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SET-UP MANUAL
�mrw BY SETATI"q.,XNUAL JA . ;OBS N HOMES FILE 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 01/10 MANUFACTURED HOME SET-UP *SITE PREPARATION, (A.) BLOCKING. (B.) LEVELING c (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) y *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 TQ 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 1/8A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: O.A. DALE 11-21-06 REV. LETTER: ❑❑■❑ P.O. BOX 368 AND DRAWINGS ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET—UP ❑„❑ INC. SUCH MATMU ARE PROVIDED TO THE ❑❑❑❑ SAFEPHONETY R( Z�,FLZSIDA3S4695 � T FOR MFIC RN+� OTHBBE FROM (10-08-08) DRAWING NUMBER: SU-01-0001 MABR FRAME Imm mim-LZ ( '�ori+j) PER mm WWTDI SOLID CO1Qm____ - &= (IOR 4' TNQ() B' X Ir X 1C CEILFD MASONRY B1 Ol7RS� IN 00 MLS Mal. SM TAN I FOR PER FOOTE SQDIG AND SPA= SPEIS~ICIUIONS (PAGE 11) (SEE SU-4 FOR 16 X 16 PRE A9 PR PAD SFACDIG) SEE NOTE It' DETAILS "A" AND $$B" I s f REMOVE All ORGAIBC MATERIAL AND PUCE PAD ON STABLE SOIL BELOW FROST LINE 0 LOCAL CODE SEE NOTE � DETAIL 'A' Mom vmo ym MAX AUCWABIE SOIL EAfitiIG) V-D= STRAPS ATTAUM)-\ TO RM ff" COLUIDIS ON 0CII SECTION 70 SE 0M)M TO A DOUBLE ff= ANWOR W NOTE D01l81E If m SE NOTE rl SE NOTE 13 T� UAW PER CAPPm VMH SOLID CONCIn mm ({OIL. 4' imm f X 6' X le MB MASONRY Illm vm mm CB1S VERDCAL AIID DETAL ANW1 'SEE DINE FOR PER FOOTFR SM AND SPA= SPECMIM (PAGE 10) REMOVE AIL ORGAIGC MATEitlAI. AND PLACE PAD ON STABLE SOIL Ei1R FROSRDRE PER IACAI. COSE IIfA MEYDTIS DETAIL 'El -SE NOTE 112 Mom vM 51YTN MAX AtIOYIAB{F SOO. SEARINc906 o e I. 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 540 MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16- X 16- B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24. OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6" IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY ® m NO Q48 00-� � Revised Dec 17,2008 O mr INC. ° TA►T E O F o ��® di% ME TANDARDS roams, ONFAND SAFETY STANDARDS ®®®sus P° O R e i ` JACOBSEN HOMES ® v.' " b' �=�'i►MMAW oR wi. m. Am cwtcwm DRAW W. O.A. DATE 09-07-93 REV. LETiFR DRAW TITLE: D D D Mau uAmm w wwm uwulw�Acom DETAILS A& B P a »ox s SAFETYo� iDAM 95 am YAmed115 m mmED 7011E m m o�gm uvisWmm SU-01-0001.1 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 DESIGN-SIST" TffKCIFI,CAJIONS. PERIODI ELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORANMGS DRAWN BY: O.A. DATE: 06-06-94 REV. LETTER: ❑❑.❑ BOX 368 ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURINGMOBILE DRAWING TITLE: HOME SET-UP A ❑��❑P.O. INC.SUCH MATERIALS ARE PROVIDED TO THE 2 ❑❑❑� SAFE HONETY R(727) 726ID1138�95 XVT �FOR AL p � AND MUST 0 Sj DRAWING NUMBER: SU-01-0002 (09-30-08) 3 li IR SEE NOTE #77 SEE NOTE #6- 4 2 1 5 5 3 ,,,,--SEE NOTE #2 mill NOTE #1 I \-NOTE #5 SEE " NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 % SFF NOTE #6 / 4 2 1 5 5 3 SEE NOTE I #2 -.--SEE NOTE #4--� I NOTE #1 \-NOTE #5 NOTE 3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE: DRAWN BY: DATE: SA 1 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES JACOBSEN THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑�❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING ❑„❑ P.O. BOX 36B INC. SUCH MATERIALS ARE PROWDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM 'OTHERS. DRAWING NUMBER: SU-01-0003 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE #3 SEE NOTE #2 I p / �- SEE NOTE #4 I NOTE #5 I NOTE #1 I NOTES 3 SEE 4 2 1 NOTE #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. (LE. -RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING, SU-01-0030 AND SEE DETAIL V, SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ 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 SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01 -0004 5 ADDITIONAL PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL) TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL HOST BSAN NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL UNDER EACH SIDE OF ALL DMIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE.46 1/2' WINDOWS PIERS REQUIRED AT EACH END �T AND BETWEEN EACH OPENING rm- RECESSED AREAS REQUIRE PIERS SPACED 64' O.C. MAX (18' OR LESS IN DEPTH) EACH END OF RECESSED AREAS RECESSED AREAS W/SIDE BAY REQUIRE PIERS SPACED 64' O.C. MAX THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL . 64' O.C. MAX . REFERr --- Emp 1001 CABINETS ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS) R SPECIAL BLOCKING NOTE FOR 15'-4" (184") WIDE FLOOR SECTIONS PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 64' ON CENTER MAX SPACING NOTE LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS NOTES: 1. ADDITIONAL BLOCKING REWIRED AS INDICATED ABOVE (USE 16' X 16' PIER PADS). 2. LOCATE BLOCKING UNDER PERIMETER JOIST OR WITHIN 8' OF END OF IV O.C. JOISTS. 3. COLUMN PIERS ARE IN ADDITION TO REWIRED PIERS UNDER FULL -HEIGHT MATING WALLS. 4. PERIMETER BLOCKING IS REWIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) 64' O.C. MAX. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INST40 WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL 6. WHEN PERIMETER BLOCKING IS REWIRED ANY MATING ONE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 154 WIDE, SEE SPECIAL NOTE ❑❑❑❑ ❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICEk THESE SPECIFICATIONS AND DRAWINGS ARE ORGINAL, PROPMETARY, AND CONFIDiNTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECRENT FOR SPEOFIC PDR M AND MIST BE IVT CONFDENIIAL AND FROM OTHERS. DRAWN BY: O.A. DATE 4-12-00 REV. L TTER: 09-30-OB ( ) DRAWING TITLE: ADDITIONAL BLOCKING DRAWING NUMBER: SU-01-0005 6 (APPLICABLE TO ALL IMPERIAL AND qtLORO COTTAGES $TH 1840 FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER BLOCKING O.C. SPACING If) 16 PIER PAD 17 X 25 PIER PAD MIN. I1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/VATELINE WALL 48"/24 64"/40" 64"/49" VAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 1 2950# e 3za E OF ®® o � eo • C-FL- 89.01 - 89.03 ryOTTd� ot JACOB9EN HOME$ "CWCA o BRA 6AW . VT olrOEDRA pC mLFJ hwcmS, GF �AISEN YA P,o, Box ase 1. rzaws ARE •wmycro ADD. PER, BL SAF PHONER� HARBOR. 726-0 95 t ►at 9�tt� 538 A►p, o ff[ DR C R7 r 7 roots ALL W14DZ04ES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L, Y APPROVED BY N1 May 07,2009 INC. FEDERAL KANUFACFURED HOME CONSTRUCNONAND SAFEIYSTANDARDS 03-02-09 REV, LE17M SU-01-0005.1 i BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS A SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS , BOTTOM OF EXTERIOR SIDING AT SIDEWALL BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: < 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPENT FOR SPEORC PURPOSES AND MUST BE KEPT CONFDEHDAL AND SECRET FROM OTHERS. 8, COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A GENERAL PERIMETER BLOCKING 64" O.C. MAX. (SEE SET -MANUAL FOR SPECIFICS) DRAWN BY: DATE: M.T. 05-20-06 DRAWING Tl E-BLOCKING (PIER) LABELS DRAWING NUMBER: SU-01-0006 REV. LETIER: ADDITIONAL RECESSED PORCH BLOCKING (THIS PLOa X IS N ADDITION TO SLOCIM REWRED N THIS MANUAL) � , I.' 117' '►1► '1 Rows 3 ,.r.,. j%fir: - � ��;.i i � i.�;•�:i %, Q' ►,� i131 'I .,.7 N • 1.' . •, 1 S•1 • ,• .,I 1 . ,' .12' Id 1 - PIER ANDFM POST MAY NOT UM DEPTH OF Tv. PCEtQi POST FLOOR JOIST (5 Itt) 51 'MAX TV. PORCH FILOORMG PORCH FLOOR JOIST (2) 2 X 6 PT X If MN. Tip. X-DOWN STRAP � BR O K7111 i 2 (SEE Onb DETAILS) PORCH FLOOR JOISTS TYP.PIER (6'X6'X16') 16' X 16" WM. PIER PAD CROSS SECTION VIEW At I TYP. PORCH POST~ TYP. PORCH OORDIG FL PORCH FLOOR JOIST (2) 21 & PT I lr-UK SEAM BETTIEPN 2 PORCH FLOOR JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' TIP. PORCH POST TV. PORCH FLOORING .-' • url PORCH FLOOR JOIST DOUBLE PORCH PERI11E1ER PAL (2)2X6PTXirUK BRM BEIM'EDJ 2- . TVP. lE-D011H Sm" Pon FLOOR JOISTS (SEE OTHER DETAILS) TYP. PIER (B' X e X 16) W X 16' UK PIER PAD CROSS SECTION VIEW Bl V. PORCH POST �HOTE:. DISTANCE RIMM EDGE OF TiP. PORCHa0oRi1G ��fi2' i PIER AND EDGE OF POO POST PORCH FLOOR FOIST MAY ROT EEO 51/2' (20)2 XD6 Phi X182 MR-,*'TYP. TE-DOW SIRAP PORCH FLOOR JOISTS (SEE OWDETAILS) LONGIUMINAL. VIEW B2 ,,,,,_DETAIL 'B' NOTES: • �- K� ��..■••..�� d�'T1FIC ��• `! .tC� • r POIE� L ADDIMM BLOM REgJI+fD AS N101A71D ABOVE (USE 16' X 16 PIER + ,,.,. G . ,, APPROVED BY PADS ON 1000 PSF SOL CAPAGTY) " 2 LOCATE DIW= UNDER PEAIN1:7 JOIST CR INDM S 1/i OF EN0 OF IC QG X '" 1 Dec 13,2006 3 PDtdE1ER &000N6 5REOUGIED UNDER PO= AT EACH POST (61. at MAX) (Z / Q a` I N c 4. AD011RMAL Bl0(u REQUNED AS M016ATED ABOVE Ui61EEP CQiTER OF ADOm 1-BEJ,M .. ,r • •. �� r 0 M . FEDERAL 11 MLIF11MMO nor, CONSFRIICFION MO S"EIV STNMA110S SER OEi)1LLS RR OW REGURED Blot tAG11oNS� O P.1�4` ;�'�� 6. AOOED l-BE7W AT PM/EXIEi110R WAL MAY OUF67t IN SEE FROM MAIN NOUSE: F-BFIRL JACOBSEN HOMES No= si VM WOM>� AM•1> AN tORA,_ 1F R.R. OAX. 11-28-66 FtEV.lFT1FR Mlln P.A EIOx 360 a11a1a, rf4wK M% A1t0 conno W W- SM MAMOj M MOM 1A� � Aim not ADDITION CESSED PORCH BLOCKING SAFETY HARBOR. FLORIDA 34693 PHONE (013) 726-1138 IECRm fat F118'm No im 4E DRAWN NUMER SU-01-0007 ' 9 ;. ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF "FOURTH WALL CONSTAUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 N D S 01 RU. `&C& TES. 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: .y �,� ,-i•��; i�!� 20' WIDE MAX 6W0 ZONE 2 OR *In EXP. B SITES. '' S:' 16• WIDE MAX WIND ZONE 3 OR 14DMPH EXP. B SITES 2. MN. BRACKET LOAD CAPACITY FOR VERTICAL 11E-DOWNS IS 24501 WIND ZONE 2. BMI WIND ZONE 3 • ; ! S•fF.: 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. r. OF OP�•• 4. 48•. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE , JACOBSEN HOMES NOTTit C>r ?r! T AM 1 , 011=& PROPFIETARY. An DOFIODITUL DRI PA BOX S68 MAIMMI S Or A WOOSEII V~ACIURR10 NC SIIUI IIAMOU ARE MWIDTD' 10 TIE „ SAFETY HAJR80R. FLORIDA 34695 PHONE (7271 726-1136 RECMI FM EEDTIC FUMES Ale mm RE KEPT 01MOM1 AR0 SEOV FR&A MOM pRl 10 APPROVED BY ALSO MEETS YdNDZONE • III EXPOSURE C 20 PSF ROOF 10 PSF D.L N IHJaNP.2` FEDERAL NE CONSTRUCTION AND SAFETY STANDARDS k. D.M.T. DAru 01-10-07 REV. LETIER: ATT. TO HOST BEAM — jBm. SU-0I-ODOB BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -ODE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM - - - - MATE LINE _ AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN 1-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. ❑❑❑❑ JACOBSEN HOMES ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFETYPHONER( 27) 726LDA3B4695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGNAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPENT FOR SPECFIC KIPOSES AND MUST BE IVT CONFIDENTIAL AND SECRET FROM DINER& HITCH HITCH D.M.T. DATE 10-10-08 REV. LETTER: TEMP. BLOCKING R. SU-01-0009 11 i I � 16" X 16" PIER FOOTER SPACINGS* J. MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144' WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184' WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS a TYP 7" OR 8" TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 00 T CONCRETE FOOTING d d T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE -NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. REF. CALLS. @. 1,4/ A- - ``��NTurrrrgq�i NOTES: EN` v V .. �. ���4 G R`�o'' DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND ���` ��.•' No. =- APPROVED BY - SPACINGS. 910334 r 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END •k ' IN OF THE HOME AT EACH I -BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME STATE OF :' W p INC' 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS ! � � / P: •��,; '�'•. '� N p► '�� FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WIDE HOMES. i ,. �'s � S • � CONSTRUCTI SASE AROS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. I �/�r� M 1 ' JACOBSEN HOMES N IC • THESE SPECDICARONS AH DRATIN ARE AWN BY: M.T. DATE. ATE 2-8-99 REV. LETTER P.O. BOX 368 j CPoCINAI. P MMIANT. AND CCNFlDENIIAL MATERIALS CF 4WOC. DSEN MANUFACIUMIC V SUCH MATERIALS ARE PROVIDED TC IK B DRAWING TITLE: 16" x 16' PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIRINT FOR SUM PR6M AND MMT BE IVT WNMWK AND SECRET n= OHM DRAWING NUMBER SU-��-O020 13 (Ir X f Op 0�009 Lear RE� t°°cs) W1 FRO I-M4 4r,�% %.. a . (DECAY Ai6> 6' X 8" X le HOU.O* fX4DETE BLOC( S 910yK j�A(�ND ati� PIER CAPPED tTH MATED LII (SEE NOTE fa) �gg0®DDDDD®®g x r�n+16aPEN CELLED VAS* ®o No 45484 STATE C' F oC0RIQ.�N �B'0AJ AL®� %;®e® I PIER CAPPED OTH OOI�(XIETE- 4` DMQR 2 X PRESSURE IMAIED LU R (SEE 4011 f5) B' I e X 16` CELLED VAS* BLOCS OTH OPEN CELLS VERTICAL SI_ GLE STACK BLOCK PIER (PMWAR i0 AA BEky 40W LK CAPACITY -SEE 401E 0 DOUBLE STACK BLOCK PIER lk000 LK CAPACITY (SEE 1(Ol 0 111 a) UL OF 13 THE TOp to AD BOTI OF TILE PER T 40T EXW fir f x r I Ir HO 4 CONCRETE BLOCKS ARE SH* iAL OFFSETS FROM THE TOP i0 THE wTTW OF THE TAR DUST NOT EX® Iff. FLOOR WDTH MAX. AXI U I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 140 *DE FLOOR 2428 LBS, 3488 LBS. 4548 LBS. 5608 1.91 160" *DE FL00R 2661 LBS. 3838 LBS. 5014 LOS, 6191 LBS. 18C *DE FLOOR 2961 LBS. 4285 LBS, 5615 LEM 6941 LBS. PIER LOADS INCLUDE WEIGHT OF PIER UP TO 250/ - ADD DIFFERENCE VI" PIER yyE1GHT 15 GREATER. NOTEI UNIT *DTHS INCLUDES A 6' OVMANO ON 80114' SIDES VAxlt4fUV, cs (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) 01-m FOR m SPACING *0 ONG 16 x 16" FIER PADS *I USNG le X le R PA Pit) W C*XTE KY liST BE LISTED Alp CRTUTED TO EXCEED OR BE EQUA CAPACITY x *EN USING PIER PADS THEY MUST BE LISTED a CERARED TO EXCEED OR EQUAL 01PER CAPACIM 3, START I -BEAM PIER SPACING 24° " EACH Epp OF Bf HO ,AT EACH 1-814 AND fVlAniW SPADING Wo IN THE CHART ABOVE FOR FULL LENGTH OF xD , 4. ANY pa HEIGHTS ABOVE 6-f YUsr Ef DESIGIIED BY A P.E. OR AR oul 5. C,APS VUST BE SAME LENGTH A)p #DTH AS THE PIERS ON REY REST, 6, BE PSE u5 PLATES FILL 40=R T*YERI Ilt OR 2 OR 4 Ilp h*AL SOLID C*CIXTE BLOCK VAY JACIOBAN HOMED P,O. BOX No SAFE HAR�R�FLORIDA 95726-11133 UI 20 PSF ROOF 10 PSF D.L. APPROVED BY 71Revised Oct 17,2008 NC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS 0,A, D >Et 2-8-99 REV. LETIM ALT. FAIN BE PIERS U SU-01-0021 1 (10-08-08) 14 MINIMUM HOME SET HEIGHT �r I FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. I ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: B.E.M. DATE: 2-1 1-99 REV. LETTER: ❑❑■❑ AND DRAVANCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC . SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE MIN. HOME SET HEIGHT ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0022 15 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN� MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-- 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LEIS 3556 LBS 4444 LBS 5333 LEIS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1 4 SO.IN) MAXIMUM 1—'BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79,1/2" 101" SEE NOTE y4 -SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH #- INCLUDES A G" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /0 5/0 f NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: < . , :, 4 t1 DAPIA APPROVAL: 5 FE Ch Lz S G :• x`" ` ' c - r Y - f� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE THE MINIMUM e, s �(; APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET - PIER CAPACITIES SHOWN ABOVE. ^ ' A I F" f :' O CT 1 Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN a� • rNIPINC. HOMES INSTALLATION INSTRUCTIONS. r. �•.<,'. ` , ,,,.,. ,.:�•• ':.•� 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR 12' I -BEAMS (24' MAX, FROM ENDS). ;" FEDERAL MANUFACTURED HOME TI NAND SAFETY STANDARUS ❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWWGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV, LETTER: DRAWING TITLE: PRE-FAB: 16" k 18 1/2" PIER PAD SPACING ❑ Tim P.O. BOX 368 ORIGINAL, PROPRIETARY, AND COWIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-01-0023 ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND GIST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS -16 18" X 22" PIER FOOTER SPACINGS* MIN. 396 SQ.IN). , MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE•NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE a4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LEIS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN_..) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2- 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 94" 119" SEE NOTE y4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 I� o NOTES: pp rrt��Hee�� �,' q. 'Wit ct ry''�,� APPROVAL oASCE lo*ic, '06, - 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �•� Q4 ••G.STE''ti �� G �{� '•, '; Y ` 4 • �"� Cc - r ) i Q� �� 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE �' = 9103+ T7']�Ov`D al/ MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. A�� •' "'" s' 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN y ''� = STAT1` f d C'T i I HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10OR �•'. d,C •' A ��'' •`�b : INC. , ,, ti4 :•, " 12' I -BEAMS (24' MAX. FROM ENDS). EDFRAL h1ANUFACTURE0 HOhIE JACOBSEN HOMES NOTICE: f ffAf THESE SPECIFICATIONS AND DRAWINGS ARE 14 BY: D.M.T. DATE 09-22-01 REV. LETTER: m P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JAC08SEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE-FAB. 18' X 22" & 20" PIER PAD SPACING SAFETY, HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: : SU-01-0024 17 1 17 3/16" X 25 3/16" PIER- FOOTER SPACINGS* (MIN. '432 7 8 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 .(PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE .#4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE -NOTE #4 :SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.INj MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF). 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR.. 65 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS, 12,000 LBS. 14.000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 .1 i!'•: i�c:dvrlq��jry 'S�O / NOTES: EN P OV Fj`�'!p� DAPIA APPROVAL: .` a '�cTrr SBA CIr�GS, I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE �C � G , FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. : ��� iVG• t7 : r yr _ 14, 03 2, THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ro.w"o = PIER CAPACITIES SHOWN ABOVE. r+� 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN '� STATE � v HOMES INSTALLATION INSTRUCTIONS. �y�rj�;•. C��.' .�� •'` 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10FOR UNITS WITH 10- OR �� '' INC, 12" I -BEAMS (24- MAX. FROM ENDS). s EOERALh1ANUFACTUREDHOfr1E, NOTICE: DRAWN BY: DATE: REV. LETTER: DO:� JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE D.M.T. 09-22-01 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING PRE-FAB. 17 X 25 & 24" PIER PAD SPACING ®„ INC. SUCH MATERIALS ARE PRONDED TO THE LLLJJJ SAFETY HARBOR, FLORIDA 34695 RECmID7T FOR SPEC6IC PURPOSES AND MUST BE DRAWING NUMBER: OOOQ, PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0025 18 I 26" X 26" PIER FOOTER SPACINGS* 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 FLOOR113 1/2' SEE NOTE p4 SEE NOTE y4 SEE NOTE (/4 SEE NOTE ji4 SEE NOTE //4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE J/4 SEE NOTE Jf4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR** 87 1/2" SEE NOTE jj4 SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE ij4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU/-0 j1-0021 NOTES: 1. PRE PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN L q�A OV'1 t. i�. r?,• �Q.•'G\�TFfi+�:'•,� �f OAPA APPROVAL' 5EL° G�L�� -FABRICATED FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �.�� No*�. U G- •r(/- i g a 2. THE PRE -FABRICATED PIER PADS ARE TO 8E INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ; 910334 4' • APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �t £.;: .•q '•,�jT Arr � '• � � ••. •'3 � .q OCT HONES INSTALLATION INSTRUCTIONS. P F �:� Nil 0 4. MAX. PIER SPACING B' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR ��• � I 12' I -BEAMS (24' MAX. FROM ENDS). J 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.! MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 58° 89" 120'*s* 120° 120"s** 120"*** 144" WIDE FLOOR** 50" 76' 103"*ss 120'*** 120"*** 120"sss 160' WIDE FLOOR** 45" 69 1/2" 94" 118'*** 120'*** 120"*** 184" WIDE FLOOR** 40" 61" '83" 104'ss* 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3895 LBS. 5794 LBS. 6493 LBS: 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY BE NUIM) 1YPim w FRAlIE 1—BEAld ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD G®®®�ca®®®� REF. CALC. PG. ® E C-SU - 19.01 400� �'\ C 41 , ; o Q DAM APPROVAL NOTES: ° 1. PRE -FABRICATED PIERS MAY BE USED AS AN WERNATE 70 THE CONCRE SET-UP MANUAL- 10. o m APPROVED BY SPECIFIED IN 7HE JACOBSEN HOMES o � 2. THE PRE-FABRICA7ED PIER PADS ARE TO BE INSTAIMM PER THE ®�" S'1 A-01 ; j l ' MANUFACTURER'S INSTALLA11ON INSTRUCTIONS AND MEET THE MININUM ®od®%° ^ C °o W�Om aec 04,2009 PIER CAPACMES SHOWN ABOVE ��B �`°• C O }� 3 ALL OTHER REOUIREIMTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEH O s ° • °. „ °' 0® �0 All � FEDERAL tU MUFALTURED NOME co"smucriox°xosAFEnsTAxoARos INSTALLA710PI QJSIRUC11ON5 MAX. PIER SPACING 8' FOR UNITS VAIIH 8' I -BEAMS / 10' FOR UNI7S WITH IV OR � *BBpb �n5Bs0,% A 12' I -BEAMS. (24" MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PER SPACING IS LESS THAN 48' 04 DRAWN BY: DALE. REV TETHER: NOTICE M.T. 11-23-09 JACOBSEN HOMES 1NESESPECIFICATIONS; AND DRAVM ARE ORIf;M PROPRIETARY, AND CMMDDM DRAWING 71U. " 17 X 22 SPACING _ UMMIIALS OF JACOBSEN MANUFACIMC P.O. BOX 368 WC SUCH 1u1ERIA2 ARE•PRUM TO UE SAFETY HARBOR, FLORIDA 3095 Ww Hm =no PUR O AMD MST BE DRAWING NUMBER: .PIER SU-01-0027 PHONE (813) 726-1138 10T 0MRO M AND SEW FROM ONM 14U PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE (3)) LOAD SPANS SOIL BEARING 8'=12' 12'.-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. -� 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428IDS. 4148IDS. 4868lbs. 5588IDS. 6308IDS. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A CAPACITY PSF 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. `r 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 Cu MIN. PIER CAP. 2841 IDS. 3601 IDS. 4361 IDS. 1 5121 lbs. 5881 IDS. 6641 lbs. LOAD SPANS Q4 w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. m 2000 214 sq. in.. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. co MIN. PIER CAP. 29751DS 3775lbs 4575lbs 53751Ds 6175IDS 69751Ds LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Na 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CID 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. c� MIN. PIER CAP. 33751Ds 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs NOTES: 01 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. QSEE NOTES: (1). O3 , AND ® UNDER TABLE I, PACE SU-01-0040. O3 FOR ALL UNIT WIDTHS USE 177 sq/'in PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING RWO) ® FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY —. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) CHECK WTH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REF. CALCS. /i o •. No. 910334 -o'• c,--r&TE OF NOTICE: ' THESE SPECIFICATIONS AND DRAWINGS ORIONAL. PROPRIETARY. AND OONRDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPIONT FOR SPECFIC PURPOSES AND WST DE KEPT CONHDENIIAL MO SDW FROM OHM 21 B.E.M. DAPIA APPROVAL VANDZONE III (110 MPH) ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY I'M I rl INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 DATE REV. IETTE 2-6-99 SU-01-0030 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 4 12—WIDE WIDTH MAXIMUM Qt O5 PIER SPACING SOIL BEARING PSF CAPACITY O2 .© REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON 'CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"—WIDE WIDTH MAXIMUM (]) PIER . SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ., IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"—WIDE WIDTH MAXIMUM O5 PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM 'PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Q1 ON MULTIPLE SECTION HOUSES. CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. NUNV �P� •GIST Eq ' �<< ''.� No. 910334 STATI� OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 9i T, 02 DAPIA APPROVAL• APPROVED EY N'PINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOS AND GS AMfI FIi1R M T DATE 2-g-99 REV. INTER: 1HESE SPECIFICATIONS AND DRAWNFS APE ORIGINAL. PROMETARY, AND COFFTDENTIAL DRAWING TITLE: MATING P.O. BOX 368 W_ SUCH Of MATERJACOIALS AM uA OED TO THE PIER FOOTER SPECS CHART INC. SUCN uATERALS ARE FRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC KNIM S AND Must BE DRAWING NUMBER PHONE (727) 726-1138 IVY CONROFNIIAL AND SECRET FROM OTIAR5 SU-01-0040 22 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME, MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). JACOBSEN HOMES NOTICE. THESE SPECIFICATIONS AND DRAWINGS ARE DCAWN tlT. S.A. UAIL. 6-6-94 1(LY. LtIILK: 4EIDEId ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE- COLUMN SUPPORT SPANS P.O. BOX 368 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 W� 23 SET UP NOTES (CLOSE UP) YOUR HONE Is EQUIPPED -WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE SEC11ONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT-OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). _NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. NOTICEk DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES mm SPEaFICATONS AND DRMgNGS ARE M.T. 12-22-94 ORIONAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE SET UP NOTES P.O. BOX 368 RTC. A " MATERIALS OF JACOBSEN MANUFACTURING SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REWW FOR SPEXIC PURPOSES AND Must BE DRAWING NUMBER: 02-12-M PHONE (727) 726-1138 INEPT COPEDENRA. AND SECRET FROM OHM SU-05-0001 24 I EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB 'SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED•OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦` I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I �♦ I I ♦I � I♦ I I I I I I ♦ .Anl, IIIIIr ♦ I ,ryu. ♦ 'III, doll ryup I .lulu. Alp,. •0n. dIIP —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.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:. ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING — INC. SUCH MATERIALS ARE PROVIDED TO THE -EXTERIOR ROOFING CLOSE—UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-05-001 O C 25 SHINGLE INSTALLATION spceare mrrrra vero e II mpwr vwrm wmv/e II meow varaiie mrrris c 1�O� r7F� 'SEE PAGE RC-19-0002 NOTES: v 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING. DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. .METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES *INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. JACOBSEN HOMES ❑„❑ P.O. BOX 368. 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-944 SU-05-0011 26 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE.LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLE 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" O. C. MAXIN 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF STARTER STRIP LAP SIDING APPLICATION DETAIL O❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OFJACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND,O(ItT BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROWOTHERS. SU-05-0020 27 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE -PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: O.A. DATE; 06-06-94 REV. LETTER: Rd P.O. BOX 368 AND DRA6NNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWING TITI EMATERIALS EXTERIOR SIDING APPLICATION INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETYHONEHARBOR,) FLORIDA11 84695 � �Fl�AL µDpSECRETs� MUST BE DRAWING NUMBER: SU-05-0030 (09-30-08) 28 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 INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCATIONS urcnrm CT: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„E P.O. BOX 368 MATERIALS OF JACOMATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT OD SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR PURPOSES AND OUST BE KEPT CONFDEN11AL TIAL AN ANO SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0031 29 WCD APPROVED BY 7NIt I IUL 1 3 INC. _ I I�I�i PtLL�TIOt�I u,�v�4yi�:yi.s+a►�1 tJ'(�L.. �IDI►JC�r 11�5�.-1�T1G� ChYF ���� MItJ f _ ar1Gr Gl�Cy- AS, Initltta-4J.: � i - - I II - �I '� - r I—Ilot��x�(j(�Zp•JtJX Ik2.!�(A�1-� I it ii _ CAW._ _ f�•�`�1tit�r�+ Sd-oS-Go 2 OrrH _ _ ZrOF41 I fo L-,A.XYI L°k 11�° yrr� l��G.G. �•� �[ e i1 Jr � V. 5SJ4 - -(Lr�x, I C-'oc. CAI") ARE Lr-- - t74 _- '7lWg4 t7wt4 6Y= kwA 1 i`ri°�'vtNl'� �D� INStAt.l.-kL�Or.I -�7NE 2 3ND 3 v�•rG,. �.lo. k}k.Ll, J-� . L1 • kal..k_k � A�ioc.. APPROVED BY ONrP JUL 13 M INC max, �Riog �,1.Au- !�--I ,j-Hj I &;r _.I I��TPtLL�T1OlJ luavFR v��:r.�1�,�1 it •�� _ Au rIG1. �u�i� �-ar.1 ! �I I � J�lliitvohl . aFt- o� - It�Erk X-" X l ■I � nl VrNJ'%- 1r;xt [:r WITI I- . I Co'�O.G. I N(ay(UDS CMI►.1.) - �_:•` r�`:� Sys--07 0033 ft ZONE 2 AL!D .3 D�-�= 7/1�4/9¢ t�1Gr bY= kl3Ca TY�'vl�.il'L+ St�rw,; �INsr.�.lhr_ c••L A MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAH7NC5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 MIOBILE HOME SET—UP TI wN THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE. HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE 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 EOUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR "SLICE- THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON OR I Lc USE �RTIICALYTO THE T. I CAPACITY LREOU REDS FOR ETHE SSTRAPPING BEING IRED, THE RATT ATTACHED. APPROVED SANOTT APPLIED DO PRETENSION TO T EDOIWNS TALTERNA LSTRAPS Y ON OPPOSITESSIIDES,FTHETHE OMEHOME ►.AAYONLY. BE PULLED N OFF THE SUPPORTS. i e a 6-6-94 SU-07- 0001 33 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS -. ❑„❑ P.O. BOX 368 INCSUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEWC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 134 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. HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS NOTE: SEE BELOW NO. 6 BARE COPPER GROUNDING FOR SERVICE ELECTRODE CONDUCTOR BONDED TO CONDUCTOR NEUTRAL BUS IN SERVICE PANEL, EXTEND SIZES TO GROUNDING ELECTRODE PER NEC 250-83 MINIMUM CONDUIT SIZES: 1/2" MINIMUM - 150 AMP T/� CONDUIT DROP FROM HOME - EXTEND 2" MINIMUM - 200 AMP TO BELOW GROUND LEVEL OR SEE LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 (2) NO. 1 NO. 1 NO. 6 200 (2) NO. 2/0 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 ❑�❑❑I J A C O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 01-24-02 REV. LETTER: ❑I-I■j� iJ a .❑ P.O. 60X 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ^ ` H DRAWING TITLE: SET-UP/ELECTRICAL 14 ❑ INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-09-0001 SAFETY HARBOR, FLORIDA 34695 ILLLJJJI PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 35 ELECTRICAL CROSS -OVER & TESTING PROCEDURES y i►- MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY D.M.T. DATE 05-25-06 REY LETTER: ❑❑■❑ ❑,�❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CDNFlDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROYIDED TO THE DRAWING TITLE ELECTRICAL CROSS -OVER ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPM PURPOSES Aran MUST DE IDPT DRAWING NUMBER: COIFIDENRAL AM SECRET FROM OTHERS SU-09-0010 (09-29-08) 36 MOBILE HOME SET-UP/ELECTRICAL 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 REO'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER ---' L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ ❑,'�❑ ❑❑❑❑ J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 DRAWING TITLE: TYPICAL ELECTRICAL GROUNE DRAYANG NUMBER: SU-09-0020 37 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAHINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALSARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-000 38 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JAC 0 BS EN HOMES rt°TTcN: THESE sFECIFICAl1aNS AND DRAwINGs ARE DRAWN BY: D.M.T. DALE 3-22-95 REV. LEVER: ❑❑;;m ORIGINAL. PROPRIETARY. AND CONFIDENTIAL NG SENARE IROME CTO IRE MAIINC OF JACOMATERIALS DRAWING TITLE: n A P.O. BOX 368 INC. SUCH MATERIALS ARE FRONDED TO THE SUCH PLUMB. CON. &GAS TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 WMENT FOR SPEcm PURPOSES Am Hm BE KEPT CONFIMTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-11-0001 (09-29-08) 39 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM.. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑JACOBSEN HOMES THEE SPECIFICATIONS AND oRAN1NGS ARE D.M.T. 09-29-08 ❑❑■ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MOO] P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS AM PRONDED TO THE PLUMBING TEST REC MT RR SPECIFIC MFOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0002 ' 40 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS t) e FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE I 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 0 = 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. v I ❑❑❑❑ ❑❑■❑ JACO BSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PRONDED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11 -0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS PHONE (727) 726-1138 41 ' MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED �� (1) FIXTURE DRAIN ` W.C. DROP 2" 3" i _ i Q i 2" VENTEDW.C. 3" ALT. DROP / TYPICAL O 2" DROP / INDICATES BOTTOM / 3" / 3" OF HOME i 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED CONNECTION) O INSTALL FULL SIZE W.C. DROP 1 1/2" 2" CLEAN -OUT IF SLOPE i 3" A IS BETWEEN 1/8" & 3" O 2" 1/4" PER FOOT i USE OD IF CLEAN- / 3 3" OUT IS NOT NEEDED D O TYPICAL 3" 1 1/2" DROP 0 Q / 3" 3 1 1/2" 1 1/2" 0 MINIMUM SLOPE 3" ij 1/8" PER FT. FITTING SCHEDULE / i 1 WITH CLEAN -OUT 1/4" PER FT. QA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM / WATER HEATER SECTION I I,- / i i i ,,,,-3/4" THREADED INLET i 3/4" DROP r-3/4" ELL i i i i 3/4" TEE AND J / FRESH WATER INLET FOR 3/4" THREADED 3/4- ELL SINGLE WIDES AND MULTI- NOTE: INLET FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAIN SET-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 42 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER r1/l ILl\ VI\VJJ r (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1.. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE NTH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: / DRAWING TITLE: WATER CROSS -OVER ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE BE //-�\ DRAWING NUMBER: SU-11 -0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-113B RECIPIENT FOR SPECIFIC PURPOSES AND MUST KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 14.3 A MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITfONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE -DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y FITTING AIR FLOW UNIT IS SHOWN MATH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR �ONENER vNlr RETURN DUCTS. (AIR HANDLER, CONDENSER, AND o COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES THESE SPEgFlCAnNOTICE: oNS AND DRANTNGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE DOUBLE WIDE A.C. CONNECTIONS ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE mooSAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECAENT FOR SPEWC PURPOSES AND MUST BE ITT CMADENTAL AND SEaU FROM OTHERS. DRAWING NUMBER: SU-13-0001 (09-30-08) MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION .TAPE FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE o AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A) FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BandEi FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE o 1 1/2 INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE CONNECTING EACH. LIMITATIONS FOR D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. o WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. * 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. r *+ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12° AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING: APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑.❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROMDED TO THE MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-13-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 726-1138 45 E ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE'OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY. OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. NSTALLED DUCT iT BE METAL =X OR RIGID CAP CAP NOTES: ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: R. R. I DATE: 01-21-00 REV. LETTER: ❑❑■❑ P.O. BOX 368 AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING DRAWING TITLE: ELECT. /� ❑,.❑ MATERIALS INC. SUCH MATERIALS ARE PRONDEO TO THE ARE CLOTHES DRYER VENTING H ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 46 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"uO.C.vMAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. rl\ (SEE DETAIL 'A') ,qINSTALLED EN FACTORY BETWEEN 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAIHNa ARE DRAWN BY: M.T. DATE 03-08-07 REV. LETTER: ORIGINAL, PROPRIETARY. AND CGNFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE W/H PAN DRAIN D P.O. BOX 368 TO THE u INC. SUCH MATERIALS ARE PROVIDED ❑❑❑❑ SAFETYPHONER(727) 726ID1138�95 KEPT ��m�ALLAND SECRET FROSES ROOM OOTHERS.S. DRAWING NUMBER: SU-15-0003 47L`� a 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 FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRovloEo TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15-0002 48 BOTTOM BOARD P-TRAP ACCESS PANELS -- APPROX. 1" I I I I I ZHHOLE I I I PATCH TO BE SAME I I MATERIAL AS BOTTOM I I BOARD BEING REPAIRED. L _ _ - - - J HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL YTAPE APPLIED EXISTING MATERIAL BACK OVER ALL SEAMS OVER OPENING AT PATCH VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑ ❑❑ ❑■❑ „❑ NEI❑❑❑ JACOBSEN HOMES PTY .O. BOX 368 SAFE HONER(727) 726 113130R, FLORIDA 84695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFlDEM AL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE IPT � AL � SRC � WHOM DRAWN BY: DRAWING TI BOTTC DRAYNNG NI 49 D.M.T. I DATE: 10-31-01 1 REV. LETTER: BOARD P-TRAP ACCESS B R. SU-15-0010 (10-08-08) PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS —OVER CONNECTIONS CONNECTION BETWEEN CROSS -OVER SUPPLY. DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS —OVER ELEVATION VIEW PLENUM (DUCT DISTRIBU11ON BOX) ❑ JACOBSEN HOMES THESE SPEWCARONSIAND DRAWNGSARE CE DRAWN BY: C.L.Y. °ATE' 3_Z1_95 REV. LETTER: ❑❑■❑ ❑„❑ P.O. BOX 368 ORDINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MARITFACMNC INC. SUCH MATERIALS DRAWING TI A HANDLER CROSS -OVER SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ARE MMDED TO THE RECPENT FOR SPECR RR100 AND WST BE IVT COfEMRAL T. DRAWING NUMBER: AID SECRET n= OTHERS. SU-AC-0100