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HomeMy WebLinkAboutSet-Up Manual; Jacobsen HomesSET-UP MANUA MAR 0 2 2020 ST, Lucie county., perm OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc, Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-07/14 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL- PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS 'ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES 1/8- IS MAXIMUM CARPENTER'S LEVEL ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOnM DRAB BY: DALE REY LETD7t JACOBSEN HOMES 1"m SrICATlM NO DAUM W O.A. 11-21-06 MGMAt. PROPAETMY. NO WFOOM& DRAWING TITLE: P.O. BOX 368uAmms NC. MATERIA or mom M E a�i110 Mum MANU— B FACTURED HOME SET—UP SAFETY HARBOR, FLORIDA 34695 REli w Pat vmm RIa'a M AID Ow BE DRAWING NUMBER PHONE (727) 726-1138 WT CdF10E1M AND SWU MW OHM $U-0� —000� (10-08-08 ) 1 NAM 111110ISM WM m) PER Cm MIDL SOLD COJOm____. If X t X It MLM MAM BLOCI(S� IIDI OPDI CE1LS VBi= SIX TABLE I FOR PER FOOIFR SWIG AND SPA= 991101M (PAGE 11) (SEE SU-M FOR V X 16 PRECAST PER PAD SPACNG) Sri NOTE it— DETAILS "A' AND "B" I e ROM All ORGANIC MATERAII-- AND PUACE PAD ON STAGE SOL MR FRxr LDE PER LOCAL CODE 111gIIIIS s SEE N01E DETAIL 'A' pam yAm vm MAX, ALLtNYABLE SOB. m mlG) TIE-M STRAPS ATTAME)-\ TO MM KN CMIM ON \ EACH SECDON TD BE CONNECTED TO A DOUBLE HUM ANCHOR SEE NOTE #4 - DOUBLE 1lDM SE NOTE 13 fER CAPPED MIDI SOLD CONCRETE BLACK (UR f INId() C X Ir X IC M0 MASONRY BLOCKS im OPEN CELLS wffAL (SEE ROIE it FOR MAX PIER NE1GM5 AND DETAL MVE) SEE TABLE FM PER FOOTER S7M AND SPAM SPEC)t1GT03 (PAGE 10) ROM ALL ORGAIDC MATERIAL AND PLACE PAD ON STMsIE SOD. _ ®AN FROSIM E PER LOCAL W \� CME REWBZE1rFNiS SE 901E R� DETAIL 'B' \SEE NOTE R (DDFI15id1 VARIES vo MAX AUDMt11BE SOB �eBFJ1AEJC�dppplBeOe 6p 6 �YGEivs* •,�®r® NO 484 STATE ' m0. OF °�� O R 1 O 1. 36- MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT I -BEAMS. 54- MAX. PIER BLOCK DRY STACKED AT PERIMETER & MA71NG LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6- OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THIS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16- X 16' B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fc') = 30DO 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. a LONG BY 6' WIDE AND NO MORE THAN 1' IN THICKNESS. APPROVED BY INRevised Dec 17,2008 C. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS oA - • r• y .5 DRAIBI W. DATE REV. LETTER: JACOBSEN HOMES �nu.>msARE O.A. 09-07-93 aea+►u. R�eerARr. AM cwmomAl P.D. BOX 36B VA�F1eAt5 W dACaM HWA61Uli•IB DRAWDi6 Tf1LE DETAILS -A' & OB° •c Sm YATJW ARE Rto1Cm m m SAFETY HANOR, FLORIDA M695 RFL W O 9iIW RfJ M M OW K MUG NUIBElt SU-01-D001.1 PHWE (727) 726-113B mr oasnomk sue sir Rm aw 12-15-08 2 i..,� 14 �'" Ftdfal b.anofau�::cd Hone r t• ^r:uclion Jacobsen Homes Load at Frame (each 1-Beam location), Perimeter (aildewa0 area], and MatJng Line far Homes Requiring Perimeter Supports (In Pounds) - ALL WINOZONES, ALL EXPOSURES, AND ALL FLOOR SYSTEMS (JOIST SIZFS) Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft, Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 164Z Mating Line 2164 2604 3044 6 ft. Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 2920 33ZO Perimeter 2404 2844 ' 3284 Mating Line 4328 5208 6088 10 ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line (See 8 IL Row) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However, if different support spacings are utilized then each support with different spacing shall be calculated separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Filler Placement Perimeter not shown for clarity (do not cut out) Added support above pier Recessed Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 4x4 P.T. that spans a minimum of two floor joists is used on top of the recessed pier (see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. This detail may be applied to ALL floor systems and ALL floor widths, ALL Joist types and ALL Joist spacing in ALL 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. .`0 ��UQ�G1 NOEq�O /fO y PE10505134 cc STATE OF ; �t vlz S 1^ONIA v 5/6/2014 3 SU-01-0001.2 E*rs s a> Q. k =a ,a t-t'flcY:ll 1•i9!7Ul. l'r:_iC!) Jacobsen Homes Footing [apackle9 8 in. x 16 In. (single stack) pier 16 in. x 16 In. (double stack) pier Soil Bearing Minimum footing Minimum Footing Unreinforced Unreinforced Capacitity Maximum Footing cast -in -place Maximum Footing cast -in -place Size (in.) Area (in.) ) Capacity (Ihs.) minimum Capacity (Ihs.) minimum thickness (In.) thickness (in.) 16 x 16 256 1,600 6 1,600 6 20 x 20 400 2,600 6 2,600 6 N 6 24 x 24 576 3,700 6 3,700 fi O O 30 x 30 900 5,600 8 5,800 6 O •-1 36 x 36 1,296 7,900 10 8,100 a 42 x 42 1,764 10,700 xorc 4 to 10.700 10 48.48 2,304 13,100 xoi. 4 12 13,600 10 16 x 16 256 2,500 5 2,500 6 20.20 400 4,000 6 4,000 6 4. � a 24 x 24 576 5,600 8 5,700 6 O O 30.30 900 8,500 xos. 4 10 8,900 8 36.36 1,296 12,400 noa 4 30 12,600 e 42 x 42 1,764 16,500 os4 4 12 16,800 n•a 4 10 48 x48 2,304 21,200 nus.4 14 21,600 ml, 4 12 16 x 16 256 3.400 6 3,400 6 .�. m 20 x 20 400 5,300 6 5,300 6 f1 O 24 x 24 576 7,600 8 7,700 6 O O 30 x 30 900 11,700 n•m . 10 11,900 8 N 36 x 36 1,296 16,700 os• 15 16,900 n•se 4 10 42x42 1,764 21,700 nm.4 18 22,700 na.4 12 16.16 256 4,300 6 4,300 6 ol w a 20 x 20 400 6,700 -fi 6,700 6 O O 24x24 576 9,600 n•t.4 8 9,700 6 N 30 x 30 900 14,800 win• 4 10 15,000 8 36 x 36 1,296 20,700 . ot4 4 12 21,400 n.r. 4 10 16 x 16 256 5,200 6 5,200 6 s N rL 20x20 400 8,100 wo41 8 8,100 6 O 24 x 24 576 11,500 wos• 4 10 11,700 6 30 x 30 900 17,800 nm• 4 12 18,100 n.t. 4 8 36 x 36 1,296 25,40D nos• 4 14 25,900 ... 10 s� on 16.16 256 7,000 6 7,000 6 •4 II' 20x20 400 10,800 .vot.4 8 10,900 6 C3 24.24 576 15,500 w,n. 4 10 15,600 8 30.30 900 23,300 Not. 4 12 24,200 ose 4 30 1. The footing sizes shown are for square pads and are based on the area (In z), 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 the 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 ,cad of the concrete footing. 4. Concrete block piers must not exceed their design capacity of 8.000 lbs. for 8 in. x 16 in. single stack block and 16,OGO tbs for 16 in. x 16 in. .lcuble stack block. 5. A registered professional engineer or registered architect shall prepare the design, if the load exceeds the capacity `or single or double stack concrete block piers shown in footnote 4. 6 On the frame (I-beam) a single stack block pier shall act exceed 36" high (see footnote 4 for maanmut sap-ty) and a douole stack block Pier wnh interlocked blocks shall not exceed 67" high (see footnote 4 for maximum capacity). When installed along the perimeter or the mating line a single stack block pier shatf not exceed 54" in he,ght (see footnote 4 for maxi -al capacity) Any piers that exceed the •lieghts specified it this footnote shall be designed by a registered prc!essional engineer or registered architect. 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 p1d manufacturer's instromons and must be certified for use In the sod ctassificatian at the site, listed and tabled for the required load capacity. 1 4 SU-01-0001.3 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING _SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH [-BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTIONS) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. NOTICE: DRAWN BY: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWM AREORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATMANUFACTUMNG MpROWDED DRAWING T Nc P.O. BOX 368 TO THEE INC. SUCH WATEAIA�� SAFETYHONER(727)26-FLORIDA384695 RFCT O F � � � DRAWWNG N 5 O.A. DAIS. 06-06-94 REV. LEM. MOBILE HOME SET-UP #2 A SU-01-0002 (09-30-08) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 �- SEE NOTE #2 NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE #6 SEE NOTE #7 4 2 1 5 5 3 >- SEE NOTE #2 -SEE NOTE #4--� i NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑.❑ORIGINAL, ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAPWNGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. I DATE: 6-5-94 REV. LETTER: - DRAWING TITLE: DOUBLE WIDE BLOCKING DRAWING NUMBER: SU-01 _0003 6 SEE NOTE #7 SEE NOTE #6 2 C1 3 4 2 1 NSEE OTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME ]-BEAMS #2-LOCATE PIERS UNDER FRAME] -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND DETAIL 'B', SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE i FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. NOTICE: DRAWN BY: ❑❑❑❑JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE ❑❑■❑ ORIGINAL PROPRIETARY, AND CONFlOENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING T ❑„� P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY PHONER(O2 � FLORIDA 726ID 138 - �RMECRET5 AND MSS. KEEPT�CONFIDEENSPECIFIC DRAWING N 7 SEE 'A' SU-01-0010. S.A. DATE: 6-6-94 REV. LETTER: TRIPLE WIDE BLOCKING - SU-01-0004 g000— io-nS c - - rnN MVM IM aw � jam bm 01®umdlW" 3N �"1 lots A °►aru�venxn slr9(urn 969 va wtl�� Hosw�H AAam 994 xoe o'a 9NIAOOl8 IYNOLLIGOV Un OWVHO 'nulclalvo� mrr :uNL;olaDla 7r►Ioan 'AWIM cum 00—Z1-6 Y O 3" VW OW SNa�r� 3a 53WOH N351303VF FTTJ 3nim 'AIN aivn as ►HV n 7ELOiz LU o V [03 0z dvw o0... u3slAgs m Q &A&= o aA *70." 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MV3UV misl3e AU ON3 HMM (ttld30 M SO SO.91) XYA 70 .t9 OVdS %M 3HYO SM MM Md 9NINWO MCW3 K33mum ONV ON3 H3V31V 03lMtEUl it SttM .Ul 9r 3 0M 80 Z SI7VM3111! NO 03LV3tn s a monsm iw i0 3d1/ m3"OF Y�IYdi TIVM 39VIMMMI on T7VM3OIi "USMORi BC61MW LirLL 3ZM A1W -7 E9000-10-I1S 01 no XMMLON 73'O A lV 03Y1031 MDWIO 03A1Y3� WK38 150H TWM 39VINUMM M TWFM= M i37V:d3 -WU L LLkAJI -_ ---- IMEM 1i1Of ONY MLLOIM>IOLLH T1V - 7V171WLr MILL NI 031il10 1019NMWM SWIM OL NOLUUMV NI M 91W100'M MILU 5H10IM HUOIA -lW - 9NIMMO H3JL3INIH3d 91,113H 1,&UUV (APPLICABLE TO ALL IMPERIAL AID O LORO COTTAGES OTH 18C FLOOR 00THS-SEE FL-01-0MU) 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/MATELINE MALL I 48"/24" 64"/40" 64"/49" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# ALL jhNDZONEs ALL EXP05LIRES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY 2009 N19jy, LONSTAUCTION AND SAI'ETY STANDARDS 1�(OTIde wIIN � uA�ti Rcr. �.cID:,�: JAdOB9EN HOME$ nf� ������ � Os-02-09 . 6haY�AA��, raffoPNtlA�+c q AyvF — P,O, BOX 368 Sl Wirndtb .P D�o ADD. PER. BLOCKING REOIAREVENTS SAFETY HARBOR, FLOR-DA 395 R Wst [ R PHONE (727) 11: on39 11 PERIMETER BLOCKING FOR 160" (13'-41 FLOOR WIDTHS USING 2x6 FLOOR SYSTEMS (19.2" SPACING] (IMPERIALS AND DELORO COTTAGES WITH 2x6 FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS) 84" ON CENTER MAX. SPACING, USING 16x16 PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-DI-OD05] (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2x6 FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOYN ABOVE 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPEWED IN THE JACOBSEN HOMES MTW71ON INSTRUCTIONS LLJ 'CI o MAR 19 2014 z c O CL C Home Conshuction Q Federal Manufactured v And Safety Standards JACOBSEN HOMES N0�0 DRAWN TNOUNG 11-18-2011 THESE . MUF 71DN5 p R DRAWNJCS ARE OFLGNIAI, PROPRIETARY, AND 00KFDEli11AL DRAWING TIRE - P.O. BOX 36B MATHS CF JAOOM MANUFACIURNRi PERIMETER BLOCKING IMP -DC SAFETY HARBOR, FLORIDA 34695 NO. SUCH MATERIALS ARE PRDVM M DE PHONE (813) 726-1138 WOW CO RR Sum ANDRM AND RM um DRAWING NUMBER: SU-01-0005.2 03-19-2014 10 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM b, FOR SPECIFICS COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT Ilk,THE MARRIAGE LINE) BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES „ P.O. BOX 365 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTIC$ 7HESE �EQF1CA710F6 AM DRAMIMS ARE l>RIQIIAE. PROPREiARY A►D CONF10EIl11AL MATERAS OF JACtESEI YAIMIFACRO NH INC. SUCH MAIEMU ARE PROWLED TO 71E REH>P W FOR 9M RIVOS S AD M6T BE KEPT COEMENIAL AID SIM FROM ORE85 I BY: APPROVAL M.T. - 05-20-06 .0NING (PIER) LABELS B SU-01-0006 (09-O '12) ADDITIONAL RECESSED PORCH BLOCKING (W BLOCIM TS N ABDIDON TD T3LOd(tic REDIM N US 11AHUAL) N' VAX 61' VA IISE DETAIL T OKY NO omaomt tS ON I = JOIST SEE DETAIL SEE DETAIL g ORECTLY mm PORCH POST ------ 11 —------- •--- -- ------ • TYP. RECESSED PORCH EXTERIOR FALL � ExTETnae Twl ADDED 1-M UMBER EXTERIOR HALL•--� PR UW AM 1. '1 ,].l']1 . 1. ► .1 1 ;.1 . 7. ,. NI � 1 . 7. .1 T la 1 '' SPACING VARRAGEWALL MOMI •KTl#W EDCE 1 PIER,1 71'm or Pm POST mu W1 EXCEEII DEPTH OF ,---TIP. PGRCH POST TV. PORt7i FLOOR FIST (51C2•) 51 'MAX TV. PORCH FLOORNG �1 PORCH FLOORMST. D0 PDT PERIMETER (2) 2 X 6 PT X If UK TE-DOWII STRAP e W= BETVUH 2 TV (SEE WER DETAILS) PORCH FLOOR JOISTS T iP. PER (a' X W X 16•) 16' X 16' WN. PIER PAD E` OSS SECTION VIEW At IYP. PORCH POS 7 TIP. Pala FLMoo�wc � PORCH FLOOR JOIST —(2)2X6PTXIN-VK BRIDGED BETIM 2 PORCH FLOOR JOISTS MiL., W-uN II PORCH FLOOR XW PORCH PETRIOiiTR RAIL ]rmp. 00 8910 2-- TIP. W-WIN STRAPRCH FLOOR JOISTS (SEEOTM OETALS) (a' X I!' x 161 16' X IC UK PIER PAD CROSS SECTION VIEW Bl TIP. PORCH POST �► �O DISTANCE BETKEN EDGE OF TIP. PORCH FLOG = 5 U2• Wi PIER M EDGE OF PCIM POST Pon FLOOR JOIST MAY NOT E1TiID 5 1/2' (2) 2 X 6 PT X lir YLI.-' 2 �, LIE-OOM! SW PORCH (SEE OTHER DETAIS) LONGITUDINAL VIEW A2 DETAIL 'A r L =To& BLOC W 111010 AS MOM ABOVE (USE 16' X IC PER PLATS ON 1000 P5F sm WWT4 2. LACATE BLOu011c UNDER PERIIM .LOST OR MW S 1/tr Cr go DF IC It 1 pERuM BLOC10N6 IS REOJlRED UNOEE PORCH AT EACH POST (61' Ot MAX) : ' ( ADaL / C 4. =X BLOMWG REOIAD AS 11001M ABOVE UNDER CENTER OF AD= F-BEAR � : LONGI'1lUDINAL. VIEW B2 S SEE one OETALS FOR Om Kam BLOOM L=TIONS � ��' • �� () Pr i�� WALL MAY OI:TER IN 91 n= $MR HOUSE 1-BEA1L' �.c•+•� r� r 6. A00ED 1-BFJUI AT P0Rfi1/EXiFF10R +� i/V,F'7CI�..• ''�( es r. w.V NOT[= S7 eORA.. JACOBSEN HOMES T1M WCW=a".Mo WWWI3 ATE oroWK. Mt MTMX 40 4MfWIW AKIN P.O, BOX 36H MATE R" of &cam WMYAC1UAAi6 1MC 91a1 MAWNILS W Rvam TO ai SMZTY HARSW FLORIDA �4695 1�W W FOR 9rOc41c PAFM NG W EE PRAMN PRONE (a13, 72E-113a las] aalslxxnrt an mm im ears 12 APPROVED BY e ,�D. 1-3,2006 a 111MINC. FEUEM MN111FACFUHEO HOME 0 CONSTRUCTION Ago SAFETY STANDAAUS dNIL- 10. T• 1.1161 R.R. 11-28-66 ADPOR�1 ®LOCAL K SET-01-0007 John C. Doeden, P.E. 15133 County Road 22, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package- for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B =164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 � John C. Doeden, PE * ; 454E34 '•,, 15133 CR 22 Goshen, IN 46528 Cc Phone: (574) 825-76% p% S TAT r o f : "�ti '0NA 13 ATTACHMENT TO HOST BEAM ATTACHMEIJT MAY BE FLUSH WITH HOUSE -� - - HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN iJEU OF 'FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES- REF. PG. 07-0050, 07-0051 NDS01 NOTES : " '21-J(���-•� 1. HOST BEAN WTALLAAON IS FOR ON -SITE STRUCTURE ATTACHMENT: 26 WIDE MAX IMWD ZONE 2 OR 12.VH EXP. 8 SITES. 16' WIDE MAX INND ZONE 3 OR 14OMPH EXP. 8 SITES J - i; 2. WN. BRACKET LOAD.CAPAaTY FOR WRDCAL IE--DOWNS IS 24501 WIND ZONE 2. 29601 VND ZONE 3 ! / 3. WALL FRAMING IS 2 X 6 SPF 13 IC O.C. F STA, r.OF 4. 48'. O.C. PERIMETER BLOCKING REQLIRED ON HOST BEAM SIOE OF HOUSE s4 ; ; ....... JACOBSEN HOMES 1� � I CROW- PROPRIETARY. AND DO?FlB ux DRAWING P.O BOX s6a YAIFQWS Of 04095EN NANIATAC7U W „ IC WM w10WS ARE PROWDW90 IK SAFETY HARBOR. FLORIDA 34695 KOM MR 9@IC PJPM NO mW K DRAMNC PHONE (727) 728-1138 WT coax" t Ate ow, RNY mom 14 ALSO MEETS WNDZONE -111 E)POSURE C 20 PSF ROOF 10 PSF D.L. APPROVED BY iON p Jan 20,200- INC. �► FEDERAL UANUFACTURED NOME i CONSTRUCHON AND SAFETY STANDARDS D.M.T. "' 01-10-07 � IETIFR E ATT. TO HOST BEAM am SU-01-0008 BLOCKING FOR TEMPORARY SET FLOOR SYSTEM MUST BE LEVEL AXLE SINGLE WIDE UNIT PIER MAIN I -BEAM HEADER BLOCKING PIER MAIN I -BEAM _ HITCH TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER MAIN I -BEAM HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL MAIN I -BEAM HEADER TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN- I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. 15'-4" (184f) WIDTH UNIT REQUIRES PERIMETER BLOCKING 96" O.0 AT SIDEWALL AND MARRIAGE WALL. ❑000BSEN HOMES ❑❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 CO PHONE (727) 726-1138 NOTICE% THESE SPECMA70NS Alm DRAMINGS ARE OROW. PROPHETARY, AND COlFIDEN1IAL MATMALS OF JA008SEN MMNFACTUIMNG W_ SUCH MATEItlAiS ARE PROWED M THE RECFIEYE IN SUM P Ff= AID MIST BE IM.OW GINK AM UNT Rldl OTHI S 15 HITCH HITCH DRAIMI BY: DATE D.M.T. I 10-10-08, DRAVMG TITLE TEMP. BLOCKING DRAIIRIG NUMBER: SU-01-0009 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WOE FLOOR 39" 62' 86" 110" 134" 157" 144' WADE FLOOR 33" 53' 73' 93" 113" 133' 160" WIDE FLOOR 30" 48" 66" 85" 103" 121' 184' WIDE FLOOR 26' 42" 58" U" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS, 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT NAOTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE �7" REQUIREMENTS 4 TYP OR 8' TYP 30' MAX (TYP) X X Q Q NOMINAL 16" X 16" SQUARE PRECAST00 00 T CONCRETE FOOTING d- d T 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONIC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE- NOTES WlNDZONE tl! 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (I 10 MPH) ALL EXPOSURES 2. ALL SOLID CONCRETE BLOCKS TO HAVE ►m' = 1500 PSI MIN; 20 PSF ROOF 3. CENTER ALL PIERS ON FOOTINGS 10 PSF D.L. p REF. CALCS. C'. W A- — F � G( tttttltllllflf/1��� NOTES: EN` •� YILJ �� DAPIA APPROVAL FOR ADDITIONAL PIER FOOTER SIZES AND No. o '• APPROVED BY 1. REFER TO OTHER DETAILS SPACINGS. 910334 •; 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END c� lNr4lNC- OF THE HOME AT EACH 1-BEAN. AND NAWN SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME STATE AND MAXIMUM OPENINGS % •'• j P:' ��� 3. SEE OTHER DETAILS FOR PIER REOUREMENTS ., FEDERAL MANUFAMFIED HDME AT MATING LINE OF MULTIPLE MADE HOMES. 4 ARDS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. �4(SrR� JACOBSEN HOMES ►° . Am a mim. PROPRETART, AIO ODtF>Of]1TIAL WtI BY: M.T. DATE 2-8-99' 10. tETTER; 8 ORAWWC Tim " P.O. BOX 368 „ MATE MS OF iACOOSEN MAMIFACTU M Nn Slat M1E MS AM MV= TO THE 16" x 16 PIER SPACING fLJI DRAWING NUMBER: SU-01-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REWW FOR SfM NSPM NO MIST K NM CONOWL AND MW f= GIITM 17 ALTERNATE MAIN BEANS PIDR0 pr x Tr Op1 11 is' HOUR j� =,E lAsW g. am (Ip �TTO 06 OUT RFDIBIFD) W+, F* e PER CAPPED ]E1E —� EAU LIW (SEE 40TEJiE Ji) 4 S e�OSOB6A99901 � It Ir Y 1LED S�BLOC S ®#TH�CEIISINGLE STACK BOCK PIER ° F •.� �sv To AR TO Ai( BE Pdo 45484 °o op LaVCAPAOTY-SEE 10) jl ° o ` c to ff e C)STAT C F � (maI-mw-��'. GYRE t�(1�A4p/oR s e (r DO NW 4(1 SSE . SEE PIERPPED CA*TH *IETE � F 4• RED( Y PTlESSUE ld RATED U*B (SEE NW 05) Ir x S X 16° CETIiD VASO W um OTH 00 CELLS "WA DOUBLE STACK BLOCK PIER ifr,000 A CAPAM (SEE NOTE 0 A 12) tr l d x 16" Ho* CONCRETE BLOCKS 9T0`k � TS )�T EgEED 10. Eq OF T1E AER r I g X 1r MIS COCRETE BLOCKS AM PAL OTSETS FRO THE TOP TO THE BOTT OF THE PIER 0 NOT EXCEED f1t. FLOOR WDTH MAX. MAXIMUM I—BEAMPIER SPACING (CONTROLLED BY PAR LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 14e *DE FLOOR 2428 LBS. 3488 LBS 4548 LOS 5608 Les. 16W *DE FLOOR 2661 LBS 382 LBS 5014 LOS, 6191 LBS 184' *DE FLOOR 2961 LBS. 4285 LBS 5615 LB& 6941 LBS PIER LOADS INCLUDE WEWT OF PIER UP TO 250/ - ADD DIFFERENCE *AEN PIER #IGHT IS GREATER NOTEI UNIT WIDTHS ►NCLUDES A 6. OVMANG ON BOTH- SIDES VAXOUV, REF- CALLS (CHECK PIER PAD LOAD CAPACITIES BASED ON SOB. BEAR*JG PSF) L a9U-01420 FOR PER SPA" #iL4 16' it le Pa PAB91ff1EU Us* leY 16' PIER PAADS 4 TE KY UST BE USTED AND CERTO EX® OR BE PIER CAPACI. $ #0 u*G PIER PADS T1EY MUST BE LISTED ! CERwo TO EXCEED 01 EQUAL 04 PIER CAPAM .1srARr I-aEAW PIER SPA00 24- FIW EACH EW OF THE HOB, AT EACH I-GEAV A1p VAWW SPA* 9* N THE CHART AS* FOR RILL LENGTH OF Imo, 4. ANY PER HEZHTS AWK 63r #IhIST BE DMdp BY A P.E. OR ARC►9TECL & CAPS VUST BE SA* LOJ91N Ate *DTN AS TIE PIERS Ott #ON THEY REST, 6. BE u*ED ToiATES 40Y = A4NER1 Ilt OR 2 OR 4 Ilp 4" MW C*XTE BOCK VAY WOBSIEN HOMED P.o, wx so SAFETY HARM F3ORDA 34693 PHft (727) 726-1138 *NO ONE 01 ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY INRevised Oct 17,2008 INC. FEDERAL NWiUF0.CNRED HOME CONSTRUCTION AND SAFETY STANDARDS OA D TEt 2-8-99 Ky. LE?TEft: ALT. VAIN BEAU! PIERS R SU-01-0021 1 (10-08-00) 18 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25Z 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. NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDEMANUFACTURING DRAWING TITLE: MIN. HOME SET HEIGHT P.O. BOX 358 MATERIALS AT JACORIALS SENARE MANUFACTURING ❑„� � INC. SUCH MATERIALS ARE PRDNDEO TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑��0 PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-OI-OOZZ ITS 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" ODE FLOOR- 39' 62 1/2" 86 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 33" 53" 73 1/2- 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR- 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS �556 LEIS 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 •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 /o 3/® / NOTES: THE ENGINEER APPROVAL: DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO CONCRETE C- rY- �'F• �( FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL PER THE APPROVED BY 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED MEET THE MINIMUM MANUFACTURERS INSTALLATION INSTRUCTIONS AND PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN L+AF t� ��• ; c'? 1 ' ION OCT 11 �Rl P HOMES INSTALLATION INSTRUCTIONS. ,_ Cti�•, 1, ,• �� (C, �J 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' [-BEAMS / 10' FOR UNITS WITH 10" OR 12' I -BEAMS (24' MAX. FROM ENDS). f FEDERAL MANUFACTURED HOME rnLc=TION AND SAFETY STANDARUS JACOBSEN HOMES NOTICE: THESE SPECi1CATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER. DRAWING TITLE: PRE-FAB. 16' k 18 1/2* PIER PAD SPACING P.O. BOX 368 ORIGINAL, PROPRIETARY, AND COMDEN11AL MATERIALS OF JAC08MN MANUFACTURING INC. SUCH MATEIALS ARE PRONDED TO THE —' SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1130 RECAENT FOR SPECHC PIAPOSES AND MST BE KEPT CONADENTIAL AND SECRET FROM DINERS DRAWING NUMBER: SU-01-0023 - 20 18" X 22" PIER - FOOTER SPACINGS* (MINN. 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 IA"- SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 43" 68"- 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LBS 4121 LBS " 5495 LBS 6868 LBS 8242 LEIS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* ( MIN. 400 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2" 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR. 43 1/2" 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN ICRI"l •'ry �. bb ...:....., l i,`�i` DAPIA APPROVAL: 5�E 1 PRE-FABRICATED USED AN ALTERNATE SET-UP MANUAL THE CONCRETE ��Q. 'G\gr[,� ,",� - ry - CC N 1HEPADS SPECffIEDPIER FOOTINGSJACOBSENHOMESS �� No.. � ' 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE r' s 9103 P{�ROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSENS qt A 'aT� (, d CT i HOMES INSTALLATION INSTRUCTION WITH 10' OR ����' a1?. : 114I1 •V�. 4, MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS , 12" I -BEAMS (24' MAX. FROM ENDS). EDERAL MANUFACTURED HOh1E t r •.in i ^DATE: JACOBSEN HOMES NCIT[CE: r #rs� THESE SPEanCATIONS AND DRAVMGS ARE BY: D.M.T. 09-22-ot REV. LETTER: DRAWING TITLE: PRE—FAB. 18" X 22" do 20' PIER PAD SPACING P.O. BOX 368 ORWINAL, PROPRIETARY, AND COFFIDENDAL MATERIALS OF JACOMN MANUFACTURING WC. SUCH MATERIALS ARE PROWDED TO THE DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPIEHT rOR SPELTEIO PIli1POSES AND MST BE KEPI COknDORTK AND SECRET IROM OTHERS. 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7" 8 SO.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE b4 SEE NOTE #4 SEE NOTE #4 144` WIDE FLOOR** 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE d4 SEE NOTE y4 184" WIDE FLOOR- 47 1/2" 75" 102" 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 SB, 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 y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 81" SEE NOTE q4 SEE NOTE #4 SEE NOTE y4 SEE NOTE p4 SEE NOTE #4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR-- 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN, PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES I. PRE FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETEwT'� [EN P OV `j -.�' . c DAPIA APPROVAL: P(- FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ;•qti i!C%. ��� p;- (¢� 1*6 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 ', ` ri_ PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM i PIER CAPAC111ES SHOWN ABOVE. 'd '. SSYATt T O1C 1 L 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS 4. MAX. PIER SPACING 8• FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" OR '���•' •' 0 ��' �� •' INC. pn�bIANUFACTUREDN0141EM S 12" I -BEAMS (24" MAX. FROM ENDS). ARRO JACOBSEN HOMES THESE SPECIFICAnWISTA D DRAWINGS ARE DRAWN BY: D.M.T. TE' 09-22-01 LETTER. MH P.O. BOX 368 ORIGINAL PROPRIETARY. AND CONRKNIIAL MATERIALS OF JAC089N MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO 1NE DRAWING 717LE: PRE —FIB. 17 X 25 do 24' PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECFUT FOB SPED IC Mtn%$ AND NMI BE KEPT cONnOENTIAL AND SECRET rRoW OTWJM DRAWING NUMBER: SU-01-0025 22 - It 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 y4 SEE NOTE y4 SEE NOTE ya SEE NOTE y4 160" WIDE FLOOR- 8741/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184` WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT VADTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: - [; A OV L.• t �+,-�°"tf}.. DAPA APPROVAL• \ 1. PRE -FABRICATED PIER Paps MAY BE USED AS AN ALTERNATE TO THE CONCRETE 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I -BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR** 58' 8r 120"*** 120'a* 120'*a 120"sa 144' WIDE FLOOR** 500 76' 103"*** 120"*** 120'*** 120'*** 160" WIDE FLOOR** 45" 69 1/2' 94' 12V**a 120"*** 184' WIDE FLOOR** 40" 61' 83' 104'*** 1201*** 120""s MIN. PIER CAPACITY 2597 LEIS, 3896 LBS. 5794 LB& 6493 LBS, 7792 LBS. 9090 LBS. NOTE UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU— 01— 0021 PIER PAD (CORKERS MAY E ROUN G) TTWCAL PER FRAME REAM ORIENTATION OF BLACK PLACED . SYMETRICALLY ON PIER PAD 0e0e�e�sC�Oa®©ep�oso� REF. CALL. PG. m NOTES: y� ° d ° DAPU APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN AL7ERNATE TO THE CONCRE Q HOPES SET-UP MANUAL SPEC M IN THE JACOBSEN -� ° c APPROVED BY 2 THE PRE-FABPoCATED PLEA PADS ARE TO BE D4STAl1fD PER THE m � pRE- PIER PA MEEULD THE MINIMUM m S l i ' o ' •° ONOOP M'SAMC INSTED YA INSTRUCTIONS AND 000 ^ ° �0e PIER CAPACRIES SHOWN A8011E ®�� °•.. 00 F I Dec 04,2009 INC. m o °•• 3 ALL 01HER REWIIREMENTS ARE TD BE ADHERED 70 AS SPE(MED IN THE JACOBSEN '°® S ° •• ('p ®e ®��es"ON FEDERAL nA FACTURED HOME CO"STf U TIOH A"D SAFETY STANDARDS °`�0 gN F ARI MT5 � BB 'ON 4 YH PAR Yl1H B• I-BEl1YS J ,0 FOR UNITS WITH 1D� OR q 12' F-BEAMS. (24 MAX FROM ENDS -USE 1/2 THE MAX PEER SPAT NG IF THE PER SPACING IS LESS THAN 48' O.Q JACOBSEN HOMES 1HM ►WE AM DI:A ARE �� BY: M.T. T DATE: 11_23-09 REP. LETTER: DRAVMG TI11E:rl " 17 X 22 PIER SPACING P.o. BOX 36B P.O. ORM4. PROPMTARY, AID DDNfiDMM EEATERIALS OF JACOM MMUFACIM SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 SUCH YAISM ARE IOWN81 70 X RE MW FM SPEDNC K WW AND MW E WT OONNDtTM MD SMW MM ON= DRAWING NUMBER: SU-01-0027 24 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 1� (FOR SIDEWALL OPENINGS SEE NOTE (D) 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 60 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 95 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. C\2 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Ia CAPACITY PSF 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq.. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. `r 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 CQ MIN. PIER CAP. 2841 lbs. 3601 IDS. 4361 lbs. 5121 lbs. 5881 IDS. 6641 lbs. LOAD SPANS ®_ w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. 01) 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. LQ MIN. PIER CAP. 2975lbs 3775lbs 1 4575lbs 1 5375lbs 1 6175lbs 1 6975lbs LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 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 3375lbs 4295lbs 1 5215lbs 6135lbs 7055IDS 7975lbs NOTES: 01 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS YADER THAN 49 INCHES. (1) SEE NOTES; O2 , (1) , AND Q UNDER TABLE 1, PACE SU-01-0040. 03 FOR ALL UNIT 111DTHS. USE 177 sgAn PIER FOOTER UNDER SIDEWALL OPENINGS THAT ARE 49 INCHES TO 96 INCHES MADE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 so/in PIER FOOTER UNDER SIDEWALL OPENINGS. (MIN. 1LXH0 PSF SOIL BEARING REO-D) Q FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CLFARSPANS; 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) Q CHECK TATH 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. No. a'• 910334 s STATE OF WINDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. APPROVED EY 1 ""0" INC. FEDERAL MANUFACTURED HOME CONSTRU IOND WY STA�OAROS MAR 0 1 1999 JACOBSEN HOMES 11RESE saEancAnOTICE' DRAwNHs ARE, ms �`�� "� B.E.M. """ 2-6-99 ORIGINAL. PROPRIETARY. AN CafM71AL MATERIALS OF A&CO85FJ! MANIIFACIURING DRAWING 11TLL, PIER FOOTER SIZING CHART n P.O. BOX 368 W- SUCH MATERIALS ARE PROVW TO THE FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 R MT FOR SPEM IN"IMS NO IUSt BE DRAIW4G NUMBER: PHONE (727) 726-1138 IVI CaxnMYa ARD SEW FROM OTMRS SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM Ci n PIER SPACING SOIL BEARING PSF CAPACITY 20 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0* ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM Q Q PIER SPACING SOIL BEARING PSF CAPACITY G © 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 ( 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: Ol ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 907. COMPACTION FOR FILL 30 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. 5O 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. ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. 6WA-95—'01- 95-, 09- NQ` y �oV rll tile, �P,. GIST ERA �! Q� No. o 910334 -e% . �''TATT �-4 •' k�:'.L� DAPIA APPROVAL APPROVED EY l 41� N*rq INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1g9g JACOBSEN HOMES .IMS AN _..._ _.. _.._... THESE sPECIFIGTIONS AND DR,►W>Hcs ARE M.T. 2—$-99 moli DRUML, PROPRIETARY, AND CONFMITAL DRAWING TITLE: /� YATERULS OF ACOBSEN YANUFACMING H „ P.O. BOX 368 W- SUCH YATMAU ARE PROVIDED TO nIE PIER FOOTER SPECS CHART SAFETY HARBOR, FLORIDA 34695 RECPIENT FOR SPECYIC MOM AND OM BE DRAWING NUMBER: SU-O, -0040 PHONE (727) 726-1138 I�PT CONFlOf17fUtL ANO SECRET FROM oTH3K 26 MOBILE HOME SET-UP DIM. 'A' I DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑■❑ORIGINAL, JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: S.A. I DATE: ' 6-6-94 REV. LETTER:. DRAWING TITLE' COLUMN SUPPORT SPANS ❑„❑ P.O. BOX 366 INC. SUCH MATERIALS ARE PRONDED TO THE DRAWING NUMBER: SU-03-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • RECIPIENT FOR SPEGFlC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 27 SET UP NOTES (CLOSE UP) YOUR NOME Is EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER —IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON —SITE FINISH MATERIALS. 2. THERMO—PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE—UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE—UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE REMOVING SHIPPING STRIPSi. 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 NOTICEk mm SKMATIONS AM ORAWM ARC ONGKAI. PROPWARY, AND CMFMTW. MATFAIAL3 OF JACOBSEN MMLIFACTUFOG DRAWN BY: M.T. DATE 12-22-94 REV. LETIM. DRAWING TITLE SET UP NOTES P.O.rTilm Box ass W. 9KN MAIMA S ARE PROVED TO TIE DRAWING NUMBER: SU-05-0001 SAFETY HARBOR, FLORIDA 34695 RWf3R FOR 9E(iIC K %'= AID MUSE EF AID SIM FROM OTTERS. 08 PHONE (727) 726-1138 IM COEMMAL 28 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ 1 ♦ �♦ I I I I I I I —COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-001 O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-1138 RECIPIENT FOR SPECIAL PURPOSES AND MUST BE KEPT CONFTIAL AND SECRET FROM OTHERS DEII PHONE (727) . 29 SHINGLE INSTALLATION nnnr ri iren ur,in /Tvn\ SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TD 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. oE]E]o JACOBSEN HOMES Q,F❑ P.O. BOX 368. 901 4th ST. NORTR ❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION @ 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-001' 30 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE �Z ---_ -I 1 _ I SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/5" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL 00001 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAYANGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: DRAWING TITLE: EXTERIOR FINISH CLOSE-UP ❑❑N❑ ❑,S❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROYDED Tpp THE ❑ ❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SUM RRPOM AND,W ST BE KEPT CONFIDENIIAL AND SECRET FlDM'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 (B13) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. 0� JACOBSEN HOMES NOTICE: THESE sPEC✓FTcnnaFls AND DRAWINGS ARE unnrfrl UT: O.A. unit 06-06-94 Ntv. Ltllrx: P.O. BOX 368 ORIGIN& PROPRIETARY, AND CONFIDENTIAL MATERIALS OFlat JACOBSEN MANUFACTURING DRAWING TITLE: EXTERIOR SIDING APPLICA110N n INC. sMA�� ARE PROMM TO THE /H\ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECffNT FOR SI'FAFIC PUSS AND IUST BE IQPT CONF1OEL W AND SECRET HM OTHERS. DRAWING NUMBER: SU-05-0030 (09-30-08) 32 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �— MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I Imo— MATING LINE OF UNITS II SITE INSTALLED INSIE CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE urcnWN tlT: S.A. uAlt: 6-6-94 Ntv. LtlRtn: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFlDERIIAL AND SECRET FROM OTHERS DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 33 ri 9-I "r7--y�1 cr•hr�a •��cr 7 . ���1"'fTdtSNI hruatb� Ll�ll�: -si l �� iro"?! 4lytr� • 3�o�Xs��j Lill • :� paw �z Z v`Q - 5 O — t►S •.: °ate �''_� r-10 l fv-r R!r7N, - N Q3 Nl E j T11 A8 a3noaddv (Klw? APPROVED BY JUL 1 3 10 INC 7 p pill u � 0..C. oR MAD VE-R(1L.od- G11r) �� I�Y�-. �l ICI IJ C� I ��a"1•A�I-I-prl � � _ C`JP F LJ. �1�7) -- � D_3�°1�Ltil•��.1�1'L."j�iIGK1�l��—f�� ZW7 �14u�fllt`' Ll fir! vita(►•- SIr:xrj&t �WITli_ . I-IloL?� xyl[i�{zc�r1 X Z1�1.� �A� I (o"aG It�iTa�Jj1�9 CMIr�•) Sv-o�..0033 :Tw-o?5e, N pA"M: -7lW9¢ PW4 6Y= WGi jY{'=_' VI1�il� S4Dt1.!(,j "INStAlL.14�01.L MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 IRS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" DETAIL "A" ❑❑❑❑ JACOBSEN HOMES PONS AND DRAWINGS ARE THESE SPECIFICATIONS DRAWN BY: S.A. DATE: 6-6-94 NtV. LtI!tR: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. MATERIALS ARE PRONGED TO THE DRAWING TITLE: SHUTTER INSTALLATION _ SUCH ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-05-0034 W MOBILE HOME SET-UP DOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IDESIGNED FOR HURRICANE FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECTYOUR HOMEFROMBOTH TYPES OF WINO FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. AD RESISTANCE) ANCHORING EQUIPMENT SHALL BE ' CAPABLE . ANCHORING EQUIPMENT— (LO OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3,150 POUNDS TAND SHALL BE OTAL,) WITHOUT FAILURE E OF Tl-IESTANDING A ANCHORING EQUIPMENT. OVERLOAD (4,725 POUNDS ANCHORING EQUIPMENT— (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION BY A COAMNG OF ZINC ON NAT LEAST TO THAT OT LESS THAN 0.30TOUN ES PER SQUARE FOOT OF SURFACE COATED. ANED ION ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1, 1/4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ANCHORING NOTE' OR THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVc 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THE THIS CAN BEST. BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR �TCHARPLACMUST 3EMENT O US ED MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY JULINP1 3 LNG. CAUTION: DO NOT PRETENSION APPLIED TIE —DOWNS TALTERN A LAY ONOPPOSITE APS ON ONE SIDE F SIDES.THE THE HOME MAY HOME L BE Y. I PULLED ON S NOT APPLE OFF THE SUPPORTS. 37 x- 6-6-94 SU-07- 0001. TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. NOTICE: DRAWN BY: S.A. DATE: 7-20-94 REV. LETTER: :100 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TIE -DOWN STRAPS -_ ❑ P.O. BOX 36B INC. SUCH MATERIALS ARE PROVIDED TO THE ��Q� SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 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 r CONDUCTOR 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 1 /2" MINIMUM — 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS —OVER WIRES ARE COLOR —CODED SERVICE CONDUCTORS MAIN BREAKER HOT• NEUTRAL GROUND 150 2 NO. 1 NO. 1 NO. 6 200 (2 NO. 2 0 NO. 0 2 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 E1001 1 JACOBSEN HOMES THESE SPECIFICATIONSANDORAWNGS ARE DRAW eY: B.C.K. DATE 03-30-12 I❑Q I ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING 'DTLE ❑P❑ P.O. BOX 368 MATERIALS of aAcoesEN MANUFACTURING ` I I R!G �1CH YATERIALS ARE PR04IDED TO ltff SET—UP E ECTRICAL SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAVANG NUMBER: I ❑F0� PHONE (813) 726-1138 IIFPT OONRDFNTIAL AND SECRET MOM OlMS. SU-09-0001 e 39 ELECTRICAL CROSS -OVER & TESTING PROCEDURES MARRIAGE LINE 1 I I NOTCHED MARRIAGE WALL PERIMETER JOISTS — .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED —UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. — 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES xoTIc TM� �,�,,,,� „M DRAWS ARE + r,.: D.M.T. "' 05-25-06 P.O. BOX 368 DRIGIIAL. P WMIARY, AND CON WUMAL MATERIALS OF JACOBSEN NANUFACTLHHG DRAWNG TITLE: ELECTRICAL CROSS —OVER c SAFETY HARBOR, FLORIDA 34695 INC. SUCHHE � Sl R�pIUMS AREg AmOVM"T BE (09-29-0$) DRAMING NUMBER PHONE (813) 726-1138 WT COFWMAL Alp gO7 RN pl SU-09-0010 40 MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. B BARE COPPER J' " L- APPROVED GROUNDING TERMINAL - BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ J AC 0 B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAxTNCS ARE ORIGINAL, PROP RIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: ❑„❑ BOX 368 P.O. B MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE TYPICAL ELECTRICAL GROUND DRAWING NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-09-0020 41 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCARONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT AND SECRET FROM OTHERS. DRAWING NUMBER: PHONE (727) 725-1138 CONFIDENTIAL SU-09-0030 42 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS - TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JACOBSEN HOMES o;;o P.O. BOX 368 ❑❑❑❑ SAFETYHONEHARBOR,) 726-1IDA138 695 NOTICE: DRAIW BY: I DATE REV. LETTER. THEM sPE MCATLONS AM DRAVAM ARE: D.M.T. 3-22-95 ORIGINAL. PROPRIETARY. AND CONFMIAL DRATNNG TIT MATERIALS OF JACOBSEN MANUFACTURING PLUMB. CON. dt GAS TEST MG SUCH MATERIALS ARE PRDVw TO TFf AL � � 7 DRANING NUMBLR 09-29-OS Kfff SU-11-0001 ( 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. JAC0BSEN HOMES NOTICE: TNESE S'ECkICATR7Ns AND ORANINGS ARE DRAVRI BY: D.M.T. DATE 09-29-08 REV LETTER: Rd P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 OIWNAL PROPRIETARY, AND coNFlDmmm AT JAa AM YANUFAOTURINGM— � s� �� ,� �� � � RE(pE1Fi FOR Sum M FM NO INAT BE KEPT CONFR7FNRAL AND SECRET R O OHM DRAWNG TITLE:MATERIALS PLUMBING TEST DRAWING NUMBER: SU 11 0002 44 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING Irv. DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION I 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. (v _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN = 1 1/2" DRAIN LINE � = � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑®❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑®®❑ P.O. BOX 368 MATERIALS OF UA MANUFACTURING INC. SUCH MATERIALSLS ARE ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REaPIENT FOR SPECIFIC PURPOSES AND MUST BE ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS 45 DRAWN BY: S.A. I DATE: 6-6-94 DRAWING TITLE: SET-UP KIT. PL. FITTINGS DRAWING NUMBER: SU-11-0010 LETTER: MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED �� (1) FIXTURE DRAIN W.C. DROP 2" i 3" � i 0 i 2" ALT. VENTED 3" 3" DROPW.0 / TYPICAL 2" DROP O i � � INDICATES BOTTOM / 3" / 3" OF HOME i 1 1/2" DRY VENT 2 (SEE ALT. FOR OPT. WET VENT O UNVENTED i CONNECTION) �- INSTALL FULL SIZE W.C. DROP i 2" CLEAN -OUT IF SLOPE E/2" IS BETWEEN 1/8" & 3 O 1/4" PER FOOT i USE O IF CLEAN- / 3 3" TYPICAL OUT IS NOT NEEDED 3" 1 1/2" DROP O 3" i i i 3" / 1 1/2" 1 1/2" 1 O 1sf MINIMUM SLOPE 3" � 1/8" PER FT. FITTING SCHEDULE WITH CLEAN -OUT I 1/4" PER FT. A Q VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND ) WITHOUT CLEAN -OUT © 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) 3" EO HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FIR WATER HEATE / SECTION i i i ,,,,--3/4" THREADED INLET '4" DROP 3/4" TEE AND---- 3NLE THREADED 3/4" ELL FRESH WATER INLET FOR NOTE:_ INLET -FIELD SING[ F WIDES AND MULTI- THE TWO EXAMPLES SHOWN ARE INSTALLED WIDFS WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES PLUMBING INMORE SHOWN. THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑�❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S•A. 6-6-94 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TRE: ❑,.❑ P.O. BOX 368 MATERIALS OF JAC09SEN MANUFACTURING DRAIN SET-UP INC. SUCH MATERIALS ARE PROVIDED i0 THE ❑❑❑❑ SAFETY HARBOR,FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: SU-� -0005 PHONE 727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 46 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY WATER CROSS -OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1" X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE C.L.Y. 10-23-95 U01toll ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER INC. SUCH MATERIALS ARE PROVIDED TO THESAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIRC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0020 47 MOBILE HOME SET-UP JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL — SUPPLY DROP TYPICAL SUPPLY DROP REDUCER "Y -� FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER,AND COMP 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: 1HESE SPEaFICAIIONS AND DRANINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS ❑❑■❑ ❑,�❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACIURING INC. SUCH MATERIALS ARE PROVIDED TO THE ^ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REMENT FOR SPECFlD PURPOSES AND MUST BE IOPT CMIRM(TIAL AM SECRET FROM OTHERS. (09-30-08 ) DRAWING NUMBER: SU-13-0001 48 MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE o 0 1 1/2 INCHES. ABOUT THREE INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY Fitting or A) SLIP DUCT OVER FITTING AT LEAST A)- FOLLOW AS DIRECTED UNDER Coupling THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO Band Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED L HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) — PRESSURE IS ASSURED. SEE PRESURE 3 C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR Duct DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A'SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES. NOT TO EXCEED o C) APPLY DUCT TAPE* AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE CONNECTING EACH. LIMITATIONS FOR D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP WITH TABS. » DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. »» PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10") AND 2 IN. W.G. (DIAMETERS 12° AND OVER) TO ACHIEVE PROPER TENSIONING OF. PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT—H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑ .❑ORIGINAL, ❑ EIR ❑❑ JACOBSEN HOMES P.D. 80X 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACNRING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS urt„nn or S.A. 6-6-94 DRAWING TITLE: MOBILE HOME SET—UP DUCTWORK DRAWING NUMBER: SU-1 3-0010 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 d OR RIGID CAP CAP NOTES: ❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: R.R. DATE: Ol -21- 00 REV. LETTER: DRAWING TITLE: EIED]❑ MATERIALS OF JACOBSEN MANUFACTURING ELECT. CLOTHES DRYER VENTING ❑P.O. BOX 368 INC. SUCH'MATERIALS ARE PRDNDED TO THESAFETY � HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0001 E IA 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 PANS FACTORY INSTALLED - DRAIN THROUGH FLOOR AND BOTTOM BOARD SITE INSTALLED DRAIN PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'—O'uO.0 MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. "-% (SEE DETAIL 'A') SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW. PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JAC 0 BS EN HOMES NOTICE ,,,� saEc�cAnoNs NO oRAwNcs „M DRAWN BY: M.T. DATE 03-08-07 REV. ❑;�❑YA1FWW P.O. BOX 368 0MGNAL. PRO WARY. AND COIIFiDENRAL YANtR:ACRIRM JALS DRAWING 111LE: W/H PAN DRAIN D 'vl AT AM NC gyp{ yA1FRIALS ARE FRONDED io 1fE ❑❑❑❑ SAFETY ONE (OR.) FLORIDA26-1138 95 � tM OU � 1 DRAWING 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 f VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND ORAYANCS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑,m❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND NUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-15-0002 52 SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE INSTALLATION) JACOBSEN HOMES mm SPEC � DRAvm ARE DRAWN BY. M.T. " 10-18-07 REV. LEM ORIMNAL, PROPIEEGRY. AND MIDUM DRAWING 1RLE P.D. BOX 368 YATPAWS OF 4 COM YANITAnIMIG CLOTHES DRYER VENTING W- SM YA1ERAlS ARE PROWIXD 10 7K SAFETY HARBOR, FLORIDA 34695 REO M FOR tic IM P(M AD UT Ri DRAWING NUWHR PHONE (727) 726-1138 art OOl6MOM AID SM FIN 01M SU-15-0004 53 BOTTOM BOARD P-TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED.. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE 10-31-01 RD. LEffER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS MANUFPROVIDE CTO ING s OF JACORIALS YC. DRAIMNG TITLE - Nc P.O. BOX 368 AEE THEBOTTOM INC. SUCH YAIBRIALS ARE PROVIDED TO i!i SUC BOARD P-TRAP ACCESS SAFETY HARBOR, FLORIDA 34695 RECPIE a FOR S?EOFIC PURPOSES AND WSf BE AID SECRET FROM OTHERS. DRAWNG NUMBER:/1O—OS—OS\\ SU-15-0010 PHONE (727) 726-1138 KEPT CONFIDENTIAL \ / 54 AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT COKCTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) I DUCTS SHALL BE MADE PER OTHER DETAILS 00 I 00 I CEILING BOARD --- PLENUM (DUCT WSTRIBU110N BOX) UNIT ITARRUIGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) 1 SUPPUED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW JACOBSEN HOMES rlorTc& DRAW BY- oATe REY' 1ETIER: THESE SPECIfiGTIONS AND DRAWINGS ARE C.L.Y. 3-21-95 ORIOWAE, PRPWARY, AND CONFIOENTIAI DRAWING TI DiorP.O. BOX 368 MATERIUS OF JACOM MANUFACTMNG ' R HANDLER CROSS -OVER WC. M MATERKS ARE PROM D TO THE SAFETY HARBOR, FLORIDA 34695 REOFENT FOR SKCFIC PjM0 Ala wm BE HIMPHONE (813) 726-1138 WT CN WR& AEa SECRET HIM ODM ORAWWG NUMBER--SU-AC-0100 95 SHILON Umi M m MOMEN . I oll 0 a