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Home My WebLink AboutBLOCKING PLANIM ENS EIVED Reviewed 19 119 °tea• for unty, Permimn4 Code Compliance 03/09/2018 BlockiW Plan nTkal douNe wide e%cA tg ptan Length x width Lwwwdmd sab0ioeg Daviees Manufacturer t' SCANNED BY ,t Lucie County U U Marriage Wall thelocation of --------------------------------------------------------- <— thesepierswill vary with each _floor plan.' = :1:—LJ LL_j ID H Li I®M Yam( r$ pier spacing Pocket Penetrometer Tat Tat the perimeter orthe home at 6locatiouL Take the reading at the depth of the tooter. Using 5001b Ineremeo" take the lowest reading and round down to that increment. Soil Bearing teooPsi Ioi1% — 03A Soil torque probe test results276 REVIEWED FOR Anchor Length .ie I-beam pier pad size 17 x 25• CODE COMPLIANCE Perimeter pier pad size 1e x to locations on the centerline and show sizesUw L U C I E�+C O U�V TY Marriage wall pier pad sizes — outline pad 1 17 x25 4 BOC 2 17x25 5 3 17x25 6 Other information was zone 3 Hann 20 L EIVED9 `qunty. Pormlttfne 1500 Marc Wertheim 1500 • Test the perintetu of the home at six tel Iaaaiom. • Take the tading at the depth orthe fasaer. •using SWLB m�t. take the lussmt rading and around down to that inemnrent. I ` Perimeter Test to®lions 1500 THIS SITE ROUNDED DOWN AT _PSF TORQUE & PENETROMETER TEST AFFIDAVIT TEST PROBE TORQUE VALVF/9-0PSF Contractor's Name 1500 hereby certify that I personally performed a torque test or used 5 foot anchors and a penetrometer test or assumes 1,000 lb soB at the location listed below. I Job site location/address t,k ew ri N ►! =eA 4. e -1 ._ L Contractor's Sign Lure Cart Investment Properties Inc. Owner's Name tiINS Date O05 , GOV ``V0 Reviewed O for VCode Compliance a6\ 03/09/2018 6ulA!w�ad bra . s t noN a3�13�3� ' L APPROVED M io Q3AOHddd x m (ti8 x in ■ _ � Ft i Y iIIr� N ` r v Q �{yp1 1�• �� a k x ��xmo � V n JJ R PAGE 02 • 04/05/2001 15:44 4075231150 LID 0 MT OF. �,� , DEPART4,.a,,>� r., .x] 1 .• ,. 3239 MED a DICKINSON, III Ea 11" Dhvcwc Apd12, 2001 vmcl E .-r Mr. Lon L&son, General Manager RECEIVED Mamsfactured Housing i1quadation Systems. Inc. A Division of Oliver Technologies N O V 19 119 Post Office Box 9 Hohenwald, Tennessee 38462 ST• u1Cie county, Permitting Dear Mr. Larson: We wish to eolmowledge rcccipt of your specifications and teat results eattfysug that your anchor products listed below, comply with the rules and regulations set by the Department of Higbway Safety and Motoi Vehicles, Chapter 15-C1.0103. Based on the infoirnation submitted to this bureau, the fallowing products are listed for sale and use in Florida: when the installation instructions are provided: (Strap aml boltmay be used with Type I and Type II Anchors) MODEL # IDENTIFICATION OT496A OT OT If you have any PRB:srb DESCRIPTION ch'yEsEPI ANS}IAV�Sr6?tlNdgY�sodtta�iRgle6" � -' COMP1,tANCF Wlll}jQ�i(is�tJ;ti64'attdt'fl,`tab; a;•„�'�j�&STANDARf}SAPPL1CARl.1•.1N1'A'M!•�du'H . .. �rO11NT)'6�ENFORfF, 4 .L%Mj�„ • F2ow.v - 9IV1510N. D}'I'Al(.Slb,T4� n(C .ai4''y+1�.,¢��p��T�p RE ('ONSTwUFr:•ASA!'Pi(0�"I:D. (r,,,.:I:ArICBIS Galvanized SpMWl8P0,1S!nll:r3/gttu0'rottlAv,Asq. shoulder APN JCANT I I hS S' f(dlb3gbN`$atidl}Htanderd r1: REPRODUCED. .3.c.4 ,shaft saw cut FOR THE RIRLDTNGOFFic%. jy,_1 Phil Basch. Program Manager Bureau of Mobile Home and Recreational Vehicle Constrnotion Division of Motor Vehicles head DrVuuOMjFWRIDA WCHM'AY PATROL - DATVZR LIC300" • MOWA VERICLtS - AOMPOSrRATWE aF.RYICFSn r740 Apdmdm 111,4awyy Nan FbrWo ►NUFACTURED HOUSING FOUNDATION OLIVER TECHNOLOGIES) Reviewed for Code Compliance 03/09/2018 There are taro basic methods of installing anchors, each equally effective in pmpedy securing manufactured homes to the ground. WARNING: Be careful to avoid underground water lines, phone Tina and power liars using either method. IMPORTANT NOTE: Anchors must be driven into the ground until head is flush with ground and no part of the rod is showingM METHOD L- MACHINE INSTALLATION In this method the anchor is turned f nu feet (or to full depth) into the ground by an anchor drive machine 1. Attach anchor to machine. 2. Auger is placed in proper position in line with strap, and machine started. 3. Anchor should be installed at a slight angle to assure head being positioned behind future skirting. METHOD 2: INSTALLATION WITH MECHANICAL OR MANUAL POST HOLE DIGGER In this method, anchors can be installed with equipment available to the average homeowner 1. A hole is dug to a depth of approximately two firer in the proper position as explained under machine installation. 2. After the hole is dug to 24" depth, the anchor is tamed into the ground by hand, using a tod or length of pipe for leverage. 3. After anchor is installed to full depth, earth is re -packed, six inches err a tame. FLORWA APPROVED STEEL STABTf MXR PLATE 1. Install correct anchor for soil conditions pet Manufanurerls instructions. 2. Stop driving anchor with approximately 16" of anchor shaft exposed above ground- 3. Drive FL approved steel stabilizer plate contacting anchor shaft on side of frame de until flush with ground 4. Finish driving anchor to full depth until anchor strap head is flash with ground. c r".. 11 r .,,..r.e... vrrordino to i".tallation instructions. (Galvanized StwppirW SOIL CLASS TYPES OF SOIL TEST PROBE I TORQUE VALU 1 Hard rock WA - - - - 2(a) very a a`id�ar t �' More than 550 Ib-sAn' gravel and tAbbles, pteb2ded slits and days 2(b) Corals More than 550 Ihs_:in 3 Medtumdense coarse sands, sandy 350-550 Ibs: 41P . " els, very stiff sits 8 days 4(a) d ed �wdenats nds. fine to 276-350 lbs -in - d er 4(b) Very siper' firm to 175 275 lbs.=n days and TM PR( U d -Klrr aunt • The rest probe has a helix on it. The overall length of the helical section is 10.75 inches, the major diameter is 1.25 inches, the minor disrn- eter is 0.81 inches, the pitch is t.75 inches with the shaft being of suitable length for anchor depth. 467 Swan Ave. Toll Fie= 1-800-284-7437 P.O. Box 9 Hohenwald, TN 38462 olivertechnologitscorn Phone: 931-796-4555 Fax: 931-796-8811. � 81?� F 03 SINGLE WIDES Ground Pan ALL WIDTHS; AND LENGTHS UP TO 80' DOUBLE WIDES C- Gra" Pan E-%V BnxeTube often D ('= Reviewed for Code Compliance 03/09/2018 TRIPLE WIDES NOTES: 1. LENGTH OF HOUSE IS THE ACTUAL BOX S12E 4. ® = LOCATION OF MODEL 1101-LV (LONGITUDINAL BRACING ONLY). J - ground Pan V Bracket PATENT PENDING C - GROUND PAN D m GROUND PAN CONNECTOR. • U BRACKETS - - E a TELESCOPING V BRACE TUBE ASBFAIBLY w iA Bi7r: .. _ TOM TUBE AND 1.25 T1_A[ INSERT F o V BRACE 14BEAM CANE¢ TORSASSEAIBLY . J- V PAN BRACKET REVISED INSTRUCTIONS 3/05/03 ® MANUFACTURED HOUSING FON SYSTEMS A DIVISION OF OLIVER TECHNOLOGIES, INC. 1-800-284-7437 Telephdle:891IV - FmC 931-796.88 wwaolmutw ov V. OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 L W" SERIES AL A FOLwOATION SY- M MOM 1101.L"V" LONGITUDINAL ONLY: FOLLOW STEPS 1.9 EN6WEM STAMP Reviewed for Code Compliance 03/09/2018 SPECIAL CIRCUMSTANCES: If the following conditions occur - STOPI Contact Oliver Techrmlogles at I-M284-7437: 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 wcrel N eTiON OF GROUND PAN 2. Remove weeds and debris in an approximate two foot square to expose flnn $oli for each ground pan (C) . 3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soli until flush with or below soil. SPECIAL NOTE: The longitudinal "V' 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-half inch (1r4 before home is lowered completely on to piers, complete steps 4 through 9 below. INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM NOTE: WHEN INSTALLING THE MODEL l 1101-L W" LONGITUDINAL SYSTEMg= A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REOUMED. SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 a 276 A 6 FOOT ANCHOR MOULD BE USED. F PROBE TEST READINGS ARE BETWEEN 276 a 350 A 4 FOOT ANCHOR MAY BE USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND grABILIM PLATES ERE REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REM). n� ARE ALSO 4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The t 8" 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 tong as a 40 to 45 degree angle is maintained. PIER HEIGHT 1.25"AWUSTABLE 1.50"ADJUSTABLE fe......,. da fNRflT Marr.I Tube Length Tube Length 24 3/4" to 321W 32'1117 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 125" tube (E) Into a 1—W tube (E) and attach to I-beam connectors (F) and fasten loosely XIVELVit and nut. 8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. The angle Is not to excaad 45 degree and not below 40 degrees. 9. After all bolts are lightened, secure 125' and 1.50" tubes using four(4) 1/4"-14 x 3/4" self -tapping screws In pro- (fil4d holes. 4 FED HOUSING FOUNDATIONSYSTEMSTephm0 A DMSION OF OLIVER TECHNOLOGIES, INC. Fare rot. 1-OW284-7437 wwwG WN.Com 1011 00�'� APPROVAL SUSIECT TO ACCURATE SITE PLAN SUBMITTED AND ANY NOTED CONDMONS AND CORRECTIONS, THE CODE STATES THAT T NG MUST BE COMPATIBLE WITH THE COMMUNITY. THE COMMUNITY IS A MOBILE HOME COMMUNITY WHERE THE PREDOMINANT SKIRTING IS VINYLI THE CODE ALLOWS FOR VINYL SKIRTING IN A MOBILE HOME COMMUNITY. THE CLAYTON HOMES MANUFACTURERS INSTALLATION MANUAL STATES THE CRITERIA FOR SKIRTING INSTALLATION AND REFERENCES FOLLOWING THE SKIRTING MANUFACTURERS INSTRUCTIONS WHICH ARE BOTH ATTACHED WITH SCHEMATICS. THE SPECIFIC TYPE OF VINYL WE ARE USING IS LATTICE WHICH COMPLIES WITH ALL OF THE VENTILATION AND DRAINAGE REQUIREMENTS OF THE SECTION E D g mitting STEP 3. SKIRTING (IF USED) Skirting is any structural or non-structural perimeter crawlspace enclosure. Complete site built structures (see STEP 5. COMPLETE SITE BUILT STRUCTURES, p.114) that abut the home (such as porches, attached garages and steps) prior to installing skirt- ing. AND VENTILATION SPECIFICATIONS Skirting must be of weather -resistant materials or provided with protection against weather deterioration at least equivalent to that provided by a mat- ing of zinc on steel of not less than 0.30 oz per sq It of surface coated. Skirting made from wood or wood products and used within six inches of the ground need to be made of materials naturally resistant to decay and tennite infestation or pressure treated. To design and install skirting, comply with the skirting manufacturers instructions provided) and the following: 1. s irting. Run the skirting along the perimeter of the home's heat- ed, conditioned space. Do not enclose with skirting areas under recessed en- tries, porches or decks (whether constructed as part of the home or added on site) unless skirting is of the fully vented type and installed so as to allow wa- ter to freely flow out from under the home. 2. Fasten skirting. Attach it to the home in a manner that prevents water from being trapped between the siding or trim and the skirting. Allow for frost heave when installing skirting in areas subject to frost. 3. Provide ventilation. Unless the skirting has integral ventilation openings that meet the following ventilation requirements, install equally sized ventilation openings on at least two opposite sides of the foundation. Size ventilation ar- ea to equal at least one square foot for each 150 square feet of under -floor area (or for each 1,500 square feet if a ground moisture retarder is installed according to STEP 2. INSTALL GROUND MOISTURE RETARDER, p. 112). The ventilation area must be the net free area of the foundation vent, not the area of the foundation opening. Place vents as high above the ground as practical. 4. Install access. Provide an access opening not less than 18 inches wide and 24 inches high (minimum 3 square feet in area) and located so that any utility connections located under the home are accessible. 5. Extend vents, drains and inlets. Run appliance exhaust vents, combustion air inlets and air conditioner condensation drains through the skirting to the outside and terminate each as instructed in the sections of this manual corre- sponding to each appliance. 113 Attaching vinyl skirting. At- tach skirting to the home, but allow for contraction nd expansion characteris- taics of the skirting material. Avoid backfilling against skirting. Do not backfill against non-structural skirt- ing. s-ee SDI STEP 2evGRQUND,=PREFARATiQN'AROUND HQMO . � , � � � � t r� i �1 Cyr°F' " ' ` ?I ra9r t rtg et s�as�es�rs�en`tc�cm� . =: Lm 13 F3 '�Ae�U� e A " 4 1 3 Igir 2 1 STEP & RAIL ASSEMBLY CONFIGURATION REV N3 DATE APPROVED D 3 2 A NEB"J DRAWING CREATED OI U9 2818 K.PAINTER D 3'-0" 0._378.. c c 3'-22"— 2'-11" r m p o n 0'-10" 0"_7" a �. m co < 1 0 3 `Z BILL OF MATERIAL 1 IEOI mivawas AL ,b fYk� YwU• Ira";,qyi A .*� on r"wr Hula oescwvrwx n.� b� mauas "°�—:°oa �'•A 1 1 01?353838 FG STEP 7R-35H- 58D 381N _ '� A 7_ 1 0294387 DEL RAIL 4 STEP- 38 PLAT 55"H Ste• _ILASSEMBL �'"• + s e CONFIGURATION 3 I 02938 = WIDE 5TP RL A55Y A TWINING COMPANY TI RADCO, LLP 3220 E.59TH STREET LONG BEACH, CA 90805 March 23, 2018 Tel (562)272-7231 Fax (562) 529-529-7513513 www.RADCOfnc.com Mr. Ma Johnson ?**AVON Style Crest Inc. 800 Hagerty Drive Fremont, CH 43420 RE: Review ATI test report on fiberglass coated plywood steps for compliance with the most recent code versions Dear Mr. Johnson: We have received the test report you submitted from Architectural Testing (AT[), York, PA. The details are as follows: Report number: 01-37911.04, dated 11/7/03 Title: Step Performance Test Report Products covered: 4-Tread, Dura-Grip II, Step Unit [A five riser, four tread step fabricated with pressure treated lumber and fiberglass]. At your request, we have evaluated the test report against the building codes outlined below. CODE 2015 International Building Code (18C) Stairway Dimension Requirement Tested Value (2) Compliance Width (1) 36" minimum 38, Pass (1) Riser Height 7" maximum, 4' minimum 7- Pass Tread Depth 11" minimum 11-1/2' Pass Tread Leading Edge Radius 9/16" maximum Less than 1/2" Pass CODE Stairway Dimension Regafr'0erlf EL • , Q.TB.yted Valpa (2}-. • .; � � car ;. Width 36"ririnilrnrm, (" `'.. 'a8°'.,�'_ .''.•r Riser Height 7-3/4" maxima r r ' �,;' . S 1r r. . INelek'`: i=• Tread Depth 10'I( inimum Tread Leading Edge Radius 9116r' aximum ' -thap 1%2-13 ';TL&PE1LWrNUkiBr•R ab abaa e — c f Mr. Marty Johnson Style Crest Inc. March 23, 2018 Page 2 CODE 2017 Florida Building Coda (FBC) Stairway Dimension Requirement Tested Value (2) Compliance Width 36'minimum 38' Pass(1) Riser Height 7' maximum, 4" minimum 7- Pass Tread Depth 11" minimum 11-112" Pass Tread Leading Edge Radius 9/16" maximum Less than 1/2' Pass Notes: (1) 440 minimum or 36" if serving an occupant load less than 50. (2) The tested values have been taken from the referenced ATI test report, RADCO has not Independently verified any of the actual dimensions, and is not responsible for the accuracy of these dimensions. CONCLUSION: There have either been no changes in the dimensional requirements In the IBC, IRC and the FBC or, as in the case of the Tread Leading Edge Radius, the requirements have been altered minimally, when compared to the requirements listed in the referenced ATI test report number 01-37911.04, dated 1117/03. The product is therefore in compliance with the dimensional requirements of the editions of the IBC, IRC and the FBC referenced above for the four (4) dimensions shown in the tables. at that this proposal has been responsive to your objectives. Please do not hesitate to call if you have any questions. As always, we look forward to working with Style Crest and to starting this program in the near future. This proposal is valid for 90 days. Sincerely, RADCO Fernando Ardila, Director Testing Laboratories & Materials Evaluation RAT861 PiPjnftL trlecm.1 w RMC1C4160AY" cnM PPE. VG1*d on5.WP0 f-7iA rM �(b Ywr: S�j1�bY NO EXPOSED FULL SIZE R0,250 R0.126 3.000 +.030 2.500 -•000 R0.250 + R0.188 Ce) ,156 0.31 C7) 6063-T5 105' E36I-1:3 R0.040 ALUMSNUN S 1923 n