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HomeMy WebLinkAboutSET-UP MANUALSET-UP .MANUAL JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 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 confider grg suet fro�otY ers, 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-01-00021 ,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 11 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: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 11-21-06 ❑❑■❑ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE Q ❑„❑ MATERIALS AT RIALSJACOBSENARE MANUFACTURING u P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE MANUFACTURED HOME SET-UP ❑❑❑❑ SAFE HONEHARBOR,, FLORIDA 384695 RECIPIENTT CONFIDENTIAL AND SE RM OTHERS. DRAWING NUMBER: SU-01-0001 (10-08-08) _ter WOOD ON (MY TREATED DETAIISi "A" AND "B" PH CAPPED I M SOLID CONCRETE in (Ylfl. 4• THICK) B' X I' X 16' CBLED WISOiQtY BLOCKS-� Mill 00 CB1S VFRI M SEE TABLE I FOR PER FOOTS SUN AND SPACING SIMICATIONS (PAGE 11) (SEE SU-4 FOR 16 X 16 PRECAST PER PAD SPACING) SEE NOTE 14-- lid K ALL ORGAHLC MATE R- AND PLACE PAD ON STABLE SOIL BELOW FROST LINE PSI LOCAL CODE WJOU9E] M TIE-Dn STRAPS ATFAMM-\ TO RIDGE E W CtAUVNS ON EACH SECTION TO BE CONNEW TD A DOUBLE HDW ANCHOR SEE NOTE j4 - DOUBLE HEADED DETAIL 'A' SEE NOTE 13 SEE HOLE DETAIL 'B' SEE NOTE ( we ALLOWABLE SOIL e s� SEE HOTE j2 (SON VARIES VIH VAX. AUOWABBf SCD. BEAM) M CAPPED VD! SOLD CONCRETE SO WL r RM 0' X G' X 16' CELLED HAMM BLOCKS LATH OPEN Cm WERIICA. (SEE NOTE jl FOR MAX PER HELGHTB AND NAIL ABRIE) SEE TABS FOR PH FOM SITING AND SPACING SPEf81 71ONS (PAM 10) —UK ALL CRow MATFRIM. AND PLACE PAD ON STABLE SOIL BELOW FROSADNE AR ILICAL CODE WAIIIIEIM MAX ,oGENS m No 484 m •� ® o ". STATE ® • OF ,�tv s �• • O R 1 O P•o 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MA71NG UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED 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. (ic) m 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING F0071NG 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 INRevised Dec 17,2008 P�l INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFELY STANDARDS JACOBSEN HOMES TlESESPFA+1�06 »►.,BAN UNAWN O.A. 09-07-93 ax rN�,M+n Cnsmanu MAIN= a MWAC UM DRAWING Tilli DETAILS 'A' & 'B' ACMIMM P.O. BOX 366 sum Yo17I�lU13B 05 W =HATkMw"tomL"w � r�MAc SM=� DRAIDNGIaA�R SU-01=0001.1 (12-15-08) Ira 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 SECTIONS) 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: I DATE: REV. LETTER: U0001 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 06-06-94 ^ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:/MATERIALS OF JACOBSEN MANUFACTURING '/-�`P.O. BOX 368 INC. SUCN MATERIALS ARE FRONDED TD THE MOBILE HOME SET-UP 2SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PUINS S AND MUST BE DRAWING NUMBER: SU-01-0002 ( ) PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 09-30-08 3 SEE NOTE #7� SEE NOTE #6 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 >- SEE NOTE #2 .-SEE NOTE #4--� i NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) JACOBSEN HOMES NOTICE: THESE SPEGFlCATIIXJS AND DRAWINGS ARE DRAWN BY: S.A. DATE: fi-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING 401:10do ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0003 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 4 SEE NOTE #7 SEE NOTE #6 2 1 3 4 2 1 NOTEE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL, DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND 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 NOTICE: THESE SPECIFICATIONS AND ORA111NGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: DRAPANG TITLE: TRIPLE WIDE BLOCKING ❑❑■❑ ❑„❑ 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 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 OSAY NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX. i" 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL -0 a-. UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END AND BETWEEN EACH OPENING I. 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 64' O.C. MAX REFER 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) SPECIAL BLOCKING NOTE FOR 15-4" (184n) WIDE FLOOR SLUONS 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 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 -HEIGHT MATING WALLS 4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) 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 BLOCKING IS REQUIRED ANY MATING LINE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 15'-4' WIDE, SEE SPECIAL NOTE. ❑❑❑❑ ❑❑.❑ n L�JI JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE' AK OlIGN L, MUM"IPXMONS MD auw M IM ��+� �oF rOBr. N + I INC.SUCH � GCS ARE YANUFD 70 THE G SUCH YA1FltlAS ARE FRONDED T01Fff tEaOR FOR SPECR PU8 B AM WSf BE KEPT ONFEENRACA10 SECRET FROM ORM BY O.A DAn 4-12-00 `�"` c (�-30-OB) INtAWINc nnE . ADDITIONAL BLOCKING DRAWING NUMBER: $U—OI —0005 61 (APPLICABLE TO ALL IMPERIAL AND R LORO COTTAGES $TH 184" FLOOR WIDTHS -SEE FL-01-0009.2) ON SITE PERIMETER 16 x 16 PIER PAD 17 x 25 PIER PAD MIN. BLOCKING O.C. SPACING 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 48In 24 64"140" 64"/49" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# JAdOB9EN HOME$ P,O, BOX 368 SAF PHpI�ER(7) 7r OR 2�6'D (395 C E NSA°°•� �m�a �o No 454 0 �� SBA E OF 0 ° ° WdtT, Norlde aim SP[OFKAmw AI A AA AL PPOPRETARIGQ nk hraAtS a �t S AK WV oacaPi�r4mGi$°[�� w�ogs�l °� � p►L U� g($1 f OfiE z 7 ALL WINDZONES ALL EXPOSURES 2D PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY ON May 07,2009 INC. FEDERAL KANUFACiURED HONE CONSTRUCf10N AND SAFETY STANDARDS DAZE; T, 03-02-091 SU-01-0005.1 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM 16, FOR SPECIFICS A BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL k, FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES rl*Ttc$ 1FIE� SPECIF1CA710f6 AND DRAMRIGS ARE OfM M. PROPRIETARY; AND COWDEII1IAL ,I P.O. BOX 360 MAMMAS OF JACOM NAM,FACIUIM RN; SUCH NAffJMAS ARE FROM 70 RE SAFETY HARBOR, FLORIDA 3M95 REOPIENT FOR SIM RIiPO!>ES AM MST E PHONE (727) 726-1138 KEPT CMI:M1 ML AM MV Fft MIX COLUMN PIER LOCATION SEE SET—UP MANUAL FOR. SPECIFICS (LOCATE THESE PIERS AT %, THE MARRIAGE LINE) A M.T. I DATE 05-20-06 LICKING (PIER) LABELS B SU-01-0006 6 (1HS BLOCXDIG IS N AMMON TD BLM NG REWRED N INNS MANUAL) 51' NAX 61' VAX SEE OETAL X � SEE DETAIL Irs TYP. RECESSED PORCH 1 W---Yz�.VZI USE DETAIL T ONLY *0 OUTRIGGER IS ON FLOOR JO15T DIRECTLY Um PORCH POST PER UNDER ADDED I -BEAM RECESSED PORCH REOlRiE PERS SPACED 6V O.C.• VAX �LPER UNDER IIQ.'1ED 1-EEA11-J (AND PIERS AT PORCH POSTS) AS SHOWN 64" O.C. MAX _ rPIER SPAaNG AT MARRIAGEWALL NoIE USTANCE BUIEQI EDGE OF PIER AND EDGE OT PORCH POST VAY NOT WO DEPTH OF TAP. PORCH POST Tip. PORCH POST FLOOR JO (51/T) 5 12 MAX TAP. PORCH FLAOICNG • . TVP. Pan ELOORILG �� PORCH FLOOR JOIST PORCH FLOOR JOIST DOUBLE PORCH PO M �� (2) 2 X 6 PT X 1l!' WN DOUBLE PORCH MMM RAIL 2 X 6 PT X lD' W 7MPIPER STRAP E6iI o EEijW 2 TIP. X-DOIN STRAP it Df#D BE1wED12. O FLOOR JOISTS TVA TR:-00YYN (SEEOTHERDETAILS) PORCH FLOOR JOISTS TIP, PER (C X 6' X 161 (SEE OTHER DETAILS) . (a' X it X 161 16' X 16' UK PIER PAD 16' X 16' VR1. PIER PAD S SECTION VIEW Al BOS- CROSS SECTION VIEW Bl TIP. PORCH POST TYP. PORCH POST 1/2'NOTE: Tom. PORCH Fl00RR1G'i DISTANCE BEUM EDGE OF 1PIER AND IDLE OF PORCH POST TAP. PORCH FLOORING_ PORCH FLOOR Nei PORCH FLOOR JOIST WAY NOT EXCO 51/2' (2) 2 X 6 PT X 1B •Itl1L (2) 2 X 6 PT X 18' UK, --,TIP Bwo B�T1Lf:FN 2 • �-M STRAP FMBE1TEEN 2 PORCH FLOOR. JOISTS PORCH FLOOR =5 (SEE am DETALS) LONGITUDINAL�W A2A2 LONGI'RUD�AL. MW- R2MW- R2 DETAIL "A' DETAIL ' B' `a1iliEtlf/Ds� , • NOTE_. . vt O� •''SIFIC''•. Cam.°� DAPIA APPROVAL• NDI1. L AODIINNAI BLOCXIN9 REQl1!(RD AS NOIOAIED ABOVE (USE 16' X 16' PIQL d� G �• fr it` PADS ON 1000 PSF SOL WACIM 2, LOCAlE BLOCpK 1NOER PEOVETER JOIST OR YIIHN S 1/i OF END OF 16, Q.C. 3 PEAIIEIER EILOfJ(W615 REOJIRED UNDER PM AT EACH POST (61' Ot UAX) 4. ADMOM BLOCICIN REQAW AS INDICATED AM UNDER CENTER OF ADDED 1-BEAfI O (64- It VAX) 3. SEE INNER DETAILS FOR OTHER REQUIRED BLOOM LOCATIONS 6. ADOED I-6EAN AT PORCH/1 XIERIOR MALL WAY DIFFER N SIX FROM WIN HOUSE �-Km rri Sx�� � •-�,-�ti" NOTICES JACOBSEN HOMES »� a A& anwa. >'AOhE[TAR7: MO oo1:laDnAL AWiC n YAMUEi of ,IACO8.911 MU MFAQRX= P.O, BOX 366 m sam W1mms AM Ntmom To ni SAFETY HARBOR. FLORIDA, W95 IlEmm im 70U1C IIEa' 0 AID 60 K DRA%NO N PHONE (813) 726-1135 m1 Im omm 9 APPRuVED OT OT ftft r- Dec 13,2006 a IINC. FEDERAL MANUFACIUREO MORE CONSTRUCTION AND SAFETM STANDARDS R.R. I - �_ 11- • ADOITIO w. w. SU-01-0007 ATTACHMENT TO HOST BEAM ATTACHMEIJT MAY BE FLUSH WITH HOUSE -� r HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN iJEU OF "FOURTH WALL CONSTRUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PAR-TIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 NOTES:% 1. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENL• �: �'� ZO' WIDE MAX WINO ZONE 2 OR 12')adPH EXP. 8 SUES, 16' VIDE MAX WINO ZONE 3 OR 14CUPH EXP. B SITES -`�'' r `;i: ;;s•r�; 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL RE —DOWNS 15 24501 WIND ZONE Z 29601 WAND ZONE 3 STF.. r.OF 3. WALL FRAMING IS 2 X 6 SPF 13 It, O.C. '•,•'4 4. 48'. O.C. PERIMETER BLOCKNG REOLIRED ON HOST BEAM SIDE OF HOUSE ;OP.:.. ' 0 JACOBSEN HOMES O TI ArM1GS;A MOD CROW. PaoPlWmy. Am ooim IK P.a BOX she �I MATORALS or "°°DSF�' R4JWACW MD Ati RM MAWAkS mw FRONDED w AE SAFETY HARBOR. FLORMA 34695 R lcmr RN Vwc HiFooST:s " ww K PHONE (727) 726-1136 REPr Cax MML AND SEata RRoy OMM 10 I APPROVED BY ALSO MEETS WINOZO14E -111 EXPOSURE C 20 PSF ROOF 10 PSF D.L MIN n 20,200 91rN C0 FEDERAL UANUFACTURED NOW i CONSTRUCTION AND SAFETY STANDARDS D.M.T. - 01-10-07 — ATT. TO HOST BEAM — R SU-01-0008 BLOCKING. FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT BLOCKING 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 MAIN I -BEAM -7 BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER HEADER AXLE MAIN [-BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. 0� 0 JACOBSEN HOMES P.O. BOX 368 aoa°❑ SAFEPTY HONER(727) 726 1138 95 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPST FOR SPECIFIC K RIM AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM 07HOM 11 HITCH DRAWN BY: D.M.T. DATE: 10-10-08 REV. DRAWING TITLE: TEMP. BLOCKING DRAWING NUMBER: SU-01-0009 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 110" 134" 157" 144" WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4„ TYP 7" OR 8" 30' MAX ::- T TYP (TYP) X X Q Q ' "'•`"'•' "`' NOMINAL 16' X 16" ' SQUARE PRECAST 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. CALCS. C WA_ - 9� (/ 111111t11111/////// NOTES: EN Alpfko tv, �ii� DAPIA APPROVAL � 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND ,�``�p • G\STERF •<< , �'�� No. O •. s APPROVED BY SPACINGS. 91C)3 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHARTtt ABOVE FOR FULL LENGTH OF HOME -o .•.'•.�STATE OF / PINC. 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGSIN�� . ^/ P► .• '�� FEOERALMANUFACTUREO HOME AT MATING LINE OF MULTIPLE WIDE HOMES. �' Ss • •••MHr( CONSTRUCTMQ� E AROS 4. SEE OTHER DETAILS FOR TIE -DOWN. REQUIREMENTS. u ' JACOBSEN HOMES THESE sPEtulcAnoNs ARE,", N `� AN DRAWN AWN BY: M.T. DATE 2-8-99 REV. LETTER: DRAWING TITLE:00-111111111 16" x 16" PIER SPACING P.O. BOX 368 ORIMNAL. PROPRIETARY. AND Ca fMTIAL MATERIALS WC KCORIALS To 1HE M D u SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 AT AM PROVIDED we sva MATERIALS AAE FRONDED RECHETTT FOR SPECFIC PURPOSES AND wST BE MPT CONFIDGM AND SEQIET FIM OTIARS DRAWING NUMBER: SU-��-O020 13 ALTERNATE MAIN BEANS PIERO (r X Ir 6 � a NUT REMO) IASB1°0� "%O(Sxa 04016>FO PIER CAPPED 'ewcXFATED LUF RIR (SEE 1101E 15) ® ®a- ® -#.. X it X W CEl1ID BL m-� W c �y°A•����°; #TH W4 � SIN GLE STACK BLACK PIER I�=AR TO Am BE ? No 45484 do8,DO0 IrU1� CAPAOT -SEE Iwo 0 o sroV4 MAW I -ow ° 1m{O0D 9�S (pE y� Boe O R E Q S/01YA �y0ee®°® 'ppESSURE TAEA�YRE •TANfl A�/OR `tQq(T 4 X SIX fCR Ate (SEE i PIER CAPPEp OTH OONt KM 1 ROTATED LUkt (SEE NOTE J5) _ 8• X e'16SV WAL O OKN CELL DOUBLE STACK BLOCK PIER 16m, LK CAPACITY (SEE NOTE 0 A 12) B' X 6' X le HOLLO* CONCRETE BLOCK s SHQ,Nk, NIXAX IAL OiFSE'3 THE TOP 10 THE BO OF THE PER 1{OT EMU 11t. E1• X r 11L; NO 4 CONCRETE ROCKS AM SH* TAL OFFSETS FR01J in TOP TO THE B TT OF THE RER MUST NOT EEO I%t. FLOOR WIDTH MAX. MAXIMUM 1—BEAM PIER SPACING (CONTROLLED BY PEER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144" *DE FLOOR 2428 LBS. 3488 LEM 4548 LBS. 5608 LBS. 160" *1DE FLOOR 2661 LOS. 38M LEM 5014 LEIS, 6191 LEM W SIDE FLOOR j 2961 LEIS. 4288 LBS, 5615 LEM 6941 1.11S. PIER LOADS INMUDE VP(;HT OF PIER UP TO 250/ - ADD DIFFERENCE WiEry PIER WLWHH Is UnA►ER. NOTEt UNIT #DTHS INCLUDES A 6. OVEBIR" ON 13011f SDES VA" (CHECK PHR PAD LOAD CAPACITIES BASED ON SCL BEARING PSF) 01-OOIO FOR PAR SPWf 014 160 X le PER PADS, jo USING le X ie PaER PADS OTHER iNAk CpkCREIE itEYi BE 1T51ED AND CERTIFIED TO EXCEED OR BE EQUAL 4 Wt PIER CAPAOTY. 2. #0 USING PIER PADS THEY VUST BE LISTED A C RT6IFD TO EXCEED OR EQUAL 4N PIEA CAPAM sr5PAaO _+' FR0V EACH EkD OF Of x0, AT EACH I -BEAM AID Bf CHART ABOVE FOR FULL LENGTH OF FK>yE, 4. AkY P¢R NDGtR1S ABOVE 6Y MUST BE DE901ED BY A P.E. OR ARCHITEC[ 5, C,APSMUST BE SAME LE4GTN A)p *01 AS THE PIERS QN r�N BEY REST, 6. HAPSUSED FLATS FILL kA4Y =R I nI 1 OR 2 OR 4 #P k*k SOW C01XTE MOCK VAY GAm Moo JACOBAN HOLED �n5 P,O, BOX 30EMU �n SAFE�TYONARR» 7266 � 1A�34695 � (ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY NRevised ct 172008 000rpcm.' FEDERAL fWNUFACNRED HOME COMSTRU&IOX AND SAFETY STANDARDS O.A.D 2-8-99 �� LETTER ALT. VAIN BEAM PIERS I U SU-01-0021 1 (10-08-08) 14 i MINIMUM HOME SET HEIGHT HOME I -BEAM 0 z 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. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING MIN. HOME SET HEIGHT ❑„❑ 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-01 -0022 15 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 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- 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 j/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 �556 LEIS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SOAN) MAXIMUM I 'BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 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 jj4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o s/Cfl i NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: 4y• G DAPIA APPROVAL: FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. :� " ' rY- ( 4- 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. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. �� ' A�,� AEy- w C��'•'°'- '�"' ' r, chM1S1. OCT I NC 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR 4. MAX. PIER SPACINGINC. =.�'"'� 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME STRIC11ONAND SAFETY STANDARDS ��❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-�1 REV. LETTER: „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CCNFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED 10 THE DRAWING TITLE: PRE-FAB: 16' & 18 1/2' PIER PAD SPACING / ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECADIT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFlDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: su-01-0023 —16 ol 18X 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 #4 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•t 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LEIS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 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 p4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2" 69" 94" 119" SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH .* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 nr /0 0 NOTES: EN APPR(��l pry . r.� DAPIA APPROVAL: 1 I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE MANUAL. .ba,:......�''�., �� �Q. ,.G�c� r[ � . i,`�'` CCS`� _ r Y (,� e2- J FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP i4o. :.Qlp '10 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE •, i L C APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM :'�.,;},� PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN t TF �_-- HOMES INSTALLATION INSTRUCTIONS. •.. �' o� INC. 4. MAX. PIER SPACING 8' FOR UNITS WATH 8' I -BEAMS / 10' FOR UNITS WITH 10" OR ., 12" I -BEAMS (24' MAX. FROM ENDS). EDERAL MANUFACTURED H00.1E j JACOBSENI HOMES NOTICE: + ++{� THESE SPECIFICATIONS AND DRAWINGS ARE +8 BY: D.M.T. DATE: 09-22-Ot REV. LETTER: DRAWING TITLE: pRE—FAB. 18' X 22" & 20" PIER PAD SPACING ORIGINAL, PROPRIETARY. AND CCNFIDENTIAL MATERIALS OF KCOBSEN MANUFACTURING P.O. BOX, 368 „ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROMDED TO THE RECVIENT FOR SPECIFIC PURPOSES AND MUST BE AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0024 PHONE (813) 1726-1138 KEPI CONFIDENTIAL 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 g4 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 INS MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 95 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE y4 SEE NOTE Q4 SEE NOTE #4 SEE NOTE y4 SEE NOTE ya 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 1 ESEEE#4MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS12.000 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN P Dy ",4; DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE 1`�Q, ' (j�C � �! -: ..�~ '� 5 Let CITLLS P%- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �'�� No. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE f.��0 MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 'tl STATIE +ffEUERALMA QC 1 1 1, HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS WITH 10" OR '��'�•S ..� �."'�' C^�~.INC. 12' I -BEAMS (24' MAX. FROM ENDS). I V CTURE0 HOME NOTICE: DRAWN BY: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. TE: 09-22=01 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONRDENDAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING W— SUCH MATERIALS ARE. PROVIDED TO THE PRE—FAB. 17 X 25 & 24" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 RECIFIENT FOR SPEOM PURPOSES AND MUST BE DRAWING NUMBER: LPHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0025 18 26I' 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 #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 96 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•R 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 i i NOTE: UNIT WIDTHS WITH to INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN f�A OV 'L F d !•• ';,� C` .....�,r DAP A APPROVAL' 5E� GALE, f6 1 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ,`� ��� VQ'•' G�•'T�'�i� /J FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 91 APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADH IRED TO AS SPECIFIED IN THE JACOBSEN • . �� �� 4 p L`7 HOMES INSTALLATION INSTRUCTIONS. SPACING B' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR Nl'.l Ifs IC 4. MAX. PIER 12• I -BEAMS (24" MAX. FROM ENDS). V HONIr JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRANWGS ARE RAWN BY: D.M.T. OkMsTRUCTIONAND SAFE 09-22-01 Y pUjJEQ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF OZOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING TITLE: PRE—FAB. 26" PIER PAD SPACING DRAWING NUMBER: SU-01 —0026 „ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. Lv 19 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.Ik MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH es* SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 126" IMDE FLOOR** 58' 89" 120"ns 120's** 120"*ss 120's** 144" WIDE FLOOR** 50" 76' 103"sss 120"*** 120'*** 120"*** 160" WIDE FLOOR- 45' 69 1/2' 94' 118"*** 120'*s* 120'*** 184' WIDE FLOOR** 40" 61" 83" 104'*** 120'*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SiOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY RE ROW) T1PICAI. PdR FRAAA(EE I -BEAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD ede0®B4®0Rose*, REF. CALL. PG. ®e0`�. G. E®��0o ems, C-SU - 19.01 4 � � NOTES: o o t! .;� 9 . m DAPiA APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIFED IN THE JACOM HOMES SET-UP MANUAL m e APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ® ', S7%.'r,'• PIER CAPACITIES SHOWN ABOVE o���°o ^ .` �(/ m� "���`e IN pDeec 0009 ®o�s • <.� "�.: INC. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPE�TED IN THE JACOBSEaI ®9g�®®sgp • • FEDEW DWDIFACNNED"ME CDNS1TWCfI0N MD SAFETY STANDARDS 4. N�A%.�PIERNSSPACING B' FOR UIOINSTRUCTI� 1H 6` I- -BEAMS / 1C FOR UNITS WI1H 10" OR 12' 1-BEAUS, (24' MAX FRCIM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PER SPACING IS LESS THAN 48' O.C� JACOBSEN HOMES )F014CD DRAWN BY. M.T. DAZE: 11-23-M REV. LET1E]t DRAWING 11TIF: 17 X 22' PIER SPACING P.O. BOX 388 �' "CwF Ka rq AND o X-w=n YAIERIALS OF JAC08SEN' YANUFACRRtOlC SAFETY HARBORM695 0k &ICI WTITDAIS AIE PROVAlFD T01IE IE�BR RR �mITC RIP= AND WN BE DRAWNG NUMBER: PHONE (.,,)FLORIDA3726-1138 KEPT OCNROODIAI. MD SMI FRW 01M SU—�1—Q027 20 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q (FOR SIDEWALL OPENINGS SEE NOTE Q) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w 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. cli 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 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. `r 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 if) 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in � MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 Ibs. 5121 Ibs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. Co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. co 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 1 6135lbs 7055lbs 1 7975lbs NOTES: �t sEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. OO SEE NOTES: OO , OO • AND ® UNDER TABLE I, PACE SU-01-0040. Q FOR ALL UNIT WIDTHS USE 177 sq/.n PIER FOOTER UNDER SIDEWALL OPENINGS. THAT ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1000 PSF SOIL BEARING REO•D) ® FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOADiSPANS' 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) Q CHECK NTH 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. Muni ENGINEk,%N GQsTEq F�4! Q No. Fo' 910334 •' STATE OF a i .to � r WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. APPROVED BY IN INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NOTICE: �� THESE SPECIFICATIONS AND QR�1A1`BY: B.E.M. DATE: 2-6-99 REV. LETTER: ■I P.O. BOX 368 DruNrlts ORIONAL, PROPRIETARY, AND CONFIDENTIAL MERI ATALS OF JACOBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART „ 1 INC. SUCH MATERIALS ARE PROVIDED TO THE FOR MARK. WALL OPENINGS SAFETY HARBOR, FLORIDA] 34695 PHONE (727) 726-11'38 KCPIENT FIR SPECfIC PI1<MM AND uusl BE DRAWING NUMBER: KEPT C HRMIML AND SECRET FROM OTHERS SU-01-0030 21 TABLE I PIER FOOTER SIZING `AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Q1 Q5 PIER SPACING SOIL BEARING PSF CAPACITY 2Q © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH - MAXIMUM Q Q PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000' 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM Q PIER SPACING SCAPA ITYING Q ©F RE ARIEA,DSQIEIN.FOOTER 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941$) 2000 500 2500 400 NOTES: 0 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. Q3 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. Q5 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. G A_ 91s-' O I` 9 5-f 0 2 v ``VlArr,VV'bTjj jljF4i �POG\ST EqF No. 910334 cTo.TE OF W ALL ZONES ALL EXPOSURES 20 PSF'ROOF 10 PSF D.L. APPROVED EY INC. FEDERAL MANUFACTURED HOME CONSTRUCTION MO SAFETY STANDARDS MAR 0 1 lggg . -- No"" E:- —Fill Iniv -- -.. M.T. - 2-8-99. JACOBSEN HOMES msE sKami Ns m MArmHs AM n ORIGNAH, PRwKTMY. AND CCi1DENTUL DRAWWG TITLE: fy UATFRRALS OF 1AHXIM �ACA"C PIER FOOTER SPECS CHART P.O. BOX 368 DfC SUCH OF ARE PRomM TD THE SAFETY HARBOR, FLORIDA 34695 REITPIENT fat SPE= NA8W AM WST BE DRAMIWG NUMBER: PHONE (727) 726-1138 IVT CONRDEHIIAL AND SEAtEi FRDII 01lEl6 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). ❑❑❑❑ ❑❑■❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S. A DATE: 6-6-94 KLV. LLI ILK: DRAWING TITLE- COLUMN SUPPORT SPANS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROMDED TO THE DRAWING NUMBER: SU-03-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 726-1138. 23 SET UP NOTES (CLOSE UP) YOUR HOME Is EQUIPPED WITH A FACTORY INSTALLED MATE 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 ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE OR FOAM SEALANT. ISE-UP PLASTIC, IF LEFT SECTIONS. WHEN THE HOME'S SEALED WITH LATEX CAULK. 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 HOMESOaGINAL NOnC W TMY AM � BY M T °A 12-22-94 � A DRAING TIRE' SET UP NOTES P.O. BOX 368 90 MA DRAWING NUMBER. $U-DS-ODDt SAFETY HARBOR. FLORIDA 34695 N UW FOR 9EYiIC RIZ M NO W9 BE . fRW 02-12-05 PHONE (727) 726-1138 KEPT CdFUB11T�AL AND SE00 OHM 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 MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦I I I♦ I I I I I I nIIN ♦♦ +nll� ♦ dW,. ♦ I AIII� ♦ •pilV ♦ -OIII,I "IIIU, ^IIIii� pIIV +Ilp� iilll� pIIN nllpi. .Anp� +Illry �Alln� slip. I +nll� .•illy. only. ^Illli rally. COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. "01I ALLOW TOP END OF TOP ^In. ROW OF SHINGLES TO EXTEND pp/ ACROSS RIDGE ONTO OPPOSING i� 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. O B S E N 'HOMES NOTICE: DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑❑❑ J AC THESE SPECIFICATIONS AND DRAN7NGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: ❑„❑ P.O. BOX 3 8 INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0010 25 SHINGLE INSTALLATION co co �'o� fl1 F- L0 Lr) (cl SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑ElEIN ❑ JACOBSEN HOMES ❑%P❑ P.O. BOX 368, 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. © 5-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 4.1 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. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAHINGS ARE DRAWN BY: S.A. DATE: �2-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND.AT BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROWDTHERS. 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. ❑❑❑❑ JAC 0 BS EN HOMES x°1ZcK THESE sPEc�FICATR1Ns AM uRA►rINcs DRAWN BY: O.A. DATE 06-06-94 REV. LEITIR ❑❑■❑ P.O. BOX 368 ARE ORIGINAL, PROMS ARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE- EXTERIOR SIDING APPLICATION INC. SUCH MATEM" AM MWO TD THE H ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RENT FOR SIWX ROM AND MM BE KEPT OONFlD W& AND SECRET FROM ORE DRAWING NUMBER: SU-OS-003O (09-30-08) 28 MOBILE HOME SET-LIP/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 I SITE INSTALLED INSI1 CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ I JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-05-0031 PHONE (727) 726-1138 29 w APPROVED BY 7NrA I UL 13 1Si INC. �Rlo� LJ.�.-� s►.-I�n-T-�-IIIJ� AS, I.qep vim—Aci, iC= C= o00 � i' • _ _ _ �EtJ �JMt•t'(�- SIIa1tJC� jaljj-j_ . it . � sruv- C'cY'P) •SM OF Pftl-azfTojb==O rrH .!W. v I �o , 1 1''rYG�vtNS'l� `�D�i tNsrx���+c*1 _ 1,1. kal.k=kT p�ioL.. JC4 APPROVED BY ON JUL 1 3 M ,V4 INS .�xj�Rio� �J�w ��nT�li►J� I� II li L�ItfD�. I I (v=ocz mow ► DWI L*pm- O TH Ili G-%4)(YIL X21. (j G.G. G7? -l& 6r7 ACV led 9-rVz'--,fAf1.&--57 3716" o. c. c4Z lI Wm I CL- yl tJ'1�L. �I DI IJ � I I�STA��I G� CAP F �rrc�i) Wlj'F•j- I- ICoG-ram x-hcJr�a.hJ x �i� �� I Co"O.G- „JTp�jJj�j Ct�ll�1•) 50- 6-5-oo33 maw ` Pat =' 0 P-Y= ki'a ors VINYLro4M' 'IN1rX.-A•POrL : '', MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT IRS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). T STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF. THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAH1NGS 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" DRAWN BY: S.A. A I UAIL: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU705-0034 MOBILE HOME SET-UP TIEDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE: HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1. 1/4 INCHES 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 MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST BE LISTED FOR USE VERTICALLY! AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHE. APPROVED BY 1NJUL 1 3 � INC. F CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF it_NSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. _ 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. NOTICE: un -•• -- - ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 7-20-94 ORIGINAL, PROPRIETARY, 'AND CONFIDENTIAL DRAWING TITLE: _ ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE - SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECOC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-07-0002 34 T 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 -I BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: -- --/u- CONDUIT DROP FROM HOME - EXTEND 1 /2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP �p 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 1 200 2 N0. 2 0 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES 1 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 NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.C.K. 03-30-12 ❑❑.❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE D ❑„❑ P.O. BOX 368 INC. SUCH AT RIALS ARE MANUFACTURING SET-UP/ELECTRICAL u INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OIHM SU-09-0001 35 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF "THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT. CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES xO THEM sP�aFICAnONSAM oRArtNcs ARE BY: D.M.T. DATE 05-25-06 REV. ❑❑;;a P.O. BOX 368 ORGINAL, PROMUARY, AND COWDENNAL MATERIALS OF JACOM MANUFACTMING DRAWING TRE: ELECTRICAL CROSS —OVER r \v, M WM MATQRALS ARE PR VM TO THE ❑❑❑❑ SAFETYONERBOR, FLORIDA (8113) 726 1138 95 R WT CWWRIA t1C PII OU IM M pRA1MNG NUMBER 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 GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE 0 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. u le 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 FLPSHLIGHT 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 PROCEDURESI 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 I AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑.❑ ❑,�❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 36B 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 REV. LETTER: DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09.-0020 37 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL. BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING ❑„❑ P.O. Sox 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PROVIDED TO THE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEpRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 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 TESTIS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. I NOTICE: DRAWN BY: I DATE REV. LETIER: ❑❑❑❑ JACOBSEN HOMES THESE spEaFlcATIONS D DRAVANGS ARE D.M.T. 3-22-95 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: J \ ❑❑N❑ MATERIALS OF JACOBSEN MANUFACTURING /F �\ ❑„� P.O. BOX 368 INC. SUCH MATERIALS AM PROVIDED TO PLUMB. CON. &GAS TEST SAFETY HARBOR, FLORIDA 34695 RECFIE1TT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: (/09-29-08 ❑❑❑❑ PHONE (727) 726-1138 IOPT CONFIDENTIAL AND SE00 FROM OTHERS. $U-j j -000j l j 39 ol ol 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: DRANK BY: DATE REV. LEITER: ❑❑❑❑ JACOBSEN HOMES TNE%saEcncAnGNs AND m�Ar�NGs ARE D.M.T. 09-29-08 ORIGINAL, PROPRIETARY, AND CONFlDmuAL DRANING TITLE ❑❑�❑ MATERIALS OF JACOM MMUFACTURING ❑,�❑ P.O. BOX 368 INC. SUCH MATEI S ARE PROYM TO TIE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 KPEW FOR SPE W Nm'm AND Ww BE DRANING NUMBER. SU-� —0002 ❑❑❑❑ PHONE (727) 726-1138 KEPT COWMITIAL AND SEORErTROY OTHIM ' 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 EIETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. HE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. (e fl- DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN - - - = 1 1/2" DRAIN LINE � = � = 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. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT I�S GLUED. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING SET-UP KITPL. FITTINGS ❑„❑ 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-11-0010 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED r2" (1) FIXTURE DRAIN W.C. DROP3" / / � O 2,. E VENTED W.C. 3" ALT. DROP Q / D / / / INDICATES BOTTOM 3 / 3" OF HOME 1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT O UNVENTED / CONNECTION) W.C. DROP / / 1 1/2" / 3" / O / / O3^ 3" D 3" 1 3" TO ON SITE DRAIN CONNECTION MINIMUM SLOPE 1/8" PER FT. / / * WITH CLEAN -OUT I 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP / / 2" 3" 2" OA TYPICAL 3" Q 1 1/2" DROP OB 1 1/2" 1 1/2"' �- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA. VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) 0 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) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / 3/4" DROP / SECTION / 3/4" ELL / / I / �3/4" THREADED INLET / / 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL WIDES AND MULTI- NOTE: INLET -FIELD SINGLE THE TWO EXAMPLES SHOWN ARE INSTALLED NOES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY OME MODELS EPENLAY -OUT FRESH WATER INLET FOR (FIELD S N TALLL D) ONTHEPLUMBING 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 DRABINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑"❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIAtS ARE PROVIDED TO THE 1 SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1I-0005 42 WATER LINE CROSS -OVER Na yr E DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED WATER CROSS -OVER AT PLUMBING 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°IX 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND (TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: DRAWN BY: DAIL: Hu tv. LIII: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REGPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0020 YJ 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 NM THESE SPEgFlCATIM0NS AND DRANINGS ARE DRAW BY- O.A. DAIS 06-06-94 REV. LETiQt: DRAWING IRE: DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONMDMTIAL JACOBSEN MANUFACTURING MATERIALS OF JACOMANUFACTURING ❑„❑ P.O. BOX 368 SUCH MATERIALS ARE PRONDBD TO 7Fff DRAWING NUMBER: SU_13-0001 0000 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOW FOR sPECFlC PURPw AND LRHST BE KEPT CDfFW ML AND SECIU 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 LIMITATIONS TAPE ONLY (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** Fitting or Coupling Band Clamp L _ 3 Duct MIN. CONNECTING OR SPLICING TAPE & CLAMP (FOR LOW, MEDIUM �VII OR HIGH PRESSURE o NOT TO EXCEED 10 IN. W.G.) SEE PRESURE CONNECTING LIMITATIONS FOR PLASTIC CLAMPS** MuC 0 SPLICING A) B) C) A) B) C) D) E) F) CONNECTIONS FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. PULL BACK INSULATION AND JACKET OVER FITTING. APPLY DUCT TAPE* AROUND JACKET AND FITTING WITH AN EQUAL TAPE WIDTH ON EACH. SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMF HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. PULL BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. APPLY DUCT TAPE* AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON EACH. PLACE CLAMP** AROUND TAPE AND CORE AND TIGHTEN WITH APPROPRIATE TOOL. PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. SPLICES A) FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. B) INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. C) APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON EACH CORE. D) BUTT INSULATION AND PULL JACKET FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND OUTSIDE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH JACKET. A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. A) BUTT TWO CORES TOGETHER ON A SIX INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. * DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. ++ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3° — 101.) AND 2 A. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPI'ONDING 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). i NOTICE: S.A. 6-6-94 ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑.❑ I ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MOBILE HOME SET—UP DUCTWORK ❑„❑ 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-1 3-001 0 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. NSTALLED DUCT ;T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑�■❑ORIGINAL, ❑„� ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAP7NGS ARE PROPRIETARY, 'AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: R. R. DATE: 01- 21- 00 REV. LETTER: \ /[�\ DRAWING TITLE: ELECT. CLOTHES DRYER VENTING 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 y PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yO.C.vMAX. ` �v DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. T_\ (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE ' USED AS OVERFLOW PIPE TERMINATION. DETAIL A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: M.T. DATE: 03-08-07 REV. LETTER: EI ❑❑ BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: W/H PAN DRAIN B P.O. INC. SUCH MATFRULS ARE PROVIDED TO THE ❑❑❑❑ SAFEPHONER(�27) 7261D1138�95 I��Pr C�OtFDE]iTIALlINO FOR SPECFIC g FR�011 OM1HERffS OKAYING NUMBER: SU-1 5-0003 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 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND OR AINNGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LEIIER: ❑❑■❑ PROPRIETARY. AND MANUFACONFIDECTURING MATERIALS of MATERIALS ROMDE CTURIHE DRAWING TITLE: DOWN DRAFT RANGE VENTING iiiii❑„❑ P.O. BOX 358 MATERIALS ARE INC. SUCH MATERIALS ARE FRONDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIFNT FOR SPECIRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRETFROMOTHERS DRAWING NUMBER: SU-15-0002 4B BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5- THESE ARE SOME ACCEPTABLEITAPES TO USE FOR.REPAIR; SHURTAPE PC658, FIRST LINE 620 NOTICE: DRAWN BY: DATE REV. LETTR: E ❑❑❑❑ JACOBSEN HOMES THEM SPECIFICATIONS AND DRAWINGS ARE D.M.T. 10-31-01 ❑❑■❑ ' ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: D ING P.O. BOX 368 INC.MATSUCH AT RIALSJACOARE PROVIDE TO THE BOTTOM BOARD P-TRAP ACCESS ILJI ❑„❑ INC. SUCH MATERIALS ARE PROVIDED lb THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOKS AND MUST BE DRAIWNG NUMBER: ❑❑❑❑ PHONE (727) 726-1138 IVT CONFIDENTIAL AND SEaU FROY OTHERS. SU-15-0010 (10-08-08) 49 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS —OVER SUPPLY DISTRIBUTION BOX) I / DUCTS SHALL BE MADE PER OTHER DETAILS. Q 00 I CEILING BOARD L--- I PLENUM (DUCT DISTRIBUTION BOX) UNIT 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 JACOBS EN HOMES THEse SPECnCATTONS AND DRANTHCS AM C.L.Y. 3-21-95 PO. BOX 368 ORIGINAL., PROPRIETARY. AND CONMENTIAL DRAWING 'AO„ MATUMS OF JACOBSEN MAWFACTURINC AIK HANDLER CROSS -OVER .INC. SUCH WATEIMS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPEM FOR SPECTTC MIPOSES AND IAM BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT COTiDE n& AND SECRET Fi= OTHERS SU-AC-0100 50