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HomeMy WebLinkAboutSet-up Manuel Rev-07-14SET-UP MANUAL �ACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from 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", (A.) BLOCKING REINFORCED WITH WELDED WIRE MESH. 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 CONSTRUC11ON OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B•) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8' IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. JACOBSEN HOMES Am NOT1�+►�+ BY DATE REv LETTER ,I� T1� ,,,� DRABpa ,� O.A. 11-21-06 oRICNAI. PROPR£TA". Am =FUBmk DRAvmG TITLE: B P.O. Box 36a MA79DU OF MCOM MAl"IFACIURNG ILJW NQ SKH WEAIMS ARE PROYUFD TO TFE MANUFACTURED HOME SET—UP SAFETY HARBOR, FLORIDA 34695 FENW FOR SWX PBRPM AID WM BE DRAIMNG NUMBER PHONE (727) 726-1138 IFPT COMM AM SE3V FROM OBFRS SU-01-0001 (10-08-08) 1 MAIN I'm omm Im,RiJI1ED'YN(Sid ►1111E R PER CAPPED VIN SOD CdIQIEfE BLOCK (IBL 4' T} m Er X r X lir CELLED MMIOBtY BlOdfS� WBE as CELLS VFRIm SM TABLE I Fat PER ME Sm AID SPACING SPE181=IS (PACE 11) (SEE S1)-4A FOR 16 X 16 PRECAST PER PAD SPAM) SEE NOTE it.— DETAIIoS "A" AND "B" b REIM ALL ORGANIC MAIERIAIr" AND PWE PAD ON STABLE SOIL 2� MOW ITtOE;f WE PER LOCAL CODE BEGIN S MIS SEE NOTE 02 DETAIL 'A' MOM VARES IM MAK ALLOWABLE SOIL BFAiiD1G) X-D= SIM ATIAM-\ m RiDt,E BEAM 00111100IS ON EACH SECTION TO BE CC NffCtED 10 A DOUBLE HEADED M WR SE NOTE j4 DOE HEADED SEE NOTE #T i SIM Y mmmm IN Pow TREATED UAW NOIE i11) CAPPED 1W1DI Sam REIE IM (IIDI. 4• TIW ET• X B' X Ir MLM MASONRY BLmis 11111 ao M S VBi m (SEE SE M it�FOR MAK PER EFLM AND -M TAKE FOR PER F0070t S M AEA SPACING 9901CAIM (PAGE 10) REMME ALL ORGANIC MAIM AND nACF PAD ON STABLE SOL EELOWY FROSIIlltE PER LOCAL. ,,.� W �� CODE itEgIBtBETIlS SEE NOR p DETAIL 'B' \SEE WIE 12 OE11510t VANS W IH MAX AUOWE SOOL 0Q 4669�sspap9 • No m � JACOBSEN HOMES Liqlro P.O. BOX 36B SAFETY HARBOR FLORIDA 34695 PHONE (727) 726-1138 m• o� ®®a TATE OF o A DRAWN ROM 1. 36' MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54' MAX. PIER BLOCK DRY STACKED AT PERIMETER do MATING UNE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A UCENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX FOOTING DIMENSION DIVIDED BY 4.(BUT -NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (ic') = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8 PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24' OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL•, ETC.. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS, WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHIMS MUST BE MIN. 4' LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY Revised Dec 17,2008 1NFP1"iNC. FEDERAL MANUFACTURED HOME CONSTRUCUON AND SAFETY STANDARDS O.A.-..- 09-07-93 DETAILS 'A' & "B° SU-01-0001.1 (12-15-OB) 2 10 At Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter laidewall area), and Mating Line ror Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL E POSLIRES, AND ALL FLOOR SYSTEMS (JOIST SIZE51 Maximum Spacing Location South Roof Load Zone (20 Pso 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4S65 8 ft. Frame 1520 2920 3320 Perimeter 2404 2844 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 41SO 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 Perlimeter Pier Placement 2714 f f' 0 CL -ell - Fzdei,a) rManufacuared r• i 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 often inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floorjoists 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 wincizones and exposures. 4. Also refer to SU-01-0005,SU-01-0005.1,and SU-01-0005.2 5. Refer to other details for pier and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATIONS ONLY. a. Tp�1/// PEIOSOS134 9 : STATE OF �fu V� , JJHII{Illlllll�tt� � I I 4] SU-01-0001.2 k:u ,� clflcW.11 I:`97Ulis.C%1;C!1 ' iiOT.1? 'ta'CLOII •a Jacobsen Homes Fnfuting Capacities 8 in. x 16 in. (single stack) pier 16 in. x 16 in. (double stack) pier Soil Minimum Minimum Bearin B Footing o Foting Unreinforced Unreinforced fa aciti p ty Si.. (fn.) t Area (in.) Maximum Footing cast -In -place Maximum Footing cast -in -place (Psi) Capacity (Ibs.) minimum Capacity (Ibs.) minimum thickness (In.) thickness (in.) 16 x 16 Z56 2,600 6 1,600 6 20 ■ 20 400 2,WO 6 2,600 6 N fl. 24 x 24 576 3,700 6 3,700 6 30 x 30 900 5,600 8 5,800 6 O O O .--1 36 x 36 1,296 7,900 10 8,100 8 42 x 42 1,764 10,700 xaa 4 30 10.700 10 48 x 48 2,304 13,100 not4 4 12 13,600 30 16.16 256 2,500 6 2,500 6 20 x 20 400 4,000 6 4.000 6 s. � a 24 a 24 576 5,600 8 5,700 6 O O 30.30 900 8,500 .raa 4 10 8,900 a an � 16.36 1,796 12,400 noa . 10 32,600 8 42 is 42 1,764 16,500 na.4 12 16,80D 10 48 x 48 2,304 21,200 xaa 4 14 21,600 12 16 x 16 256 3,400 6 3,400 6 20 x 20 400 5,300 6 5,300 6 G O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 xaY • 10 11,900 8 N 36 x 36 1,296 16,700 xoa . 15 16,900 xoa . 10 42 s 42 1,764 21,700 x,x. Al 16 22,700 nose 4 12 Ifi x 16 256 4,300 6 4,300 6 v N a 20 x 20 400 6,700 6 6,700 6 O . O 24 x 24 576 9,600 - 4 8 9,700 6 tf) N 30 is 30 900 14,800 x114 4 10 15,000 8 36.36 1,296 20,700 xa. 4 12 21,400 xaa 4 10 16 is 16 256 5,200 6 5,200 6 N 20x20 400 8,300 x,a4 8 8,100 6 O 24x Z4 576 11,500 xet.. 10 1.1,700 6 ..•S d'1 M k 1 30 it 30 900 17,80D nm. 4 1I 18,100 .M.a . - B 36 x 36 1,296 25,400 a• 4 14 25,900 r 10 ,F uY 16 x 16 256 7,000 6 7,000 6 ' s a' 20 x 20 400 10,800 na. 4 8 10,900 6 I4 x 24 576 15,500 xax 4 10 15,600 8 ler 30 x 30 100 23,300 •A 12 24,200 ore 4 - 10 1. The footing sixes shown are for square pads and are based on the area (in ), shear and bending required for the loads shown. Other configurations• such as rectangular or circular configurat ons, can be used, provided the area and depth is equal or greater than the area and depth of the square footing shown in the table, and the distance from the edge of the pier to the edge of the fooling is not less than, :he thickness of the footing. 2. The 6 in. cast -in -place values can be used for 4 in. unremforced precast concrete footings. 3. The capacity values listed have been reduced by the dead ,oad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8.0301bs. for 8 in. x 16 in. single stack block and 16.000lbs for 16 in, x 16 in. double stack block. 5. A registered professional engineer or registered architect shall propare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 On the frame (I-beam) a single stack block pier shah net exceed 36' high (see footnote 4 for maanmut tapacity) and a double stack block pier wnh interlocked blocks shall not exceed 67' high (see footnote 4 for maximum capacity). when installed along the perimeter or the -hating line a single slack block pier shall not exceed 54" as height (see footnote 4 for mnmcm capacity) Any piers that exceed the •siegltls specified it this footnote shall be designed by a registered professional engineer or registered arenitect. 7. Poured (cast -in -place) or precast concrete footings are appropriate for all soil types. ABS plastic footings (pads? shall only be used in accordance with the pod manufacturer's mstrumons and must be certified for use in the sod classification at the site, listed and tabled for Ilse required load capacity. 91, 4N t( a SU-01-0001.3 0 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE ODES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS BLOCKS #3 MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS BLOCKS #4 MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDI1IONAL 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 ODES BLOCKING IS COMPLETE. 9. FOR MULTIPLE ODES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT 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. ❑❑❑❑ JAC O B S E N HOMES NOTICK- AND TNET�E SL'ECIRCAnOlIs AND DRANIHG'S ARE DRAxN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑;;F] ORIGINAL, PROPRIETARY, AND cowDERnAL MATERIALS OF JACOBSEN MANUFACTURING DRANING TITLE: MOBILE HOME SET-UP 2 n �, P.O. BOX 368 TO %M WM ff r/- ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE PHONE (727) 726-1138 i�FOR AID ID PT CUFDBM NO MOST FROM onus. DRANiNG NUMBER: (09-30-08) l 5 J SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 ,,,,,—SEE NOTE #2 NOTE #1 I NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #7 SEE NOTE #6 Lei Ar 11v1" rry JLL NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑■❑ORIGINAL. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING ❑„❑ P.O. BOX 366 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0003 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES MO MUST BE KEPT CONFIDENRAL AND SECRET FROM OTHERS. 1p I G 6 SEE NOTE #7 SEE NOTE #6 2 1 All lie NU 4 2 SEE5 3 1 NOTE #6 5 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48° AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE i FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES ❑❑�❑ ❑„❑ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSE:N MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE REOPIENT FUR SFECM PURPGSES AND MIST BE KEPT CONRDEHTIAL AND SECRET FROM OTHER& DRAWN BY: S.A. DATE: 6-6-94 REV. 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RE UIRE M 'I (APPLICABLE TO ALL IMPERIAL AND OR8 COTTAGES +KITH 184, FLOOR.0DTHS-SEE FL-01-MO9.2) ON SITE PERIMETER BLOCKING O.C. SPACING 16 X 16 PIER PAD 17 X 25 PIER PAD MIN, '1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/'VATELINE WALL 48"/24" 64"/40" 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# ' see �d� ��G E Rf $�•,•/� �oeo No 454 : 1 .00. • STA E OF ��+w4 0�i fr.•. 0 R r 1 V�` ae�, S / 4 ALL j�lNDZONES ALL EXP05URES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY 00oAMay 07,2009 fNC.. FEDERAL IIANUFA,CTI1REp NOIIE LONSTRIIGTION Atlp SAFETY STANDARDS 110T1O4 - — — - JAd0B6EN HOMES ����►> � .T, os-o2-Ds a, nro�[rlir>; wt pR ntlF, P,o, 9OX 368 � , jto s wAcWwm o ADD. PER, BLOCKING RE4LNREI�EHTS SAFETY PHONER(H 27) �DRID IA�,T+ss5 T'� * uP " 1� R SU-01-0005.1 9 PERIMETER BLOCKING FOR 150" (139-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] [IMPERIALS AND DELORD 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-01-00051 (SEE SU-01-0005.1 FOR 104" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005.FOR 1B4" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] NOTES: DAPIA APPROVAL 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIM 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 CAPAa7 ES SHOWN ABOVE 3. ALL OTHER REQUREMINTS ARE TO BE ADHERED TO AS SPECIR D IN THE JAOOBSfN HOMES NSTAUATION INSTRUCTIONS. I L u '>] o MAR 19 2014 � O a c n" Federal Manufecdnd m Home Construction v And Safety Standards JACOBSEN HOMES NOTICE: TM>EFICATMAIJDMANCSA DRAWN ' DAIS 11-1s-2011 REV. LETTER: awa+a. PRCPFiEiAR1; AND coN�nExTIA1 MATERIALS CF JACDBgN YATAIFAC%Q& .YOUNG DRAWING TITLE: P.O. BOX 36B NC. SIGH YAKS ARE PROM M PERIMETER BLOCKING IMP —DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 liFl�Oif Fdi S7'�C R1P06T:S Alm N1Sf BE ICFT CMFMDITUL AND MW fl= CiHM DftAINNG NUMBER: SU-01 —0005.2 03-19-2014 L i 10 • a 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 hh, FOR SPECIFICS COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE UNE) 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. JACOBSEN HOMES E P.O. BOX 365 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: MM SPEC UTDMS AND DRAW= ARE MMM. PROPRETARY. AND COMRD n& MATERWS OF OZO&SfJI YAM EAMOMi IIC MW MATFFMNS ARE PROW= TO ME REMENT FDR SPEOFIO PUi'MB NO MIST E IVT OOlFS Oak AID SEQET FROM CRIERS 11 M.T. DATE 05-20-06 REV. LEM B (Ds-w-12) .00KING (PIER) LABELS SU-01-0006 41 ADDITIONAL RECESSED PORCH BLOCKING (THS awn 5 IN ADOIAOH TD BloaQllc REOIAl:ED IN THIS YAIIUAL) 61' IIAX 61' VAX. SEE DETAL 'A' SEE DETAIL TYP. RECESSED PORCH ADDED I -BEAM IIIIDER EXTERIOR PhR UHU ADDED I-BEAY RECE55fD PORCH REOU6tE PIERS SPA® 6 r O.C.' MAX TYP. PORCH POST %AND mmo AT PORCH PO615) AS www" 64' Ot MA L PIER SPAaNG AT MARRIAGEIVA(1 Mom DISTMXE BETtm EDGE OF PIER AND EDGE or PORCH POST MAY HOT EXCEED DEPTH OF FLOOR JOIST (510) 5 1 ' ma TYP. PORCH FLO&M TV. PO O FLOORNG �` PORCH FLOOR JOIST. DOW FORM PERIiETER RAIL `�` (2) 2 X 6 PT X Ur UK lE-DOtYIJ STRAP � EMBED B�D12 TV. (SEE O11R DETAILS) PORCH �'�TS tYP. PER (6' X a' 1161 16' X 16' UK PIER PAD CROSS SECTION VIEW Al TYP. PORCH POST TYP. PORCH ELOOEDHc �-� PORCH FLOOR Off (2) 2 X 6 PT X 18'•ML ENIDGED RETKEN 2 PORCH FLOOR. JOISTS LONGITUDINAL VIEW A2 DETAIL 'A' USE MAIL r Of[Y In OUI816GFR IS ON FLOOR JOIST NECTLY ums PORCH POST I — -- PER UNDER ADDED I -FAN I. TV. FORCt( POST I PORCH FLOOR JOW DOME PRCH PERIIQ O RAL��2Xa PIX 16'tO!LM DENU 2-.TYP. rlpoRm XE-DOW STRAP Rm JOISTS (SEE OTHER DETAILS) e X 6' x 161 16' X.16" YOI._ F 8 PAD CROSS SECTION VIEW 1131 TYP. PORCH POST � -NDX DISTANCE EVEN VEN EDGE OF TYP. PORCH TtDDR1KG��Iir• PIERIAND EDGE OF PORCH POST PORCH FLOOR ,10I MAY KOT E1T0 5 11r (28) Z X 6 Pf XEN �Mel� TV. TE-DOW STRAP PORCH FLOOR JOSTS (SEE OTHER OETAIS) r 11 LONGITIUDINAL. - VIEW 132 DETAIL ' B' al •ogl6iEl���� •••'T1F1•• �'r+e �� C'r1 • y Y,IrN.,1rr.R,./1L i HD� L ANDONAL BLOCIOIIG REOUM AS NO01111 ABOVE (USE Ik X IC PEA + z 6�' Wit. �. i APPROVED BY 1 2 PADS OH 1000 PSF SOL CAPACITY) " LOWE BlACJ0f16 UKOER Mum JOIST OR WnW S 1/2r q END OF IC O.tA = 0. 4 � '" Dec 13,2006 1 PUmM eLW= a RE011R£D UNOM PORCH AT EACH POST (61- O.0 MAX) : (Z � � a ' I N �. 4. A00 =X BLOOD 19*= AS WDUYW ABM WIDER CEHM of mm FIDU � � y 1 �{ � Q � � FEDERAL MMIUFALNIEO IIDYE CONSIRUCAON MID SAFELY STANDARDS (64• at MAX) • OW REOM BLOOM �• y•� ••: OP.I�,p..: 6 FBEJW AT PORCtI/F7(1EAIOR WY pEFERFOR 9ff FROM WUN NauSE F-BFAY.; �'► t� ��� I • : ter'. L� � `EC '►1� JACOBSEN HOMES NOGCP« si wawam1,mAm wAum m "%, Y..WE R.R. 11-28-66 F>iY IETWF P.O, BOX 366 awalk. FWWTM% " awmak CASM W- sm UAMVAS w r OF 000W �' To W DRAWM PILL ADOiT10N CJ �ED� PORC1i BLOCKING SMM HARBOR. FLORPA W25 PHONE (613) 726-1136 A1LE1m m ""M Af0 MW FE an omfou rin lw SIOtLi Bta1 oR1QS CRAW NUMBER: SU-01-0007 7 b John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: r 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 `b DOFO,rot. John 7Doeden, P4i3E 454 15133 Goshen, -IN 46528 Phone: (574) 825-76% 0 . � T�`T � 4 F • ;" . (� s 4. 0 R 'ONAI yS " 13 ATTACHMENT TO HOST BEAM ATTACHME14T MAY BE FLUSH WITH HOUSE HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN UEU OF "FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) ALSO MEETS VANDZONE - III EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051. E) OS RoOF C 20 10 PSF D.L NDS01 MOTES a Inttx�AVY NY/d� �ij� UANIA APMVAL' . v `�....... �fy 1. HOST BEAN INSTALLATW IS FOR ON -SITE STRUCTURE ATTACHMENI: w: �,� , c�iirl�+; ��i �, APPROVED BY 9 VADE MAX WIND ZONE 2 OR 12.11PH Ems. B SITES. '%� `r� f� 16' VADE MAX WIND ZONE 3 OR 14OMPH EXP. B SITES ;' 19 C;;+: ;4� os ON A il Ian 20,200 - 2. MIN. BRACKET LOAD .CAPACITY FOR WRIICAL TIE --DOWNS IS I V C. 24501 WIND ZONE 2, 29601 VAND ZONE 3 ( / I �J �F FEDEM UANUFACFURED HOPAE 3. WALL FRAMING IS 2 X 6 SPF j3 IC O.C. +� A 1 '. b CONSTRUCTION AND SAFETY STANDARDS 4. 48' O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE `� F �0F;'.�`3-'`` JACOBSEN HOMES n-m 3nonc►NTAM.-TIC 1 '� Y D.M.T. DArt 01-10-07 LET>ER CRiMAL PROPRIETARY. AND 00419 TITIAL DRAMNG 117ILL YAIDIWS O1URllIC P.O.Or 4%CCSM M~AL BOX she ,_ SI „AWLAU „M PROWDED 0 ATT. TO HOST BEAM SAFEPY HHAR(8M. FLORIDA 34695 � � m" DRAWNG HUNSM. SU-01-0008 4 d i A 14 a i BLOCKING FOR TEMPORARY 'SET FLOOR SYSTEM MUST BE LEVEL SINGLE WIDE UNIT MAIN I -BEAM HEADER PIER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI —WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN [-BEAM MATE LINE 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. ❑❑❑ JACOBSEN HOMES xoxici� THESE SPEdflCATR1NS AND DRAYMiGs ARE MMA. PROPWETARY, 00 OM M U& ❑ „❑ ❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 W_ SL WOOLS AI d a AM ROMEMMW,M 7HE RIC. Sldl YATFAIAIS ARE Pi01�ED TD TFi REC 01 RIR SUM N1RPM AND MAT BE K PT MONK NM WU FROM 01MM 15 HITCH HITCH D.M.T. I DATE: 10-10-08, TEMP. BLOCKING R' SU-01-0009 v BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER MUST NOT EXCEED 1/2". (THIS APPLIES TO ALL BLOCKING.) ❑� JACOBSEN HOMES �I P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: UHAWN nr: THEE SPEWCATIONS AND DRAMINGS ARE O.A. OWN& PROPRIETARY. AND CONFIDENTIAL DRAWING 117LE. MATERIALS OF JACOBSEN MANUFACARNG INC. SUCH MAIM" ARE PROVW TD THE RECPENT FOR Wm P116M AND YUSE BE DRAWING NUMBER. KEPT CdfOWK AID SEW RN OTHERS 10-17-08 BLOCKING NOTE SU-01-0010 i i 16 6 a 16" X 16" PIER FOOTER SPACINGS* MAXIMUM 1-BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 39" 62' 86" 110" 134" 157" 144' WIDE FLOOR 33" 53" 73' 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121' 184' WIDE FLOOR 26' 42' 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6- OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE :.;. REQUIREMENTS 4° TYP 7" OR 8' TYP 30' MAX (TYP) X - X Q Q NOMINAL 16" X 16" SQUARE PRECAST CONCRETE FOOTING � 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES 'WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. p REF. CALCS. E GyA- - U �j� C�,S, G2 ,,�T11t111111g1ff/ NOTES: EN` v .. DAPu APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES ZES A ?` No. s APPROVED BY SPACINGS,910334 •; ON 2. START 1-BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END �e� '* ' OF THE HOME AT EACH I -BEAM. AND MAXIMUM SPACING SHOWN IN THE CHART A804E FOR FULL LENGTH OF HOME �O STATE P INC 3. SEE OTHER DETAILS REOUREMENTS AND MAXIMUM OPENINGS •'• P.� •�� FOR PIER / fEDERAL MANUFAMRED HOME AT MAIING LINE OF WLIIPLE WOE HOPES. ��� �s r�SfRtIC- j��OS 4. SEE OTHER DETAILS FOR TtE-DOWN REOUREIIENTS. JACOBSEN HOMES THESE v=xA=m ' IBA ARE BY: M.T. OATS 2-8-99 REV. LETTER DRAWING TITLE: " x 16 PIER SPACING P.O. 80X 368 a=01. PROPWAW. AM 02fWIAt MAIEN4 LS OF .NCG85EN MMMACAWMtC ,. SAFETY HARBOR, FLORIDA 34695 IC SM� � ,�0,M K OSi110mm." SEAT nwe omm �� � SU-01-0020 PHONE (727) 726-1138 No 17 ALTERNATE MAIN BEAD PIDR� pr x r x 16' T f TE VW*BLo XO (Ip 4TAR 0 OIQI1 REOtIrRED) �L aeea`. P�RE3NE UEl Y �F�t �'`• ae`` e SZE a t H 4(SEE a ,e CAPPED am I IDI ti e00%Saoe000v'r, ®0® G. D Qzg x BTH MLS%w A 00 O mnacs SINGLE STACK BLOCK PIER � °° iCE�S ° eF ��� No 45484 Ei�000�CAPAOTY-SEE k0 o ro STA OF �.-Li a �. NAl'WES�IAE TIEAGYT$ TAI(T�Aip[OR e ®BBOgddBBi®9T,0e0 ..,,..,, � tlgO F�Qt • \ 4 x SIZE (SEE i PIER CAPPED OTH MOM TREAIED UAW (SEE NOTE ) B° x 0, x le ma VAS* BLOOtS OTM (REN tEuS %ERKAL DOUBLE STACK BLOCK PIER IW A CAPAW (SEE kOlE d & 12) I It x le MILO* CONCRETE MOOT IS S+I* ET l if NOT Ex®10 TOP TO BO OF TIE PER 8' x r x 1r TTO o MhCREIE SLOW AM SH* Hp IIAL MIS TROY THE TOP TO IRE BO OF THE PO DUST NOT EIM I ff. FLOOR *DTH MAX. AXI U I—BEA PIER SPACING (CONTROLLED BY PE.R LOAD CAPAC11*S) 48" D.C. 72" O.C. 96" O.C. 120" O.C. 144 *DE FLOOR 2428 LOS. 34M In 4548 LBS. 5608' IBS. w *oE FLOOR 2661 LBS. 3838 LBS. 5014 LBS, 6191 LEIS. I&- DE FLOOR 2961 LBS. 42W LBS. 5615 LOS, 6941 LBS. PIER LOADS INCLUDE Wt-Ic;fTT OF PIER UP TO 250/ - ADD DIFFERENCE %HEN PIER WEIGHT IS GREATER., NOTEt UNIT *DTHS *(CLUDES A 6' OVERHANG DN BOTH' SIDES VA4UV, REF CALLS. (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSI') t XS0-01410 FOR PIER SPA" rEN 16' x 16' PIER PADS �IEN HSi�G le le EDUAL Aj PAPIER ADSO CAPA A THEY T BE USTEO AND CER TO EXCEED OR BE PIE $ #0 U* FIER PADS THEY MUST BE LISTED ! CERTIFIED TO EXCEED OR E" 44 PS CAPAOTX 3. START I -BEAM PIER SPAC14 24' FROM EACH END OF TTE H AT EACH I -BEAM AND VAIAW SPACM 9* IN Ttf CHART ABODE FOR FU . LENGTH OF 4. ANY PER HEIGHTS AWK 670 IATST BE Bs:9dp BY A RE OR AWGTECT. Tj CAPS VIST li SAFE LENGTH AND #DTH AS THE PIERS 04 #9M THEY REST, 6, IO ATE 4 =T> n wchCAPS 2 OR 4 AbpNO' 501m CONOEETE am VAY �ARDT{pm ONO ON ; III ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY 0100.0 Revised Oct 17,2008 N P INC. FEDERAL NANUFACTURED HOME COHSTRUCMOH AHD'SAFETYSTANDARDS JACIOBSEN DOMED nasf 94Cn No dm °RA" V. O,A DATEt 2-8-99 REV. LETTER: PBORIEur1X P.o, Box m �T��00� � G nTLE, ALT. VAIN BEAM PIERS SAFETY HARIMR, FLOMDA 8E726- PHO* (72SU-01-0021 (1) 71 1138 emE ono G 0-09-00 F-- 0 18 e P u MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: oRAx1Nc TInE:MIN. HOME SET HEIGHT E0000ME01JACOBSEN P.O. BOX 368 HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROMDED TO THESAFETY RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-01-0022 PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ. IN) MAXIMUM I -BEAM PIER SPACING I 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" 1 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LEIS '--3556 LBS 4444 LBS 5333 LEIS 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 •o INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: ' :� DAPIA APPROVAL• U ;'c( j'; ; TY- G� FOOTINGS SPECIFIED INTHE JACOBSEN HOMES SET-UP MANUAL. "� 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. ; •{1 : ��y' A 4 i� �^� t '• OCT 9 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �� rr. �~� : ' ' r` • INA HOMES INSTALLATION INSTRUCTIONS. , ,31 •; :•. r-........ INC 4. MAX PIER SPACING B' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10" OR �• . 12' I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME ICIION AND SAFETYSTANDARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CWDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE—FAB. 16' & 18 1/2" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1130 RECIENT FOR SPECIFIC KwWs AD Must BE KEPT CONRAN DENTIAL D SECRET ROM OTHERS DRAWING NUMBER:Rd SU-OI -OOZ3 4 20 0 16" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE.NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•- 43" 68" 93" 117 1/2' SEE NOTE q4 SEE NOTE y4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS' F 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144" WIDE FLOOR-- 54 1/2- 86" 117 1/2" SEE NOTE #4 SEE NOTE y4 SEE NOTE K4 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 y4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH -- INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS 'SEE PAGE SU-01-0021 K /o 0 NOTES: EN �y�• PR�Lq DAPIA APPROVAPPROVAL�.� 1 WAY BE AN ALTERNATE O THE CONCRETE O��� C- ry - (4.0� C MANUAL FOOTINGSRICATED SPECIFIEDEIN THESJACOBSENUSED HOMESSSET-UP N ' 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE f 91033 •� APPROVED VEED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM * = ..`�s^.V PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO -AS SPECIFIED IN THE JACOBSEN �•s - A.•. STATE co :' QCT i 1_w HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10OR .� 4,: z �� ' •� o�; ` INC. . 12' I -BEAMS (24' MAX. FROM ENDS). �• EDERAL MANUFACTURED HON1E 'DATE: � JACOBSEN HOMES NOTICE: + ++4L THESE SPEOnCATIONS AND DRAWINGS ARE 4BY: D.M.T. - 09-22-01 REV. LETTER. DRAWING DIE. PRE-FAB. IT X 22" $ 20' PIER PAD SPACING >" P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF ACOSSEN MANUFACTURING W_ SUCH MATERIALS ARE PRONDED TO THE _ SAFETY PHONE(813)F726'D11384695 KEFNT FOR SPECIF CORTIODM&LANO SEW MIO FROM DRAWING NUMBER: SU-01-0024 21 1 17 3116" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 /Q 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 y4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 144" WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE: NOTE y4 160" WIDE FLOOR-- 54" 85" 116" SEE NOTE q4 SEE NOTE 14 SEE NOTE y4 184" WIDE FLOOR-- 47 1/2' 75" 1112" 1 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER' SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR•• 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE b4 SEE NOTE A4 SEE NOTE #4 144" WIDE FLOOR- 81' SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR•• 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 1B4" 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 VADTHS 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 EN P OV �i„;'!;� .� P •'1�TL•; .;:.�- :' !� •' DAPIA APPROVAL• SSE CkL,GS, P!- �6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. :•¢� Na• ti TY_ (A},03` ('i� PER THE 910334 BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED ; PPROVED MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM a,.•m - � PIER CAPACITIES SHOWN ABOVE. TO AS SPECIFIED IN THE JACOBSEN '� '• STA � ' 4 zEMA Or' 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED HOMES INSTALLATION INSTRUCTIONS,�0�'• •' �� �` WITH 10' OR •• Q �t:�'l • �.y C^INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 16 FOR UNITS s 12' I -BEAMS (24' MAX. FROM ENDS). EDEDHOME D H JACOBSEN vOME�' NOTICE: THESE SPEOnCATIONS AND DRAWINS ARE DRAWN BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TILE: PRE-FAB. 17 X 25 & 24' PIER PAD SPACING P.O. BOX 368 ORIONAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF 44COOSEN MANUFACTURING NIC. RICH MATERIALS ARE PROVIDED TO IIIE DRAWING NUMBER: SU-01-0025 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 REGMT FOR SPECnC PURPOSES AND WSt BE KEPT CMADCNTML AND SECRET NROM OTHERS 22 - 23 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 ya SEE NOTE y4 SEE NOTE ya SEE NOTE ya 160" WIDE FLOOR•. 8741/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,73E 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 A OVrAP A APPROVAL•oNTES:9.�SF:1. PRE -FABRICATED PIER PADS MAY BE USED ASAN ALTERNATETO THE CONCRETE;EN SET-UP MANUAL. .� � G k�C ••,, f g 0 f0011NCS SPECIFIED IN THE JACOBSEN HONES �� _ T Yr i , C. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 910334 � APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �t • s� .tl ••, $"1�%\T`E � :•� ? Fes••, wra go .� OCT HONES INSTALLATION INSTRUCTIONS. �� � �"� ��`� i���• a. MAX. PIER SPACING 8' FOR UNITS W1TH 8' I -BEAUS / 10' FOR UNITS WITH 10' OR 17" X 22" PIER FOOTER SPACINGS* {_MIN. 374 S .IN) MAXIMUM I -BEAM PIER SPACING N07E: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WADE FLOOR** 58' 89' 120'*a 144' WIDE FLOOR** 50' 76' 103's** 120'*** 120'*** 120'*** 16V WIDE FLOOR** 45' 69 1/2' 94' 118'*** 120'*** 120°*** 184' WIDE FLOOR** 40 81' 83' 104'*** 120'*** 120'*** MIN. PER CAPACITY 2597 LSS. 3896 LBS. 5794 LB& 6493 LBS. 7792 LBS. 909D LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 PO PAD (CO> 05 MAY E ROIRVDETJ) IYPm In FRAl1E I -BEAM ORIENTATION OF BLACK PLACED SYMETRICALLY ON PIER PAD " BflppBOABg oeo" �' C. Do "*oo® REF. CALC. PG. *tee °'""' , �o - C-S U - 19,01 NOTES: � � , :� e d DAPiA APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL _ o m / b o' APPROVED BY 2. THE PRE-fAERCATED PIER PADS ARE TO BE INSTRM PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM : o PIER CAPAd11ES SHOWN ABOVE s®��Sr`� ��CfOa� D0,2009 NIP L�•�p ®.4� .� \ ��' INC.I C 3 ALL OTHER REOUIRFJIQITS ARE TO BE ADHERED TO AS SPECIFlm IN THE JACOBSF21 ®® _(1 . o .. o o �' �� NDIMEs INSTAWInON INSTRUCTIONS f01V�t1..��0�� COOMSTIIURIOpFAXD SAFELY y7pp0AR05 � 4. MAX. PIER SPACING O' FOR UNITS MYTH 6 HBEAMS / 10' FOR UNITS WITH 10' OR ®JOgBdQQ0Igghee 12' F-BEAMS. (24' MAX FROM ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48' O.C. xo JACOBSEN HOMES „� ,�ATa �Am,� oIIw1�Ns AIII_ DRAWN BY: M.T. DATE: 11-23-09 REV LETiFR: OR IMIAL PIiOP MMY, AM CMMDM P.O. BOX 368 MATFAIAIS OF ' COM YANUFACTURNG DRAPING TITLE: 17 X 22" PIER SPACING SAFETY HARBOR. FLORIDA 34895 ME ' YATOiALS'.PROY1DfD 70 TFE RE�BI1 FOR MMFC PliPOSi:S AND WsM K PHONE (813) 726-1138 IVTCagRU M.MDSE13UFROM011= DRAWING NUMBER: SU-01-0027 24 l� 1/ PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE () LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 1239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708 tbs. 3428 tbs. 4148 tbs. 4868 tbs. 5588 tbs. 6308 tbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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 Lo 2500 164 sq. in. 207 sq. in. 251 sq. in. 295--sq.. in. 339 sq. in. 383 sq. in C\l MIN. PIER CAP. 2841 lbs. 3601 tbs. 4361 tbs. 5121 tbs. 5881 tbs. 6641 Ibs, LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. m 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. rlo 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975Ibs 3775Ibs 4575Ibs 5375Ibs 6175Ibs 6975Ibs LOAD SPANS w SOIL .BEARING.:` CAPACITY PSF 8'-12' 12'-1.6' 16'-20' 20'-24' 24'-28' 28'-32' Q .1000'. 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. ' . 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. Co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. Co MIN. PIER CAP. 1 3375 tbs 4295 tbs 5215 Ibs 1 6135 Ibs 1 7055 tbs 1 7975 tbs WINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: FIER CALCS. pi SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 1tFFFF ENpN`�ji� (�OVAIs�/� z DAPIA APPROVAL OPENINGS WIDER THAN 49 INCHES OSEE NOTES: 'O2 3Q . AND (a) UNDER TABLE I. PAGE SU-01-0040. `��� ,....... ryF! �i�� Q3 FOR ALL UNIT MADTHS USE 1n sgjn PIER FOOTER UNDER SIDEWALL OPENINGS. THAT `��� �iQ �tj�STFRF'• ��i� �'. APPROVED BY ARE 49 INCHES TO 96 INCHES MADE FOR OPENINGS THAT ARE 96 INCHES 70 144 INCHES, USE BEARNGPIER FOOTER UNDER SIf WALL OPENINGS.910334 Q NO• (MIN. 1000 PSF ; •T` FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER ��� SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) E OFINP INC. 05 �� '• ' HOME CHECK MAIN LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED CN YOUR SOIL TO DETERMINE THE VALUE. /w, �� �le, ' NO �� FEDERALMAJVUFACil1i1FA CONS FKTMAWSAF£TYSTOW= MAR 0 1 1999 JACOBSEN HOMES NOTICE THESE sKamArms An oRAwis 8.E.M. 2-6-99 'LETTER P.O. BOX 368 ORIGINAL, PROPRIETARY. AM OOtiIU m MAIOF .MCOBSEN MANUFACIIATWC DRAINNG 111L1r PIER FOOTER SIZING CHART n FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 INC.FWALS gJaT MA�� ARE PR0%W TO THE RECMT FOR SPEQIC RRR6TES AM VUST 11E IEPT CORfTOENRIIL AN SOM FROM 0➢= %1 DRAW NUMBER: SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM <ti n PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. S—O" MAXIMUM FROM EACH, END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 P62 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM nn PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0. ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615#) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 ' 1000 . AND 10'-0' ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500_ :.•' 2500 400, NOTES: Q1 ON MULTIPLE SECTION HOUSES. CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. Q ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. QS ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. — IN" v I I o Q No. s 910334 $TAT OF ; ,4 5 ALL ZONES ALL EXPOSURES 20 PSF"ROOF 10 PSF D.L. g F, 0 2- APPROVED EY INIIINC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 ig9g JACOBSEN HOMES nlEse saEancANOTICE:W •�11Nr1 IRRt�� DATE REV. LETTER: Twxs NMoRAmlcs ARE M.T. 2-8-99 ORMAL PROFMIARY• AND COFACExTIAI DRAWING TITLE: „ MANAIALS OF KC08SN MANUFACTURING P.O. 80X 368 we SUCH MAIERUIS ARE FR MG TO THE PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 RECRENT FOR SPECFIC AlflPOSES AID VAT eE DRAWING NUMBER - PHONE (727) 726-1138 WT c WMNTIAL AR0 SECRET FROM OTHERS SO-01-0040 • 26 MOBILE HOME SET-UP DIM. 'A' I DIM. 'B' ll�COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT -OF --THE'-ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE'WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ JACOBSEN HOMES NOTICE: TIONS AND DRAWINGS ARE THESE SPECIFICATIONS uKAmv tsr: A S.A. uAlt ' V l! C-C-nA JY KtY. LLIItK; ❑.❑ ❑ lmn ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE • ❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE COLUMN SUPPORT SPANS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1i38 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0001 27 SET UP NOTES (CLOSE UP) YOUR NONE IS EQUIPPED WITH A FACTORY INSTALLED NATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED _(NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS^TO^BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE—UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE' HOME'S. RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE—UP, SEE AD—FA-0025 (AD—FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE —IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN —INSTALL HOOK THROUGH BOX INTO LUMBER -BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN' THE.SET—UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET—UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) -6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES Nonca" � SEalxr►W6 AM MOM AMM.T. MATERIALS OF ACOBSEN MANUFACTURNGRIG DRAMRI BY. DATE 12-22-94 REV. LEM; A oRAwINc TITLE SET UP NOTES P.O. BOX 368 SUCH MATEMS AM PROVII0 M 7W DRANiNG NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 NOW FOR S IMM PI IPM ND MUSE E O11 M PHONE (727) 726-1138 KEPT COtlFKRAL AND SECIU hall 0) 23 ay„ \ 41ry. ,Ipp TIP EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I I I I AII, "0m � un„ � n� I 4IW. ayp. 'tl;ll^ +9u. 'ylli as / ,gINGLE ROOFING BY INSERTING FINISHING�COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. — COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP .END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFlCAl10N5 AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF MATERIALS ARE MANUFACNRING INC. SUCH YATEIUALS ARE PgONDED 10 THE EXTERIOR ROOFING CLOSE-UP H171AFEV100 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDENIIAL.AW SECRET FROM OTHERS DRAWING NUMBER: SU-05-0010 29 SHINGLE INSTALLATION r f-I , .�..,F,., .".�_... __....r.... a __�._.... ._.__... „ �O� n H to c0 SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 4. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. JACOBSEN HOMES �,�❑ P.O. BOX 368, 901 4th ST. NORTH ❑❑�� SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION C@ 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. STAPLE 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/1,6" 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 STARTEI, STARTER STRIP LAP SIDING APPLICATION DETAIL J A C O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE DRAWN BY: S.A. DATE 12-22-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: HE1EkJE1El P.O. BOX 368 MATERIALS OF JAWISEN MANUFACTURING INC. SUCH MATEIpNS ARE PROMDED Tp THE EXTERIOR FINISH CLOSE-UP SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECK POUR AND,MT BE KEPT CONFIDENTIAL AND SEORET FTDM'OTHERS DRAWING NUMBER: SU-05-0020 31 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16' X 5/8' X 16 GA. STAPLES. OR 1' ROOFING NAILS 6' O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND. AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED'TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. �0 JACOBSEN HOMES NOTICE: THESE sPECfflcenafis AND DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: P.O. BOX 368 DttAxslcs ARE ORIGINAL, PROPRIETARY, AND WNFlDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICATION n INC. SUCH MATERIALS ARE PROVIDED TO THE /H` SAFETY HARBOR, FLORIDA 34695 MFIENT FOR SPE M Rmr m s Am MUST BE DRAWING NUMBER: PHONE (727) 726-1138 IOPT COWDENRAL AM SECRET FROM Mn SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR -SLIP UNIT MULTIPLE WIDES) . I I MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I Imo— MATING LINE OF UNITS II SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS AT JACORIALS SENARE PROVIDED TO INGTHE RECIPINC. LENT FOR SPE= MATERIALS ARE FRONDED TO THE KEPTCONFIDENTIALNO POET F py pTH! �S unnmv UT: S.A. uAlt: 6-6-94 Ntv. Ltlltli: , ' DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 APPROVED BY iUt- ON 1 3 ! (NC. .r *e-AL9: Will- Mel. Tti'=='vtN11= 5tflr� lNstaaJ.kL�Orl sk� I 35 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS -PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" ❑❑❑❑ JACOBSEN HOMES ❑❑j0 ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA HONE)3 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 36 DETAIL "B" DRAWN BY. S.A. I DATE: 6-6-94 DRAWING TITLE: SHUTTER INSTALLATION DRAWING NUMBER: SU-05-0034 MOBILE HOME SET-UP TIFDOWNS 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 WALL 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 E OF THETANDING A ANCHORINGEQUIPMENT. OVERLOAD (4,725 POUNDS ANCHORING EQUIPMENT- (WEATHERIZATION) _ ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON 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 03953-91, 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 'SUCE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE ,SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL THIS CAN BEST. BE ACCOMPLISHED -'By INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE FMOBLE HOME ON E ORI IUSE VERTIICALLY, ATOTHE I CAPACITYLREQUIR DSFORETHESSTRAPPI G BEING IRED. THE RATT ATTACHED. MUST SE LIMED APPROVED BY INJUL 1 3 S4 INC S NOT APPLIED PRE7ENSION WNS TIE -DOWN ALTERNA ALTERNATELY ON OPPOSITE SIDE SI SIDES. THE HOME THE HOME MAYONLY. BE ON NOT PUL LD OFF THE SUPPORTS. ,mww„•%� , 7 .E • .,1 .lQa1: 37 6-6-94 ' SU-07-0001. 38 MOBILE HOME SET-UP (ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. HOT LEADS (RED & BLACK) CONNECTED TO MAIN NOTE: SEE BELOW BREAKER FOR SERVICE ; CONDUCTOR ; I SIZES II i i II GROUND (GREEN OR BARE) WIRE TO GROUND BAR NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES: CONDUIT DROP FROM HOME — EXTEND 1 /2" MINIMUM — 150 AMPty— TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT- NEUTRAL GROUND 150 2 NO. 1 NO. i NO. 6 200 (2 N0. 2 01 NO. 210 1 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER —CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" — 150 AMP OR 12" X 12" X 4" — 200 AMP ❑E[: JACOBSEN HOMES NOTICE: DRAWN BY: DA1E REV. LETTER: TNESE sPEc�lCAnaNs AND atAk1NGS ARE B.C.K. 03-30-12 ❑� aC WOW, PROPRIETARY, AND CONFlOENilA1. DRAWING I1RE �❑ P.O. BOX 368 MATERIALS OF MCOM MANUFACTURING SET—UP ELECTRICAL INC. SUCH YATEAIALS ARE FRONDED TD TFff ir�G�aa SAFETY HARBOR, HONE (813) FLORIDA 7261D 1384695PG19%a R E MUST S T)(tAWNG NUMBER: AND SEaU SU-09-0001 39 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. NO JACOBSEN HOMES 1NESE SPECIFICAITONS1ao DRAWINGS ARE '"" BY D.M.T, DA'E 05-25-06 OR MAL. FRO WARY, AID CONROENNAL DRAMING TITLE - MA TERIALS OF JACOBSEN MANUFACTURING P.O. BOX 36H WC. SUCH MMA� � PROVIDED TO THEELECTRICAL CROSS -OVER SAFETY HARBOR, FLORIDA 34695 REWW FOR SPEiiFC ROM AND Um BE DRANING NUMBER: PHONE (813) 726-1138 KEK CONMENIAL NO SEW FROM OMEM SU-09-0010 (09-29-08 ) 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'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. N0. 8 BARE COPPER 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. ❑❑❑❑ ❑❑N❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE 6-6-94 KLV. LLI ILK: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACDBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B RECIPDNT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT -FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE .THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES ElEIN❑ P.O. BOX 368 ❑❑❑❑ SAFETY PHONEHARBOR, ( 27)F726II4695 138 NOTICE: DRAWN E THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 42 DATE: 6-6-94 REV. LETTER: S.A. T FIXTURE INSTALLATION I. SU-09-0030 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE'SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS. TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A 'MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. . 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT°, AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. !E]EIEEI]EEll JACOBSEN HOMES ;;� P.O. BOX 368 ❑❑❑ SAFETY PHONE(HARBOR,) 726FLORIDA 4695 NOTICE: DRANK BY: D.M.T. DATE I 3-22-95 THEM SPECOCAUONS AND DRAWNGS ARE ORIGLNAL. PROPRIETARY, AND CONflDENiIAL DRANTNG 11T1E PLUMB. CON. do GAS TEST 43 PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: . 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JAC 0 BS EN HOMES x°TTAN: TNESE sPEaFlcAnaNs AND ORANINGS ARE DRAWN BY: D.M.T. DAIS 09-29-08 REV u I1ER: Hfd BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MQNAI PROPRIETARY. AND CONRDENIIAL OF JACOM MANUFACTURING-P.O. WQ SUCH M,�TMus ARE PRMW M THEPLUMBING REMM FOR S E PU805ES AM Mm BE KIPT CMfMTK AND SECRET FM OTfM DRAWING 11TLE:MATERULS TEST DRAWING NUMBER: SU 11-0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING I PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL I ORIENTATION / USE SAN. TEE I HORIZONTAL TO VERTICAL ONLY DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL I ORIENTATION / USE BUSHING I 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 0 = 1 1/2" DRY VENT 0 = 2" DROP O 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN - - - - = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE FITTING NAME: = 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. LONG .TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD . BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 Ht ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF MATERIALS ARE MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0010 45 ' MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED /� (1) FIXTURE DRAIN W.C. DROP / / 2• 3' / / D O 2' VENTED W.C. 3" 3 ALT. DROP / / / INDICATES BOTTOM 3" / 3" OF HOME 1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT W.C. DRROPOP O UNVEN/ CONNECTION) / / 3„ / O 3" D 1 3' TO ON SITE DRAIN CONNECTION 3" MINIMUM SLOPE / 1/8" PER FT. 3" / /� WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT TYPICAL 2" DROP / / 2" 3" 2" OA TYPICAL 3" O 1 1/2" DROP BO // / / 1 1/2- 1 1 /2" f- INSTALL FULL SIZE CLEAN -OUT IF SLOPE IS BETWEEN 1/8" k 1/4" PER FOOT USE O IF CLEAN - OUT IS NOT NEEDED FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y k 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM / WATER HEATER / 3/4" DROP / SECTION / 3/4" ELL / / �3/4' THREADED INLET 3/4' TEE AND FRESH WATER INLET FOR 3/4" THREADED (:1 F WIDES AND MULTI- NOTE: INLET - FIELD SIN1 THE TWO EXAMPLES SHOWN ARE INSTALLED WOES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR 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: ❑❑❑❑ J AC O B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑ 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. 46 3/4" ELL 3/4" CROSS-OVERS (FIELD INSTALLED) DATE: S.A. 6-6-94 DRAIN SET-UP SU-11-0005 LETTER: WATER LINE CROSS -OVER IIII L1I L,IIVJJ-UYLI\ (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED J TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEIPT. 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 0 B S E N HOMES THESE SPECIFICATIONS AND AND DRAWINGS ARE DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: WATER CROSS -OVER n ❑"❑ INC. SUCH MATERIALS ARE PRONGED TO THE /N\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-'I 1 -0020 47 MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP TYPICAL SUPPLY DROP REDUCER "Y FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT (AIR HANDLER, CONDENSER, AND RETURN DUCTS. COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑ ❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAXTNGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: A.C. CONNECTIONS ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING ^ / ❑„❑ P.O. BOX 368 INC. SUCH MATMALS ARE PROHDM TO THE DOUBLE WIDE ,/�` DRAWING NUMBER: SU-13-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECSENT FOR SPECFlC RRP O AND MUST BE IHPT CONFIDENTIAL AID SECRET FROM OTHERS. (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 (FOR LOW PRESSURE NOT TO EXCEED 2 IN. W.G.) o 0 A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST 1 1/2 INCHES. C) APPLY DUCT TAPE* AROUND CORE AND FITTING WITH AN EQUAL TAPE WIDTH ON A) FOLD BACK JACKET AND INSULATION FROM END OF DUCTS EXPOSING CORE. B) INSERT ONE CORE INTO THE OTHER ABOUT THREE INCHES. C) APPLY DUCT TAPE* AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON CONNECTING EACH. D) PULL BACK INSULATION AND JACKET EACH CORE. D) BUTT INSULATION AND PULL JACKET OVER FITTING. E) APPLY DUCT TAPE* AROUND JACKET FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE SPLICING WIDTH ON EACH. WIDTH ON EACH JACKET. CLAMP ONLY METAL CLAMP (FOR LOW TO MEDIUM PRESSURE NOT TO EXCEED 4 IN. W.G.) F BandEi A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP** AROUND DUCT AT FITTING 'AND TIGHTEN WITH APPROPRIATE TOOL UNTIL ALL MATERIAL UNDER CLAMP HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. A)" FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES IN LENGTH. SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS** MIN. C) CHECK CONNECTION BY PULLING ON DUCT* WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A'SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES, NOT TO EXCEED o C) APPL•Y;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 DRAN7NC5 ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑.❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING TITLE: MOBILE HOME SET—UP DUCTWORK DRAWNG NUMBER: SU-1 3-001 0 ELECTRIC CLOTHES DRYER VENTING IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE* OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. STALLED DUCT T BE METAL { OR RIGID CAP CAP NOTES: NOTICE: DRAWN BY: DATE: REV. LETTER: AE-10111--l JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARER.R. O1-21-00ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 36B INC. SUCH MATERIALS ARE PRONDED TO THE ELECT. CLOTHES DRYER VENTING 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 FLOOF AND.BOTTOM BOARD SITE INSTALLED DRAIN' PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0"yD.C.VMAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. r_% (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER `IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE- HOME. ❑❑❑❑ ❑,�❑ ❑❑❑❑ JAC0BSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 N0T AM ,► sPEaFlcA,laNs AM ow►wFFcs ARE M�� T"RY AM M MATEIVALS OF JACOM MMNIFAMMG M � MA�,� PROVM 101K Mr1r FOR VM KW= NO Wff E KEPT COtFMM1 NO MW FROM MHM BY: M.T. DATE 03-08-07 REV. IETiER Q u DRAWNG DTLE W/H PAN DRAIN DRAIWNG NUMBER SU-15-0003 51 DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTC'BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINCSARE S.A. 6-6-94 ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MANUFACTURING DRAWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN INC. SUCH MATERIALS ARE PRONDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRA111NG NUMBER: SU-15-0002 52 w SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) NOTES: NO= DRAWN BY. M.T. DAIS: 10-1B-07 �• ���� JACOBSEN HOMES 11 �►* OFy41lAL PRDPF,,.y, AND LCliDEM1W DRAWING TfilE ' P.O. BOX 368 1/7°°"� 0° �A�" CLOTHES DRYER VENTING Nc. sval wmaus ARE Rtoyom m 1►E SAFETY HARBOR, FLORIDA 34695 mR fm gm AIrP o n W9 BE DRAWING MNBER PC PHONE (727) 726-1138 KM cmDloWK AID =V HN QWM SU-15-0004 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 J AC O B S E N HOMES NOTTC�. THESE SPECIFICATIONS DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER P.O. BOX 368 AND DRAVANGS ARE ORIM. FR NUARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTMNG DRAWING TITLE: OM BOARD P-TRAP THE ACCESS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 � FUR AND KEPT CONFU011IAL AND SECRET FROM OIHM DRAWING NUMBER - SU-15-0010 (10-08-08) 54 AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CDKCTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTNER DETAILS, I I UMT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUION BOX) NOTICE DRAWN BY. DATE REV. ILLIIttC JACO BS EN HOMES now sKanCATIONs AND DRAWNGS AM C.L.Y. 1 3-21-95 NVA MATERIALS PROPRTCOBSEN 11ANUFACTLOAND NC DRAWING 71' RP.O. BOX 368 we SUCH MATS ARE PRMDED TO HANDLER CROSS -OVER SAFETY HARBOR. FLORIDA 34695 RECPEIIT FOR SPECFX MOO AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 IKE" COtFKHn& AID SECRET FROM OTNBS SU-AC-0100 55.. 99 S HILON