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HomeMy WebLinkAboutSte-Up Manual Rev-01-13SET-UP MANUAL J.AqOBS�EN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-01 /13 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) '�y7rHAIRLINES BUBBLE CARPENTERS LEVEL 1/A 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: 1HESE SPEgFlCATIONS AND DRANINGS ARE DRAWN BY: O.A. DATE 11-21-06 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING D DRAWING TITLE - MANUFACTURED HOME SET-UP INC. SUCH MATERIALS ARE PROMDTD TO THE u DRAWING NUMBER: SU-01-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC NIRPOSESS AND WST BE IOPT CONFIDENTIAL AND SECRET FROM OTHERS. (10-08-08) " FRAIE ,R�A1FD'YIl %161� PBR CAPPED METH SOLID C it WIE-1- III= (I@L 4' THCK) it X if X 16' CELLED WSOIBiY 1IlLXDS—\ MADI 00 CELLS VBtBCAI SEE TA&E I FOR PER FION STDil6 AND SPAM 9EM11ONS (PAGE 11) (SEE 51-411 FOR 16 X 16 PRECAST PIER PAD SPACOC) SEE NM f4--' RBM ALL ORGW MAIM--' AND PU M PAD al STAME SOD. ma EROST LLNE PLR LOCAL COLS REQ1wmm Tff DOMN STRAPS ADSCEBD-\ i@I,E EL ID IFJW COUDDIS . EACH SEC110N TO BE M EClED TO A DOW HEADED ANCHOR ME NOTE j4 DONK ITFADED DETAILS "A» AND ,, B» SEE NOTE 13 SEE NOTE 02 DETAIL 'A- (ppffE= VALUES 110 UK Al10Y = SO➢. EEJIRDIG) PffR CAPPED METH SOLID CONCRETE sm (IIDL 4' TI m X Ir X III! CELLED MASONRY BLACXS METH OPEN CELLS WBi1ICAl (SEE NOTE 11 FOR RM PER itELGNiS AND DETAIL ABOVE) SEE TABLE FOR PIER FOWLER S M AND WACOIG SPIxE1 IM (PAGE 10) -M ALL W RB&W MAIM A►ID PLACE PAD ON SUBIE SlLL CODE LOCAL SEE NOIE 12- TASEE KDE (pWOM VANS METH YAX ALLDMIABLESOLB 0&116A GEN NO TATE OP,® 9- Aj v C O R , R. 00-• , .. L. JACOBSEN HOMES Rls= immm a I P.O. BOX 368 W3�895 7) IC sm YA�AtS m FM I6lfoo iuo�sTJ PWMZ i M- 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS, 54' MAX. PIER BLOCK DRY STACKED. AT PERIMETER & MATING UNE (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON OTHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER: GOOD UP TO 2B X 28 FOOTER.) MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP To16'X16' 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 ) ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc) s 3000 PSI (MIN.) PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) PIERS SUPPORTING THE I -BEAMS TO. BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 1W O.C. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING. ELECTRICAL. ETC. D. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 1. BE USEDD SHIMS. IPAAIIRSJINS TREQUALLED IN IRED E TO OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN _THE I -BEAM AND. PIER CAp MUST BE MIN.BY 6 IWIDEDE AND NO MORE MS 4THAN LONG 1' IN .THICKNESS. APPROVED BY INRevisINC. ed rri Dec 17,2008 FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS OAR. 09-07-93 .DETAILS 'A' & V SU-01-0001.1 (12-t5-OB) 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. NOTICE: DRAWN BY: JACOBSEN HOMES ❑❑.❑ THESE SPEgFlCAiIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TI ❑„❑ P.O. BOX 368 INC.MATERIALS OF JACOBSEN ING SUCH MATERIALS ROYIDED TOTHE❑❑❑❑ SAFETYHONER( 27) 726ID1138�95 KT�Fl�m pPURPOSES� ODD SEaU DRAWING NI uni� O.A. 06-06-94 1REV. LETTER: MOBILE HOME SET-UP SU-01-0002 A (09-30-08) 3 SEE NOTE #7/ cFF NnTF �fi 5 5. 3 s� SEE NOTE #2 INOTE #1 I \--NOTE #5 NOTE NO 3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 361 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) DRAWN BY: DATE: REV. LLTTLR: NOTICE: S.A. 6-6-94 J AC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE — ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFlDENIIoRAMNG T1TLE: DOUBLE WIDE BLOCKING MATERIALS OF JACOBSEN. �MANUfACTURING NC ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT R SPECIFIC PURPOSES AND SECRET FROM MUSTDTHEES. DRAWING NUMBER: SU-OI-0003 0000 PHONE (727) 726-1138 4 SEE NOTE #7 SEE NOTE #6 2 1 11 4 2 1 SE#6 E 5 5 NOTE 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 SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01--0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES ❑„❑ P.O. BOX 368 ❑❑❑❑ SAFE PHONER(72jR. ) F7261DA384695 NOTICE: DRAWN BY. THESE SPECIFICATIONS AND DRANTNGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAPdNG TI INC. SUCH MATERIALS ARE PROVIDED TD THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NI DAZE: S.A. 6-6-94 TRIPLE WIDE BLOCKING SU-01-0004 REV. LETTER: 5 ADDITIONAL PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL) II` ,qv 91 TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL MOST OMAN NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END 1 AND BETWEEN EACH OPENING rM RECESSED AREAS REQUIRE PIERS SPACED 64' O.C. MAX (IS- 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 V. GARDEN TUB AT SIDEWALL OR MARRIAGE WALL 64' O.C. MAX ---- - --- mowlIc II �I� ---- REFER CABINETS ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS BO' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 461/2' WINDOWS) 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 BLOCIONG REQUIRED AS INDICATED ABOVE (USE 16' X 16' PIER PADS). 2. LOCATE BLOCKING UNDER PERIMETER JOIST OR WITHIN 8' OF END OF 16' O.C. JOISTS 3. COLUMN PIERS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL-HOGHT MATING WAITS. 4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE k SIDEWALIS) 64' O.C. MAX. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL 6. WHEN PERIMETER BLOCIONG IS REQUIRED ANY MATING LINE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 164 WDE, SEE SPECIAL NOTE JACOBSEN HOMES NOTiC)� . THM SKCRCATOS Ito DUWM DRAWN BY o.A. °ATE 4-12-00 �" LET»: AEll-100 ARE°�"A4 FRO�TM', MO CONROMW 1A1Q� °F JACOM MAKFACT"O DRAWING TITLE:P.O. ADDITIONAL BLOCKING BOX 368 SAFETY HARBOR, FLORIDA 34695 RTC. T WTEAIALS ARE fitOWM I BE RE"OIT FOR SPEC R Ito MUST ff PHONE (813) 726-1138 26-11 IaPT CONf1aENRAL AM ffCRET FROM OTTERS A EGU DRAWING NUMBER: SU-01-0005 (09-�'08) (APPLICABLE TO ALL IMPERIAL AND COTTAGES OTH 184' FLOOR ODTHS-SEE FL-01-0009.2) ON SITE PERIMETER 16 X 16 PIER PAD 17 X 25 PIER PAD WIN. BLOCKING O.C. SPACING 11000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLSMATELINE WALL j 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 1 2950# 0 G E Af . d ° ° O No 454 a �, Z. 1 m ST E OF � ��►� ALL �}nNDZONES ALL EXPOSURES 2D PSF ROOF 10 PSF D.L. C-FL- M01 - 89.03 APPROVED BY May 07,2009 INC. FEDERAL YlWUFACRIRED NOIIE CONSTRUCTION AND SAFETY STANDARDS NUT7d4 Or DAiE; BEY, LETIER: JACOBb�EN HOIVtEs s��ot�cATg11s BRA ,� M.T. 03-02-09 A. oaavRETA>r+c '� BRAkUF 717M P,o, Box afie ,�F,u�.' o�h�oD ADD. PER. BLOlawALCKING REQUIREVENTS SAFETY HARBOR. FLORIDA 34695 gtCo[ 1rm C/CN/ItVgSbp,WSTt[ DR G U SU_01-0005.1 PHONE (727) 726-1138 Rln tut Up SEC ? iawC�Y O +s 7 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL . SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL `! O R SPECIFICS/ BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE: COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT b, THE MARRIAGE LINE) A DAPIA APPROVAL JACOBSEN HOMES NOTIC& nAX �1MMMS No MAW= MEM.T. DRAWN BY: DAIS: 05-20-06 REv. IEnQt ORIGINAL PR)MMI IY. NO COtlFDFlIIft �I� A ' DRAWING TALE: BLOCKING (PIER) LABELS �m P.G. BOX 368 I SAFETYH�ER(OR.) LORIDA 3 95 �tCN P E DRAWING IAA�It 726-1138 KEPT SU-01-0006 0 �I ADDITIONAL RECESSED PORCH BLOCKING (THIS E1<a71BIC S N AD0mm TO awn REOIm N us Oak) 61' 1fAX 61 YAX IISE DETAIL V MY NO OMGOER a al FLOOR JOIST SEE DETAL ll' '. DBIECTLY um- PORCH POST SEE DETAL V%\j ---��--�------- �.-- � W. RECESSED PORCH -- ----...—mot B1 Ku � �•—EXTERIOR ruL — ADDED I-EEAM !BIDER MRIOR 1PALL•--\ r/ Tr7 UNJEJt :,-�W�URXEOS�D PORCH REM PERS SPACED 64' O.C.•'01 PER UIIDER ADDM I-� (KI PIERS AT PORCH POSTS) AS SHOWR 64' of MAX PIER SPAaNG AT MARR AGEWALL to aSTANCE BE7110 EDCf OF PIER AND EDGE OF PORCH POST Dp, p POST MAY NOT EK0 DEPTH. OF TIP. PORCH POST FLOOR JOIST (S 1/2') 51 094 TYP. PORCH TLO " • TV. PORCH FLOORN6 6 �� PORCH FLOOR JOIST USLE I = PEWETER RAIL�` (2) 2 X 6 PT X I UK TV TE-GOWN STRAP � = 801102 (SEE OTHTR DETAILS) PORCH FLOOR JOISTS TIM PIER (C X 6' X 161 1C 1116' UK PIER PAD BOSS SECTION VIEW At. 7YP. PORCH POST TIP. Pala FLOORBIS PORCH I m JOIST (2)2X6PTX18-vK {iIOGED BErAm 2 PORCH FLOOR. JOISTS LONGITUDINAL Vi W A2 DETAIL ' A' POI1CIi FLOOR �O15i DOUBLE PORCH PATER RAL.'Dr 2 X6 Pi X 18' YAL DCED EENIN 2-TIP. Df-001N sawRCH FLOOR JOISTS (SEE OTHER DETALS) (B' X 6' X 16 ) IC X 16' YIN. PI R PA CROSS SECTION VIEW Bl TIP. PORCH 510/�'1' �� TWM 010 TIP. PM FLOORNG i ADD OF PORCH P�OSi� PORCH FLOOR JZ7 MAY NOT EX 0 51/2' (28) 22XX 6 PBPT X 12 1YP. TE-DOfNI STRAP (SEE OWDETALS) PORCH FLOOR JOISTS IDNMUDINAL. VIEW B2 sasilll! WAR Will .� L AOOIT1 a BLDC10B6ULIED RECAS I0)k IM ABOW (USE 16' X IC PIER + PARS IN 1000 PSF SOL OIIPACIT4 '" 0. tiZ 3 • 2. b0C'ATE BLAC" UNDER PTMfM JOIST OR Wpm 61/i OF END OFIC O.C. ' M 1 pealM MAO= 6 REWIRED UNDER PORCR AT EACH POST (61' = VAX) 6. A00(B & M=alO REOIM AS WDrAiM ABOVE OW CENTER OF ADDED FBEAY � : + i., � It S SEE OD1P13 DETAILS FOR ODER REOM BLOOOHO LOCJ1110NS s 0 ••......••• . 6 Mn F_KA AT POR01/EXiFAIOR WALL' YAY DM Dl 31 FROM MAIN HOUSE . -BEML ,♦srEr� l7 1��v� NOAC& 21 m.. 1F. JACOBSEN HOMES 1m wcam>Ia Am wamAAA oNMIAL P Cwauul. rPoo WMX AND MAMULS OF NZON" WMYACR W O AWdC TIRE P.O, BOX 368 SAFETY HARBOR. FLORID^ 3"95 ae. SM MAI WAS AM MWOM 1011[ Im rw MR PAFM NO WO N DRAWWO NUbIBER PHONE (1113) 726-1138 an CoflOF m Aw StJ00[i Rta oM14 APPROVED BY Dec 13,2006 INC. FEDEML 11911UF�C1111E0 MOPE CONSFp11CF10N MO 56FElY STANDARDS 1 SU-01-0007 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE -� Y - - HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN IJEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING OW -SITE, 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS).' ALSO MEETS WINOZONE•M EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES.. REF. PG. 07-0050, 07-0051 ROOF 2E'VOS 10 PSF D.L N .D S 01 'REF. C.&CS • � ..... , . NOTES �i41 � AFP 'JJ ��' DAM APPROVAL: DAM .. I. HOST BEAM INSTALLATION IS FOR ON-91C STRUCTURE. ATTACHMENT: �i'` '� ' APPROVED BY 20' WIDE MAX WIND ZONE 2 OR 12•]I M EXP. B SITES. ;%' r' r,`' 16' VADE MAX WIND ZONE 3 OR 140UPH EXP. B SITES .ON ' C;;�:_4: d Jan 20,200 2. 1AN. BRACKET LOAD CAPAalY FOR WRIICAL TIE -DOWNS IS WINO WIND ZONE 3 t IA' c 24501 ZONE 2, 2M j + . ! / ' S'rrt. OF 1 V . FEDERAL AfAN!lFACTURED ND61E 3. WALL FRAMING IS 2 X 6 SPF IJ 16 O.C. . • r. ; . CONSTRUCRON AND SAFETY STANDARDS 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE •......•-• r�. �G'�, �� JACOBSEN HOMES � 3K�� AM DRariR+l�TiI E IL �` Y` o.M.T. DAM- 01-10-0� "` au P.0. Box she CAMAL FWKTMY AND DWmma ml mRms Or '�„ wANU xwm DRAWNG ftfLI: ATT. TO HOST BEAD S/1 M HAR30R.. FLORIDA .34695 IC SM YAMRAS At MM ED' M 1E 9 RN S!wc r wm " wo a DRAWNG NUMBER: PHONE (727). 726-1138 . OW C MNDmu.AW NO= ROM GTMM . SU-01-000B �0 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL PIER SINGLE WIDE UNIT .MAIN I -BEAM HEADER PIER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM - - - - MATE LINE _ - - AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184") WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH JAC 0 B S E N HOMES NOTICE: THESE sPECIFlCAnaNS AND DRANINGS ARE DRAWN BY: D.M.T. DATE 10-10-08 REV LETTER: ORIGINAL. PROPRIETARY, AND UmIUENUAL DRAWING TITLE WDODE] P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TEMP. BLOCKING — SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPENT FOR SPECFIC PURPOSES AND MUST BE IPPT CONRDENIIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0009 11 . . BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER. MUST NOT EXCEED 1/2". (THIS APPLIES TO ALL BLOCKING.) 00� JACOBSEN HOMES. N°m """"" �..,���� „� sPF�lcAnnrs AMo oRnrxs ARE O.A. 10-17-OS MOM. PROINUM . AND 0WW Mi DRANING 1I1LE: P.O. Box 368 1ATINALS OF 0401101 MAMIFACAM0 6LMING. NOTE — IC SUCH YAZI S ARE PRMS TO THE SAFETY HARBOR, FLORIDA 34695 FSW M1 FOR SPECf1O MFW AID OM E DRAWNG NUMBER PHONE (727) 726-1138 IRPT CO IO1ML AM SECRET MW 011EAS. 12 .1 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" MADE FLOOR 30" 48" 66" 85" 103" 121" 184" MADE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4.. TYP 7" OR s" 30' MAX TYP (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST CONCRETE FOOTING d00 00 16" MIN. EACH SIDE 4 X 8 x 8 SCUD 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. C 1,V A- _ C3 67( !/ `��tttnuTrrrugA NOTES: EN yV&,,,• F! ���,� DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND G�STER •• .! ''.� �'�� N0, FO '.� APPROVED BY SPACINGS. 910334 •� 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �e� OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART * ; - 14 ABOVE FOR FULL LENGTH OF HOME. 3. SEE 01HER DETAILS FOR PIER REQUIREMENTS AND MAMMUM OPENINGS STATE OF �'po"'• P;•' INC. t1��IN '�, '•.N p► FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WOE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. .•' '��Ss CONSTRUCTI ARDS M ? JACOBSEN HOMES TIiESE sPEaTIc TNioNSLo a1AMrT ARE wN BY: M.T. DATE 2-8-99 REv. LETTER P.O. BOX 368 ORMAL. PROPRIETARY. AND CQi1OENnAL MATERIALS OF 44COOM MANUFACTUTUNORON OC SUCH MAMIALS ARE POM To THE D u DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 IEOFIENT FOR SPUM PURPOSES AM NWT BE KEPT CONFIBFNUAL ARO SEM TIM ones DRAWING NUMBER: SU-01-0020 13 ALTERNATE MAIN BEAM PIER (c x r it 167 44 CONCRETE BIAS* eLD" Rp Iiii ON OUT rEotrem) x if x fe MLO* C*CRETE mom IS • j�p a I RER CAM JITH O04= BOit OT THE M b'T MOT Wo 11t. B0B®®®O®9®p rxto' CFTo BLtm Ir �s •, oF���� I�TM pus SINGLE STACK BLOCK PIER No 45484 e� ao00� AdVA* mw Tr STA? E:-F C R T 0`0 ���oo aa� TT' II Jr I Ir II00 CAME BLOCKS AM SH* S'01V AL®®® GY RE Tin AMD a �BBOeadeTo®®�°° � ��1� A 4 x 97E IIORfX AL OFFSETS FKY THE TOP TO THE (SEE I BOr OF THE FOR DUST NOT Ex®11t. PIER CAFgaED OTH COICAETE- � TWAIM UNIER (SEE %5) 8' x if x 16' MLM VAS* 810015 OTH GPEM MLS "WA DOUBLE STACK BLOCK PIER 16,000 LrA CAPAM (SEE k01E 0 A 12) FLOOR WIDTH MAX, MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOOR 2428 LOS. 3488 LOIS. 4548 LB& 5608 LB& 166" *DE FLOOR 2661 LOS. 3838 LBS. 5014 LBS, 6191 LOS. Me #DE FLOOR 2961 LBS. 42W LBS, 5615 LOS, 6941 LBS. PIER LOADS INCLUDE *EIGHT OF PIER UP TO 250J - ADD DIFFERENCE WHEN PIER WEIGHT IS GREATER NOTEt UNIT *DTHS INCLUDES A 6' OVERHANG ON BOTH' SIDES VAXNA RM C (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSI') I 1, SU-OI-Gal FOR PAR SPACNG #TEN 16' 1151 PIER PADS, I�r� t154G 16' x 16" �P'R PADS CONCRETE KU 1ST BE LISTED Alp CERiD1ED TD EXCEED OR BE EQU $ #HE4 USNG PIER PADS THEY VuST BE LISTED & CERVIED TO EXCEED OR EQUAL 04 PIER CAPAM A START I-BEW PIER SPAOO 24' FRTV EACH E%p OF THE H AT EACH T-TEW Alp VAx SPA04 9* N THE CHART A80VE FOR FILL LENGTH OF , 4. A4y piER HEIGHTS ABOVE 6Y I6IST TE DE Jt W or A P.E. OR ARCHITECL & �CD�+�VUOST BE SAME L0jGTH AND #DTH AS THE REAS di j THEY REST, AAFRS*D 6. BE PLATS 4A4Y =R IVERTIIttAL OR 2 OR 4 Ilp 4*k wm ca�ETE moot 1 AY I#NO ZPV ; YI ALL EXPOSURES 20 PSF ROOF 10 PSF .ML. APPROVED BY INRevised Oct 17,2008 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MCIOBAN HOMED " a A� DO" Or. O.A. DATEt 2-8-99 REV. LETTER: M193 pa 1c 11TO ALT. MAIN BEAD PIERS B SAFETY HAARBOR�ROiIDA 34695 � �R�06L5 t IW G 10-08-08 PHoHE (727) n6-11aa m, `� iIu° °eam Snon SU-01-0021 ( ) 14 MINIMUM HOME SET HEIGHT 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. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ 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 MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU-01-002210 15 16" X 16" PIER F'OOTER 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** 1 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS '3556 LBS 4444 LBS 5333 LEIS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* .MIN. 342 1/4 SQ IN) MAXIMUM I-BEA'M 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 g4 SEE NOTE #4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 1 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" ?9:1/2" T01" SEE NOTE #4 SEE NOTE N4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS.' 5942 LBS. 7130 LBS. 8319 IBS. NOTE: UNIT WIDTHS WITH ►► INCLUDES A 6" OVERHANG ON. BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEEPAGE SU-01-0021 /o s"'A NOTES: I. PRE -FABRICATED PIER PADS.MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: u �.: . G' 1in DAPIA APPROVAL: s EE C/f << s } FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL."' �' C - T Y - (�' G l 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE ►,`)^.� APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM }�! PIER CAPACITIES SHOWN ABOVE. i. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HONES INSTALLATION INSTRUCTIONS, • . S ; A T E Or' 4� '. ti / •. • . ..•:.: .l,..h��ti, ., 1t,,.:...t...14 OCT 112 9 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR •: INC IV ]-BEAMS r (24' MAX. FROM ENDS). FEDERAL MANUFACTUREDHOw1E MNSTIRKPON AND SAFETY STaVOW A C O D S E N HOMES �1 L-1l. 1J !v JACOBSEN NOTICE: THESE sPEancAnaNs AND DRAWINGS ARE DRAWN BY: . D.M.T. DATE: 09-22-01 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAVANG.TInE: PRE-FAB: 16' $ 18 1 2' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECFIC PORPOSES AND MUST BE KEPT CONFDENTIAL AND SECRET -FROM 071tRi DRAWING NUMBER: SU—OI —OO23 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" WOE 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 H4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 112" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE g4 184" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LEIS 5495 LBS 6868 LEIS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* ( MIN. 400 S'Q. 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 q4 SEE NOTE q4 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 #4 SEE NOTE b4 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 NOTES: EN APPR(''l �ryf 4`l.b,:...... �tj rrir DAPIA APPROVAL: 1 CgLC. PG' 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE THE JACOBSEN HOMES SET-UP MANUAL, �.t Q• ,. �STE;? •., rir �;�r�G CSCE r J FOOTINGS SPECIFIED IN NO..• 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE )10334 APPROVED BY., MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM S PIER CAPACITIES SHOWN ABOVE. a's r" 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN t •� � O CT 11 1 t HOMES INSTALLATION INSTRUCTIONS. ' WITH 10- ��'•sTaT� •A�:'• !NC, 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS OR yort+�' ,� •a�' 12' I -BEAMS (24" MAX FROM ENDS). DERAL MANUFACTURED HOME _ r .11r.NglIq • JACOBSEN HOMES NOTICE: + +rtr THESE SPECIFICATIONS AND DRAIINGS ARE aD BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18' X 22" k 20' PIER PAD SPACING P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REGFIENT FOR SPEO16 PURPOSES AND MUST BE KEPT CONFIDENTIAL AND sEU1ET rRoM Own 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 y4 144" WIDE FLOOR** 59 1/2" 93,1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE N4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE y4 SEE -NOTE #4 184" WIDE FLOOR-* 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I=BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 95 1/2". SEE NOTE #4 SEE NOTE #4 SEE NOTE N4 SEE NOTE A4 SEE NOTE N4 144" WIDE FLOOR.. 81" SEE NOTE q4 SEE NOTE N4 SEE NOTE #4 , SEE NOTE p4 SEE NOTE #4 160".WIDE FLOOR** 74" 115" SEE NOTE g4 . SEE NOTE #4 SEE NOTE y4 SEE NOTE a4 184" WIDE FLOOR- 65" 101" SEE NOTE y4 SEE NOTE H4 . SEE NOTE g4 SEE NOTE y4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS... 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS 'SEEPAGE SU-01-0021 . NOTES I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN OV j4 j !y �` � .•• G�� ��'•'•." Nci. `�''• t DAPIA APPROVAL: S « FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �� ¢� —rY— f4• 03— l 41 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103" NPPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ' PIER CAPACITIES SHOWN ABOVE. '0 STATE Co w QCT 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS.•• `' 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS /.10' FOR UNITS WITH 10' OR .• Q �� �'�.` ty •• INC, 12• I -BEAMS (24" MAX. FROM.ENDS). s EDERALMANUFACTUREDHOME InARDS ❑ JACOBSEN HOMES xo7[ND THESE SPECIRCATIONS AND DRAWINGS ARE DRAWN BY; D.M.T. 09-22-01, REV. LETTER: DRAWING TITLE: PRE-FAB. 17 X 254 24" PIER PAD SPACING „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONRDENK MATERIALS OF JACOBSEN MARAIFACWRING INC. SAN MATERIALS ARE FRONDED, TO THE _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECOIEHT FOR SPEGM PURPOSES AND MUSE BE KEPT CMUNTIAL AND SECRET"ODM . DRAWING NUMBER: M SU-01-0025 18 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 113 1/2" SEE NOTE q4 SEE NOTE q4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WE FLOORos 96 1/2" SEE NOTE p4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 'SEE NOTE #4. 160" WIDE FLOOR.. 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE q4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH to INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU/-01-0021 40 5`LeG15l Ai/O .� O� NOTES: �- PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN A OV L.f r; �, ^?•,y . • •• 4,P..-&ST [k�C ' ;; OAPA APPROVAL 1. PRE —FABRICATED FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. �.��� ��, , 'a rt G_ r4/.- 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �� 910334 g z APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �M �t • fL .O S'1 ATF_ � QCT HOMES INSTALLATION INSTRUCTIONS. >:�6`�� '• `'` 4. MAX. PIER SPACING 8' FOR UNITS V117H 8" I —BEAMS / 10' FOR UNITS WITH 10' OR • INC.NIP � 2" I —BEAMS (24- MAX. FROM ENDS). F�F ! 11HOVc JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRAWINGS ARE 'DRAWN BY: D.M.T. DkMSTRUCTION AND SAF 09-22-01 Y V,;Wt , DRAWING TITLE: PRE —FIB. 26" PIER PAD SPACING m P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AM MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01 —0026 19 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (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 Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq' in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq, in. MIN. PIER CAP. 2708lbs. 34281bs. 41481bs. 48681bs. 55881bs. 63081bs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in C\l MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS Q w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' ra 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. 00 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. cfl 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 37751DS 4575lbs 53751bs 6175lbs 1 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 00 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. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs NOTES: QSEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. QSEE NOTES: -O, Q • AND ® UNDER TABLE I, PACE SU-01-0040. Q FOR ALL UNIT WIDTHS, USE 177 sq/in PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES WADE. FOR OPENINGS THAT ARE 96 INCHES TO 114 INCHES, USE 242 scLAn PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO'D) ® FOR PROPER LOAD SPANS, SEE SU-03-0001. (-LOAD SPANS" ARE CLEARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY - IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED A8014E FOR EACH CLEARSPAN) Q CHECK WITH LOCAL JJRISDIC11ON TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. CALCS. 910334 l -0', TE OF 2*TAc) DAPIA APPROVAL: WINDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED EY I *0� INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICE: , I 111111 fARVM`8T B.E.M. DATE: 2-6-99 REV. UTTER: THESE SPECIFICATIONS AND DRAWINGS ARE P.O. BOX 368 ORIGINAL, PROPRIETARY, AND WIDENRAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART /� INC. SUCH MARER[ALS ARE PROVIDED TO THE FOR MARR. WALL OPENINGS /� ❑ SAFETY HARBOR, FLORIDA 34695 RECRENT FW SPE= PIIR7 M no MT BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM 0711M SU-01-0030 21 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Q ( PIER SPACING SOIL BEARING PSF CAPACITY Q2 © 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 (] (5 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 g5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 4Q S—O" MAXIMUM FROM EACH ENO 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. O 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. vPQ•GT......... STER-.<< -; 910334 OF is ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED EY IN INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICE:V "f"01111 i�4Y'� M T DATE 2-8-99 REV. LETIER: THESE SPECIRCATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND 0WIDENHAL DRAYANG TITLE: n P.O. BOX 368 IMAiERIALS OF dACOSSEN MANUFACTURwa PIER FOOTER SPECS CHART W- SUCH MAMULS ARE FRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECI?IDIT FOR SPECFIC MKFM AND MUST BE DRAWING NUNBER PHONE (727) 726-1138 tVT CDHRDMM AND SEW FROM OnM SU-01-0040 22 MOBILE HOME SET-UP DIM. 'A' I 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). ❑❑❑❑ ❑❑■❑ DIVE] ❑ ❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING INC. 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: - 00 DRAWING TITLE• OLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 23 SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED PATE 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 NTH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING- STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING. IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE .ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES THESE sPEaFTCANOTLCM DRAWN BY: DALE REV. LEVER: naHs AM DRAINNGS ARE M.T. 12-22-94 ORI A4 PROPR1EfARY, AND COWDENUAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SET UP NOTES INQ SUCH MATERIALS ARE PROVIDED TD THE SAFETY HARBOR, FLORIDA 34695 REti W FOR SUM RIP SES AID MM BE DRAWING NUMBER: 02-12-0E PHONE (727) 726-1138 WT OONFEW& AND SEW FROM OHM SU-05-0001 24 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ I I ♦I I I♦ I I I I I I nm. ♦ I ^IIII• ♦ ,qu, ♦ illlli oll„ I "Illo mll� I 1 lum ' wlr. / 7TT(1 1PV0. +IIII�• "IIII� n4U. w• .,IpV. •dhl. mlv ,Ilw ,Ipn. Illy +pll^ auo. •mu. illll�. — 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) 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: ❑,.❑ ' 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 25 SHINGLE INSTALLATION Tiw.rs. -srua� rnW.ci II rrirFrs �. II ..� .r. co u7 co SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYM ENT 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 ❑IVE P.O. BOX 368, 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: J DATE: 12-21-94 26 SU-05-0011 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 i 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 15 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 ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRANINCS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑"❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND,MIhT BE 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 P.O. BOX 368 SAFETYHONEHARBOR,) FLORIDA2384695 NOTICE: THESE SPEancAmoNS AND DRAWINGS ARE ORIGINAL, PROPMETARY, AND CONFIDENTIAL MATEPoALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE � T FFlDDM AND SE S� v DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: (09-30-08) DRAWNG TITLE: EXTERIOR SIDING APPLICATION DRAWING NUMBER: SU-05-0030 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 {�- MATING LINE OF UNITS II SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑�❑ ��Ir� ❑❑❑❑ 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 PRDNDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 29 •�� L. �+=�-�+' it 9 -1 'T7-il(� cr S • CINV Z ' �vOt2il-"f�iNl !�Micts �N.11�:nF.t.l ��� (m 11? '70 , a � �i f 107'1d� p,� ::: H11C'15dri1y o1.(�lzi�9�o) _ ME 4 (1S ties ` N (UL -dam n '•?.t'C�-�3 MEO, NipWd C��r�-�Iv� •�tIW nod -�. II kVW4r7'U P.41P �:�M U;-P=t !,I I - ONJ £ t Tni LN A13 a3A0addd APPROVED BY - O:N% JUL IS M .jV . f INS �4, ��FZI� �A� ,nr�l�� 355 i o0 000 i (Hod-) (veocR PAY) p `ptn vj TH u u If/ W.XYIL )C2�1 �Af�L �h U G.G. Gt? fu24--T1g6, 3-7I81,o.C. oEZ IRE* `� �' D� �' 7 q.} b�Gr 0: A�'a I NO ►.r�'S �_✓ CMIN) a-L' t �I��j�d— �D��C/-1�— 11 TYa� ViidYL Sc�n,q� INSra�L.�4PGrL ZONE MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLYTHROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS, CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE. END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET". AREA OF, THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑�❑00 JACOBSEN HOMES 0;;� P.O. BOX 358 ❑❑❑❑ SAFE HONETY R(2 )F726 11 84695 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 32 DETAIL "B" S.A. 6-6-94 SHUTTER INSTALLATION SU-05-0034 MOBILE HOME SET-UP TI DOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE 111). 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 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 PTME ANCHOR PLACEMENT L CMUST 30 THE LIT i D MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. FOR USE \IERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ONJULFUM ww we 1 3► ING. SA NOT APPLIED D TO TIE —DOWNS TIE—DOWNALTERNATELY LYRAPS ON ONE ON OPPOSITE SIDE OF THE THE HOME MAYY. BE N NOT PULLED OFF THE SUPPORTS. ,.W,W,,,,. _r 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. ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS"OF JACOBSEN MANUFACTURING DRAWN BY: S.A. I DATE: 7-20-94 REV. LETTER: DRAWING TITLE: TIE -DOWN STRAPS ❑,�❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-O7-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 34 r MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: _—�� CONDUIT DROP FROM HOME —EXTEND 1 1 MINIMUM — AMP TO BELOW GROUND LEVEL OR SEE 2"" MINIMUM — 2000 AMP LOCAL CODES TYPICAL ELECTRICAL .CONNECTIONS CROSS -OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 2 NO. 1 1 NO. 1 NO. 6 200 2 2 NO. 0 1 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE sPEOFICAnoNS AND DRAMINGS ARE DRAWN BY: B.C.K. DATE 03-30-12 REV. LETTER: ❑❑■❑ P.O. Box 368 ORIGINAL. PROPRIETARY, AND CONROENTIAL MATERIALS OF JACOBSEN MANUFACTURI DRAWING TITLE SET—UPELECTRICALNG B ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROY1DED TO T1 REOPIBIT FOR SPEORC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 l(EPT CONFIDENTIAL IUD SECRET FROM OHM SU-09-0001 35 ELECTRICAL CROSS -OVER & TESTING PROCEDURES 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 TESTED. (FOR WIRING CONTINUITY -CONNECTIONS ST PRO EDDRES SEEM MUST BE SU-09INSPECTED AND —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 FAILUROETAT ANY FXAND TUREGROUND EQUIRESCHECK REPAIR ANDDETERMINE O OPEN GROUND. 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. WIRINGNOT 0 EXCEED CAPACITY OF E CS-2005 JUNCTION BOX(S) PER N.E.C. 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. PLACE 5 HAVE BEEN E�ORECOVER SREPA ONER JUNCIRING TION BOX(S)C AND R ANY CUTS VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE.. REV. LETMt DATE NOTICE DRANK BY: D.M.T. 05-25-06 00�� JACOBSEN HOMES THESE SPEdFlCATIONS AND DRAWINGS ARE ORIGINAL, pOFJACOBS AND CONFlDEONIG oRAN7Nc mLE ELECTRICAL CROSS —OVER YANUfACTUPoNG MATERIALS OF JACOBSEN ❑❑.❑ ❑ E] P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR,FLORIDA34695 REcrPNNoJE DRAWNG NUMBER SU_p9_0010 (09-29—OS)r PHONE (813) LAE I 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 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 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. o❑❑❑ JACOBSEN HOMES �"❑ P.O. BOX 368 ❑❑�❑ SAFEPHONER(0 7) 7261D1384695 NOTICE: DRAWN THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWIN MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWN KEPT CONFIDENTIAL AND SECRET FROM OTHERS. S.A. - 6-6-94 TITLE: TYPICAL ELECTRICAL GROUNC 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. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE . S.A. . 6^6-94 ❑❑■❑- ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF MANUFACTURING P.O. BOX 368 - INC. SUCH MATERIALSRIALS AREE PROVIDED TO THE LIGHT FIXTURE INSTALLATION SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-09-0030 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 TH'E 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DALE 3-22-95 REV LETTER: ❑❑■❑ ORIGNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTMNG DRAWING 1ITLE: TEST A ❑,�❑ . P.o. Box 3sa INC. SUCH MATERIALS ARE PROM TO THE PLUMB. CON. & .GAS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPENT FOR SPEOFIC PURPOSES IUD MUST BE REPT CONFIDENTIAL AND SECRET FROM OTHIM DRAWING NUMBER: SU-11-0001 (09-N-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 (AIROR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM: PRESSURIZE SYSTEM TO 160 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 .PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER: DRAINAGE SYSTEM TEST CONNECT ALL DRAIN_ DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO, COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE. TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED, WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO ,MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES 'mm SKNICA1IM uo DRAVRM ARE DRAWN BY: D.M.T. uA7E: 09-29-08 REV LETTER' Ht ORONAL. FRORETARY. AND COND mu. DRAWING 117LEP.O. BOX 368 MATERIALS OF JAOOM MANUFAC MIG wQ SLU MAIMALS ARE PROVW TO THE PLUMBING TESTSAFETY HARBOR, FLORIDA 34895 FBPW Fat S q= PLAIpOSEs iYD MUST BE DRAWING NUMBEk PHONE (727) 726-1138 KWOONFUM& AND SECRET FROM O11E]iS $U-1-0002 1 40 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. p-R DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOLJ 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 � m � = 2" DRAIN LINE = 3" DRAIN ,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. UE]DE-10 JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 41 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN - W.C. DROP / 2" 3" / / D O VENTEDC 3" ALT. DROP / TYPICAL O / / 2" DROP BOTTOM 3 3 OF HOMINDIC / 1 1/2" DRY VENT 2" (SEE ALT. FOR / OPT. WET VENT UNVENTED / CONNECTION) 0 t INSTALL FULL SIZE W.C. DROP / / 1 1/2" 2" CLEAN -OUT IF SLOPE IS E S" BETWEEN OA Q 2" PER FOOT /4 / / USE OD IF CLEAN- 3" D O 3" OUT IS NOT NEEDED TYPICAL 3" @ 1 1/2" DROP 3" / 1 1/2" 1 1/2" O �-- MINIMUM SLOPE / 3" 1/B" PER FT. FITTING SCHEDULE WITH CLEAN -OUT 1/4" PER FT: A VERT. TO .HORIZ. (LONG TURN TY OR COMB. Y k 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 3 4" DROP 3/4" ELL / / �3/4" THREADED INLET / / 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL SINGLE WADES 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 -WADES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: DRAWN BY; DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94• ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑m❑ MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRONGED 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. SU711-0005 42 WATER LINE CROSS -OVER (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 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 PRONDED TO THE /!-\\ DRAWING NUMBER: SU-11 -0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 43 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR .THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE- UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER .IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY. 4'-0" O.C. TYPICAL RETURN AIR DROP. TYPICAL - SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER 'Y FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND RETURN DUCTS. COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAWNGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS DEW]MATERIALS 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DIRFE]SAFETY P.O. BOX INC. SUCH MATERIALS ARE PROYM TO DRAWING NUMBER: SU-1 3-0001 0000 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OHM (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 TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE o 0 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 N. 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 0 0 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 'CONNECTIONS' THREE INCHES. BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BondCE 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 (FOR LOW, MEDIUM OR HIGH PRESSURE NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** SPLICING A) PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. D) PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ** PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAM7NC5 ARE �nHnry DI: S.A. UHIL: 6-6-94 RC.Y. LCIILR: ❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: „❑ UEJ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO 111E MOBILE HOME SET—UP DUCTWORK ❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0010 45 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. r NOTES: NSTALLED DUCT iT BE METAL :X OR RIGID CAP. CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAMINGS uNAwN eY: R.R: DATE: 01-21-00 REV. LETTER: ❑❑■❑ _ - P.O. BOX 368 AND ARE ORIgNAL, PROPRIETARY, AND CCNFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: ELECT. CLOTHES A ❑"� INC. SUCH MATERIALS ARE PROVIDED TO THE DRYER VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - RECIPIENT FOR SPEOFlC PURPOSES AND MUSF.BE KEPT CONFIDENTIAL AND SECRET FROM O1HER5. DRAWING NUMBER: SU-15-6001 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 --k PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) I II V 1 I\ILV 4'-0' O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. ,-1 (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. 1 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. DODO ❑■� 0„0 ❑��❑ JACOBSEN HOMES P.O. BOX 368 SAFETYHARBOR, 726 1134695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE �T C�IMnAL fpg� � S DRAWN BY: M.T. DATE 03-08-07 REV. LErrE n IL�J DRAWING 11TLE W H PAN DRAIN DRAWING NUMBER: SU-15-0003 47" 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 f VENT CAP Ikk ❑❑❑❑ bE]Et]E]El JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAXINCS ARE ORIGINAL, PROPRIETARY, AND CONFlDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED To THE RECIPIENT FOR SPECIFlC PURPOSES AND MUST BE KEPT CONFlDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94� REV. LETTER: DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWNG NUMBER: SU-15-0002 48 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH NTO NI PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑ JAC0BSEN HOMES NOTICE: 1HESE SPEgFlCA710NS AND GRAWINGS ARE DRAWN BY: D.M.T.10-31-01ORIGINAL. DATE REv. U TIER: !IE:Ilqlrrl:l PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACORIALS SENARE M TO ING DRAWNG TITLE:D BOTTOM BOARD P—TRAP ACCESS❑❑ P.O. BOX 368 THEIvl OVIDED INC such MATERALS APo FRONDED TO THE SAFETYHONE(?HARBOR, 7261134695 ( ) � TI �Fu�s�wHTE DRAWING NUMBER: SU-15-0010 10-08-0S () 49 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I / DUCTS SHALL BE MADE PER OTHER DETAILS. 00 1 f 00 CEILING BOARD --- I PLENUM (DUCT DISTRIBUTION BOX) U19T MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) SUPPLIED BY OTHERS AIR HANDLER CROSS -OVER ELEVATION VIEW NOTICE.` DRAWN BY: DATE: REV, LEnTR J AC O B S E N HOMES THESE SPEM CAMNS AND DRAWNlS Aft C.L.Y. 3-21-95 O■ oRICINAL, PRaPRRTARY AND CoNFlDENTW DRAWING 1 P.O. BOX 368 MATERIALS of JACOBSEN 4ANUFACTDRINC 'R OHANDLER CROSS —OVER „ SAFETY HARBOR, FLORIDA 34695 ANC' SUM MATOU&S ARE �Dm TO THE FOR up MW HOM DRAWING HuuBErt PHONE (813) 726-1138 CO KSU—AC-0100 ' 50 i.