET. EI�EJ0 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAINNGS ARE unAt/17 01: O.A. UAIC: 06-06-94 RLY. LLIILI(: ❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWNG TITLE: EXTERIOR SIDING APPLICAl10N ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HONER(727) FLORIDA 11384695 IOT C FIDENDAL AND FIRM OTHERS. DRAWING NUMBER: SU-05-0030 (09-30-08) 32 APPROVED BY N194 i U� i 31�i INC �x Rioiz _I�r�l..!_�-nOr.I Cuuy�4 v��:y►.�c�►.�1 _ �k�*ptn OrrH (MIN) _. ��I►J� «ls�...,�; ;awl �sy� �) ...(_ Qom° rfi�l. v�►.fYi_-�-Jlra�1��� - 14"Ir46T r l- J I-�ro[�� xylvWza��Jx I ki'_�(�-rr op L �'f g�t.�: ntrs �•v. TYi'G-vtN1fL 5tfltuG� tNst�LL.kLiOAI 11. kN..k7=kT JCA F'PROVED BY JUL 1 3 1t INC Ex j �2iorz VJ.AL-t- e 11� nQtJ (u►av*Ryll:Yn.�plW.) OVA (D%"GR ma Tv ti jlJGYa V,I TH ' _ 1G�si� )f1�ll�'Ri 2.� lES 1Z u6�21 �(zM AS n Ep I VeT,� l' 0 o c Fn6TMr1 \AWLK 6=106t r41TH- . - I- IloL�rlr. xtilvr�a-t►� x �.l�z' `�a� ICo"o.G. INro�Utx� CMIIJ.) 50-aS-0031 P-Te` -7A4/94 tY: kW' yL•o+.-fir ►.tl"5 �•v. Tyr- \ANT✓ -57M5 'INSTPLLAT-10►. - MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE ' AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE . DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 MOBILE HOME SETUP TIFDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE. HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3,150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT, ANCHORING EQUIPMENT— (WEAT7ERIZATION) 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 L OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE' THROUGH THE SOIL WHEN LOADED WITH THE' FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND, AND END TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST 3E LISTED FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY INJUL 1 INC FOW cow in SA NOTTNAPPOLI D TO TIE —DOWNS TALTERNAT LTRAPS ON ONE Y ON OPPOSITE SIDE OF SIIDES, THEE HOME MAYY. BE ON NOT PULLED OFF THE SUPPORTS. 6-6-04 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. NOTICE: DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS -. ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 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 1 /2" MINIMUM - 150 AMPty— 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 I HOT' NEUTRAL GROUND 150 2 NO. 1 I NO. 1 NO. 6 200 2 N0. 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THESE spEanCAnau uo DRAWNGS ORIGINAL, PROPRIETARY, AND OONRDENIAL MATERIALS OF JACOM MUFACTURING INC. SUCH MAMAS ARE PROVW M THE RECMT FOR SPEORC PUNPOSES AND MUST GE KEPT CDNFDONTUL AND SECRET FROM OTHERS DRAWN BY: B C.K. DAB 03-30-12 R� . LETTER: B DRAWING TIU- SET-UPELECTRICAL DRAWING NUMBER: SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES -MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES THEM SPEdFlCA'DNOTICE: ONS AND DRAXINGS ARE DRAWN BY: D.M.T. DATE 05-25-06 REV. LETTER: DRAWING WILE ELECTRICAL CROSS -OVER ��❑ P.O. BOX 368 PROPRIETARY, AND UFACT RIG ORIGINAL,MATERIALS MAIERIALS OF JACOBS£N MANUFACTURING C ❑T"❑ INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-09-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REC✓PIENT FOR SPEC�IC PURPOSES AND W1ST BE KEPT CONFIDENTIAL AND sECRET FROM DIHERS. O9-Z9-O8 40 WIRE FROM TO GROUNDI #8 BARE CC OUTRIGGER MOBILE HOME SET- UPPALECTRICAL GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE- PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER --` f 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. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAVANCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 DRAWING TITLE: TYPICAL ELECTRICAL. GROUND DRAWING NUMBER: SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑,m❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING LIGHT FIXTURE INSTALLATION INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0030 42 MOBILE HOME. SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TESTIS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES ❑❑O❑ ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFETYHONER(727) 7261DA384695 NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 3-22-95 ORIGNAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE - MATERIALS MATERIALS OF JACOBSEN MANUFACTURING PLUMB. CON. dt GAS TEST 'H\ INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT T CONFIDENTIAL AND FRROOM OHM DRAWING NUMBER: 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: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 09-29-08 ❑❑■❑ ORIGINAL, PROPRIETARY, AND gNIFlDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS AT RIALS AM MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEanc PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 ID:PT CONFIDENTIAL AND SECRET FROM OTHERS SU_1_0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING �vr= DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL I ORIENTATION / USE SAN. TEE I 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. (e _ff 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 � = � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PR041OED TO THE SET-UP KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11 -0010 45 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i i 2" i 3 � O� D i � 2" ALT. VENTEDW.C. 3" DROP / TYPICAL 2" DROP 3„ / `INDICATES 3" BOTTOM / OF HOME i i i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED W.C. DROP i CONNECTION) f INSTALL FULL SIZE � 1 1/2" 2" CLEAN -OUT IF SLOPE 2„ O IS BETWEEN 1/8" & 3" O 1/4" PER FOOT USE OD IF CLEAN- 3 0 3" OUT IS NOT NEEDED TYPICAL 3" 1 1/2" DROP O / i 3" i 3" 1 1/2" 1 1/2" O �- MINIMUM SLOPE 3" 1/8" PER FT. FITTING SCHEDULE //j / 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 FF WATER HEATI i / SECTION i i i ,,,,-3/4" THREADED INLET /4" DROP 3/4" TEE AND / FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INLET FIELD WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. INSTALLED ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0005 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER VVf11 LI\ VI\VJJ-VVLR (,SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES I TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER 1-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED .AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND ORAYANGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: C.L.Y. DATE: 10-23-95 DRAWING TITLE: WATER CROSS -OVER DRAWING NUMBER: SU-11 -0020 47 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER ,SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y FITTING L�L I AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEgFlCAIIONS AND DRAN7NGS,ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING n �` ❑,�� P.O. BOX 368 INC. SUCH MATIEWARS ARE PROVIDED TO THE '/ DRAWING NUMBER: 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECFlC PURPM AND MUST BE ENRAL AND SECRET FROM 01M IVT CONFIDSU-� 09-30-08 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS, SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE o 0 1 1/2 INCHES. ' ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND 'CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND ;JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE . AND FITTING WITH AN EQUAL ' TAPE OF JACKET EDGE WITH EQUAL TAPE SPLICING WIDTH ON EACH. I WIDTH ON EACH JACKET. LAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A) FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BandEf FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES EDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN (PLASTIC ADEQUATELY CLAMPED. CONNECTING OR SPLICING APE & CLAMP FOR LOW, MEDIUM IR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR 'LASTIC CLAMPS** SPLICING A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. D) PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ++ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE UKAWN LIT: S.A. UAIt: 6-6-94 KLV. LR (ILK: ❑❑.❑ ❑„❑ ❑❑❑❑ 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. DRAVANG TITLE: MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: SU-1 3-001 0 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. NSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ �EIIIIIIIIIPFE ❑❑❑ JACOBSEN HOMES P.O. BOX 368 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - NOTICE: THESE SPECIFlCATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFlDENTIAL MATERIALS OF RIALSJACOARESEN MANUFACTURING NC. SUCH MATERIALS ARE FRONDED TO THE FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. UKAYYN HT: R.R. UAIt: 01-21-00 KtV. LtIItK: / \ //�\SAFETY DRAWING TITLE: ELECT. CLOTHES DRYER VENTINGRECIPIENT DRAWING NUMBER: SU-1.5-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON, -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN-` PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) I II IV UL JVrr VI\ILU 4'-0' O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. -% (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ ❑❑■❑ ❑�E❑ ❑❑❑❑ JAC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 N0T1QN THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEiM ARE PROVIDED TO THE RECPIDIT FOR SPECFlC PURFIOSEB AND WST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRANM BY: M.T. DAIE 03-08-07 REV LEVER: DRAVWNG TITLE W/H PAN DRAIN DRAIWNG NUMBER: SU-15-0003 51 WN 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 DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LEI ILK: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFEPHONEHARBOR, RECIPKEPTIENT CCONFIDENTIIALLAAND SECRET FROM OTHERS AND MUST BE DRAWING NUMBER: SU-15-0002 )F7261D13B4695 52 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING 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 NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPEgFlCATIONS AND DRAYANDs ARE D.M.T. 10-31-01 OMGNAL, PROPRIETARY, AND CONFlDENTUL wG SUCH MATEPo ' PROHD�TO TME DRAWING TITTE: BOTTOM BOARD P-TRAP ACCESS B ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFETY HONER( 27 726 11384695 ( > 10T CCOOIFDDENTIAALLAAM SEM FRROOY OTTNSTER DRAMANG NUMBER: SU-15-0010 10-08-0S () L AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) MOB J AC O B S E N HOMES NOS MID THESE SPECF1CAnoNS AND DRANLNGS ARE DRAWN BY: C.L.Y. DATE: 3-21-95 REV. LITTER I OF] ORIGINAL. PROPRIETARY, AND CONnotn L MATERIALS OF JACODSEN MANUFACTMNG DRAWING 71 % HANDLER 'MirP.O. BOX 368 IK SUCH MATERIALS ARE PROVIDED TO THE CROSS -OVER SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REOPIENT FOR SPECFIC HiWWQYS AND MUST BE WT CDNFmITUL NO SECRET FROM OTHERS DRAWING NUMBER: SU-AC-01 CO T. 55