Loading...
HomeMy WebLinkAboutPAD ASSEMBLY13. TEXAS ONLY: 17.5" x 22.5" ID #1055-21 and 23.25" x 31.25" ID #1055-20 may not be installed in the State of Texas. 14. Steel Piers: All pads are tested with steel piers on 1000 PSF soil density unless otherwise noted. (See 15) If required, attach with (04) 2" #12 x'/2" hex tech screws. Minimum Pier Base 7'/4 inches. The Mulit-Pad configuration 35" x 25.5" ID #AIT-06-1002 (03) requires minimum 9'/4" pier base. 15. Available pads tested on 2000 PSF soil density using steel piers are: ID #1055-14, 1055-9, 1055-7 and 1055-13. 16. CALIFORNIA: Use an assumed value of 1000 lb/sq. ft. unless engineering and calculations are provided. INSTRUCTIONS for Mulit-Pad Configurations ABS Pad Types Oval 16" x 18.5" Pad 2.00 Square Feet ID # 1055-23/AIT-06-1000 Oval 32" x 18.5" Pad Configuration 03) 4.00 Square Feet Oval 17" x 22" Pad 2.50 Square Feet ID # 1055-16-AIT-06-1001 Oval 34" x 22" Pad Conri uration (03) ". 5,00 S uare Feet Oval 17.5" x 25.5" Pad 3.00 Square Feet ID # 1055-17/AIT-06-1002 Oval 35" x 25.5" Pad Configuration (03) 6.00 Square Feet MAXIMUM PIER LOAD IN POUNDS: Soil Bearing Maximum 8" Cell Block Value Load 32"x 18.5" Pad Configuration Single Stack 1000 lbs. / sq. ft. 4000 lbs. . Double Stack 2000 lbs. / sq. ft. 8000 lbs. 9F 34"x 22" Pad Configuration Single`Stack .` 1000 lbs. / sq. ft. 5000 lbs. " Double Stack 2000 lbs. / sq. ft. 10000 lbs. 1� 35"25.5" Pad Configuration Single Stack .1000 lbs. / sq. R. 6000 lbs. Double Stack 2000 lbs. / sq. ft. 12000 lbs. dE *Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked. PA® ASSEMBLY STEP 1 - 17" x 22" ABS Pail STEP 2 - (2) 17" x 22" ABS PADS STEP 3 - Complete Assembly (Note: Use 2 blocks side by side for soils (34" x 22" Configuration) 34" x 22" Multi -pad Configuration rated at more than 1,000 lbs / sq. foot) / 1. General instructions (on reverse) apply to all multi - pad configurations. 2. The 32" x 18.5" pad configuration is formed by using (3) 16" x 18.5" ABS Pads. Place (2) 16" x 18.5" side by side, and place (1) 16" x 18.5" on top, laid in the opposite direction to the bottom pads. 3. The 34" x 22" pad configuration is formed by using (3) 17" x 22" ABS Pads. Place (2) 17" x 22" pads side by side, and (1) 17" x 22" pad on top. The top pad is laid in the opposite direction to the bottom pads. 4. The 35" x 25.5" pad configuration is formed by using (3) 17.5" x 25.5" ABS Pads. Place (2) 17.5" x 25.5" pads side by side, and (1) 17.5" x 25.5" pad on top. The top pad is laid in the opposite direction to the bottom pads. File copy Revised 04.29.11 Page 212 OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA File Copy 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. Longitude dry concrete bracket part # 1101 D-CPCA Wet bracket part # 1101 W-CPCA not shown Florida approved 4' ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are in excess of 4,000 lbs. These locations require a 5' anchor. Per Florida Code. I - Transverse arm I-beam connector — <H ' Transverse arm Top ( � bottomm (1. (1.5" ) D - Ground Pan transverse connectors E - "V" Brace Tub/ Top (1.25") Bottom (1,5") Ground Pan D-Concre U bracket connectors F- :"V" brace I-beam > connectors \Y/ J - ground Pan V Bracket page 3 revision 6/07 C = GROUND PAN D = GROUND PAN CONNECTOR U BRACKETS TRANSVERSE E = TELESCOPING V BRACE TUBE ASSEMBLY W/ 1.5 BOT- TOM TUBE AND 1.25 TUBE INSERT F = "V" BRACE I -BEAM CONNEC- TORS ASSEMBLY H = TELESCOPING TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR J= V PAN BRACKET Model # 1101 T" Alternate Hole for Narrower Beam Flange Grade 5 - 1/2" x 1" Carriage Bolt & Nut Grade 5- 1/2" x 2.1/2" Carriage Bolt & Nut I -BEAM CONNECTOR BRACKET I - Transverse arm I-beam connector I <H ' Transverse arm iTop ( (� /bottom (1. (1.5" ) Tut 1.5") F- .'"V" brace I-beam connectors J - Concrete "V" Bracket Model 1101 CVD Model 1101 CVV1 not shown C = CONCRETE FOOTER/RUNNER D = CONCRETE U BRACKET TRANSVERSE CONNECTOR (connects with grade 5 -1/2" x 2 1/2"" carriage bolt & nut) E = TELESCOPING V BRACE TUBE ASSEMBLY W/ 1.5 BOT- TOM TUBE AND 1.25 TUBE INSERT F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY (connects with grade 5 - 1/2" x 4" carriage bolt & nut) H = TELESCOPING TRANSVERSE ARM ASSEMBLY I = TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 -1/2" x 2 1/2"" carriage bolt & nut) J= CONCRETE "V" BRACKET (connects with grade 5 - 1/2" x 4" carriage bolt & nut) - Concrete Footed Runner Model # 1101 C "V"File OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com page I OLIVER TECHNOLOGIES, INC. revision 6/07 FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V" (STEPS 1-15) LONGITUDINAL ONLY: FOLLOW STEPS 1-9 FOR ADDING LATERAL ARM: Follow Steps 10-15 FOR CONCRETE APPLICATIONS: Follow Steps 16-19 ENGINEERS STAMP ENGINEERS STAMP 1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437 : a) Pier height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96" e) Location is within 1500 feet of coast INSTALLATION OF GROUND PAN 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) . 3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE: The longitudinal W" brace system serves 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 OF LONGITUDINAL "V" BRACE SYSTEM 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 5'4" . VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG.) . 4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tube is always used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a 40 to 45 degree angle is maintained. PIER HEIGHT 1.25" ADJUSTABLE 1.50" ADJUSTABLE (Approx. 45 degrees Max.) Tube Length Tube Length , JI ly18 24 3/4" to 32 1 /4" 32" 18" y 33 to 41 wri Z R i 44� p s O�¢L h''�'" �Ux �.7 .^.. F .., }' .. 'A ., s �.. _ ... .&'�.�i.. .A t*+,�� .". N.U; �':��i".t+a'•�§�� d 5 `":�re'.`�'� r°'1 ^t J.o-.^�4 40" to 48" 54" 18" 5. Install (2) of the 1.50" square tubes (E {18" tube) ) into the "U" bracket (J), insert carriage bolt and leave nut loose for final adjustment. 6. Place I-beam connector (F) loosely on the bottom flange of the I-beam. 7. 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. 8. Repeat steps 6 through 7 to create the W" pattern of the square tubes loosely in place. The angle is not to exceed 45 degree and not below 40 degrees. 9. After all bolts are tightened, 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 LATERAL TELESCOPING TRANSVERSE ARM SYSTEM THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES & FRAME TIES. NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4". FOUR FOOT (4') 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 sidewall anchor loads in excess of 4,000 lbs. require a 5' anchor per Florida Code. 11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. This frame tie & stabilizer plate needs to be located within 18" from of center ground pan. 12. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or 72" lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.) 13. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut. 14. Slide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connect t wit olt and nut. 15. Secure 1.50" transverse arm to 1.25" transverse arm using four (4) 1/4" - 14 x 3/4" self-t c RNe-drilled holes. OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4565 1-800-284-7437 Fax: 931-796-8811 www.olivertechnologies.com page 2 INSTALLATION USING CONCRETE RUNNER / FOOTER revision 6/07 16. 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. in. (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 at system bracket location, all other specifications must be per local jurisdiction. 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. NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction. LONGITUDINAL: (Model 1101 LC "V") 17. 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 Lryset)_; The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"0" 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 drilled 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 top 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 installation (part # 1101-D-TACA) mark bolt hole locations, then using a 5/8" diam. masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the hole. Place wedge bolts (Simpson part #S162300H 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 top of concrete 19. When using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18. Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. • = STABILIZER PLATEAND FRAME TIE LOCATION (heeds b be boated within 18 rches dcenterdgmund pan orcxm4a) 3. Ep LOCATION OF LONGITUDINAL BRACING ONLY 4. �— -- TRANSVERSE & LONGITUDINAL LOCATIONS REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V" ALL WIDTHS; AND LENGTHS UP TO 52' IN .3 �_T_� E:.17 , 1 :—:17 ALL WIDTHS; AND LENGTHS OVER 52' TO 80' CI • • • • • 0 Penetrometer/Torque Test 1500 Lbs. 176 inch pounds 1500 Lbs. 176 inch pounds 1500 Lbs. 17,6 inch pounds X X FX X X X .1 1500 Lbs. 176 inch pounds 1500 Lbs. 178 inch pounds 1500 Lbs 176 inch pounds 'Vest the perimeter of the home at six (0) locations. Take the reading at the depth of the footer Using 5001b. Increment, take the lowest reading and round down to that increment M File Copy ;pro • .1 n"f. • i7Ob F 9p'J Cam. ' . 1 • ' . .�P ® ' ' C AL SIZE HEIGHT. • • o �• s « -ter r; �• "*" • r.. ��'r\\moo � r •- - hi i•'.q" «rr a ri?. ,• ., i .t Step Ulagram Stair tread depth shall bd 1011 minimum. 2s2 Toenailed to 4x4 at landing and 2x4 at leading stair riser. 11 514 x 6 PT decking fun height of step at each step. Step has a mialmom 40%40 landing. Step bias a riser ftm 4" to 7 3/4". fastened with 9 I0x3 screw (4) each side of riser. Handrail height shall be 3411 to 3811 above stair nosing. Ha ndril shall return to guard/post. Landing height to be no more tehan 1 1/21' below the top, of door threshold on Out swiNg doors. .2x2 handralls 11211 radius an all sides. 6x6 concrete pad under each 4x4 and stringers. (Not required if set on concrete.) Front Door Landing Haigbt_� Rear Door Landing Height_ 2,2 PT fastened with (2) No-.12 screws. Opening to be less than 4". 2x4 Pt fastened,%dth (3) ffI0x3 screm to each 4Y4 and 16" -Conerete -13-1all Step fastened to concrete with (1) 2z2xl/2 since bracket using (2) 3116 tapcods Into'contrete and (3),98xI 1/2scrOv:at each Z-V7. 4A fastened with (3) 9#I0x3 1/2 each corner at landing. 9/4 decking fastened with # I0x3 1/2 screws. 6x.6 concrete pad fi r �Lsuahce IM-ts"is" 1111, a oncre 3012 suchor w/ 4" HPHI Ustened to stop around 216 center joist W/ 300 fits table using cable clazap on each eud. (2) Simpson LSTA 12 stmps, Awteased from the step at the inner W joist to the premier joist of home. 2-g2 safety jails fiEstened to hld& of handrWIs from W to US 4 9 to x # 1/2 as son at newel post VAth a Midmum of I 'A - Gloe For M'Sp"foility. File Copy November 1, 2015 RE: Goodman 4.0 ton Package air conditioners for-, l a County Florida, To whom it may Concern: ACE A/C of Ocala U.0 will be shipping numerous 4.0 ton air conditioners thru Nobility Homes to be set in N�I t.`�� County. Following are the Specifics of the 4.0 ton A/C units: • Make Goodman - o Model GPC1448H41E ,R Capacity 4.0 Ton • Heat Strip 15 kw o S.E.E.R 14 (14410A) m Duct connector size 14 inch Manufacturer Goodman MFG. If you have any questions, feel free to call me at 352-274-9326. ;Sincerely; ieff.�Willens: Jeff Willens President ACE A/C of Ocala LLC ]File Copy This combination qualifies fora Feder,' Efficleiicy'Tax Chedit'when placed.1 between: Feb 17; 2009and De;c: l AHRI Certified Reference Number: 7428126 Date: 10/9/2015 Product: Single -Package Air -Conditioner, Air -Cooled Model Number: GPC1448H41E* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN; JANITROL; AMANA DISTINCTIONS; EVERREST; ONE HOUR AIR CONDITIONING AND HEATING; ENERGI AIR Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, Ml, 1VIN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) be can Series name: GPC14 Manufacturer responsible for the.'rating of this system comebinationais GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance,with AHRI SXandard 210I240 2t108 for Ugitarryy Air Condltioning ,6ri nd d Air Source Heat Pump_Equipment asLi6' ct to vertficatlon of rating accuracy by'AHRI sponsor d,;Indept3ndent;,El ird party testing Cooling Capacity,(Btuh): 46000 ° EER Rating (Cooling): SEER Ratings (Cooling): IEER Rating (Cooling): , 12.00 1.4.00 .. Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which Indicates an Involuntary rerate: DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responslblllty for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are of AHRI. This Certificate shall only be used for Individual, personal and - proprietary products confidential releroneir;purposes The conjentSL'bf th15 Certificate may not, In Whoie or In part, be reproduced copied; dissemnafed; entered lrito a coMlfuter database or olhorWlsg utilized, In any form or manilei o'r•by any means, oxaeptsfortheLusar's individual, personal and confldential reference. AIR-CONDITIONING. HEATING, CERTIFICATE VERIFICATION r @� REFRIGERATION INSTrTUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify C " I we make life better" and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which Is listed at bottom right. NO.: 130888729103315802 ; ©2014 Air -Conditioning, Heating, and Refrigeration Institute ;"CERTIFICATE m . (3) 1/4' — 20 GALV. KWIIC FLEX z MIN. WEIr3HT 150 L& SELF DRILLING SCREWS BY HILTI p a z J 11 O RM 1x8 CLIP i2) EACH CORNER \\\N IIIIBNINf! - y , � 6�r i CONCRETE ANCHOR : r :?ay':. 1/4' KWIK DOLT 3 EXPANSION DOLT 4- W/ 3' EMBEDMENT A 7. e lift F11)ER RE-1NFI3RCGD CONCREYE Nils III � C1310 9014 rhC, ASCE 1-10 LOADt WIND - 180 MPH VULT 139 14PH VA50 EXP, D 0 Q L1J H I,I P.M lx8 CLM STEEL ASTM A-36 I STEEL CLIP SHALL BE PROTECTED AGAINST u Q II CORROSION PER AISI 5100 \ sl Q ®-l2-BO18 � I OE 1