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HomeMy WebLinkAboutSet-up ManualI SET-UP MANUAL JA OBS N HOMES F 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727)726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific' purposes and must be kept confidential and secret from others. _ SU-00-0000 REV-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 IS CARPENTER'S LEVEL 1/B' C MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTIC& DRAWN BY: DALE REV. UTTER: JACOBSEN HOMES mx wexxAmm no mwNm O.A. ��-21—Os OPo(iM PROWTMRY, IUD OOEFDERM DRAWING TITLE: P.O. BOX 368 MA7QMS OF 44DMSEN IWIUFACU MG MANUFACTURED HOME SET-UP Ut S I04 YAIEBIINS ARE PROVEED M 7HE SAFETY(OR,,FLORID'3 95 M M1cMPM M MM DRAWING NUMBER SU-01-0001 (10-08-08) MAGI FRAIE PLFlI! CAPPED BFDI Su C01�fiE--� an (LIBL 4' TI1m If X B• X 16' MLW IMAM 9A17L5-� wm am MIS Vl3tBCAl SEE TARE 1 FUR PER FUOfE SIM AID SPACING MIFICAM (PAGE 11) (SEE SIl-4A F0I 16 X 16 PtffCILSJ PER PAD SPACDIG) �-3 ai IE]IOIIE ALL ORGANR; MATS AND PLACE PAD ON SURE SOIL MJOW FROST 11HE FIR LOCAL CODE REMIRO NIS SEE 110143 DETAILS "A' AND "B" e DETAIL 'A —SE NOT42 (D>1EF= VAIM VM Ma ALLOWABLE SOD. BFAIRIG) PER CAPPED im = CONORm BLOCK (UK 4. Iwo Ir X B' X Ir mm MASONRI' - BDCICS VIH OPEN cm VERrm TE-M S RAPS ATFA - (SE NOTE It FOR MAX PEIrF]GR M 10 Rm BE" Cl1UDBl5 ON = AND IETAL ABOVE) EACH SECRON TD BE CMEM 1D A win HEADED ANCIIOR SEE TABLE FOR PER I WO S M AIM SPACDM SPECIFICATf0I6 SE N01E #4 (PACE 10) `-REI1d1E ALL ORMAIOC MATEI& WERE FffM ANQIOR AND PLACE PAD ON STABLE SOIL BOX FROMM PER LOCAL 0011E RE200B]IIS SE NOTE R_ DETAIL 'B' \SEE NOR: IR OEN51BI VANES LITII MAX ALLOWABLE 900. B'FJ41it�E p e ® E e6 ., JACOBSEN HOMES P.O. m W13 EAIMA Smm NAam nMDA 3a95 PHONE (727) 726-IIM MO 484 -. m ° � � o ® ° ;CC m ° ®o TATE OF ,= tV ®meo��s O R I vS I. swl Aulams ME PIw%m" IEO m lm 91Fw wm AID m wr COiDD m AID 3m iI0 m NOTES: 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2' OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO16'X16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6') 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (tc') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12' MIN.) B. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL., ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FlTTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY ria-moft—mm M Revised Dec 117,2008 IIiNC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS O.A.-"- 09-07-93 - DETAILS 'A' & "Bo SU-01-0001.1 (i2-15-118) n i t i CL Fcdcml M=ufocb:rcd "'1,-vi UCl.on Jacobsen Homes Load at Frame (each i-Beam location), Perimeter (sidewall area), and Mating Line rfar Homes Requiring Perimeter Supports (In Pounds) - ALL WINDZDNES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS LJOIST 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 142Z 164Z Mating Line 2164 26114 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame I520 2920 33ZO Perimeter 2404 2944 ' 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 ft. Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal If support spacing Is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement 0 a4 rn 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 4x4 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 51.1-01-000S, 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. \\,```\,\tWanurennunr ....... TD�i��Gy 9F 'f0 No. PE10505134 9 STATE OF [LI& °44 ss10N M. S������� Y ,rJ/ry/pill Illllllt 000 5/6/2014 3 SU-01-0001.2 IV4 «feel li `•_r��uf.c�;cri Jacobsen Homes Footing Capacities 8 in. x 16 In. (single stack) pier 161n. x 16In. (double stack) pier Soil Bearing Minimum footing Minimum Footing Unreinforced Unreinforced Capacitity, Site (in.) Area Area (in.t) Maximum Fasting cast-in•place Maximum Footing cast -In -place (Psn Capacity (tbs.) minimum Capacity (tbs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 s4.. a 24 x 24 576 3,700 6 3,700 6 O D 30 x 30 900 5,600 8 5,800 6 O � 36 x 36 3,296 7,900 10 8,100 8 42 x 42 1,764 10,700 x.se . 10 10,700 10 48 x 48 2,304 13,100 x.. , 12 13,600 10 36 it 16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4,000 6 sa H a 24 x 24 576 5,600 8 5,700 6 O O 30 x 30 900 8,500 a.s4 4 10 8,900 a � 36 •36 1,296 12,400 xos. 4 10 52,600 8 42x42 1,764 16,500 os4 4 12 16,a00 x.0 4 10 48x48 2,304 21,200 x..4 14 21,600 12 16 x 16 256 3,400 6 3,400 6 N 20 x 20 400 5,300 6 5,300 6 G O 24x24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 x.s. , 10 11,900 8 lV 36 x 36 1,296 16,700 x.a , 15 16,900 x.re 4 10 42 x 42 1,764 21,700 am. 4 18 22,700 ­4 12 16.16 256 4,300 6 4,300 6 e. 'A a 20 x 20 400 6,700 6 6,700 6 24 x 24 576 9,8t10 os. 4 a 9,700 6 O O N 30.30 900 14,600 x.s4 4 10 15,000 e 36 a 36 1,296 20,700 x.s4 . 12 21,400 nos. 4 10 16 x 16 256 5,200 6 5,200 6 : ^ '�• a 20 x 20 400 8,100 +.,. 4 8 8,300 6 O o 24 x 24 576 11,500 nos. 4 10 11,700 6 � 30 z 30 960 17,800 12 18,100 x.s, . a 36x36 1,296 25,400 xm.4 14 25,900 . 10 in16.16 256 7,000 6 7,000 6 a 20 x 20 400 10,e0o a. 4 a 10,900 6 j O O 24x24 576 15,500 n. l0 1SI600 a 30.30 900 23,300 1.. A 12 24,200 ou 4 10 1• The footing sites shown are for square pads and are based on the area (in a), shear and bending required for the loads shown. Other configurations, such as rectangular or circular configurat ons, can be used, provided the area and depth is equal ur greater than the area and depth of the square footing shown in the table, and tiie distance from the edge cif the pier to the edge of the fooling Is not less than' :he thickness of the fooling. 2. The 6 in. cast -in -place values an be used for 4 in. unreinforced precast concrete footings. 3. the capacity values listed have been reduced by the dead .oad of the concrete tooting. 4. Concrete block piers must not exceed their design capacity of 8.030 tbs. for 8 in. x 16 in. 3;ngle stack block and 16,000 tbs for 16 in. x 16 in. duuble stack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity'pr single or double stack concrete block piers shown in footnote 4. 6 On the frame (]-beam) a single stack block pier shall net exceed 36- high (see footnote 4 fur masunum rapacity) and a double stack block pier wrh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single slack block pier shad not exceed 54" in height (see footnote 4 for maximum opacity) Any piers that exceed the nieghts specified it this footnote shall be designed by a registered professional engineer or registered amnitect. 7. Poured Icast-in-place) or precast concrete footings are appropriate for all soil types. ABS plastic feelings (pads) shall only to used in accordance with the pod manufacturer's mstruct:ens and must be certfied for use in the sod cimsification at the site, listed and tabled for the required toad 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 SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH [—BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. NO JACOBSEN HOMES THESE SPECIFICATIONSAND DRAMINGS ARE ❑❑■❑ ORIGINAL. PROPPoETARY, AND CONFIDENTIAL P.O. BOX 368 MC. SUClS AT `IALS SENARE PROVIDIED MANUFACTURING THE SAFETY HARBOR, FLORIDA 34695 IE TT FMATERIALS PECi�IC PLF& Es AND MUST BE PHONE (727) 726-1138 KEPT CONFIDOM AM SWET FROM OHM 5 BY. O.A. 1" 06-06-94 DRAWNG MOBILE HOME SET-UP DRANING NUMBER: SU-01-0002 REV. LETTER A (09-30-08) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 f- SEE NOTE #2 NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 4 2 1 5 5 3 >- SEE NOTE #2 �- SEE NOTE #4 --� i NOTE #1 NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE: DRAWN BY: DATE: REV. LETTER: AF11:11:10 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 366 MATERIALS OF JACOBSEN MANUFACTURING DOUBLE WIDE BLOCKING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REGPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 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TYP. FOMMA M ON WOOEWAU OR NIANNIMIE WALL EIPERIM HOST BE AA M NOTE EMR LRMNG REQWEO AT 48' Cl t MAX REFER 10 SU-01-0008 A NY RUE TL6 APAVOR SHOWER AT WIDEWALL OR MARRI"E WALL Ak p-- UNDER EADI WOE OF ALL ECTINUOR DOORS LOCATED ON UWWALLi 2 OR MORE 461/`Y U MIfS P® USULEREO AT EACH END AM EIWEEN EAOI OrEYIINB RECESW AREAS REGIARE PERS SPACED 64' O.C. MAX (i8' OR LESS N DEPM) EACH OW OF REOEWWEO AREAS RECESSSED AIM w/SIOE BAY RECILK PIERS SPA® 64' O.C. MAX THM ALSO AWL= TO ALL EIIOWALL SAY WUYOOlM LRIR.MW WUPFORM Btt A FRAME MUMMER GARDEN TLUW AT SIOEWALL OR MARRIAGE: WALL . 64' O.Q MAX CAIDIIWST>f AIMS WIDEWAU OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' OR MIER N LENGTH) (SAME BI.OpONG MAY BE USED FOR MULTIPLE 46 i/Y NNDOYIS) j •• SPECL4L ELUMNS NOTE FOR 15•-4' 11e4'7llnl3E Ubd3 FLOQR blMnaNFi ONLY1 i PERAtB BL MNG IS REOIW (MARRIAGE AiID SNEUALLS) 9W ON CENTER MAX SPAWG DAPIA APPROVAL• NOTE LEVM RWR SY ZI FIRST (SIU LL TO M MALL OR MWAGE Mull) iM NSTA M PERNETFR BLM NOTEN; � itlg V I s8 D � 1. FM X ADDii kt %WX REo W AS NOW MN USE WX fir PER PADS UK� � 2. LOOATE FLOOQIO OW PEifrM ,EST M T1M e W THE EIW (F W AM IDCAlM AT iir tt mmm 1 O LLW PES ARE N AD0111CN 1D ANY UM FfMM Pills MW WiNC LIE. O OC MAR 20 2014 O 4 PF>31EER a,oaFtfC 6 REOIfi� u11oIR TLE FLOORS (WWItluL R SIETlNLS) W aC Wx, a F M.eniet red m 5. FUS M FOR PEAEEiER SUPPORT 1R1Si BE NSTAIID Ifni XIN a6iS101 PARALLIL TO TIE PE WIV UL � v E *0 PMW ROM IS REM, ANY WiND LNE II'FJ1 SPAN OR AIR TNAN 10. MIST HAVE fOL911 WIE PENS Sduy PIM AT MAX W O.C. UVT IW WE FtRS6 SEE SPEOUL NOTE • *. RI>i1t M SU-01-Ml AND &601-0005.2 FOR 2A Rm SfSiDIS. JACOBSEN HOMES Nonni. 1� �cA=M ADO MUM AGE DRANK BY: O.A. DATE 4-12-00 Rfv. LETTEit P.o, eox 368 C JW4. PRCPi UMY. W Co1Fi0 wkL MATF US OF MANWAMU@IO N- go MAiMU M PROW® TO 111E Ij DRAWING Ut- ADDITIONAL BLOCKING SAFETY HARBOR, FLORIDA 34695 MUM RR W= RlFW n WST ff DRAW NUMIM PHONE (813) 726-1138 PUT CAFEWIX NO SExiU RN OHM SU_01 _0005 (03-19-14) 8 (APPUCABLE TO ALL COTTAGES $TH 1840 FLOOR 00THS-SEE FL-01-OM9.2) ON SITE PERIMETER 16 x 16 PIER PAD 17 X 25 PIER PAD MIN. BLOCKING O.C. SPACING 1000 PSF SOIL 1500 PSF SOIL 1DOO PSF SOIL SIDEWALLS/Ir1ATELINE WALL 49"/24" 64"/40" 64"/48" VAX LOAD INCLUDING PIER AND FOOTER , 1778# 2667# 2950# ALL 0ZOS ALL 5 20 PSF ROOF 10 PSI' D.L. C-FL- 89.01 - B9,03 APPROVED BY NIPMay 07,2009 INC.. FEDERAL IIANUFACT11RE0 NOIIE GONSTiWCT1ON AND SAPET'STANDARDS p0T9d� BY: DAIEt MY, LETIER: JAd0B9EN HOMES r���� � I A TITLE: I�.T, 03-02-09 P,o, Box 369 sin, �ui,onks"100c.wroON o��00 ADD. PER. BLOCKING REQUIREMENTS SAFETY HARBOR, FLORIDA 34695 R[d[p ►Q rWPOifi M� R PHONE (727) 726-113e �odlrcc► ►�upsma�r�jloans DR SU-01-0005.1 8 PERIMETER BLOCKING FOR 150" (13'-4") FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING) (IMPERIALS AND DELORO COTTAGES WITH 2xG FLOOR JOISTS) PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-01-0005) (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES• DAPIA 1. PRE —FABRICATED PER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIE® IN THE JACOBSEN HOMES SET—UP MANUAL 2 THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPEWED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS. o JRW41 a Lu M o MAR 19 2014 � O G. C Q Federal Home Construction v xa� coasaucoon And Safety SLenaerds NOTICE: DRAWN B : DAIS REV. LETTER: JAC OBSEN HOMES 711M sPMWATDIS AND MAW= AMYOUNG 11-18-2011 0F°� PSC UMY AND Cana DRAWING TITLE - P.O. CF JAC M MANUFACRRiNC P.O. BOX 368 NO. SUCH YA7MU ARE PRDVM M PERIMETER BLOCKING IMP —DC SAFETY HARBOR, FLORIDA 3095 RECFERT FM SW FUMM AND y6T BE DRAWING NLNBER: PHONE (813) 726-1138 WT CMEMO IUL m SEw nu DT m $U-01-0005, 2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM 6, FOR SPECIFICS COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) d 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. NOTICE DRAMN BY: DATE ►� T o5-2o—os • JACOBSEN HOMES TNm Tm AID WAVM ARE ORICMM. PROPRIETARY, AND CONROEIiML DRAMING Tf1LE MATMU OF aAc M YANIlFACi )IM BLOCKING (PIER) LABELS P.O. BOX 368 SAFTE fY�HER(OR,)FLORIDA334695 m W- S O MAXIMS ARE PRNM TO THE FEWENT sx 1oA�F� � DRANING MAIBER $U-01-0006 ROM 11 ADDITIONAL RECESSED PORCH BLOCKING (1NS mcm LS N ADDiAd+l a ma REClm N THIS WINIAIL) 61' YAIL 61' MAX. DSE OETALL TI' ONLY No OMGGER 5 ON FLOOR J067 SiE DETA1. A' SEE DE 1% waxy ORDER PORCH Post ------ Al —------- -- -- 81 -----__,. - cq D?. RECESSED PORCH a DITI TR WALL EXTE n TWL ADDED I. -BEAM No EXTERIOR WALL — 11 � — REtEsSED PORCH REOUERE PARS SPACED 6; D.C.• MAX. PER UfaER ADDED I -BEAM (AND PIERS AT PORCH POSTS) AS SHOVAI PER DNQfR ADO I-A:J+Y PIER SPACING AT ►IARRIAGEWALL moo asum B TAM EOCE OF PER AND EDGE LF POO POST MAY NOT WEED DEPTH OF TVP. PORCH POST FLOOR JGtSi (5 lm TyP. PCFLC1i POST1/5 TV. PORCH FLOORING 1MAX TyP. PORCH fl.DO1DRG•PORCH FLOOR JOIST PORCH FLOOR JOIST DOUBLE PORCH PERDETFR RJ1DOINILE PORCH PERl1O:iQt RAL �(2� 6 PTX 1% MIN.� (2) 2 X 6 Pi Y 18' M2LTyP. IC-M STTIP. W-DOW STRAPPORGI (5EE 0111ER DETAXS)np (SEE OT1�R DETAILPORCH FLOOR JOISfST11P. E100R ,IOISiS PER (e X L1' X 161 PER (6' X 6' X 16'j 16' X 16' MRL PIER t6' X 1G' MtN PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW 131 TyP. PORCH POST TYP. PORCH POST ��NDX DISTANCE BEi90 EDGE OF m PORCH FLOoma T)P. PORCH FLOORINGI/2 �i PER M EDGE OF PORCH POST PORCH FLOOR 09 PORCH FLOOR JOIST MAY NOT EMED 5 1/2 (2) 2 X 6 PT X 1D••W L (2) 2 X 6 PT X IC MN.-� BWGEO BEINEEN 2 ma BE`TIIEEN 2 n? Ti-DOW S w SEE OTHER DATA" PORCH FLOOR. Joists PORCH FLOOR JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' _ f IANGPIIUDINAL. VIEW B2 eglis9fis#J L ADDIUM BLOCKING REOI1 U AS NOI 10 ABOVE (USE 16' X IC PER APPROVED BY 2. PADS ON 1000 PSF SOL 6APACIn) LOCATE 11100014 LOW PEI6WU JOIST OR NOON S Ilt OF 00 EF 16' at • - 0. ti X " Dec 13,2006 3 PERNM BLOOM 5 Ri01 M UNDER PORCH AT EACH POST (61' D t MAX) : -�i• + Z / C v` I N C. b ADOID4FAL BLOC10!!i, REOt>ltED AS YiDKJ11ED ABOVE UNDER CFRIER OF ADDED FBEAM (W Ot MAX.) ♦ : v` 1 i�i 1 r O w J. M `,1;�1 FEDERAL rANFAcFuFro Mort oDINSmUCTIor AND SAFETY STANDARDS S SEE a'W DETAILS Ern OW REa1M OLD= LOCATIafS=..;c, p F:1pQ:i may` � � Q ADDED F- M AT PORCH/bQFfs10R WALL' MAY OIFTEA IN SZE FROM MAIN HOUSE 1-BEAK' +d .• ••• . „�'� d� JACOBSEN HOMES P.O, BaX 368 bm SAFETY HARBOR. FLORIpA W95 PHONE (613) 726-1130 NO= INES[ SICAT44 AND DWA TM ARE CROUE. > fm% AND 4WIMN1N. WA711ULS OF AACM UNWACAF= W. 910E YAIF>i"APE rRam TO 1K ptL4 m fat 51O171C Fjum AM MAT FE Wl COMM NO SD 01DDY MM 12 11- 1 1"4 i' .3 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 &i/1111/i&I `d D C) �•r NS�• � �i John C. Doeden, PE Z * 45484 15133 CR 22 Goshen, IN 46528 o Phone: (574) 825-76% p'; STATE t p F`�� a W ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE -� - - HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF 'FOURTH WALL CONSTROCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST FEET 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 N.D S 01 I ,R9. `&M MOTES: 1. HOST BEAM WSTALLATKIN IS FOR ON -SITE STRUCTURE ATTACHMENT: 2 20' VADE MAX W ZONE 2 OR 12•)ITPH EXP. B SITES. : -`%� :{�'• 16' WIDE MAX T91N0 ZONE 3 OR 1409PH EXP. B SITES ' �� C �-" (q;I.; : 2. MIN. BRACKET LOAD .CAPACITY FOR VERTICAL RE -DOWNS IS = 24501 WN D ZONE 2. 29601 WIND ZONE 3% �F 3. WALL FRAMING IS 2 X 6 SPF jp 16' O.C. s�!`' r_ .�F��'•:�lO:J�:' . P. 4. 48'. O.C. PERWIETER BLOCKING REOLIREO ON HOST BEAM SIDE OF HOUSE , ; •�....•-� r�� s4 JACOBSEN HOMES 1� sKanurm Am DRifN`TA1( w rD_RAWJ4G OR,T AL PRoaaETARY. AND COilOk7111AL P.O. BOX .568 YAIDLAIS or AMMEN MAN UFACTU M ANC STpN NiATANS ARE pt VM TO THE SAFETY HAR". FLORVA 34695 WNW Na VWC PJWM Ar 9= K DRAVANG PHONE (727) 728-1138 PVt CMmDMA AD Ssa r FN k OHM 14 ALSO MEETS NANNONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L. APPROVED BY ON 14 Jan 20,200- �= INC. �► FEDERAL MANUFACTURED NOVAE s CONSTRUCTION AND SAFETY STANDARDS 4 D.M.T. DAl 01-10-07 r'Ev. aTlm ` ATT. TO HOST BEAM 13M. SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT 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 BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER MAIN I —BEAM HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM MATE LINE AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I —BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4' (184') WIDTH UNIT REQUIRES PERIMETER BLOCKING 96' O.0 AT SIDEWALL AND MARRIAGE WALL HITCH HITCH AND ❑❑❑ JACOBSEN HOMES rioTTcm DRAM BY: DAIS REv LETTEit 7NESE sPECI�ICATIDNS DRAwHGs ARE D.M.T. 10-10-08, UMAL, PROIMUARY, AND CCIcmTiAL DRANNJG TITLE P.O. BOX 368 M� AIMALS OF �A00" MAMFACTUIRM TEMP. BLOCKING „❑ W_ SUCH MOMS ARE PROWIM TO 7HE SAFETY HARBOR, FLORIDA 34695 RECFW FOR 9EPi1C PUFM Alp MOST E DRAWIG NLW R: SU—Dl —DDD9 PHONE (727) 726-1138 KEPT ODIlpl'1 Ar FRET FROM OTTERS 15 ,. 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39" 62' 86" 110" 134" 157" 144' WIDE FLOOR 33" 53' 73" 93" 113" 133' 160' WIDE FLOOR 30" 48" 66" 85" 103" 121" 184' WIDE FLOOR 26" 42' 58" 74" 90" 107" MIN. PIER .CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIOT}15 INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS � 4„ TYP 7" OR 8" � T 30' MAX 1T 16" X' TY00 K. P ALTERNATE MAIN BEA& PIERO (6 I rf Y 16' HOT4 CdWTE U04 (1(D I�TTo OR out RE01>raFD) DfiGtY tL apt 1 a a++y w��- Ir x d Y le HMO C*ZTE BLOCK IS 904 RER CAPPED le Dom It= IREITED WW (W 1191E I6) ®® - C. �® �w�sj�• Y Y Iti CEEEID �ASdI! F1mfS—� W \ o® '°'°°'°.�O io OTH OP1 COLS wt& SINGLE STACK BLOCK PIER To VAN o No 45484 a000� AdTr)p1E p o r5 5i AiE CFj 0 R A 0 ¢�•o `�o�v a CAYFIE T A4p/on � a T DeOc 41 {e ) Pip CAM *111 CdpElE TREATED UAW (SEE 4011 J5) 8° x 8' x le CELLED VAS011p BIOfXS OTH R4 MLS VfRTICAL DOUBLE STACK BLOCK PIER (SEE k0lE 0 A J2) fill OFPSEis 111E TOP 10 110 B0 W 1TQ IiR 1(OT E1=1 jl, r x r{ 11r HIO CO CRETE ROCKS ARE SH* TAL (iFSETS FRcV THE TOP TO THE OOrt OF THE PIER "NOT Elm w. FLOOR WIDTH MAX. MAXIMUM I—BEAMPIER SPACING (CONTROLLED BY PON LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 2428 LBS. 3488 LBS. 4548 LBS. 56M LBS. 16W *IDE FLOOR 2661 LBS. -mm LBS. 5014 LEIS, 6191 LOS. 18C *DE FLOOR 2961 LBS. 4288 LBS. 5615 LEM 6941 LBS. PIER LOADS INCLUDE WEWT OF PIER UP TO 250J - ADD DIFFETOCE #iEN PIER glGHT IS GREATER 40M LOOT WIDTHS INCLUDES A 6' OyERH" DN BOTH SIDES VAWUV. RM CALLS (CHECK PIER PAD LOAD CAPACITIES BASED DN SOIL BEARING PSF) 1 w SU-OI-0020 FOR mR spoc 00 16• x le PIER PADS �j US'ijG le I le W PIER Ar PCIT ADS PIERCAPADq TE THEY PAT BE USTED 0 CER11flED TO EXCEED OR BE EDUk2, #0 US4G PIER PADS PHEY WUST BE LISTED ! CERT6ED TO EXCEED OR EQUAL 04 PER CAPAC4% A START I-K4 PIER 9PAO4 24' PROD EACH E10 OF THE li AT EACH I -OW Alp VA10 SPAOkG N DE CHART As* FOR FILL TFIjGTH OF 4. AMY Ps HEjm AwK 67' O st sE mop Br A P.C. OR ARomECr 5, CAPS MIST BE SA�k LE4GTH Alp #DTH AS THE PIERS ON #UM THEY REST, 6, �ARDIIYn USED 70LTEsi' li IGT A 2 OR 4 iOI 44W SOUD C01 XTE M= VAY ?NO �P1 UI ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY poop. -ft Revised Oct 17,2008 N I INC. FEDERAL MANUFACTURED NONE CONSTRUCTION AND SAFETY STANDARDS e1Al.IOBgE HOMEO TIftSF SeFoilu QT1ow V-1m u,: O A ""' 2-8-99 �ccT. �ct.crs TAc ,, G nTL6 ALT. MAIN BEA�1 PIERS B P.O, Box o SAF RYiR M, FLORDA� 95 �� ASS MI61 DR G $0-[1r1-0� , sU-01-0021 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 1B HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. NOTICE: DRAWN BY: DATE: REV. LETTER: EDT JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MIN. HOME SET HEIGHT P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-0I-OOZZ04 �a ol 16" X 16" PIER FOOTER SPACINGS* ( MIN. 256 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 39" 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53" 73 1/2" 93 1/2' 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR•. 26 1/2' 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107' FAIN. PIER CAPACITY 1778 LBS 2667 LBS �i556 LBS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN). MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79.1/2" 101" SEE NOTE y4 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: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: u (• 'i DAPIA APPROVAL: q Etz C/f l� S. G� �• �`•.i (c- TY- ( ¢' FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. ; r' 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE - APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 1C•' : q� OCT 11 s 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN " I IN [4 HONES INSTALLATION INSTRUCTIONS. _, �-,ry.; • .,_„_,.•, �.�. INC. 4. MAX. PIER SPACING 8' FOR UNITS PATH 8' I -BEAMS / 10' FOR UNITS WITH 10' OR 12' I -BEAMS (24" MAX. FROM ENDS). ,.::" ' FEDERAL MANUFACTURED HOME =RIlC7IDNAND SAFETY STANOARUS JACOBSEN HOMES NOTICE: TNESESPECIFICATIONS AND DRAVMNGSARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: P.O. BOX 368 Rd DRIMNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS MATERIALSCOBSEN ARE PMROOMOED TO THE DRAWING TITLE: PRE-FAB: 16' dE 18 1/2" PIER PAD SPACING _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECRENT fOR SPECi1C KIRPOSES AND MUST BE KEPT CONFIDENTIAL 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 y4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 184" WIDE FLOOR•• 1 43" 168" 193" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 1 4121 LBS 1 5495 LBS 1 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE g4 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 KIND.. I� o NOTES: EN` APPR � <<yfyy . b �-.,, DAPIA APPROVAL: PG.\ 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE SET-UP MANUAL � �Q••,•G�g7E�� •, r cc, - T Y - (¢, �� FOOTINGS SPECIFIED IN THE JACOBSEN HOMES •QAL NO Q 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE • 9103+ =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 + ••• AlTE r• d CT i 1 HOMES INSTALLATION INSTRUCTIONS. WITH 10- OR 4�:' INC.. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8I-BEAMS / 10' FOR UNITS 4O�•' ,, 12" I -BEAMS (24' MAX. FROM ENDS). V EDERAL MANUFACTURED HO1,* - • ar, i "DATE: JACOBSEN HOMES NOTICE: V F a4F THESE SPECIFlCATIONS AND DRAWINGS ARE d BY: -- D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE—FAB. 18" X 22" $ 20' PIER PAD SPACING A P.O. BOX 368 ORIGNAL, PROPRIETARY• AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROHDED TO THE DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPITNT FOR SPEOFIC PIJRPOSES AND MUST BE KEPT CONnOENTML AND SECRET FROM OTHERS 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* ( MIN• '432 7/8 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE d4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR-- 54 85" 116" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE y4 qNOTE MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SUN) 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 Q4 SEE NOTE y4 SEE NOTE N4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE #4 SEE NOTE N4 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" WIDE 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 Sv:fvrhoo��/ NOTES:EN 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETEG��TCr� FOOTINGS SPECIFIED IN THE JACOBSEN HONES SET-UP MANUAL. q•. •• P OV .�r .`'c �:Ls Z4' r10.1. rt7 '• t 3` (�}, 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM •; ��� = BY PIER CAPACITIES SHOWM ABOVE. 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN _ciz '� '.S. MATE ' � ;Q1CT 1 1 kAA HOMES INSTALLATION INSTRUCTIONS 4. MAX. PIER SPACING 8" FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR �ty� '• C^ .'INC. 12' I -BEAMS (24' MAX. FROM ENDS). s 0HOh1E� ARDS JACOBSEN HOMES NOTICE: THESE sPEanCATIONS AND DRAVMGSARE DRANK BY: D.M.T. 09-22-01 REV. LETTER: Erl®d P.O. BOX 368 ORIONAL, PROPRIETARY, AND COFYIDENTIAL MATERIALS OF ,NCOBSEN MANUFACTURING INCSUCH MATERIALS ARE PROVIDED TO THEPREFAB. DRAWING TITLE: 17 X 25 Nk 24" PIER PAD SPACINGSAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECFIENT FOR SPECnC PUR M$ AND 415E 9E KEPT CONAOENTUL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0025 22 - 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR.. 113 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE ya SEE NOTE y4 160" WIDE FLOOR­87a #t/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 A OV L IL ....,'r�r� 'y rAP. A APPROVAL' s>r� GptG. P6� I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE J.11 HOMES SET-UP MANUAL. .� %iF3. � � ' 0 FOOTINGS SPECIFIED IN THE JACOBSEN Q. g 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE � 910334 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 JAC08SEN .O •, �� %±Tr- • � � OCT HONES INSTALLATION INSTRUCTIONS. FOR UNITS NTH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR •: � '•. % �'�'< <' L NIHINC. a. MAX PIER SPACING 8' 12" I -BEANS (24" MAX FROM ENDS). FnF I M , A111FACTURP� tr• JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRAMINcs ARE RAHN BY: D.M.T. D:C(CTSTRUC IONA1iD$Af 09-22-01 YMIA`11216 DRAWING TITLE: PRE—FAB. 26" PIER PAD SPACING ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JAtOBSEN MANUFACTURING P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SIN]1 MATERIALS ARE FRONDED TO THE RECIPIENT FOR SPEORC PURFosEs AIO Wst BE DRAWING NUMBER: SU-01-0026 PHONE (813) 726-1138 IICPT C0HFDENt1AL AND SECRET FROMOTHERS. 17" X 22" PIER FOOTER SPACINGS* ( MIN. 374 S . IN) MAXIMUM I --BEAM PIER SPACING NOTE MAX. PIER SPACING WITH s** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WDE FLOOR** 58' 89" 120"*** 120'sa 12n** 120'iq 144' WIDE FLOOR** 50' 76' 103"sa 120"*** 12U"*** 120"*** 160' VIDE FLOOR** 45" 69 1/2' Be 118'*a 120'*** 120"*** 184' VIDE FLOOR** 40" 61' 83' low*$* 120"*s* 120"*a MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LEI& 6493 LBS. 7792 LBS. 9090 LBS. NOTE UNIT IM07HS WITH a INCLUDES A 6' OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (ONERS MAY BE ROIM) TYPICAL PIER FRAME I -BEAM\ ORIENTATION OF BLOCK PLACED SYMETRICALLY ON PIER PAD C. Dqj� , e�� REF. CALC. PG. �0e0e NOTES: do DARA APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE Q SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL o ®� % APPROVED BY L THE PREFABRICATED PIER PADS ARE TO BE DWAIIFD PER THE ° MMUFAC7URER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM o Q "° S1'A' r, A /� �(/ m PAIR CAPAQIIES SHOWN AIiCNE. ®T°°°° Dec D4,2009 IN�rl o �m��S • < "°::�° " ��ev INC.ALL 07HTR REQUIREMENTS ARE TO BE ADHERED 70 AS SPECIRED IN THE JACOBSE?I ' ® ' ° • • ° �� HOIMEs INSTAU.ARON INs7RUCBONs cr/���t!"_ �"t`eo� 'y`-' FEDERAL ONSTTRUCTTIION AND SAFETYDSTANDARDS . 4. MAIL PIER SPACING It FOR UNITS WO 8 F-BEAMS % 10' FOR UNITS WITH 10' OR ®dada d Q B e 0 n a°�e 12' {-BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS 71IAN 48' O.Q. JACOBSEN HOMES NonREM 1f Z S7ECRCA u� DRAM ARE DRAWNRwWN BY M.T. DATT: 11-23-09 V. ` ' P.O. BOX 368 OPIMOl. PROPRIETARY, Am CONF1MMIL VAIMA S OF JAC08ffN MAVIFACAM DRAWUIG TITLE: 17 X 22" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 W. 90 MATINU ARE -PROVIDED TO TIE FEMW FOR ME ptww AMD WSM RE WT CONRDWK MD SWU MU ONK DRAWING NUMBER: $U-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF w 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. A 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\2 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 tbs. 3428 tbs. 4148 tbs. 4868 tbs. 5588 lbs. 6308 tbs. 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 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in in MIN. PIER CAP. 1 2841 lbs. 3601 lbs. 4361 tbs. 5121 tbs. 5881 tbs. 6641 tbs. L\l 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. co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in . cm � MIN. PIER CAP. 2975 tbs 3775 tbs 4575 tbs 5375 tbs 6175 is6975 Ibs LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 486 sq, in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1000 _ 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. °D 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. WINDZONE III bCo MIN. PIER CAP. (110 ALL MPH) ALL EXPOSUR 3375 tbs 4295 tbs 5215 tbs 6135 tbs 7055 tbs 7975 Ibs 20 PSF ROOF 10 PSF D.L. NOTES: SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCIING AND ANCHORING OF MARRIAGE WALL 111111 OPENINGS WDER THAN 49 INCHES ENGIN`K(t% f�OVAISr/1 I- V�/�' DAPIA APPROVAL: 4 SEE NOTES: O2 . 0 , AND 4 UNDER TABLE 1, PAGE sU-01-004o. �� Q . • • " • •. F 1 O3 FOOTER UNDER SIDEWALL OPENINGS. THAT VQ ' G�ST�RF •<< % APPROVED EY FOR ALL UNIT MADTHS. USE 177 agOPIER �� O ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 Q� N0. •• INCHES, USE 242 sq/n PIER FOOTER UNDER SIDEWALL OPENINGS = 910334 (YIN. 1000 PSF SOIL BEARING REO D) •� SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY 4O FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS• ARE CLEARSPANS; PIER - -NIP -- - A ,. TATE �•,•� ; ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) INC. IF SPMH OCCURS CLEAR i �Q' FEDERALMANWMTIIRED ROME Q CHECK MATH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR / SITE l)ft HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO OEIFRMINE THE VALUE. ��i••�� C7� Cr�SiRwjI0NAROSAFETySTAr�DAFIOS �r MAR 0 1 1999 E' 01104N. JACOBSEN HOMES THESE snancANims`An DRAwNm 7 B.E.M. 2-6-99 �' LETtE1 ORIGINAL, PROPRIETARY, AND CafiDE M DRAW 111LE' PIER FOOTER SIZING CHART n MATEIUALS OF JACOM MANUFACTURING %l FOR MARR. WALL OPENINGS P.O. BOX 368 INC. SUCH MATMALS ARE PROWOED TO THE - SAFETY HARBOR, FLORIDA 34695 RMMT FIR WWM PJWWS NO wST eE DRAWNG MOM PHONE (727) 726-1138 KEPT HXMtfMRL. AR0 SE 0 FROM MWM SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY 20 © REQUIRED PIER FOOTER AREA, SQ. IN. ID S—O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'- 4"- WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY 2� © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941$) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 907 COMPAC11ON FOR FILL 30 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM - SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3- OVERHANG ON EACH SIDE MAXIMUM. © CHECK 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. GWA— gr,Ol — NwNtWArr i .•GVSTE.9 .,! No. Fo ' G 910334 -o '•. STATFt OF ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. g 57N O2 DAPIA APPROVAL APPROVED EY IN INC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 JACOBSEN HOMES ITV 11V G: • "•III Il11�•-- --- • - -' THESE SPECIFICATIONS ANo DRAWINGS' ARE M.T. 2-8-99 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: „ WAIFAIALS OF ACOBSEN MANUFACTURING P.O. 80X 368 wc. �� MA7FIEA1s ARE PROVIDED To THE PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 RECFI NT FM SPECTIC NRIPD£S AND IUST BE DRAWING NUMBER PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTIM $U-Ot -0040 26 MOBILE HOME SET-UP DIM. 'A' I DIM. 'B' MN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME, MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN 01 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: S. A UAIt: 6-6-94 ncr. �11L1 ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAING TITLE'COLUMN SUPPORT SPANS ❑��❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-03-0001 ❑❑❑❑ PHONE (727) 726-113B • KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 27 SET UP NOTES (CLOSE UP) YOUR HOME Is EQUIPPED WITH A FACTORY INSTALLED MATE LINE_ GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE 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. NOVCI2 DRAYM BY: DATE REV. LEVER: JACOBSEN HOMES TNEBE RC SPEC7MS AID DMWN s AM M.T. 112-22-94 AA WIMI <. PRMLWARY. AID caNflD U& DRAIMNG TITLE P.O. BOX 368 110M&S W "'MWAC M SET UP NOTES M SUOI YAYSIAIS ARE PR0VW To THE SAFETY HARBOR, FLORIDA 3M95 ffimm Fm SP m PIAF'M W W9 BE DRAVING MUM: 1 ae PHONE (727) 726-1138 IVT CMEMI K AND MU FROM OHM SU-05-0001 .• 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ I ♦I I I I I I I iiliu ♦ ,tw. ♦ I ppl^ ♦ ppV I ,uo, ano- ,lut. .,pn. 41Ip. .nut. I .nuts. {41u / .nlro "ryll�• •mu / — 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) — 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.) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. Q.A J AC 0 B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROWED TO THE EXTERIOR ROOFING CLOSE-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PUWM AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENIIAL AM SECRET FROM OTHERS SU—Q j—p01 Q 29 SHINGLE INSTALLATION 0 Lo cD SEE PAGE RC-19-0002 FASTENING DETAIL 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. ES JAC0BSEN H0M18 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/B" X 3/4" X E00JEE01 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). p,0. BOX 368, 901 4ih ST. NORTH4. 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 ICH STENERS PER SHINGLE SHINGLE INSTALLATION THROUGHRANFUND RLA MENTINGS TO WHICHRISSCEMENTTED DOWN TO 3/8' STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. �C1j 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIN 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 STARTEF. . STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE 12-22-94 REV. LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑,♦S❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMOFD Tpp THE EXTERIOR FINISH CLOSE-UP ❑❑❑❑ PHONE (727) 726-1138 REOPIENT FOR SPECIFIC RARPOSES AND,YUST BE KEPT CONFlDEIITIAL AM SECRET FTOM'DTHERs DRAWING NUMBER: SU-O5-O020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WADE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS 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 NTH 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 WALL 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 sPECBICAnaNs AM GRAwINGs ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: P.O. BOX 368 =MAL, PRCMEURY, AID CONFlDENRAL MATMALS OF JACOBSEN MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICA11ON n INC. SUCH MA�� ARE PROVM M THE /N` SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RE PUT FOR TMRR8056 AND MUST BE lUT CCNFWWAL AID SECRET FRW OTHERS. DRAWING NUMBER: 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 II SITE INSTALLED INS[[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ J AC 0 B S E N HOMES NOTICE: DRAWN -BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL �❑ ORIDRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOMATERIALS ARE MANUFACTURING EXT.SID.APPL. FOR SLIP UNIT INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-05-0031 33 LM .V APPROVED BY iUL 1 3 � INC. Gmkx) . si� 1 t:AfH�i bT (p%�GR f 1=C) � 1^ �lj7Jl� {C(i•i r tJS..�aT I L p'SL�'f .I • ��� L. S'i1.-nG_An�� nz i • .�: mCMCFOr 5 V ' .Z%7NE 2 6ND .3 . 7lWq¢ ;zjkW.ARA L✓d C: �17 J� ��1/. T1'�vtNl� 5tfl� MsrXl.kttOnl L1.ksi.k_KYP�a�oG•. APPROVED BY JUL 1 3 St 7N7PANC - A-rH ..�� fkLL�T10tJ �w�vERyl�y►.5►�►►x) i � ► Snl lii'piv�•l - I I I I � (p paz MY) ro to TH Ili G,ofoYic.'xzt�Ll A47 f v'o.r'. c 1G�s�+jNlldS>t•ji�2"•.� 3�le"o,.c. oEt. . ►�}ra Cnlr) �IWA 6i7kTI�cd`ct&. �— N A'S imp IjJ VEJA+— L - .n,.M.. SIc►rlc� rJlTH— .� St3--o�,.003� a'A4��N D�"E° 7�q¢ I7�IGt 6Y� h!s(a y,Got.re?: ntrs �•v. ... MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTT IRS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" NOTICE: DRAWN BY: DATE: REV. LETTER: JAC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 Q❑ P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: SHUTTER INSTALLATION ❑j-1 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: _ PHONE (727) 725-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-05-0034 36 MOBILE HOME SET-UP TIEDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE -CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS TAND SHALL BE OTAL) WITHOUT FAILURE WITHSTANDING PERCENT OVERLOAD (4,725 POUNDS E OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT- (WEATHERIZATION). ANCHORING EOUIPMENT (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 ACCOMPUSHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FORT USE VERTIICALLYE TO THE CAPACITYLT. IF VERTICALREOU R DANCHORSFORETHESSTRAPPI G BEING IRED. THE RATT ATTACHE MUST SEE LISTED APPROVED BY INPrINC UL fumb S NOT APPOLIED TO T EI tDOIWNS TALTERNA LTRAPS ON ONE Y ON OPPOSITE SIDE SI SIDES. THE HOME THE HOME MAYONLY. BE DN NOT PULLED OFF THE SUPPORTS. 6-6-94 ,_ , _ . •. SU-47-0001 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 DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS ❑,.❑ P.O. BOX 36B INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 38 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BET WE N 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: 1 /2" MINIMUM — 150 AMP CONDUIT DROP FROM HOME — EXTEND 2" MINIMUM — 200 AMP— TO BELOW GROUND LEVEL OR SEE 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 N0. 1 N0. 6 200 2 N0. 2 0 N0. 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: DRAM BY: DAIS JACOBSEN HOMES THESE sPEcFtcAnoNs arm atavaNGs aRE B.C.K. 03-30-12 I n OPoGFNAI, PROPRIETARY, AND CONRDENIIAL ❑ `� MATERIALS OF JACOM MANUFACTURING DRAWING 11TLf C P.O. BOX 368 ING wcN MARRALS ARE PROMS) TD SET—UP/ELECTRICAL I—, SAFETY HARBOR, FLORIDA 34695 REOJ NT FOR WORC PURPOSES AND 64ST BE DRAWING NUMBER: PHONE (813) 726-1138 IVT CO IRMAL AND SECFET FROM OTNQrs $U-09-0001 39 REV. LETTER: ELECTRICAL CROSS -OVER & TESTING PROCEDURES -MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE. ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET—UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES THEM SPEaFlc RONSnAM ORAWNGS AM MAN BY D.M.T. 05-25-06 REV. `EM. OFdWAL, PROMUARY, AID OWDEN141. DRAIWNG TITLE: P.O. BOX 368 MATERALS OF JACOBSEN YANMFACURNG ELECTRICAL CROSS -OVER SAFETY HARBOR, FLORIDA 34695 INC. SUCH YAIMALS ARE PROYnED TO THE PHONE (813) 726-1138 � qn � WST BE DRAWING NUAfBER Su-09-001 O (09_29-08) 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GIRDLING WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL. TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER --- - L APPROVED GROUNDING TERMINAL. BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ Ht JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B NOTICE: THESE SPECIFICATIONS AND DRAwINCS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS AT JACORIALS SENARE MANUFACTURING INC. SUCH MATERIALS ARE FRONDED TO THE RECIPIENT FOR SPMC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FRDM OTHERS. uKATIIV nT: S.A. uAlt: 6-6-94 Nev. LLI ILN DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: 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 WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JAC 0 B S E N HOMES THESE SPECIFICATIONS NOTICE: AND DRANINGS ARE DRAWN BY; S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ��jj��jj ORIGINAL, PROPRIETARY, AND CONFIDENTIAL M„❑ P.O. B68 BOX 3 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONOED TO THE LIGHT FIXTURE INSTALLATION - DRAWING NUMBER: SU-09-0030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 RECIPIENT FOR SPEGFIC 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. 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 0;;F-1 P.O. BOX 368 FLORIDA ❑❑❑❑ SAFETYPPHHONE(7 HARBOR,) 726 1138 95 NOTICE: DRAWN BY: DATE THESE sPEaFIGAnaNs AND MANNGS ARE D.M.T. 3-22-95 0INNAL. PROPRIETARY, AND CONFMTIAL DRAWING TITLE: M AJERIALS OF JACOM MMUFACTUPoNG PLUMB. CON. dt GAS TEST M SUCH NATDRALS ARE PROVDED TO Rf KEPT C%F RAL AND FRROOM MW BE OHMDRAWING NUMBER: eH-11—O00� �D9-29—OS\ 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR -OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER DRAINAGE SYSTEM TEST A LEAK IN THE SYSTEM THAT REQUIRES MUST BE MAINTAINED FOR AT LEAST 15 HEATER, AND CONNECT TO WATER HEATER. 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. ❑❑❑❑ JACO BSEN HOMES xO S AND TNESE S�EaFICAnoNs AND DRANINGS ARE DRawN BY: D.M.T. DATE 09-29-08 REV LEVER: DOD] P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MAI AI, OF JACOBS AND UFACTMNGONRDENTAL ING Al MALLS ARE PROVIDED SUCH INC.�. sua rrATEPoxs ,� �� � � REMM FOR SECCC MOSES AND WM BE IDPT CatFlOENnAL AND SEOV HN DIM DRAWING TITIE PLUMBING TEST DRAWNG NUMBER: SU-11-0002 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING I Dil DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL I ORIENTATION / USE SAN. TEE I HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION (e _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE. . BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP . = 1 1/2" DRY VENT O = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - - = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. 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. ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS NOTICE: AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑S❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑®e❑ 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 i (1) FIXTURE DRAIN W.C. DROP i 2" 3" Q 2" O ALT. VENTEDC. 3" / TYPICAL 2" DROP D � INDICATES BOTTOM / 3 / 3" OF HOME i 1 1/2" DRY VENT 2 (SEE ALT. FOR UNVENTED OPT. WET VENT i CONNECTION) Qe112 f- INSTALL FULL SIZE W.C. DROP CLEAN -OUT IF SLOPE 1 1/2" IS BETWEEN 1/8" k 3" R FOOT i USE OD IF CLEAN- 3' 3" OUT IS NOT NEEDED Q OB3"3,. Q / MINIMUM SLOPE 3„ 1/8" PER FT. i WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT 1 3" TO ON SITE DRAIN CONNECTION Q FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) © HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS / 3/4" DROP FROM i WATER HEATER i 3/4" DROP / SECTION 3/4" ELL �3/4' THREADED INLET i i 3/4" TEE AND F3/4" THREADED 3/4" ELL FRESH WATER INLET FOR NOTE: INLET -FIELD SINGLE WIDIFS AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDFS 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: _ MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET-UP P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: A PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS.- SU-11-00O5 00 45 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER �'nI .. UI\UJJ U YLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY �- WATER CROSS -OVER 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. ❑❑❑❑ J AC O B S E N HOMES NOTICE:SAND DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 A ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONHOLNNAL DRAWING TITLE: " P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER H ❑„❑ 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 ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRETYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONRDFNTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWNG TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑„❑ P.O. BOX 368 INC. SUCH MATERIU ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RE RENT FOR SPECFIC PURPOSES AND MUST BE KRT CONFIDENTIAL AM SECRET FROM OTHERS, DRAWING NUMBER: SU-13-0001 (09-30-08) 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS. SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE o p 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE . AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY Fitting or A) SLIP DUCT OVER FITTING AT LEAST A)" FOLLOW AS DIRECTED UNDER 'CONNECTIONS' Coupling THREE INCHES. BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO Band Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UN11L ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED L_ HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) — PRESSURE IS ASSURED. SEE PRESURE 3" C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR Duct DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A�SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE o 1 1/2 INCHES. NOT TO EXCEED 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). ❑❑❑❑ 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 MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PRONOEO TO THE MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: -• - SU-13-O01 O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST HE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 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. JSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE R.R. I 01-21-00 ❑❑�❑ [ED,�❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DRYER VENTING ppp P.O. BOX 368 INC. SUCH'MATERIALS ARE PROVIDED TO THE ELECT. CLOTHES ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 - KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0001 .so ; SITE INSTALLED WATER HEATER PAN DRAIN - IMPORTANT — SET—UP OF THIS HOME REQUIRES THAT AN ON —SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ DRAIN THROUGH FLOOR__' � AND BOTTOM BOARD SITE INSTALLED DRAIN y PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'—O'vO.C.vMAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. ,-1 (SEE DETAIL 'A') ,,IINSTALLED EN FACTORY BETWEEN AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. JACOBSEN HOMES NOTICE:* „� sPEaFlCAnoNs AND DRAWINGS AMM.T. nT: lAlt 03-08-07 �Y. �I ILIC P.O. BOX 368 MGNAL. PAOPWMY. Am cmmufw MATERIALS OF JACOBSEN MANUFACRMG DRAVANG TITLE: W/H PAN DRAIN B ❑„ 1100 SAF 95 (27) 7ORID NC. SUCH MATET�AI.S ARE PWMM TO THE � "OHM oRAwLNc NUMBER- PHONE 138 V �Pg FROM SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT ❑❑❑❑ NOTICE: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEDFlC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 52 i VENT CAP DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15-0002 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 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS MID DRAIMNGS ARE MUM, PROPREGRY, AND CONFIDENMAL YATEBiC. RIONFALs AT JACOBSEN MANUFACTURING SUCH YATERIMS ARE PROYIDFD TO TIE RECF�Nf FOR SPEaHC RUM AID MUSE BE 10T CUENIIAL AM SEaU FROM OTHERS. DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: Q IVl (1 O-OS-OS ) DRAWING TITLE BOTTOM BOARD P-TRAP ACCESS DRAWWNG NUMBER SU-15-0010 0� 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) NOTICE: DRAWN BY: DAIS REV. LETTER: JACOBS EN HOMES %ESE SPEGnCATIONS AND DRAWNDS ARE C.L.Y. 3-21-95 ORICL4A4 PROPRIETARY. AND CONFIOENTWL DRAWLND TI ❑„ P.O. BOX 368 VATERALS OF JACOBSEN NANUFACTWNC ' HANDLER CROSS -OVER SAFETY HARBOR. FLORIDA 34695 KOKNT F RAgE� Fvao Np jZt�BE PHONE (B13) 726-1138 IVT CWKNnk AND SECRET rR N OMM DRAWWD NUMBER SU—AC-0100 1 55 - . NOTES 56 all •moll'