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HomeMy WebLinkAboutINSTALLATION OF GROUND PANOLIVER TECH 11F /WFLORIDA INSTALLATION I LONGIMODEL I TUDINAL FOR ADDING LATE FOR CONCRETE APJ ENGINEERS STAMP )GIES, INC. :UCTIONS FOR THE - FOUNDATION SYSTEM "V" (STEPS 1-15) LY: FOLLOW STEPS 1-9 L ARM: Follow Steps 10-15 :ATIONS: Follow Steps 16-19 page I revision 6107 RE TEIVED APR 14 gg ENGINEERS STAMP �. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 800-284-7437 : a) Pier height exceeds 48" b) Length of home exceed sl76' c) Roof eaves exceed 16" d) Sidewall h ht exceed 96" e) Location is within 1500 feet of coast 2. Remove weeds and debris in an approximate two foot sq l are to expose firm soil for each ground pan ) . 3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soil until flush with o below soil. SPECIAL NOTE: The longitudinal W" brace system serves as a pier under the home and should be loe ed as any other pier. It is recommended that after leveling piers, and lone -third inch (1/3") before home is lowered cI mpletely on to piers, complete steps 4 through 9 below then remove jacks. NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEMS I A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIOf IS REQUIRED. SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEREADINGS ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 360 A 4 FOOT AHOR MAY BE USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4" . VERTICAL TIES ARE ALSO REQRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG.) . 4. Select the correct square tube brace (E) length for set -4 (pier) height at support location. (The 18" tusL is always used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled I length as long as a 40 to 45 degree angle is maintained. PIER HEIGHT 1.25" ADJUSTPj (Approx. 45 degrees Max.) Tube Length 1.50" ADJUSTABLE Tube Length 7 3/4" to 25" 22" J 24 3/4" to 32 114" 32"I 18" 33" to 41 " 447 18"; 40" to 48" 54'1 18"' { 5. Install (2) of the 1.50" square tubes (E 118" tube) ) adjustment. ' 6. Place I-beam connector (F) loosely on the bottom 1 7.. Slide the selected 1.25" tube (E) into a 1.50" tube I 8. Repeat steps 6 through 7 to create the "V" pattern degree and not below 40 degrees. 9. After all bolts: are tightened, secure 1.25" and 1.50" THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PRC NOTE: THE USE OF THIS FOUR FOOT (4') GROUND ANCHOR MAY BE U 10. Install remaining vertical tie -down straps and 4' anchors to be sized according to soil torque cor 4,000 lbs. require a 5' anchor per Florida Code. 11. NOTE: Each system is required to have a frame stabilizer plate needs to be located within 18" fl 12. Select the correct square tube brace (H) length or 72" lengths. (With the 1.50" tube as the botto 13. Install the 1.50 transverse Brace (H) to the groL 14. Slide 1.25" transverse brace into the 1.50" brac the "U" bracket (J), insert carriage bolt and leil,e nut loose for final nge of the I-beam. and attach to I-beam connectors (F) and fasten III osely with bolt and nut. the square tubes loosely in place. The angle is r] , t to exceed 45 using four(4) 1/4"-14 x 3/4" self -tapping TION) ELIMINATES THE NEED FOR MOST STABILI TEM REQUIRES VERTICAL TIES SPACED AT 5'4". EXCEPT WHERE THE HOME MANUFACTURER SF I anchors per home' manufacturer's instruction Any manufacturer's specifications for sidewall and stabilizer attached at each lateral arm stabili2 n of center ground pan. )r set-up lateral transverse at support location. The tube, and the 1.25" tube as the inserted tube.) i pan connector (D) with bolt and nut. and attach to adjacent I-beam connector ( I ) with I orm ncinn fnnr (Al 1IA" - 14 Y 3/4" sPlf-tanninn sore' in pre -drilled holes. PLATES & FRAME TIES. DIFFERENT. OTE: Centerline :hor loads in excess of tip, location. This fra(liid-i,k � rat 3ths com0m0it et 6Q� 1� + IOLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com longitudinally or 18 inches transverse to allow proper distance between the concrete bolt r ^a A" edge of c) Footers must have minimum surface, of 441 sq. in. (i.e. 21" square), and must beam n of 8-de d) If a full slab is used, the depth must I' minimum at system bracket location, all other i._,. . nations m Special inspection of the system bracket installation is not required.. Footers must allow for at least 4" fror of the concrete. NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction. LONGITUDINAL:' (Model 1101 LC "V") 17. When usino Part # 1101-W-CPCA (wetseo, simply install the bracket in runner/footer OR When installind in 101-D-CPCAi(dlyset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete S162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locabi masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the WE holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer down by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedge bol of concrete. Complete by tightening nuts. LATERAL: (Model 1101 TC "V") 18. For wet set (part # 1101-W-TACA) installation simply install the anchor bolt into runner/footer. For dry set in mark bolt hole locations, then using a 5/8" diam. masonry b1t, drill a hole to a minimum depth of 3". Make blown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" or Powers equivalent) into';() connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or belov 19. When using part # 1101 CVW (wetset) or 1101 CVD (dryset) I install per steps 17 & 18. Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. • = STABAND FRAMETIE LOCATION (needs b bebrabeiw#in18iid�es, centerdgiziundpan orarcrele) 3. KD-- LOCATION OF LONGrrUDINALBRAGNG ONLY 4. j=-=TRANSVERSE&LONGMJDINALLOCATIONS concrete (see below). be per local jurisdiction. e concrete bolt to the edge dge bolts (Simpson part # then using a 5/8" diameter Place wedge bolts into drilled f lightly drive the wedge bolts Ration (part # 1101-D-TACA) -e all dust and concrete is )ncrete dry transverse nut (making sure not to hit ALL WIDTHS; AND LENGTHS UP TO 52' i ,1 • • • • • • , • • • • • • 5 41 ALL WIDTHS; AND LENGTHS OVER 52' TO 80' • • • • • • HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA.REGULATIONS "'� ,•� �:> 6 s stems for home lengths u to 52' and 8 systems for homes over 52' and up 0'. One stabibze systems 9 P �i`� plate and frame tie required at each lateral bracing system. " r Q Florida approved 4' ground anchors may be used in all locations except where home manufacturers speci- fications for sidewall straps are in excess of 4,000 lbs. These locations require a 5' anchor. Per Florida Code. D - Ground Pan transverse connectors Transverse arm I-beam connector <H'Transversearm J Top (1.25") bottom (1.5') E-Brace Tub Top Top (1.25') Bottom (1.5") - Ground Pan Longitude dry; concrete bracket part # 1101 D'-CPCA C = GROUND PAN f ra D =GROUND PAN �1, ONNECTOR :"V' brace I-beam U BRACKETS SVERSE connectors E = TELESCOPINGV BRACE TUBE ASS EMB W/ 1.5 BOT- .J - ground Pan TOM TUBE AN , 1.25 TUBE V Bracket INSERT F = "V" BRACE I-B M CONNEC- TORS ASSEMB H = TELESCOPING' RANSVERSE ARM ASSEMB I = TRANSVERSE I M I -BEAM CONNECTOR J= V PAN BRACKE Model # 1101 "V" Alternate Hole for Narrower Beam Flange Grade 5-1/2" x 1" Carriage Bolt & Nut page 3 revision 6/07 Wet bracket part # s - i 1101 W-CPCA not Grade 5- 1/2• X 21/2" Model 11 CVD z. shown Carriage Bolt & Nut -BEAM CONNECTOR BRACKET Model 11Q CVW not show :Florida approved 4' ground ^ — -- C = CONCRETE Fty TER/RUNNER €anchors maybe used in all _ D = CONCRETE UACKET TRANSVERSE .-locations except where home :manufacturers specifications CONNECTOR nects with grade 5 -1/2" x 2 .for sidewall straps are in / I 1/2— carriage nut) excessof 4,000 Ibs.TheseI - Transverse ann I-beam .Elih i i i i i=pitElocations require a 5lanchor. connector — — E = TELESCOPIN BRACE ':-Per Florida Code. H� Transverse arm TUBEASSEM W/ 1.5 BOT- Top (1.25") I TOM TUBE Af 1.25 TUBE bottom (1.5") INSERT ` / F = "V" BRACE I-B i AM CONNECTOR ASSEMBLY D -Concrete FJ :'T brace I-beam (connects with rade 5 -1 /2" x 4" carriage bolt U bracket connectors & nut) transverse H = TELESCOPIN 1 TRANSVERSE ARM connectors J - Concrete ASSEMBLY "v" Bracket I = TRANSVERSESARM I -BEAM CONNECTOR (connects with g de 5 -112" x 21/2"" carriage bolt & nut) E - 1!' Brace Tub i J= CONCRETE "V BRACKET (connects with Top (1.25') Bottom (1.5') grade 5 -1/2" " carriage bolt & nut) Concrete Footed Runner Model # 1101 C "V" ' OLI ER TECHNOLOGIES, INC. Telephone: 931-796-4555 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com VERTICAL VINYL SKIRTING L �TTgCHED `iliTlf D/If trtcl{ 5cQ&WS 16"APA9 i ! hMAPSiINTa Tap 8ArA I"ofis' SCRaw:, ANp PAnt6.6 CvTa VE4TED PANEL---s 3.9 IA�Ws PEQ Fco-r SECuR F UENT1LA''bN b E , ' O 'Md'P 8 4C-K AND gbTTpM iteklt4 vw vy I;uGN ScAfiwS r lb•' GL ALL FAME LS q46 ACCE Sbt giE $y � I REMOWIV S 'TDP: FRpUT LWA Pu"t+U) lip ON PAPJELI BOT-roM TitAcK ATTAC itCC Ta GR4uau1!6. • YU 1Tk GALfVk#Ji2E6" NAIL 19' 0C (1F SO'L I5 SantcY T�iEN Qjy►'QC3 i a & installation FLOOR BLOCK SuPP0 r HANDRAIL GRIP S17F 0 NONCIRCULAR CIRCULAR RECESSED 111111.56.3 IyPr 11 (11311.5.6.31yPr DI PPlmbae. 4' Ri Per"tgr +Ci= -HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. -HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. • HANDRAIL ASSEMBUES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. MIN. (3) SIMPSON'S SDS 1/4- X 4-1/2' e WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENE TO HOST FLOOR MEMBERS USING SIMPON'S 1/4- X 3-1/2- SOS WOOD SCREWS OR � EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN ,_. .T. 2X6 NOTES THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES THE RISER SHALL BE.MEASURED.,VERDCALLY.. BE1NiFN LFADING.EDGES:01`4HE. - - ADJACENT TREADS THE GREATEST RISER HEIGHT WTHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH:SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJEC11 OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FUGH7 OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. T. 5/4- X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW 'THE PASSAGE OF A 4' DIAMETER SPHERE /2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. 2X6 P.T. LANDING CONSTRUCTION / 16' O.C. FLOOR JOISTS USING (5) I6d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30' GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) (1) 2 X 6 P.T. ATTACHED TO POSTS — USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 70 POST CONNECTION. A W/ MIN. (1)#8 WOODTO TOP SCREW OR EOUIVM !CONCRETE OPTION: IIF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND .ANCHORS, 71EDOWN STRAP AND ANGLE BRACKET CAN BE OMITTED. 'THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING ,CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. (3) 2 X 12 P.T. STAIR STRINGERS r. NOTE: CONTRACTOR SHAL1 B�-?RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION 'y ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO RF HOT DIP GALVANIZED OR STAINLESS STEEL VASD•NOM4WJ. DESIGN WIND SPEED .,7i MPH uTEROORY D WMIN O (7.. dqua) 318 S. SconlcHFMwyy Sta f 00 LOM Wales, FC.33853 OIDce: 88338"88o I". 1-886-W5.2D44 l ■ S1 © Cwfwn mw