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Home My WebLink AboutMANUFACTURED HOME INSTALLATION■ BRINGING WRIcA HOME. BRINGING AMIRID FUN. 2520 By -Pass Road, Elkhart, Indiana 46514-1584 • 219-294-6521 MANUFACTURED it HOME 01-17-05 INSTALLATION FOR THE STATE OF FLORIDA (Supplement to Manufactured Home Installation Manual) This supplement is in accordance with the State of Florida Department of Highway Safety and Motor Vehicles manufactured home installation requirements. (,-; BRINGING Awla HOME. BRINGING AwRla FUN. NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE --- -SOMEONE-UNF'AMII IAR Wes_MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARANTEE THEIR WORKINWRITING FOR A REASONABLE TIME AND SHOULD, ]IF NECESSARY, AGREE TO RE- LEVELTHE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. The technical content of this Installation Manual has been reviewed by PFS Corporation and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. Ws supplement is in accordance with the State of Florida Department of Highway Safety and ✓Iotor Vehicles manufactured home installation requirements. APPROVED PFS Corporation Madison W/ 01131105 HUD Manufactured Home Construction & Safety Standard i e Notes Stran Annlac fnr Il nnnit.rriinnt Tin.-rJnui.■c WIND ZONE 11 100 m h Unit Width Max. Horizontal Angle Max. Vertical Angle 12 ft. 45 degrees 62 degrees 14 ft. 45 degrees 57 de rees 16_ft. _- --_45-de rees- - -51-de rees- 24 ft. 45 degrees 61 degrees 28 ft. 45 degrees 56 degrees 32 ft. 45 degrees 50 degrees 24 ft. 5/12 roof pitch 45 degrees 57 degrees 28 ft. 5/12 roof pitch 45 degrees 51 de rees 32 ft. 5/12 roof pitch 45 degrees 43 degrees Tri lewides 45 degrees 52 degrees Tag Units 45 degrees 45 degrees See notes below for additional information. WIND ZONE 111 110 m h 12 ft. 45 degrees 56 de rees 14 ft. 45 degrees 49 degrees 16 ft. 45 degrees 41 degrees 24 ft. 45 degrees 54 degrees 28 ft. 45 degrees 47 degrees 32 ft. 45 degrees 39 de rees 24 ft. 5/12 roof pftch 45 degrees 49 degrees 28 ft. 5/12 roof pitch 45 degrees 41 degrees 32 ft. 5/12 roof pitch 45 degrees 28 degrees Tri lewides 45 degrees 42 degrees Tag Units 45 degrees 45 degrees / Main I -Beam 9/16" hole centered in Web of beam. Hole METHOD 1 may be factory provided. / 4of4. F METHOD 2 O Longitudinal Beam Clamp O rAngle frame bracket - T'ie-Down Tie -Down Engineering part 11 Engineering part no. 59009 or no. 59011 or Equivalent. Equivalent. Swivel connector Swivel connector with int r integral strap- n..a_:r ■nr T_._e__� � e9 VYwn v - if %14X a-vnyruaLunar r rC-NNwr) \iulfrf. I strap. NOTES: 1) Straps shall be Type 1, Finish B, steel strapping .035' thick x 1-1/4' min. wide, listed for a minimum working load of 3150 lbs., ultimate load of 4725 lbs. Finish B - hot dipped galvanized zinc coating of 0.60 ounces per sq. ft., per surface. Strop shall conform to ASTM spec. D3953-91- 2) Ground anchors shall be listed for a minimum working load of 3150 lbs., and ultimate load of 4725 lbs and be certified by a Professional Engineer. 3) A pivoting frame clamp is required -at the top of the I -Beam for installation of tie -down straps along the main I -Beams. Any pivoting frame clamp approved by the State of Florida may be used. 4) Other tie -down systems may be used such as Vector -Dynamics by Tie -Down Engineering, if installed per the manufacturer installation instructions, approved by the State of Florida and certified by a Professional Engineer. 5) Longitudinal stabilizer devices (L28D) by Tie -Down Engineering may be used as an aftemate to the longitudinal tie -down straps and anchors shown in detail 'B', provided that the devices are installed per the manufacturer installation instructions, approved by the State of Florida and certified by a Professional Engineer. 6) The minimum distance between the bottom of the I-beam and finished grade is 18". When the grade is sloped, 25% of the lowest member maybe below 18" However under no circumstances may the bottom of the 1-beam be set below 12" from finished grade. 7) A radius clip is required on factory installed centerline fie -downs that have a slot designed to receive a tie -down strap. 8) Strap hooks, buckles and field threaded buckles are not permitted. To splice a strap a double crimp seal is required. See manufacturer instructions. 9) All equipment and connection devices shall be galvanized and rated for a minimum working load of 3150 lbs. 10) When the soil compaction or soil bearing capacity is not known, assume 1000 PSF or consult with the local building authority. 11)See Skyline Corporation Manufactured Home Installation Manual for other information not covered by this supplement. Site installed See detail'N for tie -down strap Strap to Beam (typical). attachment. , -- - H Strap Angle (typical) Typical Sinalewide Application. See detail'A for Strap to Beam attachment. Factory installed sidewall strap (typical}. �► Factory installed sidewall strap (typical). Site installed tie down strap (typical). Page 1 of 4. Straps and Anchors to be spaced 5'-4" o.c, max. at Wind Zone II and 4'-0" o.c, at Wind Zone Ill. Shed Roof Models to have Straps and Anchors 4'-0" o.c. max. at Wind Zone II and III. H r Strap Angle (typical) Typical Shed Roof Sinalewide Application at Wind Zone III only. Strap Angles for Diagonal Tie -downs - Singlewides. WIND ZONE ll 100 mph) Unit Width H max. H (min.)* Strap Angle max. Strap Angle min. 12 ft. 31.5" 20" 46.6 degrees 26.8 degrees 14 ft. 34.5" 22" 46.9 degrees 26.4 degrees 12 ft. Shed Roof 34.75" 20" 49.4 degrees 26.8 degrees 14 ft. Shed Roof 38" 22" 49.7 degrees 26.4 degrees 16 ft. 45.5" 22" 46.5 degrees 20.3 de rees WIND ZONE 111 110 mph) Unit Width H max. H min. • Strap Angle max. Strap Angle min. 12 ft. 36.5" 20" 50.8 degrees 26.8 degrees 14 ft. 39.5" 22" 50.8 degrees 26.4 degrees 12 ft. Shed Roof 48" 20" 23.2 degrees 7.6 degrees 14 ft. Shed Roof 48" 22" 20.0 degrees 6.9 degrees 16 ft. 48" 22" 48.0 degrees 20.3 degrees note: n max. may De Increased oy 1/Z the depth of the main I-beam when method 1 of detail'A' is used to attach tie -down straps to the main 1-beams. Singlewide Diagonal Tie -Down Requirements. The minimum pier height of 20" or 22" is based on a 8" or 10" 1- Beam and a 12" distance from the bottom of the I-beam to finished grade, See note 6. ■ E Factory installed sid wall(typical). strap \ - (typical). Straps and Anchors to ` be spaced 5'-4" o.c. max. at Win and 4'-0" o.c Zonel Factory i sidewal (typic Factory installed sidewall strap (typical). See detail'A', for Strap to Beam attachment. Strap Angle (typical) Page 2 of 4. Site installed tie -down strap (typical). See detail 'A' for Strap to Beam attachment. H Strap Angle (typical) Strap AnalPc fnr Aiannn�► T:n_rh.....�. _ n....�.r..rr..:_:_ .__:�__ WIND ZONE 11 100 mph) Unit Width H max. H (min.)* Strap Angle max. Strap Angle min. 24 ft. 29.5" 22" 48.3 degrees 31.4 degrees 28 ft. 31.5" 22" 48.1 de rees 29.5 de rees 32 ft. 42.5" 22" 46.6 degrees 21.7 degrees 24 ft. 5/12 roof itch 48" 22" 23.2 degrees 8.1 degrees 28 ft. 5112 roof itch 32 ft. 5/12 roof itch 48" 48" 22" 1 22" 20.6 degrees 1 19.0 degrees 7.1 degrees 6.5 degrees WIND ZONE 11l 010 mph) Unit Width 24 ft. H max. 32.5" H min. ' 22" Strap Angle max. 51.1 degrees Strap Angle min. 31.4 degrees 28 ft. 35" 22" 51.1 degrees 29.5 degrees 32 ft. 24 ft. 5/12 roof itch 48" 48" 22" 22" 50.0 degrees rees 23.21d; 21.7degrees 8.1 degrees 28 ft. 5112 roof itch 48" 22" 20.6 rees 7.1 degrees 32 ft. 5/12 roof itch 48" 22" 19.0 rees 6.5 degrees Site Installed tie -down strap (typical). NOTE: Strap angles and pier heights for triple -wider are the same as strap angles and pier heights for 28wide units. " H max. "may be increased by 12 the depth of the main I-beam when method 1 of detail 'A' is used to attach tie - down straps to the main I -beams. The minimum pier height of 22" is based on a 10" I-beam and a 12" distance from the bottom of the I-beam to finished grade_ See note 6. n � i r I 44� 1 Lower portion of frame clamp with integral strap and radius clip (Tie -Down Engineering part no_ 59002 - or equivalent). �i Typical longitudinal tie -down. 4 required each end of each floor. ......................................................... .. Typical Singlewide _ Lower portion of frame Flat damp with integral washer strap and radius clip. i Main unit I -Beam - Typical main I-beam. j...... .............................:.................. >..................................................... >..................................................... • �................................................... / i' f f,. .........}......... See detail'B' for „ ; strap to beam ,,, attachment. Typical Doublewide w/Tag Max. horizontal Longitudinal Tie angle. See table Down strap. page 4. Main I -Beam Front or rear crossmember. Top View Top portion of frame clamp with beam hook "AI 1=� .............................................. ..............................................� >.............................................. , Typical Doublewide .............................................. .............................................. `-------•---------- , -----•----------- /1�............................................... '.......................................` 1.........................................C.` Main I -Beim Max. vertical angle. See table page 4. Typical Triplewide Front or rear Longitudinal Tie -Down Requirements. Side View Longitudinal Tie - Down strap.