Loading...
HomeMy WebLinkAboutSET-UP MANUALSCANNED BY St Lucie Couni�,. SET-UP MANUAL jA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, 'and cFi l pPyials of Jacobsen Manufacturing, Inc. Such materials are provided to the -recipient for spocific purposes and must be kept confidential and secret from others. i SU-00-0000 l REV 07114 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES. NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE =HAIRLINES CARPENTER'S LEVEL 1 '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 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE 11-21-06 REV. LETiQt: ❑❑■❑ ORIGNAL, PROPMETARY, AND COWDENTIAL OF JA CTO ING DRAWING TITLE: MANUFACTURED HOME SET—UP B P.O. BOX 368 ARESEN PROVIDE THE �� �� �� � PROVIDED � THE NC.MATSUCHS DRAWING NUMBER: SU-Ol -000I ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECAENT FOR SPECINC PURPOSES AID Wm BE WT Caa MMAL AND SECRET FROM o1FExs ( 10-08-08) 1 DETAILS "A" AND "B" MAIN FRAME CMS (DECA ` ANf�IUD� ''••,,�,• 1. 3e MAX. SINGLE STACKED FOR TIffA (stt wait 1) ••••'•••,,,,� HOLLOW BLOCKS AT I -BEAMS. PER CAPPED WITH SOLID` 54' MAX. PIER BLOCK DRY STACKED PERIMETER & MATING LINE. Mo (1IDL 4' THICK) NAT ER S ANY TALLER SYSPPROVED Ir X Ir X 19' CELLED MASONRYBLOCKS '••.,, MUIST BE BY A mm OPEN CELLS VERDCAL = �''•.,, LICENSED ARCHITECT SEE TABLE I FOR PER F007ER 2. OR ENGINEER) MAXIMUM PIER/PAD PROJECTION: Sl2SNG AND SPACING SEE OTHER DETAILS (SEE �n�OR 116116 PRECAST PIER PAD SPACING) ly 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1 /2 I 4. OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS SEE IID7E I TO BE WITHIN 6' OF OPENING REMOYE ALL ORGAfaC ON EITHER SIDE OF COLUMN. AND PLACE PAD ON SLAM SOIL � (WHEN REQUIRED FOOTER SIZE BELOW I= LK PER LOCAL I PREVENTS A SINGLE STACKED CODE LffOUutEmm SEE HOh PIER FROM MEETING THIS, USE t2 DETAILS (DDWON vmm WIDI MAX A DOUBLE O PIER. GOOD 70 28 X X 28 FOTER.) ALLOWABLESOILBBEARING)RBEARING)UP 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.) SEE /3 THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 98LSY 6. ALL FOOTING CONCRETE TO HAVE /��AIM (SFE NOTE ES COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) CAPPED WTH SOLID 7. PLACE 6 MIL POLY ON GROUND PRIOR p RED (D, 4' imm TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) X B' X 11i CELLED MASONRY 8. PIERS SUPPORTING THE I -BEAMS _ BLOCKS WITH OPEN CELLS VERTICAL TO BE WITHIN 24' OF BOTH ENDS TE-DOWN STRAPS AITA - (SEE NOIE #I FOR MAX. PH HEICIM AND NO MORE THAN 10' O.C. TO im BEAM Cams ON = AND DETAO. ABOVE) 9. PIERS MAY BE OFFSET UP TO 6' EACH SECTION TO BE 0=0 IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, TO A DWBE HEADED ANCHOR _ TABLE FOR PER ELECTRICAL ETC. FWD SIM AND SPACNG SPUIFICA71dK 10. FOOTING CONSTRUCTION MUST. / COMPLY WITH LOCAL BUILDING CODES. SEE NOTE #4J I �_�X ALL M� W1M 11. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN DOUBLE HEADED ANCHORi AD ON STABLEBELOW FROSWE PER OPPOSITE DIRECTIONS AND FITTED CODE RE0jTmm \ TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN SEE NOTE 12� DETAIL 'B' SEE NOTE 12 (MIENSON VARIES VIH MAX 1' IN THICKNESS. 910WAELE SOIL noes®rsB� ®000 g� • ,G DAPIA APPROVAU `C is APPROVED BY o NO 484 o� Revised m _ Dec 17,2008 ° ' oN IN ®� o 'ra e A CC OF : !�� FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O R 1 JACOBSEN HOMES ® „ ,.^ • >� m ' " Own" PRWRUW. = MIDO ML DRAWN By O.A DALE 09-07-93 REV LEihR A DRAWHLG ME.oee 171 1U7WW OF A►O� ACTH DETAILS A & B MWEI P.D. BOX 368 SMIN HMMM FLORIDA (727) 726-11 0 NG SOI imiu S m PR'0m"7w mmu m 8m mm YD No E WT COMM AW � FM OMM (12-15-08) mar, "mPHONE SU-01-0001.1 2 L.,.d y� ,:.•�i � L t .3 Fcd;,,al iNlanufumued Ho_ie 1"), ^tsnction .. .. /, �- _'.� :.. ,•: i �.:: lord; Jacobsen Homes Load at Frame [each 1-Beam location), Perimeter (sidewall area), and Mating L1ne 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 4S66 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 ti7 l'u-ut- i� Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. r0�h No. PE10505134 9 '. STATE OF rr 'oNIA 15/6/2014 1 3 SU-01-0001.2 . fIL, b =.0 ["''f1cil t _8C3111"S.l'wt: L'O Jacobsen Homes Ffofntina Capacities 8 in. x 16 in. (single stack) pier 16 in, x 16 In. (double stack) pier Unreinforced Unreinfprced Soil Minim m Minimum Bearing Capacitity Footin g Footing Maximum Footing cast -In -place Maximum Footing cast -in -place (psf) Size (in.) Area (in.) Capacity (Its.) minimum Capacity (Its.) minimum thickness (in.) thickness (in.) 16.16 Z56 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 N f1 24 x 4 576 3,700 6 3,700 6 O O 30 x 0 900 5,600 8 5,800 6 O 36 x,�6 1,296 7,900 30 8,100 8 x4 4 x�42 1,764 10,700 non. 10 10,700 10 48 x148 2,304 13,100 non 4 12 13,600 10 16.116 256 2,500 6 2,500 6 20 ii�20 400 4,000 6 4,000 6 a 24 24 576 5,600 8 5,700 6 O O 30 30 900 8,500 Wore 4 10 8,900 8 36 36 1,296 12,400 n.c4 4 10 12,600 8 s••I 42 i 42 1,764 16,500 4or. 4 12 16,800 am. 4 10 48 48 1.314 Z1,200 n.re 4 14 21,600 .re 4 12 161t 16 255 3,400 6 3,400 6 ZO� 20 400 5,300 6 5,300 6 rn 1 24 24 576 7,600 8 7,700 6 O O 301x 30 900 11,700 .rc . 10 11,900 8 O 361.36 1,Z96 16,700 non 4 15 16,900 xme . 10 N 421.42 1,764 Z1,700 nor.. 18 22,700 xm.4 12 t xl6 256 4,300 6 4,300 6 x 20 400 6,700 6 6,700 6 G2 00 2 x 24 576 9,600 .r.. a 9,700 6 N 3¢ x 30 900 14,800 N.I. 4 10 15,000 8 3j is 36 1,296 20,700 . et. 4 12 21,400 lime 4 _ 10 1� x 16 256 5,200 6 5,200 6 ,I • '`_ . O. 2 ? x 20 400 8,100 rer.. 8 8,100 6 77 � 2�l x 24 576 1I,500 nm. 4 10 11,700 6 O 8 � 30 x 30 900 17,800 on 1 12 18,300 .r. 3 x 36 1,296 25,400 n.n 4 14 25,900 • . 10 y,• 16 x 16 256 7,000 6 7,000 6 20.20 400 10,800 lime . 8 10,900 6 u, ' CI' ' G {4 x 24 576 15,500 n... 4 10 15,600 8 r, � 30.30 900 23,300 oe.. 12 24,200 x.re 4 10 1. The fo IdIting sites shown are for square pads and are based an the area (in'), shear and bending required for the loads shown. Other oonfigilratons, such as rectangular or circular configuratons, 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 Ile thickness of the footing. 2. The 6 in . cast -in -place values can be used for 4 in. unreinforced precast concrete footings. 3. The caitvalues listed have been reduced by the dead load of the concrete footing. q, Cencr piers must not exceed their design capacity of 8,030 lbs. for 8 in. x 16 in. single stack block and 16,0001bs. for 16 in. x 16 in. daubie stack block. S. A regiltered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity 'or single or double stack oncrete block piers shown in footnote 4. 6 On th frame (I-beam) a single stack block pier shall net exceed 36" high (see footnote 4 for in- uum caiadcty) and a couple stack block pier nh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacty). When installed along the perimeter or the satin line a single stack block pier shawl not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the liegh s specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. p-1d (cast-in-placa) or precast concrete footings are appropriate for all soil types. ABS plastic feelings (padsl shall only be used in accordance with the pad manufacturer's ntstructloas and must be certified for use in the soil classification at the site, listed and lacked for the r4quired 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. E ��01 JACOBSEN HOMES rT°TTcN: THESE sPEGIFICATIONS AND DRAYANGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ORIGINAL, PROFREGRY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWWNG TITLE MOBILE HOME SET—UP 2 n A ❑„❑ P.o. BOX 368 INC. SucN MATERIALS ARE PROVIDED TO SAFETYHONER(727) 726FLORIDA3 4695 KEPT CONI'MEIM i F APB � OwHM DRAWING NUMBER: SU-01-0002 (09-30-08) ' 5 SEE NOTE #7 SEE NOTE #6 2 1 3 NOTEE #3 4 2 1 NSEE OTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL, GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND 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 #7 IJCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: DRAWN BY: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING T MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING N KEPT CONFIDENTIAL AND SECRET FROM OTHERS. S.A. IDATE: IN Lol SEE 'A' SU-01-0010. REV. LETTER: 4 6-6-9 TRIPLE WIDE BLOCKING SU-01-0004 7 BLOCKING - ALL FLOOR WIDTHS ADD'L REQ'D PERT rMIS BLOCKING 0 IN ADDITION To I �■ -BBB I� tJ TVP. FIREPLACES ON RRIEWALL OR MARRIAGE EPERN HOST BEAM NOTEETER MCIONG REQUIRED AT 48' O.C; MAX REFER 10 SU-01—CO08 ANY SIZE TUB ANOIOR SMMEB R NIBEWALL OR MARRIAGE WALL BLOCKING pFIRwan IN *MIS MANUAL.. ALL Ram WIOT10 AND JOOT SO'E41 UNDER EAI71 SIDE OF ALL EXTHUO\ QOOIS LO[AT 0 ON SIIIEWALLS 2 OR MORE 46 1/2' MFU M PIERS REQUIRED AT EACH ENO AND EiWEEN EACH OPENING RECESSED AREAS RENFE PENS SPACED 64' O.C. MAX (18' OR LESS IN DEPTH) EACH ENO OF RECESSED AREAS RECESSED AREAS w/SDE BAY REOLK PIERS SPA® 64' O.C. MAX THI! ALSO AP PLMS TO ALL ENDWALL MAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 64' O.C. MAX CABINETS ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 8D' OR GREATER N LENGiH) (SAME BLOCIOrIG MAY BE USED FOR MULTIPLE 46 IIT WDOWS) j • • SPECIAL BLOCKING NOTE FOR IS'-4'I U849 WIDE 9PUM FLOOR SELTIONS ONLY) 1 PERfim UMNG IS REOUIrED (MARRIAGE AND MENALLS) 9I7 ON COW MAX SPACING DAPIA APPROVAL NOTE LEVEL FLOOR SY51EM FIRST (MENALL TO SIDEW OR MARRIAGE WALL) BEFORE N1STaK PERKO BLM G Jff W 41 NOTES; 1. FOR THE ADOf110N1i1 B1DC1QiG R[tr1RD AS M01CATm ABOVE USE 16' X 16' PER PADS IRE ..�, LU B E V T S E D 2. LOGTE BDC M UNDER POSIM ,XEST OR Tlif r OF THE (IF 2a .OBIS LDCATO AT Ir at MAMA O � 3. COM PM ARE M ADDIn MANY UM REp M PERS AI IC YAM LIE. fY MAR 20 2014 O 4. PFRYEER U=G IS AEgW UILIER UE FLOORS (uARPoACE� MOW)I6' O.G. Im. ILS m FIRS UM) FUR FERIL4B SUPPORT YUST BE INSF9010 LWG MOMPAR4M TO THE PLFIEIER RAL 6. 1M0 PETSEER M OCJOfIC is RFAIIRED, ANY YATMG LFE OPEN SPAN WARR THAN 10'. IIIST HAVE MT@ MMlE PUS � FcdsrW MArmfit ""d } do V PLM AT MAX t0' O.C. DoVT 18f IIEE FLRS, SEE GPM" • *. REV 1D $L0-0006.1 AND 91-01-0005.2 FW W IU0R SYS1FkS. And g�C JACOBSEN HOME*S ESE TIWEZFrATTO10H5IIt AW WO ACE DRAM BY. O.A. 4-12-00 P.O. Box 368 SAFETY aOR PRSTARY, AND "VINAL M + +G UFACP SU(N ARE PROWNo � 13 OKAYING ME ADDITIONAL BLOCKING HARBOR, FLORIDA 34695 PHONE (813) 726-1138 WINr R V=ISM BE VT 1pp��pS WE � �S. DRAINING NUh SU-01-0005 (03-19-14) (APPLICABLE TO ALL IMPERIAL AND COTTAGES WTH 184• FLOOR WIDTHS -SEE FL-01-DM9.2) ON SITE PERIMETER 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. BLOCKING O.C. SPACING I 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDE*ALLS/MATELINE WALL 48"/24" 64"/40" 64"/48' MAX LOAD INCLUDING PIER AND FOOiER 1778# 2667# 2950# E IV No 454 v ®3� •. RYA E OF •mow edo����..• ` O R `Ryon �/� � L . r..., ,.t • „Ott. C-FL- 89.01 - 89.03 4 ALL g ZM S ALL EXPOSURES 20 PSF ROOF 10 PSF D.L APPROVED BY NIPMay 07,2009 INC. FEDERAL MANUFACTURED NONE CONSTRUCTION AND SAFETY STANDARDS tyonde Br DAIEI REV. LETTER: JACOB8EN HOMED A'larciflowamwA �.T• 03-02-09 AAL�,raov�TAIt+� w11 pU pG nnEJP.01 BOx 360 m VAiMAts00 K PRD rxo M ADD. PER, BI.OdttNG REQlARWENS SAFETY HARBOR, FL72OR IDA 38 34695 R[ORyt ►pt PIf�D4b W61 R DR G P.O., (727) 6-11aP1 �IQN aP $�-01-0005.1 PERIMETER BLOCKING FOR 1G0" (13'-41 FLOOR WIDTHS USING 2xG FLOOR SYSTEMS [19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED ISIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 10011 PSF SOIL. (SEE SU-01 WITH 2xG FLOOR JOI (SEE SU- WITH 2x8 FLOOR JI NOTES: 1. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET—UP I 2 THE PRE—FABRICA10 PIER PADS ARE TO BE INSTALLED MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE 70 BE ADHERED TO AS HOMES INSTALLATION INSTRUCTIONS AS NOTED ON SU-01-0005) 005.1 FOR 184" FLOOR WIDTH, ., PERIMETER BLOCKING REQUIREMENTS] -0005 FOR 1B4" FLOOR WIDTH, iT, PERIMETER BLOCKING REQUIREMENTS] TO THE CONCRETE THE MINIMUM IN THE JACOBSEN 7 `'!, a�i 'r'' 1 W 10 0 MAR 19 2014 0 (L C a Federal Manufactured m Home Construction v And Safety Standards JACOBSEN HOMI S xolZAN DRAIN BEYOUNG 11-18-2011 REv LETTER: ,HIE �cDlcAnoNs AND oxAAwNts Arr� Mom. FiiOF O MY.A006SE AND MANUMUM FACU RING DRAWING TITLE- P.O. BOX 368 INS S s A78UU sRE RDYMcM THE PERIMETER BLOCKING IMP —DC SAFETY HARBOR. FLORIDA 34695 N0. SUCH YATERuIs � THE PHONE (813) 726-1138 S jyp g All MW DRAM7N° 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 kb� FOR SPECIFICS COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A 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 Nona T� mm Aw DRAmm M� °�`�NAI, PItOPRNETARY, AND coNlx�o+nAL "'""" "" M.T. 05-20-06 DRAWING mLE`BLOCKING MATQtlALS OF JACOBSEN YAKFAC PIP (PIER) LABELSP.O. BOX 36B SAFETY HARBOR, w INC. SUCH MAIMAI5 ARE PROVIDED TO UE REMW8 SPEOF �� DRAWING NLW R SU-01-0006 (09-04-12) NE )FLORIDA2334695 KEPT i1�0 DP FROMAND 11 BLWX is N ADDIMI Al BLOCI NG REOIARED N THIS MANUAL) • 16T' MAX 61' MAX USE DETAIL TI' O1XY TFIEN . . •OUTRIGGER LS pi FLOOR JOIST SET: DETAIL 'A' SEE DETAIL V OIRECTLY UNDER PORCH POST --------- — ----- --- —B�-------•- TYP. RECESSED PORCH is Ex1ER10R MULL EXTERIOR TTAIL � ADDED I-Bfm UNDO Ex1ER10R WALL -=--_-------- ------ __----- _�_- RECESSED PORCH REOIf�RE PUS SPACED 64' O.C.' MAX :mPER UNDER ADDED I -BEAM (a PHRS AT PORCH POSTS) AS SHOWN PER UER AEMO I -REAM 64. O.C. MAX PIER SPACING AT MARRIAGEWALL�. NOTE gSTANCE BETfM EOCE OF EDGE OF Pon POST TIP. POROi POSTXCEED DEPTH OF TIP. PORCH POST T (51� 'fr..(2) TOY. PORCH FLOORNGMAX! TOP. PORCH RJ06I MG V'SPORCH FLOOR JOIST PORCH FLOOR JOIST DOUBLE PORCH PERIWT R RADOUBLO: PORCH PERI10 TER(2)216FITXIfU 2X6FITXIs'WE TV. Ti£-DOWN SOBADCED BE 9lN 2 BE1MkiH 2. .(SEE TtP. TIE-OOMH STRAPD(2D 010 DETAILPORCH FLOOR JOISI (SEE 0111ER DETAILS)RCH FLOOR JOISTS IER (6' X W X 1W) (a' X IS' X 161 IC X 16' MIN. PER PAD 16' X IC UK PIER PAD ,CROSS SECTION VIEW &1 CROSS SECTI N VIEW El TYP. PORCH POST TIP. PORCH POST ---...:NOTE: DISTANCE BETWEETI EDGE OF TYP. POACH FLOORING TIP. PORCH Tt00RP1G511/2' FUR i AND IDLE OF PORCH POST PORCH FLOOR JOIST PORCH FLOOR JOIST MAY NOT EEB 5 1/2' (2) 2 X 6 FIT I Ilr-m FI (2) 2 X 4 PT X IC UK� BRIDGED BETIMEETI 2 BRIDGED BOW 2 TYP. TE-DOW SEW PORCH FLOOR. JOISTS PORCH FLOOR JOISTS (SEE OTHER OETAIIA LONGITUDINAL VIEW A2 IANGERMINA.L. VIEW B2 DETAIL 'A' DETAIL 'B' ` . losilsoljs, � `�r �� �'TLF1`• C` As ' �i� C'�%'.'.y DAPIA APPRWAI: 1 ADDITIONAL BLOC10M6 REGMED AS NOICATID ABOtiE (USE 16' X 16' PIER + 6 �r : i APPROVED BY PATS Of 1000 PSF SOL CAPACT4 I " 2 LOCATE BLOra+c uroER PERIItETER JOIST OR IMIHN 51/r OF EMD of 16' at 1 F015 11ER 111.00M15 REM310 UNDER PORCI AT M POST (61' QG YAX) w 0. i. : ec 13,2006 hi ril IINC. 4 (6O 1 AL BLOCIOMG REOURED AS INIMAIED UNDER CEIIIER OF MXD 1-M �1 (6i' QC: MA)E) ; �a '• 1 O� +: FEDERALMANUFACTURED SniET SINroM05 S SET: a W DFTAU RR OVER REO1M BLOCIACATtaxs'cL O P.104' `ter 6. ADDED F-BfJ111 AT PaRCH/FXIERIOR MULL MAY IN 9ff fRON IWN HOUSE �-BEI1Y.' Ir�/,(y '••.....••• ��w �Y, JACOBSEN H MES P.q BOX ]6e SAFETY HARBOR, F 360 95 PHONE (61J) 726-11 NOTICE 4 a ss ., PAIL ISFy LETiE1� > m e m R.R. 11-28-66 Awac not YAINUILS of ,ur�g11 MANVACANM ADDITION CE.M w- m Miff NS AK MOM To INE PORCH BLOCKING ml ooffmom o � Rm omm �A SU-01-0007 - 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R-Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 ,0�t.t��ctrrsr��� • 1 John C. Do den, PE : * : ��45484 15133 CR 22 Goshen, IN 46528 CC Phone: (574) 825-76 - p=; STATE OF 0 R1110! .Q::l9w 13 ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACT RY INSTALLED HOST BEAM (THIS IS IN LIEU OF " OURTH WALL CONSTROCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON —SITE 48" O.C. MAX. ALSO MEETS DESIGN MEETS FBC AND A.SCE FO 140MPH (3 SEC. GUSTS) WINDZONE - tlt B LOADING FOR PARTIALLY OSUREXP. ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 20 P7 ROW 10 PSF D.L. N D S 01 'REF. CALM NOTES: i App -Jf ,g�' •.�4�_� ��f DAPIA APPROVAL 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: ,�: �l 'r •'�• r! �i .'�, < <-,• i Cs _T•, t APPROVED BY 20' %DE MAX 14W0 ZONE 2 OR 12-]WM EV. B SITES, =:� �: •- % f''•do �' 16' W10E MAX MEND TONE 3 OR 140MPH EXP. 18 SITES' G�6-�:�i ;, Jan 20,200 N Pi r 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL E-DOWNS IS = _ n I 1 V 24501 WIND ZONE 2,29601 WIND ZONE 3 _ ; ! . / 0 . 3. WALL FRAMING IS 1 X 6 SPf 16" O.C. +� �`' = S•TA: r. OF Q b Sy ��- 4.•�� `� : ��Ss; FEDERAL CHONNANUAND SAD Y STANDARDS CONSTRUCEIONANDSAFETYSTANDARDS 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON MOST BEAM SIDE OF HOUSE ,••`O...... JACOBSEN HO ES NOTICE: �t�s nfm SPECOrAIMS AND DRAtMa<5 `S Y s D.M.T. DAT-t:: 01-10-07 REV LETTER ORIWIAL FROWTARY. AND DoaFlDE IK BA1MU S or fiCOmx MANumci uNNc DRAW ll ' ATT. TO HOST BEAM P.a eox s66 \I sAFE"T( HARW R. FLORIDA 34095 W_ WCH Mt1ENws ARE PROMED ED D[ RECFMt RR WME FLPWOSES No Ag BE ISM WYRM t NN SECtU ROW CrAM DRAYANC NUMBER SU-01—ODOB PHONE (727) 726-1138 I 14 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 AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER axLE MAIN ]-BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE - _ - AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE sPECIFlCAIIONS AND DRAIMNGS ARE DRAWN BY: D.M.T. DATE 10-10-08 REV LETTER: ❑❑■❑ORIGINAL, PROMEGRY, AND CONFIDENTIAL MATERIALS OF JACOM MANUFACTURING DRAWING TITLE TEMP. BLOCKING ❑�N❑ P.O. BOX 368 INC,CH MATERIALS AREPROVIDED TO BE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FOR AN D MUST IVT CCIFIOENIIAL AM S CRET FROM OTIEAS DRAWNG NUMBER: SU-01-0009 15 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" 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" WOE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE 4" TYP REQUIREMENTS 7" OR 8" TYP 30' MAX X X (TYP) a NOMINAL 16" X 16" SQUARE PRECAST 00 T CONCRETE FOOTING -.4- d �I 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) All EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALLS. e• W A- _ Fl:r- Gt Cl s 0 2 ,1�11111111111p//! NOTES: EN `l V ,• F �i� G�STERc� •�! �•, DAPIA APPROVAL . PIER FOOTER SIZES AND ��•� �P•. No. •• APPROVED BY 1. REFER TO OTHER DETAILS FOR ADDITIONAL SPACINGS. �� END 910334 •; 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPAONG FROM EACH �e� * IN OF THE HOME AT EACH [-BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME �F �� -o : STATE . W r 11 INC. OPENINGS P'• ��� 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM ��Q•••.,//V P► FEDERAL MANUFACTUREDHOME AT MATING LINE OF MULTIPLE WOE HOMES. ss • ••• CONSTRUCTI AROS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. ?%�iq MHIS �+ JACOBSEN HOMES N [C THESE SPECIFlCAUM MN DRAWN ARE ORIGNAL• PROPRIETARY, AND OMFIDEN11AL '111AWN BY: M.T. DATE. 2-8-99 REV. LETTER: DRAWING TITLE LIATERIALS OF 4 COOSEN MANUFACTURING 16n x 16" PIER SPACING P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 wa SUCH MATERIALS ARE PRONDED TO THE REaRENT Tat SREaRC ROM AM MUST BE OHM DRAWING NUMBER: SU-01-0O2G PHONE (727) 726-1138 REPT C9HNODRML = MCM FROM 17 A%Do I®I C. Dt aiv No 45484 (� x � x 16' HQ1t1� E frl�sol op OTAR 06 OUT REDO 1A FRO I- KMv 9igCi1llTt IWiI/AR—����`2+. ��@�. x � CAM t 7(SEE 40* 15) I or s #TM16CELLS VERTICAL ■ v• 0000 � ■,� � R•1 �� •••• oe�o�pp g�i� (� ®o ®AB0®®tAEA�Y �RJE�yC ..moor fn■�t 1 PIER CAPP�EDg tTH MOM iREATED�Lt"m (SEE"I Hr x IP x 16• (EllED VASOW B OTH OPEN CETLS PTICAL I SINGLE STACK BLOCK PIER (PEBPE 0 TD YA14 BEAM aD� Les I�Af� CAPACITY -SEE 0 �I DOUBLE STACK BLOCK PIER ts000 Les, CAPACITY (SEE NOTE 0 At 12) : 8• x t x le HOLLOJ CONCRETE BLOC( IS BIDGL OFFSEIS BE TOP TO THE OF THE PIERT ){OT E1MD t%t. g x rE x 16 HOLLO# COIjCTETE BLOW ARE SH* TAL OFFSETS FROM THE TOP TO THE BOTT OF THE PIER 'UST NOT EMU 1%f. FLOOR WIDTH MAX. AXI U I —BEAM PIER SPACING (CONTROLLED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LEIS 3488 LEIS. 4548 LB& 5608 LB& 16W BADE FLOOR 2661 LEIS. 383E LIM 5014 L.BS, 6191 LEIS. 184' *DE FLOOR 2961 LEIS. 4288 LEM 5615 LEIS, 6941 LEIS. PIER LOADS IIr6LUULl Yltib" I v racn yr .v Awl - nw .,... �..�.�..� n. •-.r ..-., n - ---" NOTEI UNIT D PAD LOAD CAPACITIES EIAG (CHECKPIERON SOIL BEARING PSF) CALCS 01-0020 FOR PER SPAONG JHEN W x 16" FAR PADS, I�ttf� UAG Ir x 16r PER PADS OTHER THAN C*RETE MY T BE�USTED Atop CER TO EXCEED OR BE EQUAL N k PER CAPACITY. 2, I#io USING PIER PADS MY MUST BE LISTED & CERB�ID TO EXCEED OR EQUAL 04 PIER CAPACITX A START I-BEAW PIER SPACIO 4- FRO FOR H E tENcTH CIF ,1 EACH I-E�W AW VA1nI�i�I SPAONG SHORN IN CHART 4. ANY PIER HMTS ABOVE 61r MUST BE DE dp BY A P.E. OR ARCIOTECT. 5. CAPS VUST BE SAME L"TH Alp #DTH AS THE PIERS 04 BEY REST, 6, HARD TPLATES LA ES 4 =R T* I IltAL OR 2 OR 6P 4" � CONCRETE BLOCK VAY III 20 PSF ROOF 10 PSF D.L. APPROVED 8Y NrpRevised o�t/'�,,2ooe NC. FEDERAL rWUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS N017de' O A, DATEI 2-8-99 REV. LETTER: JAMBAN HOLEDB-SE 4iARBOR,- s4orlulpfL►! IE P.O. Box 368 F 1 c B ALT. MAIN BEAM PIERS SAF F OIy (727) F6o13M& 6 ���sTuo s oTltT c SU-01-0021 (10-08-08) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 257. OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18°; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. JACOBSEN HOMES ❑,.� P.O. BOX 368 SAFETY HARBOR, FLORIDARI 34695 PHONE (727) 726-1138 NOTICE: DRAWN BY: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING T INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING N KEPT CONFIDENTIAL AND SECRET FROM OTHERS. B.E.M. IDATE:2-11-99 MIN. HOME SET HEIGHT SU-01-0022 ma 9-w:4i . MA�IMUM I -BEAM PIER SPACING * FLOOR MAXIMIUM PIER SPACING (SOIL BEARING CAPACITY ) WIDTH 1000 PSF 1I500 (PSF) (PSF) ( 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 120" WIDE FLOOR-- 39" I 62 1/2" 86 1/2" (PSF) 144" WIDE FLOOR•. 33" 53" 110" SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 30" 48 1/2" 73 1/2" 93 1/2 113 1/2" SEE NOTE #4 184" WIDE FLOOR.. 26 1/2" 42 1 2" / 66 1/2" 85" 103" SEE NOTE #4 MIN. PIER CAPACITY 1778 LBS 12667 LBS 58 1/2" 3556 LBS 74 1/2" 90 1/2" 107" i .., 4444 LBS 5333 LBS 6222 LBS 18 1 2" X 18 1 2" PIER FOOTER SPACINGS* MIN. 342 1 /4 SQ TN1 MA, IMUM I -BEAM PIER SPACING FLOOR WIDTH MAXIMPM PIER SPACING (SOIL BEARING CAPACITY) 120" WIDE FLOOR-- 1000 (PSF) 1 00 (PSF) .2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 144" WIDE FLOOR.. 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 46" 42" 73" 66 1/2" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 90 1/2 / 115 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 13565 79 1/2" 101" SEE NOTE #4 SEE NOTE #4 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM NOTES - I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERIATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP m NUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET jHE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" [-BEAMS / 10 FOR UNITS WITH 10" OR 12' I -BEAMS (24' MAX. FROM ENDS). JACOBSEN HOMES P.O. BOX 368 TY HARBOR, FLORIDA 34695 m PHONE (813) 726-1138 . 1 /0, yam. • . 7E OF NOTICE: THESE ECFICATIS ND AWINGS ARE ORICINASLA PRIOPRIETARYAAND OCONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS c- ry- I f• G( APPROVED BY OCT 1 Y INC. FEDERAL MANUFACTURED HOME CONSTRUCTION ND SAFETY STANDARUS _ D.M. T. 09-22-01 7RAWING TITLE. PRE-FAB. 16' k 18 1/2" PIER PAD SPACING )RAYING NUMBER: SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 63 1/2" 100 1/2" ' SEE NOTE y4 SEE NOTE y4 SEE.NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING . FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR•• 64 1/2" 101 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 54 1/2' 86" 117 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR.. 49 1/2" 78 1/2" 107" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR.. 43 1/2" 69" 94" 119" SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 TH I0 o NOTES: THE CONCRETE.G�SrE�i`�i' EN APPR�� rry. �`I 4 ..•:.....,1rj `''�i DAPIA APPROVAL: 1 EI. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO SET-UP MANUAL. TY (¢ 0� (cl FOOTINGS SPECIFIED IN THE JACOBSEN HOMES :.Qly� d 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a 91033 =APPROVED "; BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE.3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7t •o �. 5ti �►T� � �HOMES OCT f I_ts INSTALLATION INSTRUCTIONS.,�,,rINC. LNIANUFACTURED 4. MAX. PIER SPACING 8' FOR UNITS PoTH 8' I -BEAMS � 10' FOR UNITS W11H 10" OR 12" I -BEAMS (24" MAX. FROM ENDS). HOME JACOBSEN HOMES NOTICE: FF4F THESE SPECIFICATIONS AND DRAWINGS ARE RB BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-fAB. 18' % 22" & 20" PIER PAD SPACING ORIGNAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING —, „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 DRC. SUCH MATERIALS ARE PROVIDED TO THE RECNENT FOR SPECRIC PURPOSES AND MUST BE KEPT COKnMNTML AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0024 21 17 3 16" X 15 3 16" PIER FOOTER SPACINGS ( MIN. '432 7 f 8 S Q INj MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 15d0 (PSF) 2000 (PSF) 2500 (PSF) 500 (PSF) 3000 (PISEE 120" WIDE FLOOR- 70 1/2" 1110 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTESEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE NOTE y4 160" WIDE FLOOR- 54" 185" 116" SEE NOTE #4 SEE NOTE SEE NOTE #4184" WIDE FLOOR•• 47 1/2" 75" I 102" SEE NOTE #4 SEE NOTE SEE NO7E //4 MIN. PIER CAPACITY 3004 LBS. 4�07 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10.516 LBS. 24 X 24" PIER FOOTER SPACINGS* IMIN. 576 Sp INS MAXI UM I -BEAM . PIER SPACING FLOOR WIDTH MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) 1510 (PSF) -2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 95 1/2" SE� NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" +SE,NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR** 74" 1115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR-* 65" 101" SEE NOTE y4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 4000 LBS LI 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14.000 LBS. NOTE: UNIT MDT S WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SEi-UP MA IUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED P R THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET E MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SP CIFIEO IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS.'S1C••• 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / 10- FOR UNITS WITH 10' OR 12' I -BEAMS (24' MAX. FROM ENDS), EN P . OV �jrYY� •!p� ram, (7Q,•'•I;j��'T�rl-' . "� �� ¢4' No. 0 . • y 910,33 4 ` It 'd '. ':.'i''T'!`AT � �J...' s' DAPIA APPROVAL: 5 � C�fLLs 096- 7T _ ��� p3 t! ?6 PPROVED BY Qr,T � 1 s•+"' INC. I I V EDERAL MANUFACTURED HOME .il ❑❑ JACOBSEN HOMES ❑&PONP.O. BOX 368 SAFETY HARBOR, FLORIOA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF ACOSSEN MANUFACTURING INC SUCH MATERIALS ARE PROVIDED TO THE KEp� ONMEN� µD SECRETTETE M�OTHM DRAWN BY: D.M.T. TE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING DRAWING NUMBER: SU-01-0025 22 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR-- 113 1/2" SEE NOTE y4 SEE NOTE g4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE N4 SEE NOTE y4 SEE NOTE y4 SEE NOTE #4 160" WIDE FLOOR** 87 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR.. 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE p4 SEE NOTE p4 MIN. PIER CAPACITY. 4694 LIES. 7042 LBS.. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE —FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE A OV L • Mmo- ;+, �� VQ . 'G\STp�; '�, '.. DAPA APPROVAL• 5�� LfrT: �• P&� rf FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. •Q4L No. �. JEJ G_ rYr I �f • T 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 ; S MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ?� . * = ' APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN •ft A�� �44, HOMES INSTALLATION INSTRUCTIONS. OCT I 1 4. MAX. PIER $PACWC 8' FOR UNITS WITH 8• I —BEANS / 10' FOR UNITS WITH 10' OR�^ 160 '�, 12-1—BEAMS (24" MAX. FROM ENDS). I v FnF ! ? IF r ct1 1,1c JACOBSEN HOMES THESE SPECIFICATIONS TNO DRAWANGS ARE 'DRAWN BY: D.M.T. DCTByST091022-0�F 1 G Y W�'1 P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROVIDED To THE DRAWING TITLE: PRE—FAB. 26' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AM SECRET FROM OTHERS. DRAWING NUMBER: SU-01 —0026 23 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Qt (FOR SIDEWALL OPENINGS SEE NOTE O3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. d 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in: 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428IDS. 4148lbs. 4868lbs. 55881bs. 6308IDS. 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 i0 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in Cv MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 IDS. 5121 IDS. 1 5881 lbs. 6641 IDS. 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. OD 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 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. 2975 lbs 3775 lbs 4575 lbs 5375 IDS 6175 lbs 6975 71b7s] LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. CC) 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. 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. 33751bs 4295Ibs 52151bs 61351bs 70551bs 79751bs AL DZONE III 3 MPH) 20 PSF ROOF 10 PSF D.L. NOTES: REF. CALCS. - SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS WADER THAN 49 INCHES. SEE NOTES: (D.O . AND Q UNDER TABLE I, PACE SU-01-0040. ENGINEk4'-Pk0VAlsj'// // `��(` DAPIA APPROVAL: FOR ALL UNIT WADTHS. USE 177 sq/In PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE ��GQ ' �j�STEH •'•!� '��� 4r0 ••, APPROVED EY 49 INCHES 70 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES. USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS. : Q� No. ,. (MIN. 1000 PSF SOIL BEARING REO'D) - 910334 FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS: PIER IN SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) '� •, TATE OF : 4Qz INC. 0 CHECK WITH LOCAL JURISOICTON TO DETERMINE THE SOIL VALUE ON YOUR STE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR �Q''• FEDERAL MANUFACTURED HOME SOIL TO DETERMINE THE VALUE. ••ND �� CONSTRUCTIONAND SAFETYSTANDARDS MAR 0 1 1999 FE=JACOBSEN HOMES NOTICE THESE SPECIFICATIONS AND ITITAWNIs B.E.M. DATE: 2-6-99 REV. LETTER: „ P.O. BOX 368 ORIGINAL, PROPRIETARY. AND M*IDENIIAL DRAWING MILE: PIER FOOTER S17JNG CHART UATFRIALS OF JACOBSEN MANUFACTURING FOR MARR. WALL OPENINGS n SAFELY HARBOR, FLORIDA 34695 INC. SUCH MAIMALS ARE PROVIDED TO nIE to MEHT FOR 9M R1I✓ M Alp MIST BE DRAWING NUMBER /� PHONE (727) 726-1138 KEPT COHfTOENTIAL AM SEW FROM ORM I SU-01-0030 25 TABLE I (SEE NOTES BELOW) 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 13f - 4"- WIDE WIDTH MAXIMUM ( Q5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM 05 PIER SPACING SOIL BEARING PSF CAPACITY (D2 © REQUIRED PIER FOOTER AREA, SQ. IN. 4Q 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH ENDS 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. NOTES: -". 1-1. GINA- 9 'F 1 02 Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. ENGINEEER �OVAshr/I 2ii,,� DAPU1 APPROVAL' O2 UNDISTURBED SOIL OR 909: COMPACTION FOR Fl 3 ALL FOOTERS TO BE BELOW FROST LINE. P�y' \STER p,-. � APPROVED EY ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM ;'��' N0. SQUARE INCHES REQUIRED. 910334 INPNC. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHAN ONE SIDE OR ONE 3" �0-0 OVERHANG ON EACH SIDE MAXIMUM. TAT OP © CHECK WITH LOCAL JURISDICTION TO DETERMINE OR HAVE A SOIL BEARING TEST PERFORMED THE SOIL VALUE ON ON YOUR • .••//V FEDERAL MANUFACTUREIHOME RDS CONSTRUCTION AND SAFETYSTANOA YOUR SITE SOIL TO DETERMINE THE VALUE. ix MAR 0 1 1999 JACOBSEN HOMES NOTI..E: THESE SPECMTIONS AND DRAWINGS ARE ORICINAL, PROMITARY, AND CONFIDENDAL F F M.T. DATE 2-8-99 REV. If MR: DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING PIER FOOTER SPECS CHART P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 INC. SUCH MAIERIM ARE PRONGED TO THE RECAENT FOR SFECAC AIRPOSES AND wST K DRAWING NUMBER - PHONE (727) 726-1138 XEPT CONRDENIMI AND SECRET FRON OTHERS. SU-01-0040 i 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 V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ . ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING P.O. BOX 368 TITLE• SUPPORT SPANS OLUMN ❑"❑ MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR.SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 • KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0001 27 SET UP NOTES (CLOSE UP) THE MATE LINE GASKET MUST BEIINSPECTED 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. 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 MA RIAL 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 ONITS, 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). A TER 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 N 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 CE LING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEI ING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN Fl(TURE-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 WALI, 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) 726-11M TICK DIM SPECIFICATTII°ONS AND DRATMNGS ARE ORINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEPoALS ARE PROVIDED TO TEE RWENT FOR SPECIFIC PURPOSES AND WST BE IeT DOEFIDENRAL AND SECRET MOM 010ENS DRAWN BY. M.T. DATE 12-22-94 REV. LETTER: A az iz 08 DRAYANG TITLE SET UP NOTES DRAWING NUMBER: SU-05-0001 28 91 •uw. EXTERIOR ROOFING CLOSE-UP .alpo. alyn. i Wn. an,n. auu � yul. allll�. nipV. •nlu. � •yiln ay°" alu. aull,. all �Oltr � •um" � allll� � RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED I SHINGLE .ROOFING I (INSTALL RIDGE SHINLGES PER ♦' I MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I I` I , I I I I I ally,• I� •mu.. .ym,. lul,. ,lyn, I 'Tyro — 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) TNT r) rr a' C 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. - COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: . �id 'P.O. BOX 368 MATERIALS OF JACORIALS SENARE MOVIDED TORING THEEXTERIOR INC. SUCH MATERIALS ARE PRONDED TO THESAFETY ROOFING CLOSE-UP HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFX PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU_05_0010 29 •Allh � FIBERGLASS SHINGLES mll. h, INSTALLATION I— ROOF SHEATHING (TYP.) ^Im. alyp. •'all. .uu,. alu,. •nun. SHINGLE UNDERLAYMENT TYPICAL ROOF TRUSSES 16" ON CENTER / 1TO TO 1/2" 3„ METAL DRIP EDGE TO 1 1/2" 0 '**'0� rq`� In to 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 LEFI OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROO ING 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 'OR DESIGN WIND PRESSURES. 1/2" 3 1/2" 3 TO FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. 00:0 JACOBSEN HOMES ❑,IF❑ 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 w 30 IIIIIIIIIIIIIIIIIIN EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE ;LAP SOFFIT MATERIAL FASCIA MATERIAL RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑"❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PRONDED TO THE REOPIENT FOR SPECIFIC PURPOSES AND,MAT BE SECRET FROM.'OTHER4 DRAWING NUMBER: SU-0570020 PHONE (727) 726-1138 KEPT CONFIDENTIAL AND 31 SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 RU 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 AC Cr 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. T�1E STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICA ON OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMS IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO 'ORE 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 AUGNME14T 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 PROCEDURESI 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 IMANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. I DAIS: 06-06-94 REV. LETTER: ❑❑■❑ ORIGPUL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION ❑,F❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFE HONETY R(727) FLORIDA 11384695 �T CONR�ALaAANNWOSES AND Mm BE D FROM OOMS. DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I I {�- MATING LINE OF UNITS II SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOMATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE FRONDED To THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 APPROVED By ON194IUL IS 10 INC. a -fAt l&T cLj w rw� i� L+if7 W 11 ri Ilo C XYIox I !2° v'cr.. -Tu� Ooz. �� =-F;Z� TH _ Z7NE 2 d,ND 3 c0146r Hlt j �1=' 71j�}{q¢ t7►.J[+� eY= kola T'ri'G'vtNlrl� 5t.unzi tNsrXL+4t�o►,1 vim+. i.►o. ((%k-I,l, �_�j . 1J_knr ka AA4ae— _ w w APPROVED BY . 7NTPJUL 1 3 1M i N C t I i i i �11fDb4� . i 4,frrAriE (D cR my)- lv GuGXYiL x�h. � v o.� ci; o - I �iErk X-yW X �A-:plj M A•5 1 Ep I �r1+I� WITH . . .� � I-l�c�� xylur�fzatNx�.�hf� -- _ zz.14'6i.4 I(o'bG IPIrD�Ubs CMIt,1.) mns - 7M/q 4 t7�Jk 6Y= AW-i T`rt'G•V11�1L SlDri.q,�"INStAIL.�>;OPL —Zot.1E 2l0 3 v6w,- ► ro WA-er[ I h - MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTi RS ARE NORMALLY FASTENED BYE THE VINYL SIDING. THIS TENDS TO RESTRICT OF THE VINYL SIDING PANELS. HOWEVER TO ELIMINATE BUCKLING OR OIL CANNIN AREAS: SCREWING DIRECTLY THROUGH SIDE -TO -SIDE MOVEMENT SEVERAL THINGS CAN BE DONE OF THE VINYL SIDING IN THESE A. WHEN PANELS RUN FROM WINDOW OR J-CHANNEL (OR ANY TYP. VINYL AREA TO A CORNER POST OR 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 REST SHOULD BE SHORTER LENGTHS (S ICTED BY THE SHUTTER SCREWS AM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL! IN THIS AREA. PANELS WILL THEN JOINT (SEE DETAIL "A"). - SIMPLY OVERLAP TWO PANELS EXPAND TOWARD THE OVERLAP OR STAGGER THE SHUTTER SCREWS NOTE OF WHICH PANELS ARE RES INSTALL THE OPPOSITE SHUTTER, SHUTTER THROUGH PANELS EITHER RESTRICTED BY THE SCREWS FROM THIS THE PANELS OF VINYL SIDINC AT LEAST ONE DIRECTION, SO LOG BEEN MAINTAINED IN THE "POCKET" (SEE DETAIL "B") INSTALL FIRST SHUTTER, TAKE RICTED BY THE SCREWS. THEN OSITION THE SCREWS FOR THIS ABOVE OR BELOW THE PANELS THE FIRST SHUTTER. BY DOING WILL BE ABLE TO EXPAND IN AS PROPER CLEARANCE HAS AREA OF THE CHANNEL. I I I DETAIL �e B» � I I I I � I DETAIL "A" ❑❑❑❑ ❑❑■❑ ❑'.❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 36 MOBILE HOME SET-UP TIEDOWNS 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- (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1/4 INCHES WADE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE, SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST 3E LIS ir-D FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ONJUL 1 3 19% INS FM CAUTION: DO NOT PRETENSION - TIE - DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF I-ENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF 1.1E SUPPORTS. -ETC 0 1 Db• ..• a 6-6-94 SU-07— 0001 37 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS .MINIMUM CONDUIT SIZES: _�\L- CONDUIT DROP FROM HOME - EXTEND 1 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER I HOT NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 2 NO. 2 0 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 ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ OBSEN HOMES JAC P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPEgFlCAnaNs AND DRAWINGS ARE OMNAL, PROFRETARY, Arm CONRDMTIX MATERIALS OF JACOBSEN MANUFACTUPoNG INC. SUCH MATERIALS ARE PROVIDED TD THE REC>PENT FOR SPEWC PURPOSES AND MUST DE WT OONROENnX AM SEO U FROM OTHERS DRAWN BY: B.C.K. DAIS 03-30-12 REV. tE1TER: DRAWING TITLE: SET-UP/ELECTRICAL 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 ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED ITOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL NOTES: 1. ALL ELECTRICAL WIRING C JUNCTION BOX(S) IN COMI 2. WIRING IN LISTED JUNCTIO THE JUNCTION BOX(S) PEI 3. WIRING TO BE PROTECTED WITH WIRE PROTECTOR PL JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NNECTIONS TO BE MADE INSIDE LISTED LIANCE WITH N.E.C. - 2005 1 BOX(S) NOT TO EXCEED CAPACITY OF N.E.C. - 2005. AND SECURED AT MARRIAGE WALL JOISTS ,TES 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), AN REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 05-25-06 ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: I ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING ELECTRICAL CROSS -OVER 1` J ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: 09-29-OH ❑❑❑❑ PHONE (813) 726-1138 IG:PT CONFIDENTIAL AND SECRET FROM OTHERS. $U-09-OOj 0 40 MOBILE HOME SET-UP.ZELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE.PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER J' -J L- APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAH1NC5 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 FRONDED TO THE TYPICAL ELECTRICAL GROUND ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURd ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL WHITE (NEUTR, FROM FIXTURE TWISTED TOGE SECURED WITH EXTERIOR ELECTRICAL BOX BARE (GROUND) WI FROM FIXTURE AND TWISTED TOGETHER SECURED WITH WIRE - FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WIRING D BOX R AND E NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE (INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BO ES 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 AR 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 COiNNECTIONS 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 FAC�ORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. NOTICE: DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: ❑ „❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE - LIGHT FIXTURE INSTALLATION ❑❑❑❑ SAFETY HARBOR, FLORIDA 3469 PHONE (727) 726-1138 1 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: 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. 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. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAN1Na ARE DRAWN BY: D.M.T. DATE 3-22-95 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS MANUFACTURING JACORIALS DRAWING TITLE: n ❑„❑ AM INC. SUCH ��,� � PRowom ro � AT PLUMB. CON. do GAS TEST '/-�` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIP&NT FOR sKanc PURPM AND MUST IE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 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 SHU -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 BUSED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCO NECT 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 EN q LOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OPTLET. 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 OF12" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDE CE 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 15I 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. NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 09-29-08 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAINING TITLE: ❑❑E❑ MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECPIENT FOR SPECIRC ROWS AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IDpT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 1-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS �D FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL 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. (b *4 DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O. = 1 1/2" DRY VENT O' = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN = 1 1/2" DRAIN LINE = � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11 _ 0010 45 MOBILE HOME SET-UP 2" WIJT VENT WITH NOT IMORE THAN UNVENTED ,� (1) FI TURE DRAIN W.C. DROP 2" i 3 i O i ALT. VENTED DROPW.C. 3" 3 / TYPICAL 2" DROP O, i � INDICATES BOTTOM / 3•, / 3" OF HOME i 1 1/2" DRY VENT 2 (SEE ALT. FOR UNVENT i OPT. WET VENT CONNECTION) O f- INSTALL FULL SIZE W.C. DROP OP 2" CLEAN -OUT IF SLOPE ' 1 1/2" 3 O IS BETWEEN 1/8" & 2 1/4" PER FOOT 3 Q USE O IF CLEAN- i' OUT IS NOT NEEDED � 3" O 3^ 3^ Q TYPICAL 1 1/2" DROP O O .1 / i 3" 3" i � / 1 1/2" 1 1/2" MINIMUM SLOPE ��/--- � 3 1/8" PER FT. i' WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT 3 TO ON SITE DRAIN CONNECTION i i THREADED INLET O FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) O HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER 3/4" DROP SECTION i r3/4" ELL i i i i 3/" TEE AND3/4- THREADED) 3/4" ELL FRESH WATER INLET FOR NOTE: INLET -FIELD SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPIC IL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON TH� PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BO�H OF THE EXAMPLES PLUMBING IN MORE SHOWN, THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ` I NOTICE: DRAWN BY: DATE: REV. LETTER: FOE ❑❑ JACOBSEN HOM � S THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ■❑ORIGINAL• PROPRIETARY, AND CONFIDENTIAL oRAw�Nc TITLE:DRAIN SET—UP MATERIALS AT RIALSJACOBSENARE MANUFACTURING„❑P.O. BOX 36B INC. SUCH MATERIALS ARE PROWDED TO THE SAFETY HARBOR. FLORIDA 34695RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER:❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-� —0005 WATER LINE CROSS -OVER -V NLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED ---� AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER 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 NTH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ JACOBSEN HOMES NOTICE; THESE SPECIFICATIONS AND DRAWINGS ARE UKAWK tlT; C.L.Y. UAIL: 10-23-95 KtV. LLIILK: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER n ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE /!-\\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-1I-0020 47 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBIL 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 IIS 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 TIE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. 'ICAL RETURN AIR DROP TYPICAL - SUPPLY DROP REDUCER 'Y FITTING UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR RETURN DUCTS. C - TYPICAL SUPPLY DROP ,LL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND COMPRESSOR) AIR FLOW 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 LOCATIbNS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM JE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX ORIGINAI, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑„❑ INC. SUCH MATERIALS ARE PRONDED TO THE ❑❑❑❑ FLORIDA SAFETY PHONE 726ID1138�95 EPT CONFIDEN��AND FROM pUj�g� DRAWING NUMBER: SU-13-0001 (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** �1 0 0� 0� i ng a, - Coupling Band Duct MIN. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM OR HIGH PRESSURE o NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** MCIC 0 SPLICING A) B) C) F) CONNECTIONS FOLD BACK JACKET AND INSULATION A) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST B) 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND C) FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET D) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET E) AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST A) THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. » DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ++ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10'.) AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANCS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ BOX MATERIALS OF MANUFACTURING P.O. B368 INC. SUCH MATERIALSRIALS ARE ARE PRONGED TO THE MOBILE HOME SET—UP DUCTWORK SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-001 O 49 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYIiER 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 ITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE F EXIBLE 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 BOjJ TOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOTI BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST STSTEM 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. ANIY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOB%N HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID NOTES: SITE INSTALLED DUCT MUST BE METAL FLEX OR RIGID f VENT CAP f VENT CAP NOTICE: ' DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE R.R. 01- 21- 00 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE:nP.O. DRYER VENTING �\190mm1_1�❑ BOX 368 INC. SUCH MATERIALS ARE PRONDED TO THE ELECT. CLOTHES // ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 1 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 50 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN -A PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) TYP. WATER HEATER PRESSURE AND TEMPERATURE !y/ RELIEF LINE II II II II II II II IITYP FLOOR SYSTEM u PIPE TO BE SUPPORTED 4'-0" O.C. MAX. ' \ TYP. I -BEAM DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. n (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ ❑❑■❑ ❑\I❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HAR(O 7) F7ORIDA3334695 N0T1CN THESE SPEgFlCATIONS AND DftAYANGS ARE ORIGINAL, PROPRETAK AN') 0ONFlDe0& MATERIALS OF JACOM MANUFACTUULS RING Im SUCH MATE ARE PROVW TO THE W nfcF F ME lET RN BY: M.T. DATE 03-08-07 REV LEftF n IL-J( DRAWNG TITLE: W/H PAN DRAIN DRAWNG NUMB R: SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUST,.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FORT PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO �HE 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 GRPUND. 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 IBE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT f VENT CAP NOTICE: DRAWN BY: S.A. I DATE: 6-6-94 REV. LETIEK: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRABTNGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWNG NUMBER: SU-15-0002 ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 52 53 - 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 CHECKID TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW f 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HA' 4. MINOR HOLES AROUND PIPES ETC. MAY BE 5. THESE ARE SOME ACCEPTABLE TAPES TO TRAP AREA IN FLOOR. DED, AND WILL HAVE 1 OR 2 ROWS OF TAPE ONLY TAPE OVER THE CUT OR DAMAGED AREA. :ALED WITH TAPE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 NOTICE: DRAWN BY: D.M.T. DATE 10-31-01 REV. LEM: ❑❑❑❑ JACOBSEN HOME THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND CONFlDENTIAL DRAWING TITLE: YANUFACTO JNG BOTTOM BOARD P-TRAP ACCESS P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 THE INC. SUCH MATERIALS ARE PROVIDED TO THE INC. SUCH AT RIALSJACOBSENRE RECALNT FOR SPEOR PURI'M AND MUST BE OTHERS- DRAWING NUMBER: SU-15-0010 (1 O-OS-OS ❑❑❑❑ PHONE (727) 726-1138 KEPT CONF1DENIAL AND SECRET FROM 54 PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHAH. BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) NOTICE DRAWN BY. DATE REV. LETIER ❑ JACOBSEN HOMES THESE SPEORCATDRS AND DRAWNGS ARE C.L.Y. 3-21-95 ❑\I❑ aRIIiNAL. PROPRIETARY, AND CONFlDENRAL DRAWING 11 P.O. BOX 368 YATERICH OF JALS AM PROVIDED ING ' HANDLER CROSS -OVER INC. SUCH YAIERULS ARE FRONDED i0 111E SAFETY HARBOR, FLORIDA 34695 REOMT FOR SPECFIC P ff= MID IAM BE PHONE (813) 726-1138 IVT COIFMnk AID SECRET R= 07MM . ORANING NU48ER SU-AC-0100 55 MEMO oll 0 Lo.