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HomeMy WebLinkAboutPLANSManufactured Home Installation Specifications (Must be completed and submitted with your application) Applicant L0. hoacl Vf I L` 1.1/-iop Permit# Address Manufacturers Name N Q Ili 14i4 Roof Zone 1)0 Wind Zone -+-4-- No. of Sections oZ Width a Length (5 (D YeanaOQ_L Serial # N I —i S 8 3 Installation Standard Used (check) Manufacturers Manual ✓ 15C-1 Site Preparation Debris and Organic Removal Water Drainage: Natural Swale Pad L,-' Other Foundation Load bearing soil density )S0O Or assumed 1,000 psf Footing type: Poured in place Portable Maimed frame block: Size $ Placement o.c. 871 c O. G Perimeter blocking: Size Number Location Ridge beam support: Number Size Location S[L wt�.ed11 Center line blocking: Number Size Location GG0..tir..C.{�.err Special supports required (fireplace, bay 111dow) Yes V No Mating of Units: Mating gasket ✓ Type used r,, + PID ('a,Gka(i{ Fasteners: Roof a t( / Type l'� Spacing Z o.c. Endwall Type JC&v)S Spacing I(n" O.C. 11 Floors Type I.c..C.5 Spac' g I(. O.C. Anchors: Type6,000 3,150 Height of Unit (top of foundation to frame): lam„ Angle of straps �j 14j� Number of frame ties —O p. -- Spacing O.C. Number of over -roof ties (if required) 'jf/ Number of sidewall anchors ' tl Zone II ✓ Zone III Number of centerline anchors 40 Number of stabilizers _L Vents required for underpinning (Isf/150 sf Floor area): No. Vell : 6 4 i M Prepared by: �� Date: Page # Page # Jr Page # �) Page # Page # Page Page # & 4i` ,L, Page # Sr_� Page # 13 Page # �— Page # Page# 1� Page # 14 Page # 23 Page # 1_ Page # -0&-- Page # 1,VR — Page #ram Page # ZQ Page # 3Z Page # 5-Z. 09 Zb Revised)/2212at4 ■ke <! ., \) !! \ ■ � J � « % uF M m OP I 0 467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437 a www.olivertechnologies.com INSTALLATION USING CONCRETE RUNNER/ FOOTER 15. A concrete runner, footer or slab may be used in place of the steel ground pan, a) The concrete shall be minimum 2500 psi mix b) A concrete runner may be either longitudinal or transverse, and must be a minimum of 8" deep with a minimum width of 16 inches longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below). c) Footers must have minimum surface area of 441 sq. 1n.(I.e.21" square), and must be a minimum of 8" deep. d) If a full slab is used, the depth must be a 4" minimum . Special Inspection of the system bracket installation is not required. Footers must allow for at least 4" from the concrete bolt to the edge of the concrete. VOTE: The bottom of all footings, pads, slabs and runners must be per local Jurisdiction. LONGITUDINAL: (Model 1101 LC "V") 16. When using Part# 1101-W-CPCA (wetset) simply install the bracket in runner/footer OR When Installing In cured concrete use Part# 101-D-CPCA (dryset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete wedge bolts (Simpson part # S162300H 5/8' X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locations, then using a 5/8" diameter masonry bit, drill a hole to a minimum depth of 3", Make sure all dust and concrete is blown out of the holes. Place wedge bolts into driIle holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts - down by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedge bolt needs to be at or below the too of concrete Complete by tightening nuts. LATERAL: (Model 1101 TC "V") 17. For wet set (part # 1101-W-TACA) Installation simply install the anchor bolt into runner/footer. For dry set Installation (part # 1101-D-TACA mark bolt hole locations, then using a 5/8" clam. masonry bit drill a hole to a minimum depth of T" Make sure all dust and concrete is blown out of the hole. Place wedge bolts (Simpson part #SI62300H 5/8" X 3" or Powers equivalent) Into (D) concrete dry transverse connector and Into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to hit the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or below the too of concrete. 18. When using part# 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18. Notes: 1. LENGTH OF HOUSE 15 THE ACTUAL BOX SIZE 2. E3—= LOCATION OF TRANSVERSE BRACING ONLY 3 ® = LOCATION OF LONGITUDINAL BRACING ONLY 4.K�--=TRANSVERSE AND LONGITUDINAL LOCATIONS ALL WIDTHS AND LENGTHS UP TO 52' ALL WIDTHS AND LENGTHS OVER 527080' HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 systems for home lengths up to 52' and 8 systems for homes over 52' and up 80'. PATENT# 6634150 & OTHER PATENT PENDING Page: 467 Swan Ave a Hohenwald, TN 38462 a (800) 284-7437 a www.olivertechnologles.com a Fax (931) 796-8811 OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V" (Steps 1.14) LONGITUDINAL ONLY: Follow Steps 1-9 LATERAL ONLY: Follow Steps 1-3 and Steps 10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15-18 ENGINEERS STAMP . SPECIAL CIRCUMSTANCES: If the following conditions occur - STOPI Contact Oliver Technologies at 1-800-284-7437: a) Pier height exceeds 48" c) Roof eaves exceed 16" e) Location is within 1500 feet of coast b) length of home exceeds 76' d) Sidewall height exceed 96' I. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C). 1, Place ground pan (C) directly below chassis I-beam. Press or drive pan firmly into soil until flush or below soil then install pier per manufacturer's instructions or per Florida Regs. SPECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home and should be loaded as any other pier. It Is recommended that after leveling piers, and one-third inch (1/3") before home is lowered completely on to piers, complete steps 4 through 9 below then remove Jacks. INSTALLATION F LONGITUDINALRACE SYSTEM (Model 1101 L "V") NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAY BE USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5W , VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG.). 1. Choose one of the approved Iongitudlnal tube installations; either Diagram A or B. Then select the correct square tube (E) length from the diagram for appropriate pier height at support location or cut and drill 1.5"square tube to achieve appropriate length. PIER HEIGHT 1.25" 1.50" PIER HEIGHT 1.50" (40°Min. -45"Max.) Tube Length Tube Length 9/16'01a.(.562')hole7 (40"Min.-6W Max.) Tube Length 7 3/4" to 25" 22" 18" 24 3/4" to 32 1 /4" 32" 18" 33" to 41" 44" 18" 40" to 48" 54" 18" Diagram A ------ — T 0.75' 14"to 18" 20" 18" to 25" 28" — — — — — 24" to 35" 39" 30" to 40" M.. o.75•i 36"to 48" 54" Diagram B 5. Install (2) of the 1.50" square tubes (E) Into the "U" bracket (!), insertcarriage bolt and leave nut loose for final adjustment. 6. Place I-beam connector (F) loosely on the bottom flange of the I-beam. 7. (For Diagram A installation) Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with bolt and nut. (For Diagram B Installation) Attach the selected 1.5"tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. 8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely In place. 9. Using standard hand tools tighten all nuts and bolts. (For Diagram A Installation only, secure 1.25" and 1 .50" tubes using four(4) 1 /4"-14 x 3/4" self -tapping screws in pre -drilled holes.) INSTALLATION OF LATERALTELESCOPING TRANSVERSE ARM SYSTEM (Model 1101 T "V") THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATESTHE NEED FOR STABILIZER PLATES & FRAMETIES. NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5W, FOUR FOOT (41) GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10. Install remaining Vertical tie -down straps and 4' ground anchors per home manufacturer's instructions. NOTE: Centerline anchors to be sized according to soil torque condition. Any manufacturer's specifications for sldewall anchor loads in excess of4,000lbs. require a 5' anchor per Florida Code. 11. Select the correct square tube brace (H) length for setup lateral transverse at support location. The lengths come 1n either 60" or 72" lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the Inserted tube.) 12. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut. 13. Slide 1.25" transverse brace Into the 1.50" brace and attach to adjacent I-beam connector ( I ) with bolt and nut. 14. Secure 1.50" transverse arm to 1.25" transverse arm using four (4) 1 /4" -14 x 3/4" self -tapping screws in pre -drilled holes. page ...�_.._. -_.... __......._., ...�_..�.._...-...� g.., a.:.... no Want 467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437 • www.alivertechnologies.com • Fax (931) 796-8811 OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5/18) PATENT# 6634150 & OTHER PATENT PENDING o �s o. sz STATE OF ; ?.'�(C� .4 O R 1Qp'������ •, Aug 24, 2018 I-Lans\rerSe Ann, F&am Conned., I-Transv\eoe Arm, 1-Beam Connecror P."Ia H-Transverse Arm H-hansverse Ann Pan#1101-W-TACAnotshoen TOP II.BS'1 TOP(t25j Botton, 0.51 BOltom (t57 1 Cement Block ICMU-Pio 1 omitted I omitted 1 LFor Clarlry J D-Concrete Transverse IIrGWriry - Pan Transverse Connector y Connector C-Concrete5lab/ > Footer C-Ground Pan - Anchor Bolts Model # 1101 T W" Model # 1101 TC "W Florida approved 4' ground anchors maybe used in all locations except where home manufacturers specifications for sidewalI straps are in excess of 4,0001bs. These locations require a 5' anchor. Per Florida code. C = GROUND PAN / CONCRETE FOOTER OR RUNNER D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 -1/2"x 2" 1 /2"carriage bolt and nut) E =TELESCOPING V BRACE TUBE ASSEMBLY (1.5" TUBE BOTTOM AND 1.25" TUBE INSERT) OR 1.5" TUBE F ="V" BRACE I -BEAM CONNECTOR ASSEMBLY H =TELESCOPING TRANSVERSE ARM ASSEMBLY I =TRANSVERSE ARM [-BEAM CONNECTOR (connects with grade 5 -1/2"x 2" 1/2"carriage bolt and nut) J = V PAN BRACKET (connects with grade 5 -1/2"x 2" 1 /2"carriage bolt and nut) I -Transverse Arm, I -Beam Connector F - "V"Brace l-Beam H-Transverse Arm Connectors /Top0.5 25) Bottom D - Pan Transverse Connector / Concrete Transverse Bracket C-Ground Pan Concrete Footer Pan V &ack Bracket �fJ Concrete Bracket E-"V°are ce Tube 0.5°) Model # 1101 W" PATENT# 6634150 & OTHER PATENT PENDING Ponaol o-cFa B Pastan101W{ Anot horn Model # 1101 C "V" Pane_ Revision 08/23/1£ 2017 Hadde Building Code Reiideriflal Section R311 and R312 R311.72 Headroom R311.75.1 Riser Height R31L7.5.2 Tread Depth R311.7.8 Handralls R311.7.82 Continuity R311.7.89 Handrail Grip Size R312.1.2 Guards R312.1.3 Guard Opening Limns 'L�li *lO 9L25OH " Y!'•1' WC SeaCN[aefWhvM RRr>OtRaadANR iXi 9Qi0B1YLEa lO NttNT UN W!b NIO Zlc{Mlel1n1R8 irlLLWlGa STAIR DETAIL Nomircular Handrail F.Sxsw.{ T • iew. / 1 l an wdhu _ seen x►sAiaeax�LrEasuRehffNr oc io•xao• REM HMGW IS 7 3/4' max. weds®W[bvo[tlneiarmut hive i Pe<wwa of i m. x[w. am 6.]S ]R. Mas rdh a aas secYua dfnwnbaif"+e wc8ee xx{m'xsieR.o K9rNPi #Blt31P6fislO iaCx daiara xP0.t .�.. RAIL GALV. NAILS OR 3/4" VARIFORM PROGUARD 16" W VINYL PANELS PROVIING 4.78 SQ. FASTEN BOTTOM RAIL W/ 3/4 #8 SCREWS 16" 0 7' GAL. NAILS. 16 0 NOTE: AN ACCESS PANEL 18"X24" MIN WILL BE PROVIDED TO ACCESS CRAWL SPACE. THE ACCESS PANEL WILL BE FASTENED W/ 1" LONG PHILLIPS HEAD SCREWS. ANY HOME WICH IS MORE THAN 36" ABOVE FINISH GRADE WILL HAVE VERTICAL 48" OC WIND STAYS MOBILE HOME CRAWL SPACE TYPICAL SECTION 2= 1'0