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HomeMy WebLinkAboutSet-Up ManualSET-UP MANUAL T ANUARECEIVED j lJ NOV 2 5 7010 Permitting Department St. Lucie County 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE rI LE co ply These specifications and drawing are original, proprietary, and confidential materials of dticobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. REV-07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS ¢ITE 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.) STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ALL SUPPORTING ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) I EVELING 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 LEVEL IS A 48" CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES 1/8" IS MAXIMUM CARPENTER'S LEVEL ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. N01YC1.` DRAAN BY: DATE O.A. »-21—os REY. LEfiQt JACOBSEN HOMES mg ,c No Dmymm atl(iUL PRON&TNrr. MO CaFWOM& DRAMWG TITLE: D MATERALS OF .ucoagX ~ACTMIG MANUFACTURED HOME SET—UP [J P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 MG SIGH MAIMALS ME PRO'VIM TO THE I t>R s,_mc a•1e'rt£s xo IM eE DRAIMNG MAVI R: SU—D1—D001 10-08-09 ( ) PHONE (727) 726-1138 MPT YOEf �I ��' DETAILS "A" AND "B" I eFAu� wN huffWOOD xo(DECA�s: SIM PWPSyi MATEDUAW(St 1. 36' MAX. SINGLE STACKED FOR PI) HOLLOW BLOCKS AT I -BEAMS. PER CAPPED" SLED CDIQETE 54' MAX. PIER BLOCK DRY STACKED am (T61. r M) AT PERIMETER & MATING LINE. 6' X 8' X 16' RLLED RASM LDDLS-� _ (PIIER SYSTEMS OPEN MIS V�IEAL ST BE APPROVED BY LICENSED ARCHITECT SS TABLE I FOR PEA FIXIRR = OR ENGINEER) SIM AND SPACK = 2. MAXIMUM PIER/PAD PROJECTION: SFENICATDI6 (PACE 11) = e SEE OTHER DETAILS (SEE SU- A FOR 36 X 16 PAD 3. ALL PIERS MUST BE CENTERED T �A(91G) a ON FOOTERS MUST BE WITHIN 1/2- gjb� OF PLUMB PER 3285 STANDARDS, SEE N01E 4. MARRIAGE WALL OPENING PIERS RDIOVE ALL ORGANIC MAlEA1AL TO BE WITHIN 6' OF OPENING AND RACE PAD ON STALE SOL ON OTHER SIDE OF COLUMN. (WHEN REWIRED FOOTER SIZE BELOW MOST LIE PER LOCI PREVENTS A SINGLE STACKED CODESEE NOTE PIER FROM MEETING THIS. USE DETAIL 'A' (DIENS01 VARES WITH YAK A DOUBLE STACKED PIER. GOOD ALLOWABLE SOIL GAG) 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.) SEE NDE is THE MIN. THICKNESS IS MAX. / FOOTING DIMENSION DIVIDED BY NOT LESS THAN SHOD (DFE1Y RkS6TAMQ TREATED P M 6. 013NG W ALL FOOTING CONCRETE TO HAW(VNO D1) COMPRESSIVE STRENGTH. (tc') = 3000 PSI (MIN.) CAPPED WITH SOD 7. PLACE 6 MIL POLY ON GROUND PRIOR ATE an (UK { THIM TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) X I< X 16' CEO MASONRY 8. PIERS SUPPORTING THE )-BEAMS - LOOS INTH OPEN CELLS VERDOV. TO BE WITHIN 24' OF BOTH ENDS - llE-WW! (SEE NOTE P F R WAX PER WITS AND NO MORE THAN 10' O.C. TO RIDE I CUll1015 01 Fie AND STAR ABOVE) 9. PIERS MAY BE OFFSET UP TO 6' G101 SECNON TO AE CONC1• - IN EITHER DIRECTION ALONG THE TO A DOZE HEM AMM - TALE FOR PER I -BEAMS TO ALLOW FOR PLUMBING, ' F(gh11 5®7G AND ELECTRICAL, ETC. SPACM SPE�IG1pF$ 10. FOOTING CONSTRUCTION MUST SR NOTE P / (PAR 10) COMPLY WITH LOCAL BUILDING CODES. REM ALL fRGALC WATEIMI. 11. WOOD SHIMS, WHEN REWIRED ARE TO DOSE HEADED ANCHOR AND PUCE PAD ON STALE SM BE USED IN PAIRS INSTALLED IN ELOW FROSILI E PER LOUD. OPPOSITE DIRECTIONS AND FITTED / COD RFAIRB@RS TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG SEE WE R~ DETAIL 'B' SS NOTE /1 BY 6' WIDE AND NO MORE THAN ONDISON VMIESopWIN Mm�X 1' IN THICKNESS. � AALLOWABLE SOL BEARMI&IWDBA6A1, G E IV 0 u APPROVED BY NO 4484 :a- S Revised �Dec 17,2008 ' o �: N lP INC. 3TAar OF 'VSV� FEDEM MANUFARUNEDHOME CONSMUJON AND SAFEn WAND DS L> R10P N�®oo JILCOBSEN HOMES I mESPEI M'M�A761 AMMOMAM om"9r, o.a PBOX WALS ( SAFETY NARBOR, FL011'0A 3{6B5 sn� M TEIW AM PROM THE DRAM0T6TITLE .. DETAILS 'A' 1& 8 PHONE (727) 726-1136 iv MMEt 40C PST AIO Y6T DRAN0IG Nll»t VT =FZW K AM MT RMI jjj66. SU-01-0001.1 (12-t5-OB) 2 h serf Jacobsen Homes Load at Frame (each 1-Ream location), Perimeter (SIdewall area]. and Mating Line har Romeo Requiring Perimeter Supports (tn Pounder] - ALL WINOZONES, ALL EXPOSURES, A111O ALL FLOOR SYSTEMS (JOIST SIZES] Maximum Spacing Location South Roof Load Zone (20 Fell 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating tine 2164 26M 30" 6 ft. Frame 1890 2190 2430 Perimeter 1903 2133 2463 Mating Line 32" 3906 4566 aft Frame 2520 2920 3320 Perimeter 2404 29N 3284 Mating Line 4328 5203 6099 10 ft. Frame 3150 3650 4150 Perimeter aft. Maximum Pier Spacing along the Perimeter and Mating Una (See a ft. Row) Mating Line Loads on supports of a given type (fame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, If different support spacings are utilized then each support with different spacing shall be alcoated separately. This table is designed For use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along bath sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Pl=c M Perimeter not shown for clarity nna T �,-• I (der not cut out) j..'1Added support above i! pier Halle 11,-intrclion `c�`p, \ L•�a....::y _..�.LlnrrJ3 As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (30") from the outside edge of the floor system (sidewall side ONLY) when a minimum 40 P.T. that spans a minimum of two floorjoists is used on top of the recessed pier (see debii above). The ten inches (30") maximum set back Is measured from the outer edge of the floor system to the vertical face of the pier. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 Refer to other details for pier and pad sizing requirements. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. oo"�Al- G-• 7.0 yvp STEjii No. FO ,O PEIOSO5134 9 STATE OF �'P •'• /NOIANP•' �� �r69j�SS�ONAI EN,���a@. SU-01-0001.2 rv.! �!u � Cf(1fY(1! �.'3➢LIILCi.Ai�jj Jacobsen Homes Footing Capacities 8 in. x 15 in. Isingle slap( pier 16 In. x 16 In. (double stack( pier Soil Minimum Minimum [aoong Pooling unreinfarad unreinfor«6 cpadnty siee(in.) .,a.(JR.') koldhotterFooNn[ ulb,plau MVImum Foan, [ n-plaae (pap capacity (Ihx.( G'ser,(flor, minimum stickler, 11. thickness lid) 16x 16 Z56 1,600 I, 4600 6 30a30 41 Z,E00 6 E,660 6 4 24a24 S)6 3,700 6 0 30.N 90o s,E00 8 5,8M 6 0 ti 36a36 I,E96 ],9M l0 8,300 g 42a42 1,764 Ip)00 xxv, 4 30 30,)00 Ip 42vgg 2,304 13,IW 12 13,600 10 is. 16 256 2,500 6 2,NKI 6 SOt]A 400. 4.W0 6 4.OW 6 d 24e29 576 5,600 8 5,700 6 0 31 900 8,300 Sp sq. 6 N N 36s36 3,296 13,4W 10 32,600 g g2xgE 3J60 16,SOp 32 1618M 30 .a.9 3,300 21,EW 30 21,E00 1Z 16.16 Zs6 SAN 6 3,400 6 20x20 400 5,300 5 5,300 6 QE4x24 576 ),.. a ],)00 6 p 30x30 9pp 11,)00 r l0 11,900 8 36x36 1,296 16,)W 15 is" 10 42x42 1,]64 II,1. Ig 22,TIo 12 is xl6 256 4,300 6 q,300 6 us 20x20 400 6,]011 6 6,7pp 6 Q26x39 576 9,w xar I a 9)do 6 N H 30a30 900 34,BW n 10 15,CA0 g 36x36 3,296 2p,]00 11 21,4. R. le 16.16 86 saw 6 S,E00 6 20.20 900 SAM 9 B.300 6 �r0 E4a2q 5]6 llsttl r l0 11,700 6 m5 O k.� N \ 30.30 9C0 2],8W 11 IB,SW e g 36x36 1,290 3s,g00 34 25,900 10 rr r 16v 16 356 ],1100 6 ],000 6 S, O i0x221 40C 1g800 r If 10,900 6 p Z4a29 511 ve 1,,SW e. 10 15,6W 8 3ox30 an0 E3,3W o. 32 34,2W x 10 1. the dead, $lew s shon are for square pads and are based on The are, (maf, sbearaneq d bendlndruired for theloadsihown. Other, -anfguratmns,such as rectangular or nrmlar configur san be used. provided they and dequalealenhair the area and depth of 'be square foaling a- be, tabin, and the J stance ft., he eiair of on piepth is pier m the edge of the feming'u not less than he thlcknes of the fooling. 2. the 6 in cast in Place values can he used for 4lnum enforced precast concrete footings. 3, the glad!, values III bare been reduced by the dead said of the mndete footing. 4. C crete block pim ers umty st not exceed her, desi[n capaof 80'JO or, fief: 8 in. x 16 in. coo, stack block III 16,00016r for 16 in, x 16 in. bcubie wick block. 5. Arefloated professional engineer or restated stoniest shall prepara the health, If the load exceeds the ca0aaity'arsuse or double ..ad concrem block piers shownin footnote 4. 6 On the hame(bcolor) a single stack block III ntt aceetl 36"higM1 lsee(oocna(e 4lm mu nouns eaicy III and a double stack block clet h porlici blocs, shall net exceed 67hSh (so, footnote 4f p 10 I'll covild slang The permeNr or the gllfe .,IRI slack block penhe -lot exceed54 ght (see footnote 4 for madindi... I,,)Any Pers lust exceed the Looks studiediTthis decades shall be designed by a registered bodessforral er,invaro registered arcb:taat ]. powed(euLimplace) or Precast sorreln footings are appropriate for all sell kids, A83 plastic foaling, fiscal shah only be used in rrydars"Roth the I'd manufatlurer's nstreann, and must be 1,1,hed for use, the mil date ien 11[he site,(bled anti tabled For the reouired load capadtµ 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE ODES SET HEAVY SECTION FIRST. LOCKING SEQUENC 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 i & 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 ODES 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 SECTIONS) 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. HOMES NOTICE THEM SlEaFICAna1S AND DRAMINCS ARE ��� O.A. 06-06-94 411Y` �❑�COBSEN ORIGINAL. PROPRIETARY AND CONFIDENTIAL MATERIALS OF dACOE4N MANWACiiMMG DRAMNG TITLE / \ All P.D. Box 3sa ppp,� TO � MOBILE HOME SET—UP 2 ❑„ Ell SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 Na WGI MATERIALS ARE RECPOT FOR SPEPFC NAPONS AND Misr ff KEPT CbPIDIM AND IMW FROM OT ER& DRANING NUMBER: Su-O�-0002 ,H\ (09-30-08) 5 SEE NOTE #7 SEE NOTE #6 2 1 3� I NOTE #5 NOTE 3 SEE NOTE #2 NOTE #5 J N OS EE SEE 4 2 1 NOTE #66 SEE NOTE #4- NOTE #1 SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #240CATE 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. #440CATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL V SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL `A' SU-01-0010. #7 )CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. T J�COBS EN HOMES - NOTICE: DRAWN BY: SA DATE: 6-6-94 REV. LETTER:- EE030114t DNESE RIGNAPEpR RETA5ANDDRAMINCEA4E oRlaxu, PRDPRIETAxr, AND cavnoENnAt DRAWING 111LE: P.o. eox 36a MATERIALS OF JACOBSEN MANUFACTURING W DE BLOCKING SAFETY HARBOR, FLORIDA 34695 PHONE (727} 726 1138 CH MATEBIAES ARE PRONDED T) T ETRIPLE REUMT Fat B CIFC PI,18045 AND MUST BE KEPT a1M0ENTAL AM] SECRET RN 01HURS, DRAWING NUMBER: SU-01-0004 7 I T . FIRM.L� ON R mE OR MARRm%F WAIL HOST BEAM NOTE EwREFER ED MIXING FEUEO AT 4B' O.C. TO 50-01-0008 ANY On TM �R 910YYER AT smmE OR MARRIAGE WALL LTNOM EALH 61M OF ALL EXTERWR DOORS LLRAT® ON WIIIEWALLW 2 OR MOB 46 1/2' VOWS F "s REOURED AT EAQI END AND BETWEEN EAm I/rBNINW r .0 "Iy4\ 71 "iYl `T F • T� ." Ty! .+ ! TIY4 RECFSSE'0 "AS W/SEf BAY REM PIERS SPACE 64- O.C. MAX 1RItl ALRO APPLIES TO ALL EMWALL BAY WNNOOW7 LMHB M lFVORTEO BY A FRAME MEMBER EAROEN LLB AT WIOEWALL OR MARL M46E WALL Lit' O.G MAX TAMAIETR ALONG WmEWALL OR MATORAWE WALL (APPLIES TO BATH CABINM W OR GREATER N OW) (SAME BI.MG MAY BE IM FOR MULTIPLE 46 1/2' WNDOWS) I i s a 6PECFAi. BLDErJFWfi NQTE FOR ES'.4' tm" WFuE [tam FLOUR BErnoNs ONLY] PEIKIER I)MNG IS IEQ ED (MAKKE AND MEKU) 9W ON OYU MAX SPAX OAPIA APPRDVAL WE LPAE FEOGR SY M FIRSF (MC M MEOLL OR MARRA(E WAW BEPX 06TW c PU TER Li= REi:ADUTI � � � V i ,4 fi i) � 1. F MN. B1 MW NOW AS FUCAI3ED MX USE IC x III! PER PADS MIN,�j"� i. LOCATE UOU MH POKU J39 OR WRWT C OF M FRY OF 2B RM LOCATED A? IC QC. MAX" O O 3 OMM Pam, ARE R A IM 10 ANY VM MUM PUS ALM MAIN ONE 1L MAR 20 2014 4. naEV WQ=4 IS RMW OWIR ILE ROX ( E MOEZW) W ac MAX. LL S. PM USED IW FE9EIEE SUPPORT W BERTALEEC WTN RE ECK MUM PARALa T011E PETOETBt RAL � Pwa.I 6 *EN POW IM BLOW IS WIM, ANY MA106 LEE piM SPAN OFATIR THAN T. MOST NAW RUJOIATE PERS And 3.k+Y Stud"& PIAM AT MAX W QC. EIM'T *V WEE RF4 SEE SPECIAL WM • *. RIM TO SU-DI t NW 9Y4-ODDS2 FOR 2A RM SiSi 4 JAEOBSEN HOMES NOT= TIEY yEhT s ptiAjo wwxs Am DRAWN BY: O.A. DATE 4-12-00 REV, LEM: P.O, Box 3" a"WL pRwMJmY. ND C M#mwm MATOMALT AE 44CO ! UNWACUWG DRAWNG RU ADDITIONAL BLOCKING SAFETY HARBOR, FIARIDA 34695 MD SLOT MATews AM PFAM TO TFE Elpm FDA ym ARM No IAE1 R DRA04G NIAM PHONE (813) 726-1138 IEPI Owm w No MAY no OHM StJ-01_0005 (03-19-14) mliTmZ (APPLICABLE TO ALL NPERIAL AND DIELOR0 COTTAGES OTH 1840 FLOM ODTHS-SEE FL-01-0009.2) ON SITE PERIMETER 16 Y 16 PIER PAD 17 Y 25 PIER PAD UIN, BLOCKING O.C. SPACING 11000 PSF SOIL 1500 PST SOIL 1DDO PSF SOIL SIDEWALLS/VATELINE FALL 1 48"/24" 64"/40" 64"/48 ANAX. LOAD INCLUDING PIER AND FOOTER 1778# 2667A' 2950# Au 4eeee�Oe 4`4Etls^ •�®dopP No 454I+ ''- r v 3 2 pi�lr O STA E OF e: ae'n�S�< O d d'dJwdt f 0 ALL "WONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY May 07,2009 AiNC. FEDEW nANUF�wn none F STM MONPMD SAf STAMD s sr[OHCAnaroisUG 03-02-09 J AdOBb�EN H01vtES ,4 ,,, xm�as 4: Jk"MMEN A4w �+A nnF� P,D, sox ace aw TM AM PRDWD E10. PER. 9LOCKNG REQUIREMENTS SAFETY HARBOR. FLOI 346D5 H6[py11I TAZl WWHSrp'N�■ DR G I PHONE (727) 726-1138 ¢M DtlfU[N Alp r.a4 onn¢ SU-01—DO05.1 9 PERIMETER BLOCKING FOR 160" 03'-41 FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED ISIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005] (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: I. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE ,IACOM HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION IWTRUC71ONS AND MEET THE MINIMUM PER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REGUR€MENTS ARE 70 BE ADHERED TO AS SPECIFIED IN THE JACCBSEN HOMES INSTALLATION INSTRUCTIONS, JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 DAPIA NoncR. THESE SPECFlCADCNS AND DRAWS ARE OFMA. PROftTARi, me OOMLOL KL MATERIALS OF ACOM MAMIFACILPETC INC M MATERl4.5 ARE PROVW TO THE IFfEgT FOR V= KWM AM MST BE LOP, CDIHOF x MO Mau RIM am 7ml1;'! rye% (r'no i W '1] c MAR 19 2014 m O d G n' Federal Mmufarnxed m H.. Coneaunoon v And Safely Swderds YOUNG DATE. 11-18-2011 REV. LETTER. n PERIMETER BLOCKING IMP -DC Ij 4BER: SU-Ot-0005.2 03-19-20T4 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM �,, FOR SPECIFICS COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES N P.O. BOX MIS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 728-1138 NOTICK RESE WECF"TM AND DRAMATIS ARE ORIGINAL PROPWE ARY, AID CONiroRT& MATMALS OF JKYBSEN YAMSACMMG MC RIOT MATBSAIS ARE FROAED TO THE REOPDR FOR V= PLVW ND MIST E IEPT WfMK AND 40ET FROII OTIM M.T. DATE DIER) LABELS B SU-01-0006 ii ADDITIONAL RECESSED PORCH BLOCKING (NS BLWW IS N ADOm TO BLOC" REAR O N TFDS RANUAL) 6r VAX 61" MAX 1 ` SEE OETAL'B'� USE DETAIL T MY YFEN OHRGGER 5 ON FLOOR JOIST LIRECILY UNDER PORCH POST =0 IRON 64" O.C. MAX PIER SPACING AT MARRIAGEWALL NOTE- DISTANCE DED EEII EOCE OF PIER AND EDGE OF PORCH POST TIP. PORCH POST MAY NOT DUB DEPTH OF FLOOR JUST (51j2') 5i 'WAX TSP. Pao ROCRNO � v PORCH FLOOR JOIST DOUBUF PONOI PERDEIER RAIL 2X6PTXICW.TYP. TE 00%61 STRAPrFiv.(2) Ile �� 2 (SEE OTHER DETAILS)BN FLOOR Joists ER (D' % 6' X 16y 16' X 15' MOIL PER PAU CROSS SECTION VIEW A TYP. Pao POST TYP, PORCH FLOORNO, •rd rr• n. IYP. PORCH POST HF a1 9 --(2)2X6PTX111-LK D BETWEEN 2 FFd11P. lE-OOW STRAP ll� PORCH FLOOR JOISTS (SEE OTHER DETAILS) Tf. HER (6' X 6' X 161 16' X 16' YIN. PIER PAD CROSS SECTION VIEW B1 TYP. PORCH POST NOTE: 05TARCE BET'IO EDGE OF T)P. PORCH FLOG" \5 t/2' -''PIER AND EDGE OF PORCH POST PORCH FLOOR JOIST MAY MAY NOT EXCEED 5 1/2' —(2)2X6PTX19-M1 (2)2X4 PT X IS'A BRIDGED BEFIM 2 DADGED BETYM 2 PORCH ROCK. JOISTS PORCH FLOCK JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' NOTE NDTE4 L ADOIWAE SLWOWC REDIM AS INDICATED ABOVE (USE IC % IC PIER PADS OF IODO PSF SOIL CAPACITY) t 2 LOCATE tRDf7U UNDER PERIMETER JUST OR 111HN S 1/Y OF E161 OF 16. O.C. Mn4 I PUMETER ERDOOK IS KOA M UNDER PORCH AT EACH POST (61' O.C. UAX) A. AAM110 L 910CR4 REU703 AS NOCATED ABOVE UPW OTTER OF AWED FBEAM S SEE CIDER DETAILS FOR OVER R£Oe6RED 6LOOOtG LOCATIONS S AWED I -BEAU AT PM/UT" (MALL MAY OUTER N SITE FROM MAIN HWSE 4-KW- N0TEC6 JACOBSEN HOMES T x FLdM wa AMM w-4w SA3 IN P.a, Box 366 YAWWAS 9F ACOM UUMACUM4 %AFEItY N am. FLORIDA 3095 EMW Am VIM nwm AM = it PNOW (613) 726-1134 a" cmnwm m Rai ERAS p TYP. W-OOW STw (SEE OTHER OETA S) WNGITUDINAL. VIEW B2 APPROVED BY I)ec 13.2006 FEMML pMff4 w0 Mope m mu0l..p0WMSfpX➢.m iF John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B =164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 YDoeden, ItitfIF11 rf1OJohn CPE : 45484 15133 Goshen IN 46528 Phone: (574) 825-76%'b'. STATE of 40RIOP'����. 0'S/ONAtlTff ' �E V 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. LSO DESIGN MEETS FBNNDZDN C AND A.SCE FOR 140MPH (3 SEC. GUSTS) ND ONEn VAE-III EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 20 � " ID PSF D.l- NDS01 R9.C&Ds NOTES: 1. H05i BEAU NSTALLABON IS FOR ON -SITE STRUCTURE ATTACHMENT: � -; ,- ��;rTC-'I r ,�;1. ;Y APPROVED BY 20' WDE MAX WIND ZONE 2 OR I2.7HPH FXP. B SITES,ON Ai 16' WDE MAX'MNO ZONE 3 OR 14OMPH EXP. B SITES 7 (:i ww • Jan 20,200 2. MIN. BRACKET LOAD CAPACITY FOR YER)TCk BE -DOWNS IS n �C 24501 WINO ZONE 4 MO j WND ZONE 3 , ; ! / o ' V ED NOW 3: WALL FRAMING IS 2 X 6 SPf 16' O.C. STA'.-r OF 4 CONSTR rnON AND YAFETY STANDAADS �Q Fi ,r%= �/ e 4.. 48' O.C. PERNIETER BLOCKNG REOLIRED ON HOST BEAM SIDE OF HOUR �'' '•. OR.� af4 i JACOBSEN HOMES ,Yczwal ZnUDR:'.irifud� i`�'- O.M.T. 01-10-07 - MMAL PRWKTARY. N D CO'FIDDIAAL DRA%WG ➢U' N 4 BANI.FACRLC P.a eox she M YAMIAN Y Q 44CO� AXN N� �YM w ATT. TO HOST BEAM - SAFM HARBOR. FLORIDA 34695 A[tTlN1 ov 9fpC IWO;S AN Y044 DRAWG NUNMA.. PHONE (727) 728-1138 I�f m/mnYt N• sEa[r Nlor aNxt SU-01-0008 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT PIER MAIN -BEAM HEADER MAIN I -BEAM BLOCKING PIER MAIN [-BEAM HITCH TEMPORARY BLOCKING IS REWIRED 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 R 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 7BLOCKINGR BLOCKING PIER MAIN I -BEAM - MATE LINE AXLE MAIN -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. JA§OBSEN HOMES BOX 366 ❑v ;WTY HARB R, FLORIDA 34695 _. PHONE (727) 726-1138 NOTICE IHESE SPECIRCATDNS AND ORAWNGS ARE 0WOM, PIRWINTARY, AND C13MOGUL MAIEIMAIS D 1A003SEN MA M MILIRM WC M MtlWARE 4P01D IE IMfm O KEPT mMNr D iEFPY ro f N8E DPEAS T HITCH HITCH TEMP. BLOCKING DRAMRIG NUMBER: SU-01-0009 iF HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF TE PIER MIDST NOT EXCEED 1/2" (THIS APPLIES TO ALL BLOCKING.) NOTICE: TACOBSEN HOMES mmsiitlaCA lA,*,DM1RG5 AE OPoMAL PROPAIETMY. ANO CWDM9A1 P.O. BOX 368 MARALS ff dACOM YANUFAC7"G 6AFEiY HARBIX2, FLORIDA 34695 W' 91cN WtOnALS'wE PHONE (727) 726-1136 1ipg�,p Mm 16 10-17-08 _.._ BLOCKING NOTE - SU-01-0010 16" X 16" PIER FOOTER SPACINGS* MA�IMUM 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" WOE FLOOR 30' 48" 66" 85" 103" 121" 184' WIDE FLOOR 26" 42' 58" 74" 90" 107' MIN. PIER CAPACITY 1778 LBS 2667 Lis 3556 LBS. 4444 LBS. 5333 LOS.. 6222 LBS. NOTE ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. I 4" MINIMUM, AND/OR PER LOCAL CODE �7" REQUIREMENTS 4 lYP OR 8' .' T _' TYP 3MAX x _ M) X X (T ( Q Q NOMINAL 16" 16" SQUARE PREC T - -CC) - - co T CONCRETE FO TING - EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS. CONC. BLDCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REWIRED) CONCRETE NOTES WINDZONE Ili 1. ALL FOOTINGS CONCRETE TO HAVE fc = 3000 PSI MIN AT 28 DAYS; (110 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO NAME W 1500 PS MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS - - ,0 PSF O.L. . RER CALLS.. e 64/A- p / AA�punmunp� . NOTES: EN V F /i DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND r�%yP; G{S7E No.RFo'•. APPROVED BY SPACINGS.910334 :•Q� •% 2. START I- -BEAM PIER SPACING 1/2 THE ALLOWABLE SPAONC FRON EACH END % �e� OF THE HOME AT EACH [-BEAM, AND MAXIMUM SPACING SHOWN N THE CHART AWE FOR FULL LENGTH OF HOME -o •. STATE � � I �. 3. � PIER REOWREMENTS AND MAMMUM OPENINGS : 9 •. P i 4 OTHER DETAILS FOR `� FEDERAL MANUFACNREO ROME Af WIND LINE OF MULTIPLE WOE HOMES. COIbiRUOr` AROS 4• SEE01HM DETAILS FOR IC -DM REQUIREMENTS.-7 XI MH- -T JACOBSEN HOMES db M*N9Vdtt:A9C16G IRA ARE DRAWN B7: M.T. OATS 2-8-99 AEV. IETTEk DRAWING TITLE 16" x 16` PIER SPACING P.O. BOX 368 ORMIthl. PROPMETMT. MD NHNFHtiµ MAS OF A�CWB MMAFACNRNC , D U SAFETYONE BOR,(27) FLORIDA2-1138 TO "T RA: m uW asPRVAON 1aFl WRId C/M w l �TNrns. DRAWING MIMBER SU-01-0020 17 Gi cE1N No 45484 _e R t10 NIk DFFgTS.fRC� RE TOP 10 THE BOtRNI OF THE PER (IOST NOT EXCEED 1/L°. ALTERNATE MAIN BEAM PIEAR (6' x e x T�I�� " uASd�tY (i m 4 y wTAR 0R WOJT WO10ED) PIER CAPPED �IH caw J' 6NX f$ 72 xTIMM BARD W NOTE fl) X ff X F6' UUB VA54p I '._ OTH WEN CEus TkpTICAI r x d x Ir MUG* CO MTE MOCK 6 9H* N�jQ�TAL WTSE" � DE TOP 10 THE �lE(1) OF THE PER �llSf NOT EXCEED t/% SINGLE STACK BLOCK PIER (PM��p.tAR TO A* f1EAV1 Um EBS VAR NO�E 0 9, x if x 1e ROM# CONCETE GU= A% 91* e > fOFCAY IE Otto IOR AlD 4 X5 E fTT PER CAPP,E�E�DDR KITH OdOIEIE REA0 UAIWIU XPEE P ES ) If x If x Td ma vks' ¢r ams — OTH WEN mis enck DOUBLE STACK BLOCK HER 16M A CAPAM (SEE NOTE 0 8 r2) FLOOR WIDTH MAX. MAXIMUM I-BEA PIER SPACING (CONTROLLED BY PER LOAD CAPA011ES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 2428 LBS. 3488 LBS. 4548 LBS 56M LBS. I60" *OE FLOOR 2661 LBS 3838 LBS 5014 LBS, 6191 LBS 184' *DE FLOOR 2961 LBS 4288 LBS 5615 LBS. 6941 LBS PIER LOAD$ INMATE *MT OF PIER UP TO 250) - ADD DIFFERENCE #iEN PIER WEIGHT IS GREATER NOTEt UNIT WIDTHS INCLUDES A 6' OyEWANG ON BOTH- SIDES VAX", RM CALM (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) I. A! 91-01-OW FOR PIER SPAONC WHEN US 16' x 16' PER PADS y��w, L911f. Of X leAtli P PADS OTHER CONCRETE THEY T BE LISTED AND CERTURU TO EXCEED OR W 2. WHEN 094G FRR PADS THEY MUST BE LISTED 21FRW O TO EXCEED OR EQ,U,,,,A,'L1 OII P��t��R�.��CLAL.P�tA�OTY. 3 START I -DEAN PIER SPAONG 24' FRO!) EACH END OF THE H AT EACH i-OW Alp VA OW IN THE CHART AS* FOR FULL LENGTH OF & 4. NTY PER HEIGHTT^S',1`A�WK 6Y V� SFBEDESIGNED FD BY A RE OR AWGTEC SA7k S eAPs VUST BE LENGTH AND #DIM AS THE PIERS ON #HIIDF THEY REST, 6, • AID' D RATES NO IH MR * I Ilt OR 2 CR 4 TIPN" STUD CIINNTE aoCT: WAY ?'E USFD To FILL ANY REIAW VERTICAL OAK s■ 7 ■—d N 0r 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised ONOct 17,2008 INC. HOME nRED HOME CONSTRR10 MV WEN STANMg05 O,A, I- — 2-8-99 ALT. AGAIN 9EAV PIERS W_ SU-01-0021 1 (10-08-00) MINIMUM HOME SET HEIGHT FINISH GRA NOTES: WHERE THE GRADE 15 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 EC NOTICE: THESE SPECIFlCATIONS AND DRAMWGB ARE D AWN CT: B.E.M. 2-11-99 ElEolmll ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OP JACOBSEN MANUFACTURINGINC. DRAWING ITLE: MIN. HOME SET HEIGHT ❑ P.D. 80% 368 SUCH MATERIAS ARE PROMDED TO THE ❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR S'EOFlC PURPOSES AND MUST BE KEPT CONFOENW AND SECRET FROM OTHERS. DRAWING NUMBER:SU-Ot-OOZZ PHONE (727) 725-1138 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQJN) 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 d4 SEE NOTE N4 144' WIDE FLOOR- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE y4 160" WIDE FLOOR•• 30" 48 1/2" 66 1/2" 85" 103' SEE NOTE p4 184" WIDE FLOOR. 26 1/2" 421/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 177E LBS 2667 LBS `3b56 LBS 4444 L85 5333 LES 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM (ER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" VADE FLOOR-- 54 1/2" 86" 117 1/2- SEE NOTE f4 SEE NOTE 14 SEE NOTE q4 144" WIDE FLOOR-- 46" 73" 100" SEE NOTE M4 SEE NOTE 14 SEE NOTE y4 160" WIDE FLOOR-- 42" 66 1/2' 90 1/2 115" SEE NOTE /4 SEE NOTE O4 184- WIDE FLOOR-- 37" 58 1/2' 7Q, 1/2" 101" SEE NOTE /4 SEE NOTE M4 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�oi NOTM PIER PADS BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: OAPIA APPROVAL ` I. PRE -FABRICATED MAY .: �- Ty - FOOTINGS SPECIFIED IN THE JACOBSEN MOVES SET -UP MANUAL.• 2. THE PRE -FABRICATED PIER PA05 ARE 70 BE INSTALLED PER IRE S '' ' , APPROVED BY MANUFACTURERS NSTALLARON INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN A801E. • "Q ' ATC t4F � i ON I'" ALL OTHER REOUSEMENTS ARE TO BE ADHERED TO AS SPEGFED IN THE JACOBSEN HOMES INSTALLATION INSIRUCBONS. . i� '. :• 4' OCT 1 LW — P •.•' (p 4. MAX. PIER SPAORD 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR �" ' INC. 12' I -BEAMS (24' MAK FROM ENDS). FEDERAL MANUFACTURED HOM1E MMRI ETION AND SAFETY 6TANDARUB JACOBSEN HOMES NOTICE: 1 axs.w DRAWN BY: D.N.T. DAZE: 09-22-01 REV tE11FR: ■ D AYHG$ ARE GNAL RAl PROPRRTART, AND CCMDENAAL DRAWING BILE: P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 MAl MA7[AMLS OF .MCOBSEN MANUFACIMRWG Pic SUCH MAIENALS ARE PROVIDED TO THE PRE-FAB. 16' k 18 1/2' PIER PAD SPACING PHONE (813) 726-1138 WCAIENT F PVT CO'I IOR VE X gPOSESMET A y Opp DRAWING NUMBER: SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* (MIN: 396 SUN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUMIi PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 150 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 10 1/2"'. SEE NOTE 14 SEE NOTE N4 SEE,NOTE R4 SEE NOTE p4 144" WIDE FLOOR,- 54" 5" 116 1/2" SEE NOTE N4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49'• 7 112" 105 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE y4 184" WIDE FLOOR.•. 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 41?11 LBS,. 5495 LBS 6868 LBS- 8242 LBS 9676 185 20" X 20" 'PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIOLI I —BEAM PIER SPACING FLOOR MAXIMUM/ PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 150d (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 10 1/2". SEE NOTE y4 SEE NOTE $4 SEE NOTE N4 SEE NOTE #4 144" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE N4 SEE NOTE q4 160" WIDE FLOOR-- 49 1/2".. 7d 1/2" 107" SEE NOTE #4 SEE NOTE #4 .SEE NOTE #4 184" WIDE FLOOR. 43 1/2' 69" 94" 119" SEE NOTE k4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4157 LBS. 5556 LEIS. 6944 LBS. 8333 LBS. 9722 LEIS. NOTE: UNIT WIDTHS ,WITH F. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o e NOTES: EN A (ftf, ry a `: b ''-., r '"�STEtt • �rr DAPIA APPROVAL: gFE aR[c, PG-� 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN. ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL,. Q4 �% G Q •'•• C C , •��O O , �= 'T 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM j * = PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN jJ .��Iw A. .�-( J y orT i y HOMES IWALLATION INSTRUCTIONS. d. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FORM UNITS WIN 10" OR •• Xy. 4' L��' , r� .8�'• ±' - 12" I-BE*S (24• MAX. FROM ENDS). pINC.. EDERAL MANUFACTURED HOkIE JACOBSEN HOMES' NOTICE ' RE+ AND ORANNG6 ARE 1RIGW BY: D.�i. T. DA E: 09-22-01 REV. LETTER: ■ P.O. U PROPMEIAP MAtERiN6 AF JACABSCN YANOFACNRNIG MAXRIL, 0' JCIARY, NIA MANUFACTURING SMAI YA1 A s AIIC PRAYDCD TO Ttt — DRAWING TTLE PRE -FAR. 18" X 22' k 20' PIER PAR SPACING R, FLORIDAWA, SAFETY HARBOR, ORi3d696 PHONE (813) 726-1138 PC"T FM SPEOf1A PL"M$ W NJST B[ *PT CDNTIOFNIYI MDSECRCI IRW DACR DRAWING NUMBER: SU-DI-0024 21 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" WOE FLOOR. 70 1/2" 110 1/2' SEE NOTE A4 SEE NOTE D4 SEE NOTE y4 SEE NOTE p4 144" WIDE FLOOR-- 59 1/2' 93 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE p4 SEE NOTE p4 160' WOE FLOOR— 54" 85" 116" SEE NOTE p4 SEE NOTE #4 SEE NOTE #4 184" WOE FLOOR-- 47 1/2' 75" 102" SEE NOTE #4 SEE NOTE y4 SEE NOTE N4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10.515 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.INA 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- 95 1/2' SEE NOTE #4 SEE NOTE g4 SEE NOTE k4 SEE NOTE p4 SEE NOTE #4 144" WIDE FLOOR- 81' SEE NOTE q4 SEE NOTE q4 SEE NOTE pa SEE NOTE #4 SEE NOTE #4 160' WIDE FLOOR.., 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 184" WDE FLOOR.- 65" 101' SEE NOTE 84 SEE NOTE M4 SEE NOTE #4 SEE NOTE p4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. mono LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WTH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 n�Nwrrrn�� s/O/ .aaaa,; F EN V ../e;y'4 NOTES: 1. PRE-FABRCATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE rVP GIST ry S c ': DADA APPROVAL' 5 �` C�LGS P�- �Ty FWTNGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ' , t NET.. 1 4' %6 _ IAI.O;- 2. u€ ORE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE � 9103� PPROVED BY 49FACTURERS INSTALLATION INSTRUC➢DNS AND MEET THE MINIMUM PIES CAPACIPES SHOWN ABOVE. 3. ALL ETHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 'Q '. $TASTE ' Ay MHOS INSTALLATION INSTRUCTIONS. �{ y�!yO� j...... 4. M.1. PIER SPACING 8' FOR UNITS WITH 8' ]-BEAUS / 10' FOR UNITS WIN 10' OR '• � 12• INC d=sEAJJs (24' MAX. FROM ENDS). s a EDERALMANUFACTURED HOME JACOBSEN HOMES NOTICE: DRAWN BY: MESE SPEOFICAPDNS AND DRAWKS ARE D.M.T. tdgrV ri TE• REV. LETTER: 09-22-01 ORA:INAL PROPRIETARY. AND CONFIOENDAL DRAWING PILE: P.O. BOX 368 MATERIALS OF dACOBSER MANUFACTURIND SAFETY HARBOR, FLORIDA 34695 RIG 9U MAIEWMS ARE NOMDED TO IN( PRE—FAB. 17 X 25 AE 24' PIER PAD SPACING — PHONE (BiJ) 726-1138 RECINHT FOR SPECIK ft"Z$ W M j SE IfEFI CONNDENIIAL AND SECRET DRAWING NUMBER - mow m m SU-01-0025 M 26" X 26" PIER FOOTER SPACINGS* (MIN, 676 SQ. INl 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 F100R•• 113 1/2` SEE NOTE y4 SEE NOTE p4 SEE NOTE p4 SEE NOTE p4 SEE NOTE pa 144" WIDE FLOOR-- 96 1/2" SEE NOTE. pa SEE NOTE y4 SEE NOTE pb SEE NOTE p4 SEE NOTE yb 160` WIDE FLOOR.. 8701/2` SEE NOTE p4 SEE NOTE p4 SEE NOTE p4 SEE NOTE p4 SEE NOTE y4 164' unDE FLOOR-- 77" 119 1/2" SEE NOTE pa SEE NOTE pa SEE NOTE pa SEE NOTE ya MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 74,083 LBS. 16,431 - NOTE: UNIT WIDTHS. WI TH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL. PIERS .SEE PAGE S /U-01-0021 5�1.,: �I rriAef F1` O 6� NOTES: EN A OV L l •. 4.. a ...c.O6; DAP A APPROVAL SELF CAC I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE 70 THE CONCRETE � Vp.••G�STEgF •a : NP}, U •° 'T (� � 9 FOOTINGS SPECAIED R! THE JACOBSEN ROUES SET-UP MANUAL. G- {�- r 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE UMIUFAC1lAiER$ INSTALLATION AND MEET THE MINIMUM 910334 g^ � = APPROVED BY INSTRUCTIONS PIER CAPACITIES SHOMM ABOVE. J. ALL OTHER REWIRENENfi§ ARE TO BE ADHERED i0 AS SPECIFIED W THE JAC095EN to l j fZ A •, s��AT'� iP•• . ��� OCT HOMES INSTALLATION Try§�UCBON6. �i , ) \� 2 3. MAX PIER SPACING B' f� UNITS YAM 8` I -BEAUS / 10' FOR UNITS YA1H 10" OR WAX. 4 INC.12" I -BEANS (2C F§ON ENDS). I `� FOF I f 1 If c Etc. NOTIC RANK BY: 1lAC®$S$'N HOMES nusESP[anunovsAND aRAwxcsAxE D.M.i. D,D(�ySTHU ION AN Af Y tl , 09-22-01 OddNA, PROPPoEARY, ANO CONDENRk DRAMINC D1LE: P.o.eox36exArzRlusaFdAcros[xNAxLFAnuAINcPRE-FAB.26•PIERPADSPACING rc suaN.rzRUL6 ARE PIIONOEp ro TIC SAFLETTI' HARBOR, FLORIDA 31695 A R[tt[XT FOR SPEdC Wd'OSt'S A'C Mlii 9( ORANINO NUNBER: AikONE (613) 726-1138 KEPT C[Ktl(xn.V,.V,pYLAEiRtOyOIAERS. SU—Ol_OOZ6 23 4 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING PATH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR** 58. 89" 120"*" 120'"* 120"*** 120"*** 144' WADE FLOOR** 50' m. 103"*" 120'"* 120""* 120"*** 160' WIDE FLOOR** 45' 69 1/2' 94" 184' WIDE FLOOR" 40' 61' 83' 104'*" 120"r*+ 120"*** MIN. PIER CAPACITY 2597 LBS, 3896 LBS, 5794 LBS. 6493 LBS, 7792 LBS. 909D LBS. NOTE UNIT MDTHS TWIN " INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CONNERS MAY HE RCUNDED) T1IICAL PER FiDWE I -BEAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD PG. BB®(),O eons C. ��'�SA C SU -19,01 ®s Y0Efl;g°°.� NOTES: w oIN DAPM APPROVAL: 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CWUE SPECIFIED IN THE JACpBgN HONE; SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTAUED PER THE ®jj� . • APPROVED BY YANIFACIURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACMES SHOW ABOVE ®®®,�`_°. . �<(/ew nec o4, 20D9 3. ALL OTHER REWIREMENTS ARE TO BE ADHERED TO AS SPERM IN THE < HOMES INSTALLATION INSTRUCTIONS ®B(S • • • • " \ 6� /0 r[osaat naxuranuuo xae P� , `$Q 4. MAX PIER SPACING a FOR UNITS Will e" I, -BEAMS / IV FOR UNITS WITH IC OR eF®J � gIBaa"udA� coxsmurnaxaxx su[n sraxoaxos 12' FAEAMS (24' MAX FROM ENDS —USE 1/2 THE MAX PER SPACING IF THE PER SPACRIG IS M- THAN 4e O.C. JACOBSEN HOMES NOTICR.. DRAIN BY: DALE: REV. LETTER: "ESE SiN.'DRUTM ANB MOM AM M.T. 11-23-09 MGNN. PFAMMARY, AND DaN:m0,11— WUWNG TITLE: P.O. BOX 368 �F O& AREPROMED 17 X 22" PIER SPACING SAFETY HARBOR, FLORIDA 34695 EMW FUR =Fr PIFPW MO MIST E pRAWNG NUMBER: PHONE (813) 72fi-113B *Hf DGNRADIRII AND 50Ef RMy D1HpIS NJ nx nn, ..v -1 -wu 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (a) (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 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq, in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 tbs. 3428 tbs. 4148 tbs. 4868 tbs. 5588 tbs. 6308 Ibs. LOAD SPANS Q4 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. `r 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in �n a MIN. PIER CAP. 2841 lbs. 3601 tbs. 4361 tbs. 5121 tbs. 5881 tbs. 6641 Ibs. LOAD SPANS 04 . 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. m 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 s . n. q 217 in. sq. 264 s . n. q 310 s q n. 356 sq, in. 402 sq. in. . C\2 MIN. PIER CAP. 29751bs 37751bs 4575lbs 53751bs 6175Ibs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq, in. 589 sq. in. 677 sq. in. 766 sq. in. co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. C3 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. CO MIN. PIER CAP. 3375 lbs 4295 Ibs 5215 lbs 6135 Ibs 7055 lbs 7975 tbs (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF O.L. NOTES: IU CALCS. (])Su DETAIL 'El'. PAGE SU-01-0001 FOR BLOOONG AND ANCHORING OF MARRIAGE MALL IIIIfI OPENINGS WER THAN 1O NAND ENO``€PQ' Tl((q,�`4j���' DAPu APPROVAL (1 SEE NOTES: Q OO UNDER TA8LE.1. PACE SU-01-0040. .... O FOR ALL UNIT MDTHS. USE 177 Wm PIER FOOIER UNDER SIDEMALL OPEIRNCS THAT ARE 49 INCHES TO 90 INCHES (�: ti 15TEAgF .,! 4,� `` '•. APPROVED BY MDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/In PIER FOOTER UNDERRINSICEYAALL OPENNCS. Q, 0 N0, (UK 1000 PSF SOL BINDING REDD) _ 9100. ( FOR PROPER LOAD SPANS, SEE SU-0}0001. ('LOAD SPANS' ARE CLEARSPANS; PIER * .• : IN AINC. SPEOnCAROHS AB01( ASSUME CIFARSPAN ONLY - OCCURS ON ONE SIDE OF PIER IF WARSPA14 OCCURI ON BOTH SIDES, ADD VALUES LISTED ABO'W FOR EACH CLEARSPAN) • '� •. ATE t` (I)CHECK TATH LOCAL AIRSDIOnON TO DETERMINE THE SM VALUE ON YOUR SHE OR HAVE A SOR BEARING TEST PERFORMED ��'.• / '�� ��%'c H� FEDERAL 1AANUACRART ON YOUR SOh TO OE1IItMME THE VALUE. (�� STA! DONSiPUC11p1AlO BARELY STMOAu di MAR 0 1 1999 JACOBSEN HOMES 1 THESE 6PEOfKANtl TI, B.E.M. DATE 2-6-99 'LEVER W—EQORIONA4 P.O. BOX 368 oRAFeas PROPRIETARY. AM 0INFIDFNTIAL MATCRI&S OF AACOsM MANWACTURINc INC. ma wTF121Au ARE PTq TD THE DRAWING TITLE: PIER ROOTER SIZING p(ART FOR MARR. WALL OPENINGS H SAFETY HAR80R, FLORIDA 34695 Rr>Awr TTn s[ar f0Ml0Si Ap MST 1E w CHAIRING NUMI L PHONE (727) 726-1138 _ WT O0N1WAh. AND Van FINN MHOM SU_01_0030 25 TABLE I . (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM ni (51 PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 10DO 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 nn PIER SPACING SOIL BEARING PSF CAPACITY (D2 © 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 1G00 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM n PIER SPACING SOIL BEARING PSF CAPACITY 02 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615g) 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' Q ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. OZ UNDISTURBED SOIL OR 907 COMPACTION FOR FILL. Q3 ALL FOOTERS TO BE BELOW FROST LINE. Q MORE. THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARINGTEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. GWR-Diu-4l- �i§'� 02 N0. o 910334 '. NOTICE:" /"N JACOBSEN HOMES THESE SPEDFICAMS AND DRABN4S ARE ■ mIGINAL. PF9PIBETANY, AND CQ Nnk pf P.O. BOX 368 MAT I&S OF AACOBSFN UA FACRIRINC SAFETY HARBOR, FLORIDA 34695 NC %Ol MAIDENS APE PBOHOm TO THE M:CABIf fm Pant PNEDYS " Y K PHONE (727) 726-1138 IRPT axFl00+M1 AND 70TROY OTI'm ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY *100or ON INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 DATE 2-8-99 KY. IETIEF R SPECS CHART A SU-01-0040 MOBILE HOME SET—UP DIM. 'A' DIM. 'B' COLUMN #1 `COLUMN #2 COLUMN 43 COLUMN SUPRORT 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 W Y AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERr INED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030).. NOTI E: DRAWN B7: DATE: ' REV. LETTER; ❑❑❑❑ JACOBSEN HOMES TRIGNAt, ROPRITNs'pRo C FIDsDAL s.n. 6-6-94 ❑❑�❑ MATRIA PROPRIETARY aNDNUTAL V➢NU DRA'MNG TITLE' ❑1o,❑ P B R, FLORIDA36BATERIALS OF JAWBS N ROWEDCTORTHE .COLUMN SUPPORT SPANS SAFETY HARBOR, RI34695 NC. SUCH MaTERULs A FRONDED To THE ❑I—II� REOPIFN7 FOR SPEQFlC P�RPLSES AVD MUST BE DRA'MNG NURSER: I n PHONE (i27) 726-113e. KEPT CDNFIDERMAL ANO SECRET PROM OTHERS SU-03-0001 27 E SET UP NOTES (CLOSE UP) YOUR NQ= 1= EQUIPPED WITH A FACTORY INSTALLED KATE 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. 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 T E PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER 'NTH MINIMUM GAPPING BETWEEN lk 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 GPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED NTH 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 WTH 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. NOTICE W. O1; M.T. 12-22-94 ----- JACOBSEN HOMES I�n P-0, BOX 368 VAa w mmc °RAND TITLE SET UP NOTES f1 SAFETY HARROR, FLORWA 11695 mI.NYff piAMNC NYBFR 119 PHONE (m) 726-113e "1owam " mw a OHM SU-05-0001 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SEl-UP MATERIALS APPLIED OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINGGES PER. MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I 1 -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 WOES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSET FINISHING COURSE(S) OF SHINGLES EXISTING SHINGLES INSTALLED AT THE F LIFT THE UPPER ROW OF SHINGLES AT T TO INSERT FINAL COURSE OF SHINGLE'. FOLLOW THE MANUFACTURERS WRIT INSTALLATION INSTRUCTIONS FOR FAST (THIS APPLICATION FOR ?RIPPLE W1DES NOTES: 11, RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES ■ OT N N ICE: DRA'AN.BY. DATE: c REV. LETTER: I JACOBSEHOMES lv 1HE �ECIflC NOTICE: DRAWINGS ARE S.A• 6—V-94 ORIGINAL. PROPRIETARY, AND CONMDEN➢Al DRAN7NG TITLE: P.O. BOX 366 MATERIALS OF JACOBSEN MgNUFACIURING SAFETY HARBOR, FLORIDA 34695 NO' SUCHMAC ARE PRaaED TO WE EXTERIOR ROOFING CLOSE-UP �� PHONE (727) 726-1138 N�EPPDCD�NFO IIAA ALID wM AND D m BE DRAWING NUMBER: SU-05-0010 1 FIBERGLASS SHINGLES IZMETAL DRIP E\ I ,aol. R, ^9µ- XF m 910� "Rlp +WI' i 'W0 TO 1 1/2" n � n I n � ROOF SHEATHING (TYP.) SHINGLE UNDERLAYMENT TYPICAL ROOF TRUSSES 16" ON CENTER 1/2" 1/2" TO TO 3 3 1/2" oil on M04 we TO SEE PAGE RC-19-0002 FASTENING DETAIL NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLALON 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OV@R—DRIVEN, NOT COVERED WITHIN THIS MANUAL PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OI OVER -DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, 17 IS NOT NECESSARY FOR �— SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. ❑❑❑❑ Jii liOl�iJ li1V HOMES} SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN 3/8" X 3/4" X ❑�.❑ 18 GA, STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P,O, BOX 366, 4 METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8' STAPLES ill O.C. MAXIMUM. - 901 41h ST NORTB X 3/4" X 18 CA. ❑❑�❑ SAFETY HARBOR, FLA, 34695 .PHONE (813) 726-1138 5 SHINGLE R" UNDERLAYS WHICH ARE .SECURED D 6 F THROUGH MN: UNDERLAYMENT WHICH IS CEMENTED DOWN STENER" PER SHINGLE C�TTTT.T/'I T E INS TIALLAl IO:V TO 3/8".STRUCTURAL SHINGLE INSTALLATION RATED RCDF SHEATHING NEED NOT BE EVALUATED FOR DESIGN', WIND PRESSURES. C� 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 I 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE '.. I -y SOFFIT MATERIAL —__Jr � 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 SEEI 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 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/5" x 16 GA. STAPLES AT 6" 0. C. MAXIM 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. HOOK STARTEf,„.,.. STARTER. STRIP LAP SIDING APPLICATION DETAIL 410[ld JACOBS HOMES NOTICE: THESE SPECIFlC NOT AND DRAWiNCS ARE CRIONAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING P.O. �Q 368 INC. SUCH MATERIALS ARE PROMM Tyy THE SAFETY HARBOR FLORIDA 34595 REORIENT FOR SIMM PLOPM Mtl,IMRT BE PHONE (729) 726-1138 KEPT MEDENIMIL AMO SECKT ERIRJ'OTBRS 31 BOTTOM STARTER', STRIP S:A. I - 12-22-94 RIOR FINISH CLOSE-UP SU-05-0020 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 APPUCATION 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 W1TH.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. JF�C 011S E1V HOMES USEt7 M NOTICE: nffg DRANK BY: O.A. DA1E i� �..77 SPEC61CAnc«S AND DRAWINGS ARE 06-06-94a"AL BOX 368. PRCPMETARY, AND GJN9DENIML YATERULS OF JACGBSFN MANUFACTURWG Wa SUCK MTEIUAIS ARE PROVW TO THE DRANiNG R71F:P.O. EXTERIOR SIDING APPLICATION D(09- SAFETY HARBOR, FLORIDA 34695 FM SPM PHONE (727) 726-1138 IWQPOMT ,yaag� ROM �TBE -12- DRAYANG NUMBER:SU-05-0030 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 i EXTERIOR SIDING MATING LINE OF UNITS SITE INSTALLED INSIE CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOSAND T@SE S DRAWN BY: ❑❑■❑ AND DRAWNGSME ARE PROPRIETARY, DRIDINIA PROPRIETARY, ANDNUFACTNRAL DRAWING T ❑„❑ P.O. EACNRINE JACORIALS NC, E� ❑❑❑❑ SAFETY HARBOR, R, FLORIDA 34695 SUCH AT E RO RE EXA OR SP MATERIALS ARE PRDWDED U THE PURPOSES µgDil KEPT �DENDA, DRAWING N PHONE (727) 726-1138 726-11 AND E nM Owl ER9 33 1TE: 6-6-94 REV. LETTEI FOR sUP UNIT �J J. 0 al 1� Anti 34 r 91 n 0 0 0 �r 0 t 7 VN 77 35 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY S REWING 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 F THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW A EA 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) 1 SIMPLY OVERLAP TWO PANELS IN .THIS AREA. PANELS WILL THEN E PANG TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - STALL 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 IHE 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" 4DO JACOBSEN HOMj ❑❑ P.O. SAFETY HARBOR,R, 368 FLORIDA34695 PHONE {727) 72fi-1136 NOTICE: THESE SPECIFICAPONS ND DRARNGS ARE ORIGINAL, PROPRIETARYA00 CONPOENNI. MATERIALS OF JACOBSEN MANOFACIURINC INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT KEPT CONFIOSPECIFIC PURPOSES AND SECRET ROM DRIE s. W DETAIL "B" S.A. I 6-6-94 SHUTTER INSTALLATION SU-05-0034 MOBILE HOME SET-UP TIEDOWNS THERE ARE TWO TYPES OF MIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS PROTECT DESIGNED FOR THE HURRICANE BOT H NE(ZONE 1111). IF YOU TYPES OF WIND FORCES. OUR RECOMMENDATIONS YOU WILL 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 ANDSHALL BE q) WITHOUT FAILURE OF WITHSTANDING A 50 PERCENT ER E T OVERLOAD (4.725 POUNDS ANCHORING EQUIPMENT- (WEATHERIZATION) ANCHORING EQUIPMENT (STRAPS, ETC...) EXOSED TO TANCE TO ATPLLEAST EQUIVALENT TO THAT PROVIDED BYISA COATING OFAZINC R ON ON STEEL O 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. INCHES WIDE AND S0.035LINCHEBE S IN THICKNESS. CERTIFIED BYPE 1, FINISH B. GRADE 1 EEA REGISPTER D 1 I/4 PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 03953-91. STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. ANCHORING NOTE'OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON ORT USE uLRTIICALLY AT O THE CAPACITY LREQUIR REQUIRED FOR THE SSTRAPPING BEING IRED. THE RATTACHED. MUST BE LISTED APPROVED BY JUL NrLNG. 15 NOT APPLIED TO TEcDOWNSNSION TALTER A ELY ON OPPOSITESIDE SDES�THETHE HOMEHOME M YONLY BEIPULLEDTENSION OFF THE SUPPORTS. !(1� ,fit 6-6-94 SU-07-0001. _M 37 T - TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. NOTICE: DRAWN BY. DATE: REV. LET?ER. ❑❑❑❑ JAC�BSEN HOMES THESE SPECIRCATONS AND DRAMNOS ARE S.A. —ZO—�4 ORIGINAL PROPRIETARY, AND CONIRDENTAL DRAWING TITLE: Pil MATERIALS OF JACOBSEN MANUFACTURING TIE —DOWN STRAPS P.O. BOX 368 INC. SUCH MATERIAS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REaPIENT Fat SPEORC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑ PHONE (727) 725-1138KEPT CON%DEN➢AL AMC SECRET FROM DITHERS. SU-07-0002 30 T NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERISUPPLIEDL 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 CEING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. HOT LEADS (RED & BLACK) NOTE: SEE BELOW CONNECTED TO MAIN FOR SERVICE-- BREAKER CONDUCTOR SIZES 0 f GROUND (GREEN. OR BARE) WIRE TO GROUND BAR NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:--------VAL CONDUIT DROP FROM HOME.— EXTEND 2" M 1 MINIMUM — AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT- NEUTRAL GROUND 150 2 N0. i NO. 1 N0. 6 2W 2 N0. 2 0I N0. 2 0 N0. 6 NOTE: ABOVE SERVICEGONDUCTORS 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 JAr� NOTICE DRAWN BY: DAIS COBSEN HOMES THESESPEgRCATIONSAMDRAVAKSME B.C.K. 03-30-12 ORMA, PRO ETARY, AND CONRDENTUL DRAWING TI7tE P.O. BOX 368 MAIERIA OF aACDBSEN Mu ACTum c SET—UP/ELECTRiCAI. IMC ww M MALE AW P OVM To nc SAFETYHARBOR,(OR, FLORIDA 26-11 34695 WOMT RA TM RWO AM NET EE D AWIN NNUMBMR PHONE (813) 726-7138. KEPT WNFa` IK AID SECRET FROM ORERS SU-09-0001 39 is ELECTRICAL CROSS -OVER & TESTING PROCEDURES .MARRIAGE LINE NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. - ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) L 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) ON TES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH IN.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. NOTIC& u ym ur. DAZE JACOBSEN HOMES THESE SPEaMIM M NMI04M ARE D.M.T. 05-25-06 MOM PROPWA",, AND cON WMk DRAWING TITLE MATRB54H ALS OF JACOMANt FAClUdNG P.G. Box M a MAMMS ARE PRDV m TO ELECTRICAL CROSS -OVER SAFETY HARBOR, FLORIDARI 34695 REWBR FOR SIM PURrM AND MIST & DRAWNG NUMBER: PHONE (813) 726-1138 IOF1 CttFi6N k W1 SWU FROM MM S1J-09-0010 40 WIRE FROM TO GROUND #8 BARE Cl OUTRIGGER MOBILE HOME SET-UP/ELECTRICAL GIRDLING MRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE 0 OUTRIGGER). L 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). NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY' BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTI N PANELBOARD. A BONDING CONDUC OR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD .AND AN ACCESSIBLE TERMINAL ON THE CHASSIS, NO. 8 BARE COPPER --` L APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I —BEAM (TYPICAL EACH UNIT), TYPICAL ELECTRICAL BONDING GROUNDING ANO CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BL 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 UGHT 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, CMECTION, AND RETESTING FOR CONTINUITY. ULI JACOBSEN HOMES NOS AND DRAYR!BY: DATE REY LETTER: HOMES THESE SPEPRCA➢ONS AND DCcNnDS ARE S.A. 6-6-94 I Ell DRIDINN, PBOPRFiM AND UFACT W DRAINNO ii1lE P.O. R, FLORIDA INC AT dAC0BAM MANUFADNpNO SAFETY HARBOR, FLORIDA.31895 WD ENT Y SPEME5,� RAoxND ro WAT BE TYPICAL ELECTRICAL GROUND PHONE (727) 728-1138 KEPT CONFI E 14 ANDPSE� m OENO DRA'MNG NUMBER: SU-09-0020 .. 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) 0 BLACK (HOT) AND B �—�/-FROM FIXTURE AND 0X 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. WEIF-1 w 7 (� Tic �7 HOME JACOBSE .L1OME P.O. BOX 36B SAFETY HARBOR; FLORIDA 34695 PHONE (727) 726-1138 NOTICE: XSE SPECIFICATIONS AND DRAWINGS ARE ORIQNA4 PROPRIETARY, AND CONFIUENTAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ACE PRONDED TO THE REOPIOIT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTAL AND SECRET MOM OTHERS DRAWN BY: S�A• DATE: 6-6-94 REV. LETTE - DRAWING TITLE: LIGHT FIXTURE INSTALLATION 'DRAINING NUMBER: SU-09-0030- MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAINLINES 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. j WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. A ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER 1 LET, AND NEAR ANY CROSSOVERLOCATIONWHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT ITAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HcyMES WITH PLUMBING IN. MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVVEERS 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 I - 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 O LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. is CLOSE OFF ALL THE GAS , 2. ATTACH THE GAS. TEST FIl 3. PRESUREIZE THE SYSTEM. I 4. PRESSURE MUST BE.MAINI CAUTION: DAMAGE MAY RESU SUPPLY SYSTEM HAS (1/2 PSI) AND NOT LE THE GAS PIPING SYSTEM GAS. 1. BE SURE THE APPLIANCES CONNECTED. 2. WHERE APPUCABLEON ML THE "QUICK —DISCONNECT" 3. MAKE SURE ALL CONNECT 4. AFTER THE GAS HAS BEEP ARE LIT. A�❑ JACOBSEN HOMF P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 SHUT OFF VALVES. G GAUGE. IL 3 PSI OF AIR PRESSURE IS REACHED. ED'FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING N DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN THAN 7" WATER COLUMN (1/4 PSI). DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING TIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT' AND CONNECT. S LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. NS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS NOTICE UNAWN Bx: D.M.T. I DAIE 3-22-95 R1.v.. 1tIlm THESE SPEMOAT M6 AND DRANINGS ARE DfM#NAL, PRDPR[TARY, AND CONFlDEMNAL n . DRAMNIG THEE fU,18tlAL9 t)F 11fAB5E17 YANUFACMNNG NG SO MATMA S AM PRDWO m M PLUMB. CON. $ GAS TEST /H\ 11AW FM AM BE DRAIMNG NUMBER CNIDERMAL AM � HN OHM SU-11-0001 09-29—( 43 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 HEATERAND(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. ::]*E1 JACOBSEN HOMES THESE .,.,,lam µp DR,,1„ ARE DRAWN BY: D.M.T, DATE: 09-29-08 BEv. � MORAL PROPRIETMY. AND CCNME M& FRAMING TNLL P.O. BOX 368 WTM'� OF'D'�=N' MMUFACIUMNG SAFETY HARBOR, FLORIDA 34695 we SUCH MA154ALS ARE PRDMOM m 7W PLUMBING TEST PHONE (727) 726-1138 Vi M � � D DRAWING NUMBER: SU-11-0002 ' 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS D [�Eid FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING up DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SRN. 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. ze)) 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 p. = 11/2" DROP O = 1 1/2" DRY VENT 0 ='. 2" DROP - 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. NADI] JACOBSEN HOMES NOS AND THESE SPECIFICATIONS NOTICE. ORAWINCS ARE ORIDINA4 PROPRIETARY, AND LONFlOENEAL MATERIALS OF RIA SBAREROOMED TO ING FEEP.O. BO% 368 INC. SUCH MATERIAEB ARE PRWIDED TO.THESAFETY HARBOR, FLORIDA 34695 REOPIENT FOR BROOM PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONPIOEN➢AL AND SECRET FROM OTHERS. OAIL: S.A. 6-6-94 SU-11-0010 45 ' UNVENTED W.C. DROP i 2 3 / / i 2" cc " AL1 V 3„ OBILE HOME SET-UP ENT WITH tE THAN iE DRAIN VENTED W.C. DROP / TYPICAL - � ?" OROP / ! / INDICATES BOTTOM / 3. OF HOME i i i i O 3 3 OUT IS NOT NEEDED D TYPICAL 3^ O 1 1/2" DROP 3 / i i/2' 1 1 /2" O O / MINIMUM SLOPE 3• / 1/8" PER FT. .FITTING SCHEDULE /4WITH CLPER FT. Q VERT. TO HORIZ. (LONG TURN Ty OR COMB. Y k 1/8 BEND) WITHOUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND). TIP CLEAN -OUT © © 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 3DROP FROM WA i 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 $INCEE WIDES AND MULTI- NOT INLET —FIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WOES WITH PLUMBING IN TYPICAL FOR MOST MODELS ONE SECTION ONLY SOME MODELS DEPENDING '', 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN ONE SECTION I`N TYPICAL FRESH WATER ENTRANCES NOTICE: �O-i JACOBSEN HOMES NSANDRAWINGS DRAWN BY: DATE: REv.LETEI THESE SPECIFICATIONS AND WINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE rT . MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP 0140110 „0 P.O.'BOX 360 INC. SUCH MATERIALS ARE PRONDED TO ME SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECTRC PURPOSES AND MUST BE DRAWING NUMBER: LJLJ❑❑. PHONE (727) 726 1138 KEPT CDNFIDDTTAI AND SECRET FEW OTHERS. SU-11-0005 46 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY EDIII V R-7 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). N MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCATIONS. Z 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 INSULATON AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" % 1" % 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL �E00 JACOBSEN HOMES �:� R, FLORIDANC. SAFETY HARBOR, ORI34695 a❑�❑ PHONE (873) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND NUFACTNTIAL MATERIALS E MANIDED TO HE SUCH OF MATERIALS U THE INC. SUCH R TERIAIS ARE PURPOSES REGPIENi FOR TALTECHICAN SECRET ANC MUST 8E AND KEPT CDNFlpFNnAL AND SECRET FROM OTHERS DRAWN BY: C.L.Y. DATE: 10-23-.95 REV. LETTER: /Y H DRAWING TITLE: WATER GROSS -OVER pRAWNG NUMBER: SU-11-0020 MOBILE HOME SET—UP amEmpgwelfam JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIOt SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREA SECTION HOME THERE IS ONE SUPPLY DROP PER SECTII ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONIt AIR CONDITIONER AND DROPS CAN BE MADE WITH INSUI CHECK THESE ITEMS AFTER THE AIR CONDITIONER 1. ALL DUCT WORK BELOW THE HOME IS INSULA 2. ALL SEAMS ARE SEALED. READY, WHICH MEANS THE REGISTERS, INSTALLED IN YOUR HOME. IN A MULTI — AND ONE RETURN AIR DROP FOR THE FAKE SIDE OF THE AIR CONDITIONING NNG(S) (i.e., (1) 12" TO (2) 10") TO THE 'PLY DROP, CONNECT THAT ONE DROP UNIT. ALL CONNECTIONS BETWEEN THE =D FLEXIBLE DUCT. INSTALLED. 3. ALL CONNECTIONS. ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. n TYPICAL RETURN AIR DROP TYPICAL SUPPLY DROP TYPICAL — SUPPLY DROP REDUCER 'Y Ct FI171NG UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER. CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR. IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME �0� JACOBSEN HOMES xoaTc>t THESE SPECIFlCAtIQYS AND DRANINCS ARE ORNANAL, PROPMEFARY,, AND O57NF1DEN➢AL P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING F❑'IF,� SAFETY HARBOR, FLORIDA 34695 NC SUCH WA WDE HE n i PHONE (727) 726-1738 IVT 07NRDDMAL Np SECRET FROM OTHERS. AIR FLOW O.A. DAl 06-06-94 1 REV. LE MDE A.C. CONNECTIONS 4-08) SU-13-0001 48 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 I CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION !!;;!!((��AA���� FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW `W/ 8) 1 SLIP GORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2. INCHES ABOUT THREE INCHES. NOT TO EXCEED 2 IN. W.G.) C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON C) APPLY DUCT TAPE. AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON CONNECTING EACH. EACH CORE. D) PULL'. BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET E) OVER FITTING. APPLY DUCT TAPE* AROUND JACKET FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND OUTSIDE I. AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE SPLICING WIDTH ON EACH. WIDTH ON EACH JACKET. CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE Bondci A) B)'�, SLIP DUCT OVER FITTING AT LEAST THREE INCHES. PLACE CLAMP*. AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP A)' FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. NOT TO EXCEED 4 IN. W.G.) HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS.- MIN.', C) CHECK CONNECTION BY PULLING ON , DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. - CONNECTING OR SPLICING TAPE & CLAMP A) �� PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A-SIX (FOR LOW, MEDIUM !!''!!��� B) FROM END OF DUCT EXPOSING CORE. SLIP CORE OVER FITTING AT LEAST INCH METAL COUPLING AND FOLLOW DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES. NOT TO EXCEED 10 IN. W.G.) C) APPLY DUCT TAPE- AROUND CORE AND FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING D) EACH. PLACE CLAMP-- AROUND TAPE AND PLASTIC CLAMPS.. CORE AND TIGHTEN WITH APPROPRIATE TOOL.'. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE. AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' SPLICING F) INSTEAD OF TAPED (SEE STEP F). PULL JACKET OVER RING, THROUGH HOLE,. AND FOLD UP WITH TABS. * DUCT TAPE: USE A MINIMUM OF ONE WRAP I TUCK #92T, ARNO. #0520, POLYI »» PLASTIC CLAMPS: PLASTIC CLAMPS ARE NO AND 2 IN. W.G. (DIAMETEF CORRESPONDING TOOL AT (TOOL G);CATAMOUNT L- 00013 1ACOBSEN HOMES ❑wr P.O. BOX 368 ❑❑❑� SAFETYPHONE R(727)F726-113LORIDA B4695 ' 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #'PC622, :N #222, OR NASHUA p357. RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET MAXIMUM TENSION SETTING, APPROVED TYPES: PANDUIT TYPE PLT—H 75 (TOOL L-300); OR TYTON T-150 (TOOL T-150). NOTICE: ICATIOYS AW ORAINGS ARE CPRIETARY, ANO CONFIDMTAL F JACOOSEN MANUFACTURING TEX" ARE FRONDED TO ME WORD PuRPOsES AND MUST K IPAL µO SECRET FROM OPERS T-UP DUCTWOR4 SU-13-0010 :ia 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 ITHROUGH 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 qS 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. SITE INSTALLED DUCT .'MUST BE METAL FLEX OR RIGID f VENT CAP SITE INSTALLED DUCT r VENT CAP MUST BE METAL FLEX. OR RIGID. y\�j\i\�✓��i \ i✓\�\ i\\i\i\\�\G\\i�\ ��� i\i\� �\� NOTES: ❑❑❑❑ J. COBSEN. HOMES NOTICE: DRAWN BY: p DATE. REV. LETTER: ❑❑;;❑ 1 1 EROPRI➢OHS AND DRAMINGS ARE R.I\. PROPRIETARY, AND CDFACTU IIAI ORAIWNG 11TLE: /� P:D. BOX 368 S OF JACOBSEN MANUFACTURING N ❑❑❑❑ SAFETY HARBOR,. FLORIDA 34695SUCH MATERIALS ARE PRWDED TO THE ELEGT. CLOTHES DRYfR.VENTING PHONE (727) 726-1138DE FDR �ECIFIC PURPOSES .wo Musi BE DRAWING NUMBER: DENIIAL AND SECRET FRON OTHERS. SU-15-0001 SO SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME I 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. TYP. WATER HEATER WATER HEATER PAN FACTORY INSTALLED DRAIN THROUGH FLOOR AND BOTTOM BOARD TYP SITE INSTALLED DRAIN PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) (DEALER IS RESPONSIBLE SYSTEM PRESSURE AND TEMPERATURE RELIEF LINE I 19 DRAIN TO EXTEND I I l PAST THE EXTERIOR WALL I Imo!/ LINE AND BE LEFT EXPOSED i I TYP. I -BEAM AND VISIBLE FOR INSPECTION. I (SEE DETAIL 'A') PIPE TO BE SUPPORTED 4'-0' O.C. MAX. SCREEN FACTORY INSTALLED BEIWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' 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 wEaFrARONS AND CRAMNOS ARE i OFICkk PROPPETARY, AND CWWffUL P.O. BOX 368 MATERIALS CF JACOBSEN UWACTMNC SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 W E qAM q� � TO W MUST BE KEPT GiT FIOENM AM SEDO FROM OTHEK 51 M.T. SU-15-0003 0. 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 00003JACOBSEN HOMES �O❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 THESE SPECIFICATIONS DRAMNGS ARE ORIGINAL PROPRIETARY, AN CONHDENRAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROADED TO THE REOPRNT FOR SPECRIC PJRPOSES klD YI151 8E KEPT CIXMOENRAL AND SECRET FROM OTNENS. 52 f VENT CAP S.A. I - _ 6-6-94 Kty. ttnt DRAFT RANGE VENTING SU-15-0002 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) oTE& JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34685 PHONE (727) 726-1138 NOTICE TEYSPEiiG1TOsAmDow, AE YA11tlA� �+��+� NG 90 1441EU1S ARE PROVED) M THE R1MW FM r p � Fw AM' DRARN BY: M.T. DATE 1 10-18-07 RR LEM ""'CLOTHES CLOTHES DRYER VENTING DRAMING NDYBER: SU-15-0004 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1, P—TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. _ 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR. DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES N070 >x� SPEnRCRETAR NNO OPA'R & aANpNA(, POFJATMY, AND D.M.T. '� 10-31-01 DRAWING iI1lE P.O. BOX 368 UFACTANG JACOB YAVDM BOTTOM BOARD P-TRAP ACCESS B SAFETY HARBOR, FLO[ 34695 W. WCLS A M M w � q�� M MW BEBE (10-OS-O8) DRAWING NUMBER; ( PHONE (727) 726-7138 IVT CONfWnk NO � FHaII Un3n6 SU—) 5-0010 AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT CONNECTION BETNEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) DUCTS SHALL BE MADE PER OTHER DETAILS 00 I CFJLWC BOARD --- I PLENUM (DUCT DISTRIBUTION 80X) s VIOT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDIER A/C SYSTEM (AIR HANDLER, ETC...) SUPPLIED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW N JACOBSEN HOMES onDe DRAW BY: oge REv. tETTEC INEY SPECIFlGIIAND DGWNGS AM C.L.Y. 3-21-95 It ONAI.PROPREIARY, ORAWNC P.O. BOX 366 uAl0tl1L6 OF JACOB%R YNIUGCRADNC HANDLER CROSS -OVER SAFETY HARBOR, FLORIDA 34695 ma uA1FALLS ARE PRR.tOFD Tp RQ PHONE (813) 726-1138 phi gR�j y ORANWG NUMBER: SU—AC-0100 NOTES 56