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Home My WebLink AboutMANUFACTURED INSTALLATION3MMINE6 BRINGINGAMERINHOME. BRINGINGGMERIfd fUN. 2520 By -Pass Road, Elkhart, Indiana 46514-1584.219-294-6521 08-24-99 MANUFACTURED HOME 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. S i�lE� BRINGING Ah1ERIfA HOME. BRINGING A1ERIU, [ON. 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 UNFAMILIAR WITH MANUFACTURED HOMEINSTALLATION TO PERFORM THE INSTALLATION. SET-UP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARANTEE THEHt WORKINWRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RE - LEVEL THE HOMEWITHIN 90 DAYS AFTER THE INITIAL SET-UP. The technical content of this Installation Manual has been reviewed by Underwriters Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. This supplement is in accordance with the State of Florida Department of Highway Safety and Motor Vehicles manufactured home installation requirements. ISSUED BY FOLLOW-UP SERVICES DEPT. JULY 14,1999 UNDERWRITERS NU oFt Notes Strap Anales for Lonoitudinal Tie -downs WIND ZONE II 100 m h Unit Width Max. Horizontal Angle Max. Vertical Angle 12 ft. 45 degrees 62 degrees 14 ft. 45 degrees 57 degrees 16 ft. 45 degrees S1-degrees 24 ft. 45 degrees 61 degrees 28 ft. 45 degrees 56 degrees 32 ft. 45 de rees 50 degrees 24 ft. 5/12 roof pitch 45 degrees 57 degrees 28 ft. 5/12 roof pitch 45 degrees 51 degrees 32 ft. 5/12 roof pitch 45 degrees 43 degrees Tri lewides 45 degrees 52 degrees Tag Units 45 degrees 45 degrees WIND ZONE 111 110 m h 12 ft. 45 degrees 56 degrees 14 It. 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 degrees 24 ft. 5/12 roof pitch 45 degrees 49 s 28 ft. 5/12 roof Bch 45 degrees 41 s 32 ft. 5112 roof Bch 45 degrees 28 s t Tritewides 45 de rees 42 s Ta Units 45 de rees 45 s See notes below for Main [-Beam additional Information. 9116' hole centered in Web of beam. Hole may be factory METHOD 1 provided. / Longitudinal Beam Gump Tie -Down Engineering par no. 59011 or Equivalent , Swivel connector integral strap. METHOD Angle frame bracket -Tie-Down Engineering pad no. 59009 or Equivalent Swivel connector with strap. 1) Straps shall bd Type 1, Finish 9, steel strapping .035' thick x 1.11C min. wide, listed for a minimum working load of 3150 lbs., ultimate load of 4725 Its. Finish B - hot dipped galvanized zinc coating of 0.60 ounces per sq. R, par surface. Strap shall conform to ASTM spec. 133953-91. 2) Ground anchors shall be listed for a minimum working bad of 31501bs., and ultimate load of 47251be and be certified by a Professional Engineer. 3) A pivoting frame clamp is required at the top of the I-beam for Installation of fie -down straps along the main I -Beams. Any pivoting frame clamp approved by the Stale of Florida may be used. 4) Other tie -down systems may be used such as Varor4)ynamics by Tie-0nwn Engineering, If Installed per the manufacturer installation instructions, approved by the State of Florida and certified by a Professional Engineer. 5) Longitudinal stabilizer devices (L2SD) by Tw4)own Engineering may be used as an ahemste to the longitudinal tiedown straps and anchore shown In detail'B', provided Oat the devices are installed per the manufacturer installation Instructions. approved by the State of Florida and cartihed by a Professional Engineer. 6) The minimum distance between the bottom of the "earn and finished grade is 13'. When the grade is sloped, 2516 of the fewest member may be below 18: However under no circumstances may the bottom of the 14mam be sat below 12' from finished grade. 7) A radius clip is required on factory Installed centedine tiedowns that haw a slat designed to recent a tie -down strap. 8) Strap hooks, buckles and field threaded buckles are not permitted. To splice a strap a double cdmp seek Is required. Sae manufacturer Instructions. 9) All equipment and connection devices shall be galvanized and rated for a minimum working load of 3150 lbs. 10) When the sell compaction or soil bearing capacity is not known, assume 1000 PSF r consult with the local building authority. 11)See Skyline Corporation Manufactured Homo Installation Manual for other information not covered by this supplement. ,�ICyLME Site installed tie -down strap .(typical). Factory installed sidewall strap (typical). See detail'A' for Strap to Beam attachment. ICI Typical Sinalewide Application. See detail'A' for Strap to Beam attachment. Strap Angle (typical) Typical Shed Roof Sinalewide Application at Wind Zone III only. Factory installed sidewall strap (typical). Site Installed tie down strap (typical). Straps and Anchors to be spaced 5'4" o.c. max. at Wind Zone It 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. Strap Angles for Diagonal Tie -downs - Singlewides. WIND ZONE 11 100 m h Unit Width H max. H min. a Strap Angle max. Stra An le min. 12 ft. 31.5" 20" 46.6 degrees 26.8 de rees 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 de rees 20.3 de rees WIND ZONE Ill 110 Mph) Unit Width H max. H min. • I 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 de rees 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 90.3 de rees Note: H may. may be Increased by 12 the depth of the main I-beam when method 1 of detail'A' Is used to attach lie -doom straps to the main I -beams. Sinclewide Diaconal 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. Factory installed sidewall strap (typical). Straps and Anchors to be spaced V-4" o.c. max. at Wind Zone II and 4'-0" o.c. at Wind Zone III. Factory Installed sidewall strap (typical). \ Factory Installed sidewall strap (typical). See detail'A' for Strap to Beam attachment. Angle (typical) See detail'A' for Strap to Beam attachment. (typical) Site installed tie down strap on 5H2 roof pitch models. Site Installed ti"-0 strap See detail'A' for S Strap to Beam ti attachment. 0 " H Strap Angle (typical) Strap Anales for Diaconal Tee -downs - DoublatTriale wides_ 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 degrees 32 ft. 42.5" 22" 46.6 degrees 21.7 degrees 24 ft. 5/12 roof pitch 48" 22" 23.2 degrees 8.1 degrees 28 ft. 5/12 roof pitch 48" 22" 20.6 degrees 7.1 de rees 32 ft. 5/12 roof pitch 48" 22" 19.0 de rees 6.5 de rees WIND ZONE 111 110 mph) Unit Width H max. n le max StrapAn le min. 24 ft. 32.5"de rees 31.4 degrees 28 ft. 35" degrees 29.5 degrees 32 ft. 48" U22"F de rees 21.7 degrees 24 ft. 5/12 roof itch 48" de rees 8.1 degrees 28 ft. 5/12 roof %l 0' de rees 7.1 decrees 32 ft. 5/12 roof itch 48" de rees 6.5 de rees to installed rdown strap rpical). NOTE: Strap angles and pier heights for tripie-wldes are the same as strap angles and pier heights for 28' wide 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 tle- dovm 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 Page 3 of 4. Lower portion of frame damp 12' grade 5 88 with integral strap and radius beg with nut . clip (Te-Doxn Engineering Top portion of frame part no. 59002 - or clamp with beam hook equivalent). Lower portion of frame Flat clamp with Integral CD vrasher strap and radius dip. r Main unit l-Beam Detail 'A' -Typical Pivoting MethodI- attachlower Method 2-attach lower Frame Clam portion of frame damp portion of frame clamp to p to factory provided holes top portion of fume clamp See notes on pane 4. 1 in I -Beam web. I I wh �_ n",.tr Typical longitudinal tied w . 4 required each end of each floor. Typical Sinalewide Typical main I-beam. —Typical Doublewide r see aetan'B' �......... ... strap to bean attachment. Typical Doublewide w/Taa Max. horizontal Longitudinal p- —y angle. See table own Dstrap. page 4. 1-Beam Front errear crossmember. Top View Main Max. vertical angle. See table page 4. Typical Triviewide Front or rear Longitudinal Tie -Down Requirements. Side View Longitudinal Tie - Down strap.