The URL can be used to link to this page

Home My WebLink AboutSet-Up ManualSET-UP MANUAL JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc, Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from oars, §;. C &OF y SU-00-0000 REV 07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS -ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003. & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8A IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE- DRAWN BY: DATE REV. LE IEIt THESE BP JACOBSEN HOMES THESE M DIUVOUS ARE O.A. 11-21-06 M WA. ATM: AM CMFMMTL& DRAWING TITLE P.O. BOX 368 MATERIMS OF J"ON MAMUFACINAM MANUFACTURED HOME SET-UP NC SUCH MAISM ARE PFtOYDFD 101fE SAFETY HARBOR, FLORIDA 34695 REOF MT FOR 9MM Rw0S S AD NO E DRAWING NUMBER: PHONE (727) 726-1138 IIEPf CpE1aWX AM SEUET FTM GOERS SU-01-0001 (10-08-08) 1 YAw FRA1B: ,AEJ,M LZ ('SfE I ?111 DETAIIS "A' AND "B" PFR CAPPED WAH SOLD IXNJt1lElE—�. BLOCK (m r mm If X B' X le MO 16M am , wm i ps ma VHm SEE TABLE I FOR PFR FOW sm w SPA= SPEC6ICAiKIIB (PAM fl) (SEE SU-M FOR 16 X i6 PRECAST PBR PAD SPAM) SEE NOTE fs— RBIOVE All ORCAIOC YAi B- AND PLACE PAD ON Sm SOIL BELOW FROST 19ff RR IDCAi. CODE mmuFBffrMi1S -m mm SRtAPS ATTACH\ TO MIX BEAM OW11BI5 ON EACH SECNI TO BE C0101 IEO TO A BOLiBiE HEADED ANCHOR SEE WIT DETAIL 'A�—SE RN 42 ETA ( N90N VARES vm YAK ALLOWABLE SOB. KAM) SEE NOTE 11 SE NOW R~ DETAIL 'B' \5Ti NOiE J¢ (DOiBIS101 VARFS in ALLOWABLE SOB. BEND R mP (MAY T� 11 PBR CAPPED Will SOIA MRLTE BLOCK WL 4 TI m 9•XIrXIrCEaHMO BLOCKS Wi1H OPEN cm VBIIICAL (SEE NOTE #I FOR YAX PIER IffiG I S AND MTAL ABOVE) 3EE TABLE FOR PER FOO,Eit S M AND SPA= SPECFXAiM (PAGE 10) ROM All ORGAIOC MAIM AND PLACE PAD ON STABLE SUL BELOW FROMM PER IM& CODE REOU➢OM Nons: 1. 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I —BEAMS. 540 MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ,ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE VATHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6. OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4- MIN. FOR PRECAST UNITS UP TO 16- X 16- B. FOR CAST 1N PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT -NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8. PIERS SUPPORTING THE I —BEAMS TO BE WITHIN 24. OF BOTH ENDS AND NO MORE THAN 1O' O.C. 9. PIERS MAY BE OFFSET UP TO 6* IN EITHER DIRECTION ALONG THE I —BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHiMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TiGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4- LONG BY 6- WIDE AND NO MORE THAN 1- IN THICKNESS. XC �••°% Ao APPROVED BY ® No 484 0' N rl Revised 0 Dec 17,2008 moe ppII TATE '+�'.` IIy ® 00 O F o' �V ® FEDERAL MANUFACTURED HOME m f CONSTRUCTION AND SAFETY STANDARDS ORIV .......... JACOBSEN HOMES WOWWO R • Y.' ^ " T" SPEImmbis AID aRAwlss ARE wmm w M oa+fmE m 1i1 N= of ilCM= W "A lnm DRAW" 8Y. CIA DALE 09-07-93 REV. mmm n /1 DRAWM ME DETAILS -A° & "B° P.O. sox ass 727) ��1395 sa so+ lumps ME PR0w m VE � ��MW°��sMWE( KWOM AM SU-01-0001.1 (i2-15-as) 2 Jacobsen Homes Load at Frame [each 1-Beam location]. Perimeter (sidewall areal, and Mating Line for Homes Requiring Perimeter Supports [in Pounds] - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS [JOIST 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 164Z Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 3320 Perimeter 2404 2844 ' 3294 Mating Line 4328 5208 6088 10 ft. Frame 31SO 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line ZV 4. .tea "� r IM ).+A Cal CIL - Fcdral ib:anufacv::ed Hone 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 K� X CD Perimeter not shown for clarity (do not cut out) Added support above pier Recessed 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 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") 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�•, No. PE10505134 9 ' Jr 9 : STATE OF 4UJ /�'��:'•/NDIANP''�yN 0' 4 3 SU-01-0001.2 -ry-r 1f f r, l,l Q. ' Home ' •f:1r: t:011 Jacobsen Homes Footing Capacities 8 in. x 16 In. (single stack) pier 16 in. is 16 In. (double stack) pier Sail Bearing Minimum Footing Minimum Footing Unreinlorced Unreinforced Capacitity Sise (fn.) Area t) Maximum Footing cast-In-p Maximum Footing cast -in -place (Psfl (in.lace Capacity (Ibs.) minimum Capacity (tbs.) minimum thickness (In.) thickness (in.) 16 x 16 256 2,600 6 1.600 6 20 x 20 400 2,600 6 2,600 6 w N a. 24 x 24 576 3,700 6 3,700 6 30 x 30 900 5,600 8 5,800 6 O O O 14 36x36 1,296 7,900 10 8,100 g 42 x 42 1,764 10,700 xae . 10 10,700 10 48 x 46 2,304 13,100 nou 12 13,600 10 16 x 16 256 2,500 6 2,500 6 29.20 400 4,000 6 4,000 6 wH m a 24 ■ 24 576 5,600 a 5,700 6 O O 30.30 900 8,500 xor. 10 3,900 8 � 36.36 1,296 12,400 xa. a 30 12,600 8 42 x 42 1,764 16,500 nae x 12 16,800 nao . 10 48 x 48 2,304 21,200 n.re a 14 21,600 Nor. a 12 16 x 16 256 3.400 6 3,400 6 us 20x 20 400 5,300 6 5,300 6 a• 0 24 x 24 576 7.600 8 7,700 6 O O 30x 30 900 11,700 Were a 10 11,900 a N 36 x 36 1,296 16,700 wore . IS 16,900 Wore a 10 42 x 42 1,764 22,700 nae . 18 22,700 note a 12 16x 16 256 4,300 6 4,300 6 r tit a 2Ox20 400 6,700 6 6,700 6 O O 24 x 24 576 9,600 neu a 8 9,700 6 tV 30 x 30 900 14,800 net.. SO 15,000 8 36 x 36 1,I96 20,700 here a 12 21,400 xot. x 10 16 x 16 256 5,200 6 5,200 6 •- rv� a 20x20 400 e,10a .x. s 8,1Bo 6 O 24 x 24 576 11.500 nao 4 10 11,700 6 30 x 30 900 17,800 nose . 12 15,100 . g 36 x 36 1,296 25,400 • 14 25,900 xe . 30 w 16.16 256 7,000 6 7,00a 6 H 20 x 20 400 10,800 na.. 8 10,900 6 O 24 x 24 576 15,500 nae x 10 15,600 8 30 x 30 900 Z3,300 a 12 1 24,200 ou x SO 1. The footing sixes shown are for square pads and are based an the area (in'), shear and bending required for the loads shown. Other configurations, such as rectangular or circular configumtons, 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 the thickness of the footing. 2. The 6 in. cast -in -place values on be used for 4 in. unreinforced 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 8.0001bs. 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 (1-beam) a Ingle stack block pier shall net exceed 36" high (see footnote 4 for mavmmn cap-ty) and a douale stack block pier wrh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the •hating line a single stack block pier shad not exceed 54" in height (see footnote 4 for maximum capacity) Any piers that exceed the nieghts specified it this footnote shall be designed by a registered professional engineer or registered architect. 7. poured (cast -in -place) or precast concrete footings are aPPropriate for all soil types. ABS plastic feelings (padsl :hall only be used In accordance with the p7d manufacturer's mstruc::ors and must be certified for use In the soil classification at the site, listed and fabled for the required load capacity. 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUFNC 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTIONS) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. 0000 �;;� ❑❑❑❑ JAC O B S E N HOMES P.O. BOX 368 SAFETYPEHARBOR,2) 726-11IDA34695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CMDFNTIAL MATERIALS OF JALSAREN MANUFACTURING WC. SUCH MATERIALS ARE FRONDED TO THE KEPT CO FOR P� FRROONY � DRAWN BY. DRAWING 11 DRAIWNG N 5 O.A. DATE 06-06-94 REV. LETTER. MOBILE HOME SET-UP #2 A SU-01-0002 (09-30-08) SEE NOTE #6 i� SEE NOTE #2 SEE NOTE #7 NOTE #11> \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 Lei INv 1� jr� IJGC NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) A01:11:10 JACOBSEN HOMES NOTICE: UKAIYIV tlT: UAIL: KLV. LLIILK: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE BLOCKING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-113B KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0003 6 SEE NOTE #7 SEE NOTE #6 �2 1 3 Lol UK N0 4 2 1 NSEE OTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL #7 1)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES ❑�•❑ P.O. BOX 368 ❑„E] SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: DRAWN BY. THESE SPECUICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING T MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECi1C PURPOSES AND MST BE DRAWING N KEPT CONFIDENTIAL AND SECRET FROM DIMS. 7 SEE 'A' SU-01-0010. DATE: S.A. 6-6-94 TRIPLE WIDE BLOCKING SU-01-0004 REV. LETTER: ADD'L REQ'D PERIMETER BLOCKING - ALL FLOOR WIDTHS [TMDS sOCILIII o EE W ADDTTWN TO OrI BLOCKING REOURED W Wn %WVUAL . ALL FLOOR MIIOTI S AND JUM ROM RRSSSI-R� rF� "015 I TVP. FU"WtNL•TN ON SSIEWALL OR MAINUAME WALL PEE BEAM NO PERhTE M UMMG REOLIRED AT 48' O.C. MAX RDU TO SU-01-0008 ANY SIZE TUB ANOMR WEEVER AT SIDEWALL OR MARRIAGE WALL PERlMEU BLOQONG 15 REOtW (WWAGE AND NOTE LEX PLUOR S'151EM REST (SDEMALL TO SIOEMALL OR =W;�' UNDER EACR SIDE OF ALL EXTXTERIO\R ODORS LWATW ON UWWALLS 2 OR MOM 46 1g NNDOMS PIERS MMLMIM AT EACH END AM WTWMV EACH OPENING REM AREAS REM PLEBS SPACED 64' O.C. MAX (18' OR LESS N DEPTH) EMM END OF RECB O AREAS RECESSED AREAS N/5DE BAY REOLIFF PIERS SPA® 64' O.C. MAX =0 ALSO APPLD3S TO ALL ENOWALL RAY WINOOWi LVAJM SUPPORTW BY A FRAME M61RDEi 6^10MN TUB AT SIDEWALL OR M4RRlAGE WALL , 64' Or- MAX CABINET@ ALONG SMEWALL OR MARRIAGE WALL (APPLIES TO BATH CAEINETS 80' OR GREATER N LENGTH) (SALE Eil.001WG MAY BE USED FOR MULIIPLE 461/2' 1N W) s' ON COW MAX SPAMG MAIL) HM NSTAWX PERFEIER 8LAC1(S NOTEi: 1. FOR THE AD MI(AL BlWW IiA M AS MD11D ADM USE 16' X 16' PER PADS MN. Ay- 2. LOCATE I&DOW LKER PERE W ,DST OR UM r OF 711 W Or W MM W71D AT 16' O.C. Wimm 3. 02101 PEES ARE MI M IMI 1D ANY DOER 112 MED ME RM MAIMIG LEE 4 PE1efM IXWW IS REgAR6! LUB I E FLOORS OWla t ME UILS)16' OX. MAX. L FUS USED FM PUWTEB SUPPORT MUSE BE NSTkW 10 X I= MOM PWA LIL TO THE PUM Bt RAIL 6 WBI PERiEU ROM IS REQFBED, ANY MATH LIE OPDI SPAN WAS TiW110. MST HAVE MOMI LAIE PEES PIMED AT MAX iG 04 D(f8T 164' LEE FLRS SEE SPEX NOTE • •. ROM TO "-MI MID 160I-0005.2 FOR 24 FLOOR SYSTEMS. [DO osWOa Lu QBYISED CC MAR 20 2014 C a d. FWIW Mimb aund m Ad S.fay SWA&r& NOTICE UKAM Ur O,A, unit 4-12-00 Ktv. ttnrx: JACOBSEN HOMES 711M W03TA71W AID L>fN WO AM WJW& A. M u DRAWING ME` ADDITIONAL BLOCKING P.O. BOX 368 MATO&Z O MANUFACAMG Ij SAFETY HARBOR, FLORIDA 34695 MRURllF=PROW n W EE HE PHONE (813) 726-1138 IM Co1FDB K AND WU R N 0>1 M WAY" NUS PHONE -0005 (03-19-14) (APPLICABLE TO ALL IMPERIAL I41) 40RO COTTAGES WTH 184' FLOOR ODTHS-SEE FL-01-OM9.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD WIN, PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 1 48"/24" 64"/40" 64"/48" MAX LOAD MCLUDING PIER AND FOOTER 1778# 2667# 1 2950# �`o �O .��C E 1VS ••F,�L e No 454 � . e °m a o� STA E OF ,. . A • , Owdlt ALL j�DZONES ALL EXP05URES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY INM(a�y��'0+7,2009 A�.. FEOERILL WINUFACTUREO NOIIE LONSTftl1Q10N ANO SAFELY STA11MRll5 monde CNN SAW Xtv, Le I Rl1: JAdOBbEN HOIviES� I.T. a3-o2-09� DRA A ililE7P.o, Box 366 ftp[jlWC=Ak ,miu�sc.ro'�0 ADD. PER. BLOCKING REQUIREMENTS —" SAFETY HARBOR.,FWRID� 95 t►Q M�� t DR C SU_01-0005.1 9 PERIMETER BLOCKING FOR 160" (13'-4"] FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORD 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 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2x8 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES! 1. PRE-FABR1CAlID PIER PADS MAY BE USED AS AN ALIFRNATE TO THE CONCRETE FOOTINGS SPECIFIED IN THE JACOB.SEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTUIM NSTALLAMON INSTRUCTIONS AND MEET THE MINIMUM PIER CAPAC17ES SHOWN ABOVE. 3. ALL OTHER REOUREM90 ARE TO BE ADHERED TO AS SPECTFlED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. W M o MAR 19 2014 O O 0. G me Co Hoattruction Q Federal Co n truc6 v And Safety Standards JACOBSEN HOMES Tv° SPDLfiGl110N5 AI M A °R""�' .YOUNG 11-18-2011 RU EEM: �� PROPFtFI'ARY, AMORWWW ARE W UM YA1fitULLS OF JACo8SEN MANUFACRIRNG DRAWING 7I1Lf: as P.O. BOX 368 Np SM YATMU ARE PROW D M � PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ReMElff FOR SPEti1C PUpOSiS AND M15T BE nK WIftDENX Alto SEm FOM Romm DRAWING NUMBER SU—O, —0005 2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL COLUMN PIER PIER LOCATION LOCATIONS SEE SET—UP MANUAL FOR SPECIFICS SEE SET—UP ADDENDUM (LOCATE THESE PIERS AT kh� FOR SPECIFICS THE MARRIAGE LINE) 64 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. r10Tzo$ JACOBSEN HOMES iFIESE SPECIFICATIOl6 AND ORArMIGS ARE MWAL PROPR imy. Am cmnDw l „ .O. BOX 388 MATERIALS CF JACMU MWACiINrM P PC SM MA70NS ARE PROYM TO THE SAFETY HARBOR, FLORIDA 34695 K PW FOR 9ili1C VJ PW AID W9 BE PHONE (727) 726-1138 IvT Ca1FlDE1 M SWU ROM ORM ii M.T. I __... 05-20-06 - B DCKING (PIER) LABELS SIJ-01-0006 ADDITIONAL RECESSED PORCH BLOCKING (TORS BLOCW is IN AOOm m BLocm RFg1IRED At us MAMuu) Ih' ga 61' "t USE DETAIL 11' my TI o GI1TIfIGGER 5 ON FLOOR JOIST SEE OETAL 9 SEE DETAIL DREOAY WIDER Pw POST TYP. RECESSED PORCH ExiERLDR WALL �ExTT>Roe iFAtt _ ADDED 1—eEwu 19LOER ExTEtnoR 11A11.� Lrr T1 PER LI DER ADDED i- W �RECM�CH REM PERS SPA® 6,r OLC: MAX PER UNDER ADDED i-DAM 11 (AND MiQ AT PGxM POSTS) AS ZM= 6c O.t~ ma PIER SPACING AT ► ARRIAGEIYALL MOX USTANCE BETOEEN EDCE OF PIER AND EDGE OF PORCH POST MAY NOT WEED DEPTH OF TIP. PORCTi POSTklYVP. T (5 I/r) TIP. PORCH FLOMGMAX PORCH FLOOR JOIST DOUBLE POROL PERDEIER RAI (2) 2 x 6 PT x it UK TIP. lE-DOWM ST�D MIND12 (SEE Oln R DETAILPORCH FLOCIR JOISTS PER (C X 6' X161 16'X16'VAPIER CP.OSS SECTION VIEW At TIP. PORCH POST TIP. PORCH FLOORING \� PM FLOOR JOIST +(2)2x6PTXlir- L BRIDGED BETTIEII'12 PORCH FLOOR. JOISTS TIP. MOM FLD6itY1G: 71P. PORCH POST PORCH FLOOR J06T DOUBLE PORCH PERILM RAL ��(2)2X6Pix18'I@L BRIDLED BEiWEEN 2. . TIP. 11E-D01RT STRAP PORCH FLOOR JOISTS (SEE 07M DETAILS) i1P. HER (E' X 6' X 16'j 16' X 16' Ilk PIER PAD CROSS SECTION VIEW aL TV. PORG}i POST ,rHOTE: DISTANCE BETKM EDGE OF TIP. PORCH ROM ��i/2• � PIER AiDD EDGE OF PaM POST Pon RID JOIST MAY NOT EEO 5 1/2- � (2�D PbIEEA B B)2 TYP. TIE-M STRAP PORCH FLOOR WIS (SEE OTHER KTA14 LONGTTUDTNAL VIEW A2 DETAIL 'A' L`1Cii : - L ADOITIONAL BLDf W REOIAAED AS LH HIED ABOVE (USE 16• X 16' PER PADS ON i000 PSF SOL CAPACIT4 2. LOCATE BLOOM OW P6f6MEM JOIST OR 1RTO S 1/i OF 0 OF IC QC; zing 1 PTRI M BlOC W 15 REMKD UNDER PM AT EACH POST (61' OG UAX) 4. (6AWMCM BL � 4 REQLWD AS INDIC 0 ABM (NW CENTER OF ADDED FM � S SEE OW DETAILS FOR OW REOU M BLOOM LOCA11016 6 ADDED L-KAM Ai PORCN/bQFR10R WALL W DIFFER IN SZE ROW WAN HWSE F-BM; WNGIIIUDINAL. VIEW R2 �1F'!'ROYAC`�� -mot UAMA AFtj=AU G�'i1FiC,1`t-�a APPROVED BY ::=:b p Dec 13,2006 INC.a v 1 t 0 ti FEOERAL WIIIFACNPEO HOME M COMSOiOCno" MO SAFETY SIN,OAROS ;c. O P.0 ;fir; wyw JAC®�SEN HOMESNortcLi' "'Rs= �oaar-8y; DAM ITV. LETTFit. ,NM 3MCMATAW AM DRAMM AK R.R. 11-28-06 arowK. rROne TP AID 4mfw % Awm IDLE• ADDITNAL RECESSED CIAO P.O, BOX 368 YAWW" aF JOCO 11 UWAC11M1 W �- pt 20 NAMU Aff rRaM TO nt PORCH BLOCKING SAFM HARBOR, FLORPA 3"95 PEmm IOW WODF�C FYIEFM AM 90 F6 DRAW Td' OM. PHONE (813) 726-113a Ko cafxv u no mw Rm oasis 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 �,-iff1O1111,r �e DC)too Fo��,,� John gDoeden, PE ; 454g415133 Goshen, IN 46528CC Phone: (574) 825-768$,0. STATE OF 'ONA= eSN�w��1 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS. IN LIEU OF 'FOURTH WALL CONSTAUCTION•) STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48. O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 ALSO MEETS WINOZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L PTO F�IQNEiR APP�IN. �� WtA APPROVAL' NOTES: ��•ti�� '�.... �C% ��a 1. HOST BEAN INSTALLATION IS FOR ON-91E STRUCTURE ATTACHMENT. w: �',� , t irtC .i �, APPROVED BY 20' VADE MAX ►MIND ZONE 2 OR 123n EXP. B SITES. `� : rf�'•ON ;I 16' VADE MAX MW ZONE 3 OR 14OMPH EXP. B SITES �� CR C; 4�i' Jan 20,200 -- 2. YIN. BRACKET 10A0 .CAPACITY FOR VERTICAL TIE--DONMS IS = n I 24501 WINO ZONE 2, 29601 VAND ZONE 3 i _ ! / I' `� c . 3. WALL FRAMING IS 2 X 6 SPF i6" O.C. p • START: OF FEDERAL MANUFACTURED NODE •�} T e CONSTRUCTION AND SAFETY STANDARDS 4. 48' O.C. POWEZER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE��: �•' �� JACOBSEN HOMES n*x3PEaMTMACtmMDru`m+l�� " Y D.M.T. DAl REV 1E77ER s s 01-10-07 DRIQtw TART AM 0"MIA DRAWING 7I1L ATT. TO HOST BEAM! „ P.O. BOX J69 NAIDIALS Cr PAMO H U~ACAMM W_ WEN IMN]WS AK PRONGED' W THE SAFETY HAR30R. FLORIDA 34695 REMW Hit p@C I JWM AN AST K DRATANG NUMSM. PHONE (727) 728-I138 . KOK $m ava "m 004m SU-01-0008 14 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT BLOCKING PIER MAIN I —BEAM HEADER BLOCKING PIER MAIN I —BEAM HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS MAIN I —BEAM BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER HEADER AXLE � MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM — — — _ MATE LINE AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I —BEAM HEADER TEMPORARY BLOCKING IS_REQUIRED.ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER, MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. HITCH HITCH 01-7JAC 0 BS EN HOMES N0Ti0N oRAYM BY: DALE REV. THESE SP£CJFICA7fhN5 AND MOM ARE D.M.T. 10-10-08, O MAi. PRO WrARY, AND COIF7DEHm DRAMAIG IRE: MATERIALS aF JAOO8SD1 MANlFACRMMNG TEMP. BLOCKING P.O. BOX 368 W, SUCH MAle s ARE PROYM TO 7HE SAFETY PHONER(0 7) FL26-1138 KEPT 0 pf1AI M SM � I a � oRA IG NUMBR: SU-01-0009 Is 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62' 86" 110" 134" 157' 144" WIDE FLOOR 33" 53' 73" 93" 113" 133" 160" WOE FLOOR 30" 48" 66" 85" 103" 121' 184" WIDE FLOOR 26" 42" 58" 74' 90" 107' MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LEIS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE; ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE :=:. REQUIREMENTS � 4„ TYP 7" OR 8" T TYP 30' MAX (TYP) X X T Q Q NOMINAL 16" X 16" SQUARE PRECAST 00 CONCRETE FOOTING d00 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE • NOTES 'WINDZONE III 1, ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI. MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALCS. e. i V A- - p ,Itllllllllll//1/// NOTES: EN .tt Wod IL F� �., DAPS APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND �� -��No. Fo •. APPROVED BY SPACINGS. 910334 •' 2 START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END * OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHARTABOVE IN[IINC. FOR FULL LENGTH OF HOUESTATE OF3. SEE OTHER DETAILS FOR PIER REOUREYENTS Ak0 YAIIYUY OPENINGS ! •• P.•t1 '� •..N p► �� fEDERALMANUFACTUREDROME AT MATING LINE OF MULTIPLE VIDE HOMES. 4� it`s • WRSTRl1C OS 4. SEE OTHER DETAILS FOR TE-DOYM REWREYENTS _ s' JACOBSEN HOMES 11ig5PECi1CANTIIIISC oRA , eY: M.T. oATE 2-8-99 " REv.ur1ER P.O. BOX 368 ORIGINAL• PRIPKTARY• AIG pOti10F1i11A1 � T� M T�" PC DRAWING 117IL' 16' x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 MWIENT rat m= PU1P= NO wsr K WM C NMOWL AND gaaT R= t1MM DRAWING NUMBER: SU-01-0020 17 .3 ALTERNATE MAIN BEA1V� PIDR� (f X Ti' x I6' No Cd�fAETi jlAsolRlr B ooal (lp I�plTAR 0R DROfTTOUI®) !�� Flat Cm man U*R lenant�) °° c E °•��F' *?HOPE4C0lSWVJi SINGLE STACK OCK PER No 45484 - TO VA BE 8►000 vc OTY-SEEo i ° o R 1Sl% . (SEE 46]f A). PIER CAPPED OTH ODIW7E- 4' X PNESSTI� DATEDR8D( u& (SEE km 0) B° x f X 16° CELLED VAS*Y am *IN WE4 CELs >y4Rmk DOUBLE STACK BLOCK PIER t8,o00 LBrA CAPAM (SEE 40TE d 6 E2) COI =TE BLOCK IS 910 j, B��TOP 10 ME 8T!OFE I ETE1/Y Ir x Ir x Ir Mo C04CRETE BLOCKS ARE SH* IIDih*AL OTSE1S no THE TOP TO THE BOTMY OF THE PLEA MUST NOT EXCEED 11t. FLOOR L� MAX.(CONTROLLED WDTH X MAXIMUM I—BEA PIER SPACING BY PU LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144 *DE FLOOR 2428 LBS. 34" In 4U8 LBS. 5608 LBS. 160" *IDE FLOOR 2661 LBS. 308 LBS. 5014 LBS, 6191 LBS6 18C *DE FLOOR 2961 LBS. 4285 LBS. 5615 In 6941 LBS, PIER LOADS INCLUDE *MT OF PIER UP TO 250f - ADD DIFFERENCE *EN PIER *MT IS GREATER NOTEI UNIT MOTHS *JCLUDES A 6° OVERHANG ON BOTH' SIDES VAXIWV, RTT CALLS (CHECK PER PAD LOAD CAPACITIES BASED .04 SOL BEARING PSF) LgE SU-0 -O020 FOR PIER SPAO P tHo N.W. 16' X 16• PER PADS 00 US4G 16' X le Wk PIER PAM ATHER THAL COIICAETE MY MST BE LISTED AID CERTMEO TO EX® OR BE EOUAL N A PIER CAPACITY 2, #0 USING PIER PADS THEY VUST BE LISTED A CERWEO TO E KEEO OR EQUAL Olt PO CAPACiT7C 4 START I -BEAM PIER Shoo 24° njW EAOI ESP OF HE H AT EACH I -BEAM Alp VAAW SpAc* N TTE CHART AWK FOR Ru LENGTH OF ! , 4. A1Et PIER I$I n AWK 67' 05T BE DESI BY A P.E. at AW4TECL 5. CAPS OUST BE SA� LTNGTiI Alp #DTH AS THE PEAS 04 NY REST, 8. HAAUSED TO LATE 4 � VERTICAL I Itt OR GAPS 2 OR 4 Ilp Ij" 9W �TE BLOCK VAY �No ZON) UI ALL EXPOSURES 20 PSF ROOF 10 PSF ELL. APPROVED BY Revised ONO pOct 17,2008 rNC. FEDERAL MANUFACTURED MOfdE CONSTRUCTION AND SAFETY STANDARDS JACOBSIEN HCMEO ,��TI�� ..�RN _.. o A 2-8-99 — TIBST SPF051C,A�TIpdp15� ARt P.®, 80Y 366 �T�kTsTAR��iRK �� iG Trne ALT. MAIN BEAM PIERS B SAFEPH A 7I3 38 ,ter K1 oatRSDRAVA� G 10-09-08 su-of-o0zt ( ) , 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 257 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. HOMES �'��"� B.E.M. ...... 2-11-99 ❑❑❑❑ J Ac O B S E N HOMES THESE SPECIFICATIONS AND DRANWNOS ARE ❑❑■❑ MATERIALS PROPRIETARY, AND CONFIDENTIAL NG DRAWING TITLE: MIN. HOME SET HEIGHT P.O. BOX 368 MATERIALS OF MATERIALS SENARE MANUFACTURING ❑„❑ � INC. SUCH MATERIALS ARE PRDNDED TO THE SAFETY HARBOR. FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFMNIIAL AND SECRET FROM OTHERS. SU-01-0022 7N 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" WOE FLOOR.. 39, 62 1/2" 86 1/2" 110" SEE NOTE y4 SEE NOTE #4 144" WOE 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 LBS 2667 LBS 1556 LBS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.INJ MAXIMUM I 'BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184- WIDE FLOOR** 37" 58 1/2" 79.1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: 6.:_ •'" • .0 DAPIA APPROVAL: /SEC Cnit l \ 1. PRE -FABRICATED �' �:. i CC_ �/_ 1 FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER 111E �! APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ? PIER CAPACITIES SHOWN ABOVE. .� [ AQ 4 or ;' q� OCT 1 Y 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN ' IN [4 HOMES INSTALLATION INSTRUCTIONS. ti'•, _,t:..• INC. 4. MAX. PIER SPACING 8' FOR UNITS PATH 8" [-BEAMS / 10' FOR UNITS WITH 10' OR ,•• .. 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME rnNqTRI cyloN AND SAFETYSTANOARUS JACOBSEN i7o*�(�C HOMES S NOTICE: THESE SPEGRCATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAVANG TITLE: PRE-FAB: 16' k 18 1/2" PIER PAD SPACING [9 P.O. BOX 368 ORIGINAL. PROPRIETARY. AND COMDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECOIENT FOR SPECIX PURPOSES AND MUST BE KEPT CONADENTIAL AND SECRET FROM OTHERS, DRAWING NUMBER: SU-01-0023 20 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE,NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54" 85' 116 1/2' SEE NOTE #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 LEIS 6868 LBS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR*• 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 43 1/2' 69 94•' 119" SEE NOTE #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 K /o 0 NOTES: EN yPR� 1Q" �yyy �.� � Er''�., DAPIA APPROVAL: ` sc� �qtc, PG. \/1 . I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE�� ••,;,.....• _ r CC FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL ,No d 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a .,�� f 910334 = ' PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. Z 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSENSTAK A ••,T (, HOMES INSTALLATION INSTRUCTIONS. 10' FOR UNITS WITH 10' OR _� •�: •�4'ff#141 INC.. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 12' I -BEAMS (24' MAX. FROM ENDS). EDERAL MANUFACTURED HOI,* c •.,r 'OATS: f JACOBSEN HOMES NOTICE: THESE SREOMCATIONS AND DRAWINGS ARE BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-fAB. 18' X 22' & 20' PIER PAD SPACING P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFUNRAL MATERIALS OF IACOBSEN MANUFACTURING WC. SUCH MATERIALS ARE PROMOED TO THE _ DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REORENT FOR SPEGIIIC PURPOSES AND MUST BE KEPT CONnDrnTIAL AND SEM FROM OTHERS 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7 f 8 SQ. IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2' 110 1/2' SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144- WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 1 47 1/2' 75" 102" 1 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.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 #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WOE FLOOR- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE w. Y" EN P DV :••• .,�r ,�� 4?, VQ. •G�� %' ' = 'O tf DAPIA APPROVAL. S B t cot P�- �6 FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. �' �� iVC3• - 14, p; ' �}r 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9102134 '. PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM q�eo _ PIER CAPACITIES SHOWN' ABOVE. 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 'q : SJT"i+.�� ''QyT ��•'•". ' ( : 4 =Ki0�RALKiANuFAGTUREOHoIVIE nn i 1 HOMES INSTALLATION INSTRUCTIONS 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / IV FOR UNITS WITH 10' OR •� ;` yy�' • '• �� •'INC. .h` s 12' I -BEANS (24' MAX. FROM ENDS). JACOBSEN HOMES THESE SPEOnCATITIOONSTAND DRAWINGS ARE DRAWN BY. D.M.T. DATE: 09-22-01 'LETTER. P.O. BOX 368 ORIGINAL. PROPRIETARY, AND COFFIOENRAL INC_ SJCLS OF .NCDBSEN ROWDE MANUFACTURING INC. SUCH YATERIAlS ARE PRONDEo TO THE TK DRAWING TITLE: PRE-FAB. 17 X 25 & 24" PIER PAD SPACING _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPITNT FOR SPECIFIC PDRPDSES AND IUSL K KEPT CONRDENTUL ANO WORET FROM OTTERS, 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 y4 SEE NOTE y4 160" WIDE FLOOR.• 8741/2" 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 ' NOTES: EN OV L r ,� •- .��•j� .\yTFk DAP A APPROYAI: t. PRE -FABRICATED PIER PADS MAY BE USED as AN ALTERNATE TO THE CONCRETE.��j MANUAL. No. •a rV� � � FOOTINGS SPECIFIED IN THE JACOBSEN HOLIES SET-UP q �• G- 2. THE PRE=FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 91Q334 •- APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM � • PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN � .A ••, $'� ATE (INV •' �� ? ; OCT I 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' VWDE FLOOR*s 58' 89" 120'*s* 120"*ss 120" s** 120"*** 144' MADE FLOOR** 50' 76" 103"sa 120"*a 120"s** 120"*** 160' WIDE FLOOR** 45" 69 1/2' 94" 118'*** 120'*** 120"*** 184" WIDE FLOOR** 40' 61' 83" 1D4'*** 120"*** 120"*** MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS, 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 PO PAD (COI 96 MAY DF ROIM) TIPICAL F ER FRAME 14EAM ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD 0a®00 Ce®®boos®e° REF. CALC. PG. ...... ` C-SU - 19.01 NOTES: y� o A N DAPu APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL •� ° I e APPROVED BY 2. THE PRE-FAE acAIED PIER PADS ARE TO BE RMAUED PER THE ° AND MEET THE MINIMUM ® S1 .1; ' 1' m YAMIFACIURFR'S INSTALLATION INSTRUC=S PIER CAPACMES SHOWN ABOVE e��°•,�`� ®.*�S ♦ease Dec D4,2o09 3 ALL OTHER REWIIREYENIS ARE TO BE ADHERED TO AS SPECIRED IN THE JAGOBSFH °• ` ::" ® .. �' ROM INSTALLAMON ®��.�S�O� R ■Div FEDERAL UNFACr MD HOME cansmurnowAnosruEttsrAnoARos g1e®°��a 4. YAX PIER SPACING B' FOR UNITS 1tlill 8' F-BEAMS % 17 FOR UNITS VA1H 10' OR 19' E-9EAYS. (24" MAX FRMI ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. JACOBSEN HOMES Nonck 711M WWWAINS AID DRAB AM DRAWN BY: M.T.DATE: 11-23-09 REV LEM: DRAVIt!'IG nnE: 17 X 22" PIER SPACING P.Q. BOX 368 DRMOU. PR7RUM, AND 00MM NIA& MATERIALS DF JACDBSM MARUFACMtOiD — SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 WC 901 MAIINAIS ARE ERtdOM TO RE RHI�BITF;lt SFiWRC RRPOItS AND WSIEg WT=ROOM AND SM RRDM DINERS DRAWING NUMBER; SU-01—Q027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Di (FOR SIDEWALL OPENINGS SEE NOTE Q) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w Q 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\l 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 1 2708lbs. 3428IDS. 4148lbs. 4868lbs. 5588IDS. 6308lbs. LOAD SPANS w SOIL BEARING 8•-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A CAPACITY PSF 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq.. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205_sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq: in. 339 sq. in: 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 IDS. 5121 lbs. 5881 IDS. 6641 lbs. LOAD SPANS ®- w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1a CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. CID 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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. I 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. 1353 sq. in. 1406 sq. in. 459 sq. in. Co L iMIN. PIER CAP. 33751bs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: " . ` 3. QT SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCIONG AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS WIDER THAN 49 INCHES. ENGIN k4% f�OVAIS�// /// DAPIA APPROVAL: QSEE NOTES: Q2 • Q3 . AND ( UNDER TABLE I. PACE SU-01-OD40. �� ,...•....,`�F OFOR ALL UNIT WIDTHS. USE 177 sgjn PIER FOOTFR UNDER SIDEWALL OPENINGS. THAT ��c,?.�r,�STFRF'<< ,; •'•� APPROVED EY ME.49 INCHES TO 96 INCHES IWDE. FOR OPENINGS THAT ARE 96 INCHES 10 144 INCHES. USE 242 iVn PIER FOOTTR UNDER SIDEWALL OPENINGS. Q N0. Q •- �. (MIN. 1000 PSF SOIL BEARING REO•D) 910334 s (3)FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS" ARE CLEARSPANS; PIER T �'� _ ION P SPECFICAMONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. ON FOR EACH cc - '0 '•. TATE OF 4 v INC. IF CLEARSPAN OCCURS BOTH SIDES. ADD VALUES LISTED ABOVE CLEARSPAN) ; V : �Q''• ' ' HOME ( CHECK WITH LOCAL JURIS WON TO DETERMINE THE SOIL VALUE ON YOUR / �� i� fEDERAIMAN,FAC1lM SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. 'C ••ND �� WNSTRIX11011AND SAFETY SUNOAROS MAR 0 1 1999 JACOBSEN HOMES THESE SPECIMANilo°Ns`A o oRAlrl+cs B•E•M DATE` 2-6-99 ' ORIGINAL, PROPRIETARY, A40 CONFIOENIIAL DRAVANG TITLE PIER FOOTM MATERIALS OF JACOBSEN MMIUFACIURING SIZING CHART P.O. BOX 368 ,I W- SUCH MAERIµS ARE PROMCp m THE FOR MARR. WALL OPENINGS i1 SAFETY (727) FLORIDA26-138 IVTCCKMWWMIIALkW OS�MUN0R DRAW NUWBER SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n (5i PIER SPACING SOIL BEARING PSF CAPACITY © 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 nn PIER SPACING SOIL BEARING PSF CAPACITY 2� © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" 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 n PIER SPACING SOIL BEARING PSF CAPACITY 02 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0' ON CENTER MAXIMUM 1500 665 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. 02 UNDISTURBED SOIL OR 907 COMPACTION FOR FILL. 0 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. SO ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3' OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. NLl`� J P,OVAST,� ,"�11" �PQ GIST ER Fly 910334 %TA OF JACOBSEN HOMES THESE SKaFIC;;4 u DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL P.O. BOX 368 MATERIALS OF .IAC08SEN MANUFACRMINC I SAFETY HARBOR, FLORIDA 34695 �C REI�T uA1ETEFOR SPECFIC AIS ARE FRONDED TO E YIEM PIKtPOSfS AND MUST BE PHONE (727) 726-1138 PIK CORROFRM AND SEM FRN 0M S. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D_L. APPROVED BY IN INC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 M.T. 2-8-99 TITLE: /� PIER FOOTER SPECS CHART NUMBER SU-Oi-0040 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 W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B.. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN - HOMES [10mM P.O. BOX 366 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 725-1138• NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, 'PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEGRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 27 DRAWN BY: S.A. I DATE. 6-6-94 DRAWING "ECOLUMN SUPPORT SPANS DRANING NUMBER: SU-03-0001 SET UP NOTES (CLOSE UP) YOUR NONE 18 EQUIPPED WITH A FACTORY INSTALLED NATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPS). AFTER THE 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 NOW& Im 9 IM No WYM ACE ORICKu. PROPWARY, AM CONROFlM& MATIMAU OF =189tl MMUFACivai�c DRAWN BY• M.T. DAIS 12-22-94 REV LETIER A DRAWING TIRE SET UP NOTES P.O. BOX 368 wG 9J111 MAIUM AM PROVW TO W DRAWING NUMBER SU-05-0001 SAFETY HARBOR, FLORIDA 34695 KWW FM 9Efi1C RMI'M NO WA BE N. No 9: U FROM OTTERS Ot-12 as PHONE (727) 726-1138 W" CMECO 28 EXTERIOR ROOFING CLOSE-UP ♦ plp,. pu. + +Ills apn p�. •wl RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦+ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ++ I I +I I I+ , I I I I I I aun. wlp„ .lap, IIV. +IpP. I •411P I —COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ J AC O B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALS AIALS ARE ARE PROMOED TO THE EXTERIOR ROOFING CLOSE-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 . KEPT CONFDfMTIAL AND SECRET FROM OTHERS SU-05-0010 29 SHINGLE INSTALLATION fl lll�r CI IC ♦TI II�Il� /TVII \ wZw.". vim........-.A�fm. II ....i..,.- ._._...... ......_-"1' 0 Q Mj F- In FASTENING DETAIL SEE PAGE RC-19-0002 NOTE: NOTES: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, NOT COVERED WITHIN THIS MANUAL. 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. ❑❑❑❑ J A C 0 B S E N HOMES 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X ❑❑■❑ 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). ❑„❑ P.O. BOX 368. 901 4th ST. NORTH 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE SHINGLE INSTALLATION THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8' STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. O 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-001 i 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE I � y SOFFIT MATERIAL ,� FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑■❑ ❑,e❑ P.D. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TpD THE — DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑ ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SEt7FIC POI M AKO,KIST BE KEPT CONFIDMIIAL W SECET FROM*OTHERS. , DRAWING NUMBER: SU-05-0020 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 WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. �0 JACOBSEN HOMES NOTICE: THESE sPEc�cAnGNs AND DRAN4rGS ARE DRAWN BY: O.A. DATE: 06-06794 REV. LETTER: ORIMAL. PROPRIETARY, AND CONFIDENTIAL YATMALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION P.O. BOX 368 SAFETYHONER(? 7) INC. SUCH MATERIALS ARE PROVIDED TO THE TCDN NNTIALLAAM M p H DRAWING NUMBER: 726—D1138495 FRRoY 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 I� MATING LINE OF UNITS I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■� AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ' ❑Do❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AM SECIET FIIOY OTHERS. DRAWING NUMBER: SU-05-0031 33 I Lly-Twas N 1-61�u ale-, zzAN vas" w I W:A4117ri4l �19NIWY:AJ L*i -M - (MIW) eo�� A/I weal . - W7.01-2A-wirljr� -jrr-- MAIM — . ONI illEi for IJLN . AS C13A UddV 14 Intl0 : MOBILE HOME SET-UP SHUTTER INSTALLA11ON: SHUTT 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 "A" DRAWN BY: ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWING TITLE: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING usso�pood INC, SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE FROM PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET OTHERS. 36 DETAIL "B" SHUTTER INSTALLATION SU-05-0034 MOBILE HOME SET-UP TIFDOWNS THERE ARE TWO TYPES OF NAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU NALL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE- CAPABLE . OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3,150 POUNDS AND SHALL BE FAILURE OF EQUIPMENT. OVERLOAD (4.725 POUNDS TOTAL) WITHOUT FARE OF TI{EANCHORING UENT. ANCHORING EQUIPMENT- (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED. AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON ORILc USE �RTIICALYTO THE CAPACITYLREOUIR DSFORETHESIRED. THE STRAPPING BEINGRMUST BE ATTACHED. LISTcD APPROVED BY INPJUL 1 3 'a INC "mm am= m SANOTT APPLIED DOPRE7ENSION WNS TALTERNA LTRAPS ON ONE Y ON OPPOSITE SIDE S SIDES. THE HOME THE HOME MAYY. BE PULnDN ED OFF THE SUPPORTS. ...w 6-6-94 SU-07- 0001. 37 $ :_ TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. - THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑.❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: _ DRAWING TITLE: TIE -DOWN STRAPS ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-07-0002 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 - RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 35 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME - EXTEND 1 MINIMUM - AMP TO BELOW GROUND LEVEL OR SEE 2"" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 N0. 1 NO. 1 NO. 6 2DO 2 NO. 2 0 1 NO. 2 0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE: DRANK BY: DATE REV. LETTER: ❑CI�CJ JACOBSEN HOMES TNm sPEaRCATIONS AND DRAPANGS ARE B.C.K. 03-30-12 , I�❑ � ORGNAL, PROPRIETARY, AND CONFIDENTIAL NG DRAWING TITLE-- INC.SJCH MATERIALS /RE PROVIDED TOR'THE V� �0�-I P.O. BOX 368 SET-UP/EL -UP/ELECTRICAL ran SAFETY HARBOR, rLORIDA 34695 RECP8ff FOR 9PEORC PURPOSES AND WIST BE DRAWING NUMBER: ❑L �L-�J PHONE (313) 726-1136 IVT CONFIDENTIAL AM SECKT FRS DTMS. SU-09-0001 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE i I I NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION 'OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. x°Ttce MAW BY: JACOBSEN HOMES DATE REV. LEM THEM SPEq�AnONS AM �aAw�cs AMD.M.T. 05-25-06 ORIGIM. PROPWARY, AND OONFMENNAL DRAWING TITLE: YATEAIALS OF JACOBSEN MANLIFACT"G P.O. BOX Ns. SUCH UATER&S AM PRDunEO m RECF'ELECTRICAL CROSS —OVER SAFETY HARBOR, FLORIDARI 34695 W FOR SPM RVO9ES Am YsT uEE DRAWING NUMBER: OD PHONE (813) 726-1138 Karr COFFUENIAL AM SEW H N OHM SU-09-0010 (09-29-08) 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® 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. 610 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: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6- 6- 94 ❑❑■❑ ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAINING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS, SU-09-0020 41 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 WARE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWOED TO THE LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCAna1s AND DRAINN(S ARE ❑❑■❑ ONQNAL. PROMVARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 YATEPoALS OF JACOBSEN MANUFACTMNG SAFETY HARBOR, FLORIDA 34695 INC. SUCH� FUWOg gyp TERALS ARE PROVIDED� BE ❑❑❑ PHONE (727) 726-1138 KEPT COWIDFNIUL MID SECRET RN OHM 43 D.M.T. I 3-22-95 PLUMB. CON. do GAS TEST A SU-11-0001 (09-29-08) 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-11-0020.A 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAxrI BY: DATE REV LETTER: THESE sFECIFlCATNJNs AND DRANIHGS ARE D.M.T. 09-29-08 ❑;�❑ aMNAL. MMETARY. AND CONFIDENTIAL DRAVANG TITLE MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 PLUMBING TEST INC. SUCH 4AIERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 R MIT FOR S WIC MOSES AID Wm BE DRAWNG NUMBER: PHONE (727) 726-1138 KEFf COVIDENW AND SECRET HN OHM SU-11-0002 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING �Dr== 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 p _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 O - 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - = 1 1/2" DRAIN LINE � = � = 2° DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑S❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: • ❑®�❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED // (1) FIXTURE DRAIN W.C. DROP / / 2" 3" / 0 2" ALT. �NTED DROPWC 3" 3 / TYPICAL Q / 2" DROP D / / / INDICATES BOTTOM / 3" / 3„ OF HOME / 1 1/2" DRY VENT 2 (SEE ALT. FOR / UNVENOPT. WET VENT W.C. DROP O INSTALL FULL SIZE / / CONNECTION) 1 1/2" 2" CLEAN -OUT IF SLOPE IS 3., / 3 2" O1/4-E ERE S" & FOOT / O USE OD IF CLEAN- / 3 3" TYPICAL OUT IS NOT NEEDED 3" O 1 1/2" DROP / 3., / 3" / 1 1/2- 1 1 /2" f O MINIMUM SLOPE 3" // 1/8" PER FT. FITTING SCHEDULE WITH CLEAN -OUT 1/4" PER FT. A VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) O WITHOUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) CLEAN -OUT © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) (�D VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / / 3/4" DROP / SECTION / / 3/4" ELL / / / / THREADED INLET / 3/4" TEE AND FRESH WATER INLET FOR 3/4" THREADED 3/4" ELL NOTE: INLET -FIELD SINGLE WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED NOES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES PLUMBING IN MORE SHOWN. THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIALS ARE PROVIDED TD THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 00 46 WATER. LINE CROSS -OVER n, L �.Iw�a-vv�n (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS -OVER ` WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPEGFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑❑■❑ P.O.OX 368 n ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING /A-1\ . INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0020 47 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR 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 LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. NOTICE: DRAWN BY. DATE ❑❑p❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 106-06-94 p❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 p„p MATERIALS OF JACOBSEN MANUFACTURING DOUBLE VV,7DE A.C. CONNECTIONS INC. SUCH MATERIAS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC KIRPOSES AND MUST BE DRAWING NUMBER: ❑p�p PHONE (727) 726-1138 i(PT CONFIDENTIAL AND SECRET FROM OTHERS. SU-13-0001 48 REV. LETTER: A (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 !!''jfj o FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW �1 B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE o 0 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE- AROUND OUTSIDE CONNECTING 2 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 SPLICING WIDTH ON EACH. WIDTH ON EACH JACKET. CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A)- FOLLOW AS DIRECTED UNDER 'CONNECTIONS' THREE INCHES. BUTTING TWO DUCTS METAL CLAMP (FOR LOW TO BandCE B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET 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 8) 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). ❑❑❑❑ ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ JAC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND ORAN7NC5 ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRONOEO TO THE REGPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWNG TITLE: MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-1 3-001 0 ELECTRIC CLOTHES DRYER VENTING IMPORTANT — BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE —DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. STALLED DUCT T BE METAL K OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: ntv. LtIILK: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRABiNGS ARE R.R. 01-21-00 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: A ❑❑M❑ ELECT. CLOTHES DRYER MATERIALS OF JACOBSEN MANUFACTURING VENTING ❑ate❑ P.O. BOX 368 INC. SUCH'MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 725-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 50 ; 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 INSTALLED DRAIN THROUGH I LOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN ---"- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) I'll IV .L J rr VnlGu 4'-0* O.C. MAX. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. rt-'� (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JAC 0 BS EN HOMES ISMS M n� sPEaFlCATIONs A!D naAw►Ncs ARE DRAM BY: M.T. "ATE 03-08-07 REV. LETTER �I❑ P.O. BOX 368 OR am. PROM7ARY, MID oORfinenk MATMALS OF JACOM MMNWAMMO HW, SUdI MA10tlAIS ARE PROAED TD 1FE wAIMNG TITLE W/H PAN DRAIN D Ivl ■❑❑❑ SAFETY (FLORIDA 95 �T W nRA�Nc NUMBER.ONE27)� MMO� M�OMSU-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 MUSTcBE 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 NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. I 6-6-94 ❑❑■❑ 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 PHONE (727) 725-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0002 52 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE,. THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) JACOBSEN HOMES mmIM A DRAW= ARE DRAWN BY. M.T. �"� 10-18-07 REV. � ORIONN, PROR�TARY, AND CDIFDENIULL DRAYANG ifIlE P.O. BOX 368 MOMS OF JUXI FN WWAMMIG CLOTHES DRYER VENTING - NG 91M YAM NS NE PROMM 70 M SAFEHARBOR,FLORIDA95 E" = O��NG NYBQ PHNE27)72138 MAMMMM SU-15-0004 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" - PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES NOTICE: THESE SPECIFlCAl1oNS AND oRA1NNGS ARE DRANM BY: D.M.T. DATE 10-31-01 REV. LEffER: OWNAL. PROPRIETARY, AND CONFIDENTIAL D DRAWNG TITLE: P.O. BOX 368 95 SAFETYHONER(727) MATERIALS OF JACOM MANUFACTURING W- SUCH MATERIALS ARE PROVIDED TO THE AM DU � BOTTOM BOARD P-TRAP ACCESS Ivl (10-0S-0S ) pRAWING NUMBER: 70RID'� ERECT CffMTK ONM SU-15-0010 54 PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES NOTICE DRAM DAZE REV. LETTER: tT+ESE sPECIE1GT10N5 AND DRAWHOS ARE C.L.Y. 3-21-95 ORIGINAL, PRWKTAtY, AND CONFHIENTIAL DRAWING 11 ❑„ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING HANDLER CROSS -OVER INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPECFIC PURPOSES AND MJST BE PHONE (813) 726-1138 REPT CGEUDIIA AND SEW FROM Ohp� DRAWING NUMBER.SU—AC-0100 1 99 SEEZON