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Home My WebLink AboutSet-Up Manual; Jacobsen HomesSET-UP MANUAL OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE I aw These specifications and drawing are original, proprietary, and confidentialfalerials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING ;y (B.) LEVELING�> (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS "t *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU�4.1, DETAIL `A' AND DETAIL 'B'). IN AREAS THAT • ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS? •MUSTF BEr. FLOW THE FROST LINE. w�a, OPTIONAL- PIERS MAY BE PLACED ON CONCRETE RIBBONS a ; .t 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE ' HAIRLINES CARPENTER'S LEVEL �l 1/ A IS BLE M SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE: DRANN BY DAIS REV LETiEJt JACOBSEN HOMES 1EI6ESPECf1CAm=ANDORA1 mAm O.A. 11-21-06 CRIGNu. PROPRiURY. AM ooEEU"& DRANING 11iLE: P.O. BOX 3s8 1A1°� OF JAC�I MANUFACMMIG MANUFACTURED HOME SET—UP Elw NC. SA71 MAIEAIAIS ARE PROVW TO 7HE SAFETYHARBOR,(D0 7) FLORIDA 95 W AND g� Rm MOST HE off DtAMiNG NlA1BEJt SU-01-0001 (10-08-08) 1 MAIN WE MW SW WALED (WALIALN (sm EMM �°) PER CAPPED 1MDI SCLD COItTEIE— afa (Au r TACX) D' X Ir X 16- MLED WSW BApIS� 11Di OPE11 CBIS VBtI1Cl11 SEE TAKE 1 FOR PER FOOIE SONG AID SPACEIG SPECEICr =5 (PACE 11) (SEE SU-M FIM 16 X 16 PINECAST PER PAD SPACNG) SEE NOTE /4' DETAILS "A" AND "B" 13 N R ORGANIC IMTH AND JlAL� AND PLACEM PAD ON STAB EL BELOW I= LDIE PER LOCAL CODE ENRElE7115 SE NOTE v DETAIL 'A' OEM VARIES VM VAX A110101E SOD. Bf 0G) TIE WM STRAPS ATTACN>ED-\ BfJ1M COUDIS TO RIDGE AON EACH SEC11011 TO K 001IM CiED ID A DOUBLE HEADED ANCHOR SEE NOTE j4 DWILE E4DED NOTE p PER CAPPED INDI SOLD CONCREIE II= (ION. 4 TIOCX) C X D' X 16' CEUID HAS= IILOCXS WR OPBI CE11S WERIICAL (SEE NOTE f FOR MAX PER IEIt M AND DETAIL A110%) SEE TABS FOR PER FOOTER SM AND SPACNG SPECEICAIXLNS (PAGE 10) UN ALL ORGAIBC MATERIAL. AND PLACE PAD ON STARE SOIL 1N m FROSDDE PER LACAL. CAGE R rifloc E)115 SEE 1101E R� DETAIL 'B' SEE NX IR OE1151di VMB WAIL MAX AUOitlMSMBEA BpIBBDOpBo. JACOBSEN HOMES P.O. BOX WII rimplEl SAFM FIAMOR. F1.ORIDA M95 PHONE (727) 726-11M �GE�Scc m Ifi w m ° ° TATE OF ® DMIN TdM siL1F1CA= AID DRAB ARE PROPRETNtY. AID oCIfRID1RAi DRAYIIw MAMAIS W dACaM WIRiAUJIM Na sIW alum ARE Pitalcm 7011E Ridw m nn pfim AID MAT lE DRAM' w,f 0a mlm AID my m 00 w NOM, 1. 360 MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I —BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER do MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3235 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16" X IV B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8 PIERS SUPPORTING THE 1—BEAMS TO BE WITHIN 24" OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I —BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY MATH LOCAL BUILDING CODES. 11. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE 1—BEAM AND PIER CAP. SHIMS MUST BE MIN. 4- LONG BY 60 WIDE AND NO MORE THAN 1- IN THICKNESS. APPROVED BY INRevised Dec 17,2008 PI1 NC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A. I ' 09-07-93 KV LETTEk DETAILS -A- & "Bo A SU-01-0001.1 (12-15--DB) Jacobsen Homes Load at Frame (each 1-Deem location). Perimeter (sidewall area). and Mating Line ti'or Homes Requiring Perimeter Supports On Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS 41OIST SIZES) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating line 3246 3906 4S66 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 ' 3284 Mating Line 4328 5208 6088 30 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, If different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement CL n ll r r1t 1 t'v,anuhi;t— ed M r', i S ;ii)'_t]C r'1• ^,�:UClioO tj Perimeter not shown for clarity (do not cut out) Added support above pier Recesses Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two flooriolsts is used on top of the recessed pier (see detail above). 2. The ten inches (lo") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. \,0�v P��. �. TD r/4iigi No�0 yam. PE10505134 9 . STATE OF flu 3 SU-01-0001.2 �1 .r7ea 0f)8 ''s l'C11011 fI Jacobsen Homes Footing Capacities 8 in. x 16 in. (single stack) pier 16 in. is 16 in. (double stack) pier Soil Beari Minimum Footing Minimum Footing Unreinforced Unreinforced G ang P tY Sire (in.) Area (in.') Maximum Fasting cast -In -place Maximum Footing cast -in -place (Psiciti Capacity (tbs.) minimum Capacity (Ihs.) minimum thickness fin.) thickness (in.) 16 x 16 256 1,G00 6 1,600 6 20 x 20 400 2,600 6 2,600 6 w a. 24 x 24 576 3,700 6 3,700 6 O O 30 x 30 900 5,600 8 5,800 6 O � 36 x 36 3,296 7,900 10 8,100 g 42 is 42 1,764 10,700 Nore 4 10 10,700 10 48 is 48 2,304 13,100 Nee4 4 12 13,600 10 16.16 256 2,500 6 2,500 6 20 x 20 460 4,000 6 4,000 6 w lA 24 x 24 576 5,600 8 5,700 6 a O 30 is 30 900 8,500 xod . 10 8,900 8 O 14 35•3fi 1,296 12,400 nw . 30 12,600 e 42 x 42 1,764 16,500 Not, 4 12 16,8D0 No4 4 10 48 is 48 2,304 21,200 x.0 4 14 21,600 nor. 4 12 16 x 16 256 3.400 6 3,400 6 ..., V1 20 x 20 400 5,300 6 5,300 6 rL O 24 x 24 576 • 7,600 8 7,700 6 O O 30 x 30 900 11,700 n.re . 10 11,900 8 lV 36 x 36 1,296 16,700 0 . 15 16,900 ...4 1D 42x42 1,764 21,700 xm.4 18 22,700 Note4 12 16 x 16 256 4,300 6 4,300 6 4- a 20 x 20 400 6,700 6 6,700 6 O O 24.24 576 9,600 NO. 4 8 9,700 6 N 30 x 30 900 14,800 n.r4 + 10 15,U00 8 36 x 36 1,296 20,700 •..N . 12 21,400 or. 4 to 16 x 16 Z56 5,200 6 5,200 6 _-✓;� a 20 x 20 400 81100 N.m . 8 8,100 6 O •1 24 x 24 576 11,500 NO. 4 10 11,700 6 CDoR: J CD 30x30 900 17,800 .4 12 18,100 er. 8 3fi x 36 1,296 25,400 .t. 4 14 25,900 N.. 30 y-. n L6x16 256 7,000 6 7,000 6 n >Z 20 x 20 400 10,100 - 4 8 10,900 6 O 24 x 24 S76 I51500 - . 10 15,600 8 ' O 30 is 30 900 23,300 • 12 24,200 Nor. 4 30 1. The footing sixes shown are for square pads and are based on the area (in'), shear and bending required for the loads shown, other :onfigurations, such as rectangular or circular configurat ons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the footing is not less than :he thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unenforced precast concrete footings. 3. The capacity values listed have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8.000 tbs. for 8 in. x 16 in. single stack block and 16,000 tbs for 16 in. x 16 in. Juuble stack block. S. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 On the frame (I-beam) a vngle stack block pier shall not exceed 36' high (see footnote 4 fur mavnmsn capacity) and a double stack block pier woh interlocked blocks shall not exceed 67' high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single stack block pier shad not exceed 54" m height (see footnote 4 for maximcm capacity) Any piers that exceed the bights specified it this footnote shall be designed by a registered professional engineer or registered arcm'tect. 7. poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads) shall only be used in accordance with the pad manufacturer's mstruc::ons and must be certified for use in the sod classification at the site, listed and tabled for the required load capacity. 4 5U-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING 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 [-BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ ❑;;❑S ❑❑❑❑ JACOBSEN HOMES P.O. BOX 366 SAFETY HONER(727) 726/1384695 NOTICE: THESE SPECIFICATIONS AND DRANINGS ARE ORIGINAL PROPRIETARY. AND CONFIDENTIAL UIS AT JACOBSEN PROVIDE M ING THE INC.pk, �GI{ yATpRµ,S ARE PROVIDED TO THE 1i F � AP SMW B � KEPT DRAWN BY: DRAWING TI DRAWING N 5 O.A. DATE 06-06-94 REV. LEM. MOBILE HOME SET-UP #2 A SU-01-0002 (09-30-OB) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 f- SEE NOTE #2 NOTE #1 I "-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 7 4 2 1 5 5 3 >- SEE NOTE #2 �- SEE NOTE #4 I NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFlOENTIAL DRAWING TITLE: ❑,�❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE BLOCKING INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST DE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0003 6 SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 SEE NOTE #2 I SEE NOTE #4 i NOTE #5 I NOTE #1 NOTEE 3 SEE 5 5 3 4 2 1 NOTE #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME ]-BEAMS #2-LOCATE PIERS UNDER FRAME] -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 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 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAMINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING 11TLE: TRIPLE WIDE BLOCKING ❑❑■❑ORIGINAL, ❑„❑ P.O. BOX 368 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-0I-0004 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC RMPOSES AND MUST BE KEPT CONFDENTIAL AND SECRET FROM OTHERS. 7 ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS MM E IN ADDITTDIN TO WRIER RLOOIINS REOL SLED IN THIS MANLIAL - ALL FLOOR UMUS AND .IOQT SCSI SRL• -RL! TYP. FODUMAK + ON MEWALL OR MARIOASE WALL EPm HOSTBEAM NOTEIM BLOCI(ING REOUAED AT 48' O.C. MAX. RFFU 10 SU-01-0008 La�- - �—1 ANY SIZE TIE ANOADR SHOWER AT MEWALL OR MARRIAGE WALL UNDER EACH SOD: OF ALL EXTERIOR DOORS LOCAT® ON i10EWALLS 2 OR YORE 46 I)T NIDOiMS PIERS RMLINUM AT EACH END AND BETWETI EACH OPHNME F Fm REC SED AREAS REOUIRE PIERS SPACED W O.C. MAIL (1Ef OR LESS N DEM) EACH END OF REIN AREAS RECESSSm AAEAS W/WE BAY REOUAE PIERS SPA® 64" O.C. MAX THM ALSO APPLIES TO ALL ENUWALL BAY WINDOWS L/I11.ESS KrPORTED BY A FRAME MEMBER fiARDHN TUB AT SIDEWALL OR MARRIAGE WALL . w ac YAK CARWETS ALOWS SOIEWALL OR M^RRIAOE WALL (APPLIES TO BARN CABINETS W OR GREATER N LBO) (SAME BLOCIUIG MAY BE USED FOR MULTIPLE 461/f MINDOWS) j • • fflnAL BLUMING NOTE FOR 15'-W II049 VnOE QxB FLOOR SEMONS ONLY) I KX EB UMNG IS RFJOIM (MARRIAGE AND METMAILS) SW ON 00 MAX SPAMG DAPIA APPROVAL• NOTE MU 110 SY51EM FAST (S4E11ULL TO MEW OR MARRIAGE OW EM IIST4X PERAIEIFR BlUS �� NOTES."0 � � � I •� � � � 1. FUR THE AMOK FlW= MUM AS KDlM AIDYE UZ IC X W PER PADS VI C 2. IOG1E affl= UNDER MM .OST OR WHIR I' OF 11E W (F W MM UQTM AT le at KAIMM O � O a MM PIERS ARE M ADdED1110 ANY UM XWO PIERS MW VATIC WE � MAR 20 2014 4 PFA>JEER 1IAoa1c 15 RE}7AiI� tow1FE FLOORS ( t S�tIAUS) I6' aG MAX, d Faaaat Mumfaet++ed m 5. PIERS USER FM PQlt 8 SUP W MUST B IS7A M � XI = OEM PARR a TO X PEA1EU RAL L *0 PBIsiEER 13AC 0 IS REDURFA. ANY VATIC LIF OU SPAN QUI R 7 W 10. WST RAVE N1E3UNAE PEAS sway standsds PIAM AT MAX W 04 DWT IW WE FX SEE SP K NOR: RIM M &60- O5.1 AND SlR-GDD5.2 FOR 2A RAOR 5151Di5. JACOBSEN HOMES NOTIM THM asTafRavi m ANo MUM Am DRAW BY;O,A. DATE 4-12-00 REv. Eil1ER P.o, BOX 3s1 DDVUL, PKMUACY, AND COIFT7EKM MAIMS W i1 om MAMIFACIURIlIG DRAWNG TlU- ADDITIONAL BLOCKING SPHHONE(HARBOR, I1- 20 MAMM AM FROVIOED To THE WST BE �pq��jm mvFm ORANNG NIIABER 26-1138�95 amm su-01 —000s (03-19-14 ) 8 (APPLICABLE TO ALL IMPERIAL AND *oRO COTTAGES $TH 164• FLOOR 00THS-SEE FL-01-0MU) ON SITE PERIMETER BLOCKING Q.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. I1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/IrIATELINE WALL 46"/24" 64"/40" 64"/49m MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# e®�`'"� �' • tip c,,s� s No 454 � 0 O em 0 d. v off: IS E OF :�►•O oi0�S . C �p R 1 V •�� ,,ems Owdt� i� R m C-FL- 89.01 - 89.03 ALL j�DZONES ALL EXP05URES 20 PSF ROOF 10 PSF D.L. APPROVED BY INM�1pa\�y1� 07,2009 P� FEDERAL IYWUFACTURE HOME . CONSTRUCTION AND SAfEiY STANDARDS JA�OBb�EN HOIVtES ponds DRA" e,r: DA1Et REV. LETIER: �,��„„�� ,� �!I,T, 03-02-09 fl �, tOtovtrET�Itx 4 N� nk DR c nnM P,O, Box 36B gam' jpplys' p��p ADD. PER. BLOCKING REWREWENTS _ SAFETY HARBOR, FLDRIDA 34696 tat t11io0gs W61 R PI4ONE (727) 726-113B a� LT AIp stzaET rt l otlns; SU-01-0005.1 9 PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & 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 1B4" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIM N THE AACOBSEN HOMES SET-UP MANUAL 2 THE PRE -FABRICATED PER PADS ARE TO BE INSTALLED PER 1HE MANUFACTUIM INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PER CAPACITES SHO MI ABOVE. 3. ALL OTHER REOUREMENiS ARE TO BE ADHERED TO AS SPECIRED IN THE JACOBSEN HOMES NSTAlATION INSTRUCTIONS W '0 o MAR 19 2014 � O 0. C Q Fedmal Conufacducd v Homo Construction And Safety Standards JAC O B S E N HOMES xoM cl&AW ,� ��„� �,,,,,� „� DRAINM .YOUNG DATE 11-18-2011 REV.LE1TFIt: ,, 00MA. VNff, AM car UMWL YAM" OF JIICOBSEN MABDFACTIIBNG13 DRAINING TITLE: P.O. BOX 368 NO. SUCH YATERW3 AM PROW M PERIMETER BLOCKING IMP —DC SAFETY NE (1 ; FLORIDA138 95 OT 16� SM � OOHM DRAYANG NUMBER; SU-01-0005.2 1 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM kh� 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 NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. NOUCR DRAWN BY: JACOBSEN HOMES mm Tm Ao RRAmw AREM.T. oRf=AI- PROPRErMY. AM WOMO RAL DRAWING IIU- P.O. BOX 388 NIG MA78 UU OF JAMM MMIAACUM BLOO SM MAIUMS ARE PRQVEED To TIE SAFETY HARBOR, FLORIDA 34695 REMM FRR 9'ET>F1C UP= AM WW BE DRAWING NUMBER: PHONE (727) 726-1138 IVT C@FW4& AND 9AET FROM UREAS. 11 - 05-20-06 - (PIER) LABELS B SU-01-0006 (09-04—t2) ADDITIONAL RECESSED PORCH BLOCKING (THIS DTto n S IV ADIDm TD BLDCIING RI;pLIRED N TADS tUNIIAL) USE DETAIL T ONLY IHEN WIRIGGER S (I1 FLOOR JOIST Waxy 11 m PORClI POSE WALL ADDED I-BEA IBIDETI EXIEiGOR IWL— PER UWEII Amm Icy REtiESSED PORCH REGIME PL9tS SPA® 64' CLC: Ma (AND MUD Al KIM PO61S) As SHOWN 64' O.C. MAX PIER SPACING AT MARRIAGEWALL ROM DSUNCE BMW EDCE OF PIER AND EDGE Of PORCH POST MAY NOT- l71LIiD DEPTH OF TIP. PORCH POST Tw. PORCH POST FLOOR JOLT (5 lm 5 1 •11A1L TIM PORCH MOORING Paea FLOOR JOIST DOU81 E PDRCIi PERDtETEx RAL ``� (2) 2 X 6 PT X if WL TV. TE-M STRAP � BRIDGED BETWEEN 2 (SEE 011b DETAILS) PORCH FLOOR JOISTS TI1P. PER (6' X V X 16') W X Ili' MIN. PER PAD CROSS SECTION VIEW Al TYP. PORCH POET TYP. PORCH FLOORING tCH FLOOR JOIST (2)2X6PTX113461. BRIOIED REAM 2 PORCH FLOOR. JOISTS TYP. PORCH FLOORING: PORCH FLDOR JOIST OOIXE PORCH P94UffR RAL''� `'`(2)2z6Prxl8"ImIL BRM K EEN I. . TIP. 11E-DOI N STRAP POM FLOOR JOISTS (SEE OTHER DETALS) TIP. FIER (B' X II' X 16) 16• X W UK PIER PAD CROSS SECTION VIEW 131 TV. PORCH POST ,iNOX- DISTANCE BETIO EDGE OF 11tP. PORCH FtODRl1G �5 II2' WA i PIER AND EDGE OF PORCH POST PORCH FLOOR JOIST MAY NOT EXOEID 5 1/2' (2B) 2 X a PT X RIM �BiMN� lYP. 1E-M STRAP PORCH FLOOR JOISTS (SEE OTHER DETAILS) wNGITUDINAL VIEW A2 LONGrUMINAL. VIEW T32 DETAIL 'A' DETAIL ' H' . � `p�6�fEilIJ1; NOTT d 1F1 �' '�C!t�: Ql-:- 1 nAPu AvaRovAt: N01ESo L ADD1 TOM BLOOIONG RE011 M AS MIOICAIED ABOVE (USE 16' X le PER : �c� + i' G fit` ; 40 APPROVED BY PADS ON loon PSF SOL WAGIN) '" 0. ►. 2. LACAIE BIWW I110Qt FWMETFR JOIST OR YARW S 1/t OF END OF IC O.C.S Dec(13,2006 a PDILEIER mwmFc 1s REWIRED LWDEE IORCN AT E71p1 F06T (bt' oc VAX) �, I Z'Ito4 INC. L ADDIDOUL 1LOCl W BEQI�ED AS INDN:ATED ABOVE LMW COVER OF AM D F-BFAA • (W O.C. MAX) ♦% % v 1 w a` .� FEDERAL MANUFACTURED MOPE CONSTRUCTION AND SAFETY STANDARDS 5. SEE oDmt DETALS fm O1NEit REOtm OLD(]DNC LOCATIONS WALL MAY DIFFER 01 szr FROM wm HOUSE I••BEAY: tt'� �•., � 0 P.i�p .i' ,�14i+ •••�CM rd�� 6. ADDED F-BEAM AT F'ORCH/1XIFRIOR -• OlLC& to `.. COA'L I V. LETTERNJACOBSEN HOMES>� m* ARE R•11-28-66 0w,A raonecrAAx Ono **fM%& DRAWM PRE AI?U1T1UN L CESSE D P.O, BOX 366 YAWULS W .UCOB.gII MMWAC1 W40 p� M MA�s AM FWMnm TO nE PORCH BLOCKING SffM plior" E (613) 7 6-11 PA 95 sm ao.n n � 11m ®RA ° FsvNi3 SU -01-0007 12 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor'of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 Ittltf'ffftry'rrI John C. Do den, PE / 454Et4 15133 CR 22 Goshen, IN 46528 vo ; ; ¢; Phone: (574) 825-76ea0 : STATt OF W .•C 0 R. % O P . \�14' . 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES- REF. PG. 07-0050, 07-0051 NDS01 ALSO MEETS WINDZONE III EXPOSURE C 20 PSF ROOF 10 PSF D.L 1. HOST BEAM INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: : �i ', �.� iFl�r -,�i '�i APPROVED BY 20' WIDE MAX WN ZONE 2 OR 12-W EXP. B SI IES, r •' 16' WIDE MAX INND ZONE 3 OR 14OMPH EXP. B SITES ''^ f,;�: Jan 20,200 - 2. MIN. BRACKET LOAD .CAPACITY FOR VERTICAL TIE -DOWNS IS 24501 WINO ZONE 2, 2WI W1N0 ZONE 3 I' `� . ST/<. r. OF FEDERAL MANUFACTURED NOTE 3. WALL FRAMING IS 2 X 6 SPF I6. O.C. • Q : CONSTRUCTION AND SAFETY STANDARDS 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE Iles4 , ; •,O r`• �� JACOBSEN HOMES NOTIM '0 # -- MAL � AM IK 0111111111110 P.O Box she WAIMMLS OT &%CWWA >4ANIA<AC><l M IC 2W MMULS ARE FROYAW Ta THE SAFELY HARBOR. FLORIDA 34695 RECFW RR W M NVOlS NO mW K PHONE (727) 728-1138 . wl cwwonk as mm Rmr omos 14 D.M.T. 01-10-07 ATT. TO HOST BEAM SU-01-0008 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL HEADER PIER BLOCKING PIER BLOCKING PIER MAIN I —BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI—WDE HOME IN SAME MANNER MAIN I —BEAM HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM . AXLE _ MATE LINE MAIN [—BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN [—BEAM HEADER TEMPORARY BLOCKING 1S REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. - BLOCKING PIERS ARE TO BE LOCATED. UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH ❑� JAC 0 BS EN HOMES _ TIONS AM DRAW BY: DATE REV. LEM. n+ESE SPECIFlGTiCNS AND DRAINNGS ARE D.M.T. 10-10-08, WaNA4 PRMKTARY, AND CONF10ENR& DRAMING TIM P.O. BOX 368 „❑ MAIMALS OF JACOBSEN MANUFAC1UFM TEMP. BLOCKING NC. SUCH MUMS ARE P�M ID INe SAFEPHONE (727 726 1138 95 � �� x� W M 1 DRAN#IG NlN18ER: ( ) SU-01-0009 15' 16" X 16" PIER FOOTER SPACINGS* MAXIMUM 1-BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62" 86" 1T0" 134" 157" 144' WOE FLOOR 33" 53' 73" 93" 113" 133' 160" WIDE FLOOR 30" 48" 66' 85" 103" 121" 184' WIDE FLOOR 26" 42' 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIOTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM. AND/OR PER LOCAL CODE REQUIREMENTS 4 TYP 7' OR 8TYP 30' MAX (TYP) X - X Q Q NOMINAL 16" X 16" SQUARE PRECAST ' T CONCRETE FOOTING _ 16" MIN. EACH SIDE 4 X B X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONIC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE -NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. c (,.1/ A- _ �,:r_ al VS. G 2 ��tUtuurprq�� TES: EN • *i, DAMAPPROVAL 1, REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND No RFo% APPROVED EY sPAaHcs 910334 •� 2. START I -BEAM PIER SPACING 1/2 1HE ALLOWABLE SPACING FROM EACH END !ems OF THE HOME AT EACH 1-BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME �. OP IN[41NC. SEE OTHER DETAILS FOR PIER REQUREMENTS AND MAXIMUM OPENINGS �O STATE :• ''. Q;:1v` AT MATING LINE OF MULTIPLE MADE HOMES. �� i, �. ••.N p fEDERALMANURIMIRED HOME 4. SEE OTHER DETAILS FOR TIE -DOWN REQUREMENTS �� s'S a�+%I CDNSTRU Os JACOBSEN HOMES Ti xsPFiCi1CAN110m oRA ARE eric �' BY: M.T. DATE 2-8--99 ' REV. LETIM. " P.O. 80X 368 IRl= . PROPRIETARY AND OafnENRQ MAIEPoALS OF MCDOSEIi YMIIlFALRJRWC xAM SUM MAIU S ARE FItO%= TO M DRAWING 11TLE: 16" x 16" PIER SPAGNG SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 RECAUff Fat 93E= PaPOSES AID MOST K Wn COtIIt MIL AND mm FROM 011QiS DRAWING NUMBER. $�-01-002G 17 ALTERNATE MAIN BEA11� PIDRJ pr x aT x 11; mI C*n WaipY ti00tS) OF OTAR a 0@tT REOItim VFW Tw 10 NE PIER CAPPED J OF PrER bT 1�1 E11�fD lo. tRE11TED {gE� ) cEJVSF�t,1;•� OTM CELGs Oft SINGLE STACK BOCK PIER MR AR TO Ili( BE ) No 45484 � UW AX CAPAOTY-SEE tp1E �I rr e ¢•a� tr x 1r x jrM4 CACaETE R= ARE C. oeoo ...0 R ID- s'01YA 'e,". ® �Aa �� t jo®rlig _ 4(5=1 BOTi or n1E PsFa I,* 19 TOP ID IRE uSi trDT ExC® to. AER CAPPED ON C011(;AEw � WAIED LUI B (SEE�!� Ji) B° x a' x le maD VAs* BLOCKS OTH OPE4 MLS gERwA DOUBLE STACK BLOCK PIER 16= A CAPACITY (SEE 401E 0 ! 12) FLOOR WIDTH MAX. MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" U.C. 96" O.C. 120" O.C. Toe *DE FLOOR 2428 LBS. 34M LBS. 4W LBS. 5m LEIS. 160" WIDE FLOOR 2661 LBS. 38M LBS. 5014 LBS, 6191 LBS. Me *DE FLOOR 2961 LBS. 4288 LEM 5615 LOS, 6941 LBS. PIER LOADS 14MLVE *IEt(iiT OF PIER UP TO 250/ - ADD DIFFERENCE *HEN PIER WEIGHT IS GREATER. NOTEt UNIT TROTHS INCLUDES A V OVERHANG ON BOTH SIDES VAx" RFf (CHECK PIER PAD LOAD CAPACITIES BASED ON SM BEARING PSF) t RSU-01-O&O FOR PIER SPAOtp *+EN 16' It 16' PIER PADS V* 16' X 16' P R PADS CO MTE NAY tST BE umm Alp CER 10 ExCEEO OR BE PAPIER CAPACITY 2," US 4G PIER PADS THEY WUST BE LISTED ! CERVIED M EXCEED OR EOUAL Ok PER CAPAM 3, START I -BEAM PIER SPACIO 24- FROV EACH Op OF BE H AI EACH I -SEW AND VAX SPA011c 9* N TIE CHART A6* FOR Full LE116111 OF I 4. Ater Pa MITS AS* 67' *IST BE DMdp BY A P.E.OR AROUTECX 5, CAPS VUST K S41E LE40 Atp *aTM AS THE PIERS DN #GM THEY REST, IfARD BE USED TO FAL * T� 0 G42 OR 4 Ilp kdO L 5Q>D COI�iElE BLODt VAr III 10 20 PSF ROOF 10 PSF D.L. APPROVED BY ONRevised Oct 17,2008 O rPNC. FEDERAL MANUFACTURED HOIEE CONSTRUCTION AND SAFETY STANDARDS n� � orda DRA" BT: O,A, DATEt KY. LETTER EIACOBSIEN I�OMEO 2-8-99 Mori P,O, BQx �sB ��OO tG nTLEI ALT. MAIN BEAM PIERS B SAFETYPH AR( T� t 9s g Sri DRG SU-01-0021 (10-09-0€9 ) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ ❑❑N❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING unnnn or B.E.M. n,�. 2-11-99 .�.. �..•..•. DRAWING TITLE: MIN. HOME SET HEIGHT ❑,.❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PRDWDED TO THE DRAWING NUMBER: SU-01-0022 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIOENRk AND SECRET FROM OTHERS. 19 16" X 16" PIER FOOTER SPACINGS* ( MIN. 256 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2- 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR- 26 1/2' 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS 3556 LEIS 4444 LEIS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE g4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79.1/2" 101" 1 SEE NOTE #4 SEE NOTE N4 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 NOTES: TO THE ENGINEER APPROVAL: r �+ " ." DAPIA APPROVAL: SEE CIi Cz 5 I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE CONCRETE �'�� '`..::. i J\) TY— (f, G� FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MEET THE MINIMUM '� `� `' = APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED 10 AS SPECIFIED IN THE JACOBSENION [I �nCT^1 Y 2W HONES INSTALLATION INSTRUCTIONS. ,• �ti'•; ._ „•:• f.•`� 4. MAIL PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR ,•_ 12' I -BEANS (24" MAX. FROM ENDS). FEDERAL MANUFACTURED HOME ama&lm AND SAFETY STANOARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAYINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER. DRAWING TITLE: PRE-FAB. 16" k 18 1/2" PIER PAD SPACING P.O. BOX 368 „ ORIONAL. PROPRIETARY. ANO WCULN11AL MATERIALS OF dACOBSEH MANUFACTURING W_ SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-OI -OO23 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 RECFIENT FOR SPECIFIC PIAI WS AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 18" X 22" PIER FOOTER SPACINGS* MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 - SEE. NOTE #4 SEE NOTE #4 144" WIDE FLOORv* 54" 85" 116 1/2"- SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LEIS 5495 LBS 6868 LBS- 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 MIN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 -(PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WOE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.• 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•r 43 1/2" 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS, 9722 LBS. NOTE: UNIT WIDTHS WITH •* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOES: EN AQPR�I N'r �� R !�•. �' Y`'�. '�i�� DAPIA APPROVAL: CE -46c, 116- 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE .� Q�.•'�STElf �;��G0• �� ^ rY (¢• 0� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. •• 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE , • 910334PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM_ PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 7iSTA (` O CT i HOMES INSTALLATION INSTRUCTIONS. WITH 10- OR 4: ,A�: • Z� ' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS •a� �• . 12' I -BEAMS (24' MAX. FROM ENDS). EDERAL MANUFACTURED HOME o •+in i "DATE: • r�" JACOBSEN HOMES -NOTICE: use THESE SPECIFICATIONS AND DRAW14GS ARE 8Y., D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18" X 22' & 20' PIER PAD SPACING m P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING NIC. SUCH YAIERALS ARE PRONDED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REVRENT FOR SPECIFIC PIAIPOSES AND MUST BE KEPT COMIDOTTUL AND SEGO rRDY OTHERS 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) 350J(PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR. 54" 85" 116" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24 X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81• SEE NOTE y4 SEE NOTE p4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.• 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE a4 154" WIDE FLOOR•o 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV Fir,`�'!y 1`V4. ' G�STE''� ^ .; �� ,%: rt� '• srY DAPIA APPROVAL: 5 CIFLLS.&' r6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ¢� _ 14, p;- (¢, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE `: - 910 ` 1 PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM A,..m ? PIER CAPACITIES SHOW ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN '� S..r'TTk f .` Qri1 1 1 HOMES INSTALLATION INSTRUCTIONS��•'•, 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS WITH 10OR ��E';•'ti�;� y.�.r '''' C� •' INC. S 12' I -BEAMS (24• MAX. FROM ENDS). EDERAL M1IANUFACTUREO HOM11E, � JACOBSEN HOMES THESE SPEOPICAROONSTAND DRAWINGS ARE DRAWN 8Y. D.I .T. DATE: 09-22-01 REV'LETTER. P.O. BOX 368 ORWTNAL PROPRIETARY, AND COICULNTAL MATERIALS OF JACOBSEN MANUFACTURING RHG SUCH MATERIALS ARE FRONDED TO THE DRAWING TITLE: PRE-FAB. 17 X 25 & 24• PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECFKNT FOR SPECK PURPOSES AND WSJ OE KEPT CoNRDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0025 22 - 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR113 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE ya SEE NOTE y4 160" WIDE FLOOR87l 41/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM, FOR TYPICAL PIERS SEE PAGE SU-01-0021 OTES: EN li OV'L, t j• � °t;� `vQ.••G\sTFH�;�.�_• r;, DAPIA APPROVAL' SEA Gs�L�' P&= t. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. '• t4 o, U � -ry/o- J G_ 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 9103� \• APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �E L • � .� •, ST AT'��"" '• ••� OCT HOMES INSTALLATION INSTRUCTIONS. � f'' �� ;� 3. MAX. PIER SPACING B' FOR UNITS W1TH 8" 1-BEAMS / 10' FOR UNITS WITH 10' OR C,�� i• j ., I j� � �. 12' I -BEANS (24' MAX. FROli ENDS). � �J Fnr: t +. r IF r cn T•.+r• JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRAWINGS ARE RANK BY: D.M.T. DFGPISTRUC ION AND SAFE 09-22-01 P.O. BOX 368 ORIpNAL, PROPRIETARY, AND CONFDENTIAI MATERIALS OF JACDBSEN MANUFACTURING INC SUCH MATERIALS ARE FRONDED TO THE DRAWING TITLE: PRE-FAB. 26" PIER PAD SPACING SAFETY HARBOR, FLORIDA 31695 PHONE (613) 726-1138 REOF&Nr FOR SPECRC RIRPOSES AND MUST BE KCPT Cp6ipfNIlAL Rp SECRET FROM OTHERS. DRAWING NUMBER: SU—Oi —0026 17" X 22" PIER FOOTER SPACINGS* MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE MAX. PIER SPACING WITH *** SEE N07E #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"as 120"*** 120'*q 144' WADE FLOOR** 50' 76' 103" *a 120"a* 120'*** 120"*** 160' WIDE FLOOR** 45" 69 1/2- 94` 118'*** 1200*** 120'*** 184' WIDE FLOOR** 40' 61' 63' 104'*** 120"*r* 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LB& 6493 LBS. 7792 LBS. 9090 LBS NOTE: UNIT VNDTHS WITH a INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 PER PAD (CORNERS MAY E ROUNDED) 1YFICAL PIER FRAME I -BEAN ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD 0,0e N4�Ce®©��p�OBB REF. CALC. PG. o� Yk -° -° �Q ®,� C-S U - 19.01 "E A,' 4 NO ,7� o Q a DAPIA APPROVAL: 1. PRE --FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIRED IN THE JACOBSEN HOMES SL7-0P MANUAL APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE DISTAUFD PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �Q ^ 0e PIER CAPACITIES SHOWN ABOVE ®�� °° necoa,zoos IN�PINIC. ,4;•"+� oe ®.o�� "° � � 3. ALL. OTHER REWtlREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN . • �` ®0� ® S •' �� 8�®3®� FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS 4. YHAP�ER SPACING B' FOR LUTE VM 8 I -BEAUS / 10' FOR UNITS WITH 10' OR �`B®D It HEMS. (24 MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. JACOBSEN HOMES TLSPEdF1d1� AD 011 WWS ARE ESE DRAwN BY M.T. DATE. 11-23-09 � DRAWING TITiE: 17 X 22" PIER SPACING P.O. BOX 368 OFROML. PROMY, AM o+fwuuu WL MALS OF OX00 F1 MNNUFACIUPoMC — SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 LNC 10 UU MALS ARE PWA M TO TFE FEMW Rlt NMRC PIRP= MO WST IE WT OOMRDOM AND SWU Mg OR= DRABWG NUMBER: $�-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE 3O) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 1280 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. sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 1 2708lbs. 3428lbs. 4148lbs. 4868lbs• 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq.. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 1 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in LO 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in C\l MIN. PIER CAP. 2841 lb,. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS ® _ w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 00 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. CD 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 3775IDS 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 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. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. C7 MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF O.L. NOTES: REF. CALCS. QT SEE DETAIL 'H'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL S. ON AND pp��111111 ENGI``k(% _gVAIS'. �Z;Z,,: DAPU1 APPROVAL SEENOTES:O (a UNDER TABLE I. PACE SU-01-0D40. � i� O3 FOR ALL UNIT PADTHS, USE 177 aci in PIER FOOTER UNDER SIDEWALL OPENINGS,IHAT ��` VQ G�STER '•�� O APPROVED EY ARE 49 INCHES TO 96 INCHES HIDE. FOR OPENINGS THAT ARE 96 INCHES TO 144 USE 242 sa/h PIER FREO'D) OOTER UNDER 51DEWALL OPENINGS. No. ••• (M�taw PSF SOIL BEARNGS _ 910334 4O FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CIEARSPANSi PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY —_ IF CLEARSPAN OCCURS ON BOTH SIDES, ADO VALUES LISTED ABOVE FOR EACH CLEARSPAN) - TATE of :IN INC. I15 CHECK WITH LOCAL a1RlS01CT10N TO DETERMINE THE SOIL VALUE ON YOUR �� • HOME '�� `�� CAM �DFAC111RE0 SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE 1HE VALUE. �4 AND SAFETY SWAq= MAR 0 1 1999 rrM JACOBSEN HOMES THESE SPECIFICATIONS ANDDRA,r<,cs / RE t� DATE'2-6-99 ' ` P.O. BOX 368 „ MATERIETTElli PROPRIETARY, M UFAC URING DRAWNG T1TLE: PIER FOOTER SIZING CHART ORIGINAALS YAIERIALS OF i1COBSEN MANUFACTURING FOR MARR. WAIL OPENINGS n SAFETY HARBOR, FLORIDA 34695 INC. SUCH MAYET49S ARE PROV= TO THE RMMT IDR SW P11RPM A10 UST 6E DRAW NUMBER: /� PHONE (727) 726-1138 KEPT MXN MIML AND SETRET FROM O11ER5 SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM QQ 05 PIER SPACING SOIL BEARING PSF CAPACITY 2� © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" MAXIMUM FROM EACH END 1000 716 AND 8'—C" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM 50 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 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941 #) 2000 500 2500 400 ON TES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK NTH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. cw.4- 9Tell - y, F, 02 y V ` G�STER' • � No. o 910334 STATFr OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY NPINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES NMS NO r�A11/H 1-- M.T. DATE 2-g-99 REV. LETTER: THESE SPECIFIGTIONS AND DRAWINGS ARE ORIMNAL. PROPKETARY, AND CCMiOENnAL DRAWING TITLE: n MATERIALS OF KC08SEW MANUFACTURING /H\ Mir P.O. BOX 368 W- SUCH MATBUS ARE PROYM TO THE PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 REORDIT FUR SKCFIC PURPO£S AND W% BE DRAWING NUMBER SU-OI —OO¢O PHONE (727) 726-1138 WPT CONFWDMAL M O SECRET FROM OnM 26 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ I'J❑■❑ i ❑e,❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 - NOTICE: THESE SPECIFICATIONS_AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET. FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER; DRAHING TITLE- OLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR NONE IS EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES Noncm ,� s�c�,wHs AND oa,,,,,xs AREM.T. DRAW BY: UAIE 12-22-94 ntv. �ti�rx DRAWNG ITLE: SET UP NOTES 368 MGNAL PRoa MY. AM car*Ml& YAIMAls OF 0408 1 MANUFAC7UMc A P.O. BOX SAFETY HARBOR, FLORIDA 34695 III %0 MA1�US AM PROVW m IK NOW FOR 9 EQIC NIP06fS ND WSf ff NO SECFU nW 056M 08 DRAYANG NUMBER. SU-05-0001 PHONE (727) 726-1138 err WOW& 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) + I ♦ �♦ I I I I I I I I ally_ +♦ n� 'Allp ♦'� I •np,„ ♦ npl,. ,ptl. 41p,. I '19n ,Ipp. ,IpY, •n11Y "IpV.I , +Iltl. I 'n9Y nnry ,!A4 •hill/ i nun i nno- Uu i nln, 'n1U_ 141, '9a nnn uppY nlp. i +IIIY / ,Ipp. +Ino- - COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. - COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 , NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIaNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRONDED TO THE REaPIENT FOR SPECFIC PURPOSES AND MUST BE KEPT CONFIOENIIAL AND SECRET FROM OTHERS. urcAnn tlT: S.A. UAIt: 6-6-94 KtV. LtI1tK: DRAWING TITLE: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 29 SHINGLE INSTALLATION . it ,.^ 1— Y.,..,r., ,.., , Z_ ..,..,,...v _...,,,,1. 0 ro � r �n SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑❑N❑ ❑,FF❑ P.O. BOX 358, 901 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION O 6-6-94 REVISIONS: DATE: 12-21-94 SU-05- 0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE 1 y ;LAP SOFFIT MATERIAL FASCIA MATERIAL RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" D. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIRCATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: ❑ORIGINAL, ❑.❑ PROPRIETARY, AND CGNFIDENIIAL _ ❑„❑ P.O. BOX 368 HARBOR, FLORIDA 34695 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS AEOFIC RE PRONGED Tp THE QT EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-05-0020 ❑❑❑❑ SAFETY PHONE (727) 726-1138 RECIPIENT FOR SPFOMB ANG. BE KEPT CONFIDEIITIAL AND SECRET FRM'DTHERS 31 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 WADE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS PATH MIN. 7/16' X 5/8' X 16 GA. STAPLES OR 1' ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE sPEgFlCAnoNs AND oRAxala ARE O.A. 06-06-94 ORIMAI, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE- P.O. BOX 368 n MATERIALS OF JACOBSEN MANUFACTURING EXTERIOR SIDING APPLICATION /H\ INC. gn MA1ERIMS ARE PROVM TO THE SAFETY HARBOR, FLORIDA 34695 REOPBBIT FOR 8'E E RlR m AND Wm BE DRAWING NUMBER: PHONE (727) 726-1138 1UT COWMEI RK ANO SEM FROM ORM SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS --------- -� I I SITE INSTALLED EXTERIOR SIDING I I Imo- MATING LINE OF UNITS II SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFlCATIDNS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE KEPT CONFIDENTIAL REOPIENT FOR W SECRET F Oy 0 Hl S. UKAWN tlT: S.A. UAIt: 6-6-94 KtV. LtIItK: ' DRABING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 APPROVED BY 0 oorNUL is 1 (NC. I►�I�iPsLL,tT Q Cu,arrzy►�:yi.��l.,�l 2x 5y4 4T xI�'o G41 r+) C / y �IP12 C� Mtl� i P�SLT I Ep�¢+L o 0 L on az 'P_7;=;;,OrrH fIt to Z�71.1E 2 6Nb .3 . b°'1= ° 7f{�j,/q,� t�.IGf !y1'= /EiSC_ c�(-o1.8: ntfs T r—S—' T4yLt ,%vr j INST.�tLl4Lt0►I . L1.k�.k=K�P�ioL•. ��/�'ft�sSNI..12'uC1y.�p111�=�1,�1 4-IN : SrW'!'O' �i'SW :ka hM4 -bbjijL :3b4 (•�yIW) SgrL1GiQ1�11 '�Gi�a71 0 0 0 0 0 I Jw ,'_?ap�I I`ii`1lbl (M IM A-V %70�/J �i �'rAzXI-,7ti1-X Y%9 ON 1 - i I it I i I 1� I r,4� a81JPV*W* I-PN C'Z" 'JC�1 K-u�rin?J�dcrp LL1;-i1}!— ONI MLN A9 a3AOUddv fail W MOBILE HOME SET-UP SHUTTER INSTALLA11ON: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE _ DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRETFROM OTHERS 36 MOBILE HOME SET-UP TIFDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IDESIGNED FOR HURRICANE FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECTYOUR HOMEFROMBOTH TYPES OF WINO FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE - CAPABLE . ANCHORING OF RESISTING ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS TAND SHALL BE OTAL) WITHOUT CAPABLEFAILURE F WITHSTANDING ANCHORING EQUIPMENT. OVERLOAD (4,725 POUNDS ANCHORING EQUIPMENT- (WEATHERIZATION), ANCHORING EQUIPMENT (STRAPS. ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEELD ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. EE ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING •NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE i STEEL STRAPPING. 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. AN&H RING 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 PF THE ULL. THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PTM�ANCHORCEMENT MUST 3O LID D MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY ONJUL 1 3 ING. cm we CAUTION: APPLIED TO TIE-DOWNSON TALTERNA LTY ON OPPOSITE APS ON ONE SIDE SIDES. THE HOME THE HOME MAYY. BE PULLED OFF THE SUPPORTS. '-Nww,.ftv� • � ice.-� 6-6-94 SU-07-0001. 37 �f 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. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAN7NGS ARE S.A. 7-20-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑❑■❑ MATERIALS OF JACOBSEN MANUFACTURING TIE -DOWN STRAPS ❑,❑ ❑❑.❑ P.O. BOX 36B INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEGRC PURPOSES AND MUST BE DRAWING NUMBER: ❑ PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-07-0002 Kil- MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. HOT LEADS (RED & BLACK) CONNECTED TO MAIN NOTE: SEE BELOW BREAKER FOR SERVICE ;--- CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: ---- =lvL CONDUIT DROP FROM HOME — EXTEND 1/2" MINIMUM — 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP Ly LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 2 NO. 2 0 2 NO. 0 NO, 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP [E]DIEDE] A COBSEj N HOA QEj �'+NOTICE: DRA61M BY: DA1E REV. IETiFR: tl V LVl n+� s�aRCAna+s ANo oRaa�NGs aRe B.C.K. 03-30-12, ❑� ORIGINAL, PROPRIETARY, AND CONFlOENRAL DRAWING 11TLE:l�z� MATERIALS OF JAC0BS N MANUFACTURING SET—UP/ELECTRICAL ❑1� � P.O. BOX 368 INC SUCH MATERIALS ARE PROVIOED TO THE - B' L7C?rr�I SAFETY HARBOR, FLORIDA 34695 RECIM(T FOR SPEORC PUWM AND 611ST BE DRAWING NUMBER: L �O PHONE (813) 726-1138 IVT CDNRM'nAL AD SECRET M DTrtFRS SU-09-0001 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE I I NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION 'OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES 1NESE n� AM ORNMIIGS ARE �� BY. D.M.T. D"'�' 05-25-06 ` ' ORI MAL, PROPRETM , NO CONfmom DRAWNG TITLE: MATERIALS OF JACOBSEN MANUFACTURINGP.O. BOX 368 INC.AIERI&S ARE PRovnEn TO ELECTRICAL CROSS—OVEINC. SUCH SAFETY HARBOR, FLORIDA 34695 WW FOR Sm RwOSES AND MUST 6E DRAWNG NUMBER SU-09-001 D 1 PHONE (813) 726-1138 WT COtIWMAL A(ND SECRET FNOM OTIM 09-29-08) 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER --'� L APPROVED GROUNDING TERMINAL. BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT), TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CDNFIDENTIAL MANUFACTURING UaRmr Dr S.A. Unic 6-6-94 �.• �. �+•• _ DRAWING TITLE: „❑ R000 P.O. BOX 368 MATERIALS OF MATERIALS ARE INC. SUCH MATTRIUS ARE FRONDED TO THE TYPICAL ELECTRICAL GROUND DRANING NUMBER: SU-09-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEGRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. :is EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL 80X BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION II--IIII�� ;;M P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JAC09SEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-09-0030 PHONE (727) 726-1138 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNEC11ONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT-OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS - TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK -DISCONNECT" AND CONNECT. THE "QUICK -DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES ElEINQ P.O. BOX 368 ❑�w❑ ❑❑❑❑ SAFETY 726 1138 95 NOTICE: DRANK BY. DAIS THESE sPEMATiONS Ate DRAWNGB ARE D.M.T. 3-22-- WINK, PROPRffTARY, AND CONFMTIAL DRANING TITLE: PATER A S OF 'uCOMANUFAUMIG PLUMB. CON. k GAS TEST M RO YATIMALS ARE PLUME) 10 THE n" �� AM MW� 1M DRAWING NUMBER: SU-� �-UUU I (09-29-OB) 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑_❑I��I JACOBSEN HOMES xOSAN: DRAWN BY: DATE REV. LETTER: THESE sFEc�cAnaNs AND oRArtNcs ARE D.M.T. 09-29-08 ❑;;❑ MIERIIAALS TC BSEAND NAN� TLIRING DRAWING TITLE P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECKNT FOR SREOFIC MOSES AND M15T BE DRAWNG NUMBER: PHONE (727) 726-1138 KEPT o0l6}DFNIUL AND SECRET FROM OTHERS SU-1 1 —0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90" ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. (e _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP 0 = 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAH7NCS ARE ❑❑�❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING ❑®®❑ P.O. BOX 368 INC. SUCH MATERIALSRIALS ARE ARE PRONDED TO THE ❑❑❑❑ SAFER(76FLORIDA 4695 II XEPTCONFl ENTIAL AND SECRET FROM OTHERS. PHONE2 )2-138 45 ; DRAWN BY; DATE: S.A. 6-6-94 SET-UP KIT. PL. FITTINGS NUMBER: SU-11-0010 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED / / (1) FIXTURE DRAIN W.C. DROP / / 2" / / D , / 2" O ALT. VENTED W.C. 3" D / / / INDICATES BOTTOM OF HOME 1 1/2" DRY VENT (SEE ALT. FOR OPT. WET VENT W.C. DROOPP O UNVENT/ CONNECTION) / / 1 1/2" / 3" / 0 3' 3" Q .3" 3.,/ 3" TO ON SITE DRAIN CONNECTION O - MINIMUM SLOPE 3•• /1/ 1/8" PER FT. / / T WITH CLEAN -OUT I 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP / / / 2" 3" 2" TYPICAL 3 O 1 1/2" DROP / / / 1 1 /2" 1 1 /2" INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) BO HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) EO HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / / 3/4" DROP / SECTION / / 3/4" ELL / / / / �3/4" THREADED INLET / 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL NOTE: INLET FIELD SINGI F WIDES AND MULTI - THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN -ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: _ ❑ MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP ❑ P.O. BOX 368 -INC. SUCH MATERIALS ARE PRDMDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEORC PURPOSES AND MUST BE DRAWING NUMBER: 4❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-1 1-DDO5 46 WATER LINE CROSS -OVER rIf\ILI\ VI\VJJ-VYLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: urtflmY ol: unlc. ncr. ccllcn. ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: n ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 725-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0020 47 MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y -� FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR RETURN DUCTS. IN ONE AIR CONDITIONER UNIT t 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 LOCA11ONS 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. ❑❑❑❑ ut JAC 0 B S EN HOMES P.O. BOX 368 SAFETY HONER(72) FLORIDA 261D 1384695 NOTICE: THESE SPECIFICATIONS AND DRANTNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MANUFACTURING MATERIALS OF MATERIALS AM INC. SUCH MATERIALS ARE PROVIDED TO THE IUT CONFl�ALANAND � FRROOM MUST STH M DRAWN BY: DRAWING T DI DRAWING N 48 DATE O.A. 06-06-94 REV. LETTER: WIDE A.C. CONNECTIONS A SU-13-0001 (09-30-08) MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW AA B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTINQ AT LEAST A)" FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BandEi FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A'SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES. NOT TO EXCEED o C) APPLY DUCT TAPE* AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE CONNECTING EACH. LIMITATIONS FOR D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. + DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. »» PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF, PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ 0011111111111111771 ❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MANUFACTURING DRAWN BY: S.A. DATE: - 6-6-94 REV. LEI ILK: DRAWANG TITLE: ❑0�❑ P.O. BOX 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PROVIDED TO THE MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: SU-1 3-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REGPIENT FOR SPECIFIC PURPDSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. ow ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. ISTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: REV. LETTER: o❑❑R.R. ❑ J AC O B S E N HOMES THESE SPECIFICATIONS AND DRABINGS ARE 01-21- 00 qqq ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN. MANUFACTURING P.O. BOX 368 ��❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ELECT, CLOTHES DRYER VENTING SAFETY HARBOR, FLORIDA 34595 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 .so ; SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN FACTORY INSTAULED DRAIN THROUGH FLOOf AND BOTTOM BOARD SITE INSTALLED DRAIN --k PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'—O'yO.C.V MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. -1 (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. t_ THIS ASSEMBLY TO BE . USED AS OVERFLOW. PIPE TERMINATION. DETAIL ' A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE 3.) THE WATER HEATER PRESSURE AND TEMPERATURE REUEF UNE MAY TERMINATE UNDER THE HOME. ❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTSNO THESE sPEaFICARGNs AND GRArtncs ARE ORGNAL NARY. Am CONFlDENRAL MATERIALS OF JACOBSEN MANUFACI NC BY: M.T. DATE 03-08-07 REV. D DRAWING TITLE W/H PAN DRAIN ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETYHARBOR,27) FLORIDA 95 INC. SUCH MATS S ARE PROVDEO TO THE WT �1CM Offs MUST u DRAWING NUMBER S SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC.BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAwTNCs ARE un„nry or S.A. ureic. 6-6-94 rtcr. ruicn: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„� P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAINING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0002 52 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 NOTICE DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESE s�EaFlcAna+s ANo oRAwwcs ARE D.M.T. 10-31-01 MONAL, PRO WARY, AND CONFIDENTIAL MANUFACING OF JACOULS DRAWING TITLE: BOTTOM BOARD P—TRAP ACCESS D fvl P.O. BOX 368 W- SUCIS AM MVM M IW Tm �� SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FOR Rwm NO W9 BE 10T Ca�I L41 MO SECRET FROM D1NFxs DRAWING NUMBER: SD-15-0010 1 (10-08-08) 54. AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) COKCTION 010 CROSS —OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. I I UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) NOTICEk DRAWN BY: DAZE REV LETTER JACOBSEN HOMES THESE SPEORCAMS AND DRAWNGS ARE C.L.Y. 3-21-95 ■ MOINAL. PROPRETARY. AND CONFMTIAL DRAWING TI P.O. BOX 368 MATERIALS OF JACaEiSEN MANUFAC7MNC 1}�R HANDLER CROSS -OVER lo m SAFETY HARBOR, FLORIDA 34695 ,EWW FOR „M,MD 'M � PHONE (813) 726-1138 IDPT CONFDDLTL4L AND SEOV TRW O1HDS41. DRAW NUMBER SU-AC-01 DD 55 NOTES 56 ry