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Permit Application 50 W 13th St 2012 41-Ai r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assig71Dy the Building Department) s 800 Seminole Road Atlantic Beach, Flor 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 L� ) r F E -mail: building- dept @coab.us Date routed: 6 / 0Z — City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �' 7 / p Y JT Dep • -nt review required Yes No ,ec�din • V' Applicant: Qet.) ne-i" �1 & Zoning V p X f eu,d rnini Project: '"O i2icit �$ P• • is or ✓ t' ubli i i - ✓ Public Safety - ire Service"s ve ew fee # A; i Dept S�gna#ure 7a� 4 ' : .: R gig Other Agency Review or Permit Required Review or Receipt Date Permit Verified By m ( Florida Dept. of Environmental Protection • `I . 0),( 1 Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants 'n Division of Alcoholic Beverages and Tobacco �y/ Other: Jtrs APPLICATION STATUS Reviewing Department First Review: ['Approved. (Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 Page 1 of 1 , mo t ; Y Y ° # iiiiiii WI' ., Ar �,L ' �y�z - i l ' Y u Mx 'C '� 1 � d 4051' I...., e : - ''''''' ,,ttA17* .....•-?..- ita 14.2..i'fr';i . -'''',i, trf- ,,, (} d S ''''''!'''''4' ' ,_ . ' ' . :4: r s Y F s" 6 � ry Ya.. i �d b ■ Ca ptM dC? Y o _ j Fl "� ,. " , �, ?!ms s. as y 1 http: / /m aps.coj . net / output /DuvalMapsSQL_itdgism510883 3081320.png 2/6/2012 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: Laf 4 /W 13` Street Permit Number: Legal Description Lot 4, bik 49, Sect "H ", PB 18, Page 34 Parcel # RE 170786 -0000 Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ 2000 Proposed Work heated/cooled -0- non - heated /cooled 640 Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial Residential installed? an existing structure, is a fire sprinkler system nstalled? (Circle one): Yes No N /A Florida Product Approval # N/A For multiple products use product approval form Describe in detail the type of work to be performed: Anchoring two 8'x40' store a structures in accordance with rules with the Rules Of Department of Highway Safety and Motor Vehicles Division of Motor Vehicles Chapter 15C- 1.0104, Installation Standards for Anchors and Tie- downs. Units to be utilized as dry storage only. Property Owner Information: Name: Julian C Wood Trust, Julian C. Wood. Trustee Address: 4750 Highway Ave. City Jacksonville State FL Zip 32254 -3788 Phone 813 -9373 E -Mail or Fax # (Optional) N/A Contractor Information: Company Name: Owner Qualifying Agent: Address: City State Zip Oftice Phone Job Site/ Contact Number Fax # State Certification/Registration # Architect Name & Phone # Engineer's Name & Phone # Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void !f work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six _(6) months at any time of er work is commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby ertify that l have read and examined this gpplication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Owner s tt tAi Signature of Contractor Print Name Julian C. Wood, Trustee Print Name S .� ci to and subsc - e - fore - Sworn to and subscribed before me thi Day if - , j /_ 20 i� t his Day of . 20 Notary u lic 1V..--- ;i EXPIRES October 9, 2 No Public A Bonded Thru Nary Public U Revised 01.26.10 WEST 13TH STREET (50' RIGHT OF WAY) WM OC \ I \ 80.00' 0 FO 1/2' LP. 30,00' ° SET. y2 I.P. t CAP A 8718' 0( NORTH O� v0� v 20' FRONT SET BACK LIMIT ASS, NEW 6' WOOD FENCE W/ DOUBLE 6' GATES g m -8.0 14.0 m _ iv 7.1 —_ 4 -_ p m � / L v> N rri R ASS , N IMPERVIOUS SERVICE CALCULATIONS 8 4 o in _ . / / p 40.0 /. Pi O O 2- 8'X40' 2 8X40 =640E FONTAINERS 8 • in TOTAL LOT AREA 102'x50' =5100SF rA PERCENT IMPERVIOUS (640/5100)X100= 12.55% B'x40' STEEL 20 REAR SET BACK LIMIT ill DRY FORAGE STRUCTURE 1 PROPOSED LOCATION + 0011111 / /% f S K• PH/t it � , i RASS, NEW 6' WOOD FENCE $� ki; ' 0e N S F •.. � r .►r STORMWATER SWALE • 0. •> '•r 2:1 SIDE SLOPES, 20'x5' • • • .... SET 1/2' I.P. SET_ a' LP. ., • • tt CNS till r * • * : o 'tB 6718' 'LB 8718' F EXISTING 6' WOOD FENCE 1 g ,...,,..‘,„....w F1 ` w ...... ..„.„.. Dry Storage Anchoring v. 20' Lot 4, W. 13th Street, Atlantic Beach, FL DATE DRAWN: Dec. 2011 SITE PLAN AND IMPERVIOUS CALC. ,te ~ a o l i a '� 1 , o I I a, 1��1 o .�.��.. i tl+f4 � St1 F]S $I C N > W �Va 3 eri3 - W g J 1 G O o g (7 ; Q G W i 13 C N Z x a c 4 W W .- H IL a ZCea CD CL X1- -t Cr *O .. Xao a Nt. tD LL ii t, a) _ o =� Li ,, 1- ■i 4! ;i Q O m mss 0 > u m ic ac ;sv v CO ii.. 0 i,,,- w a Q I Q ii' W ..w o W m T w L N L Q rxma 0 74 0 Z 00z z Ew m6 V) 3 v ..,g 1...J Q O n y'll D NZH CI o Z ...a 3 ++ d J J _J < t.4. •� U H a rj Z ( n F- Q 0 NO �o3 SKIM Pella - - - :1 002zZ ��+s' r+`t co o W `` m c 0 Cam`,. - la w z .� ...E . •:* / s . O ... • 4 P = s IF =�J2 00 4 w 00 . a. 0mZZI- au in ii m : : ?r . 0 WW W :0: ,a,-% �i0 Z <OW C1-0 i• a c;•..\ . .N -:- --- N o 3? 3 ui II S t There are two basic methods of installing anchors, 4'7141' ® each equally effective in properly securing l {. G ' anchors manufactured homes to the ground. ., ANCHOR INSTALLATION Warning: Before ground anchor installation, determine that the anchor locations around home will 3 not be close to any underground electrical cables, dir water lines or sewer piping. Failure to determine the 6 location of electrical cables may result in serious CAUTION: The installation of anchors with a personal injury. drive machine is a two person operation. MACHINE INSTALLATION is MANUAL INSTALLATION A hole is dug to a depth r , . In this method, the anchor is tumed to of approximately two feet °: full depth into the ground by an anchor in the proper position as drive machine. explained under machine Ft i nstallation. 1. - Attach anchor to << `�� machine. I\ :`A - . After the hole is dug to K �� ' o t : 24" depth, the anchor is f t - tumed into the ground by / hand, using a rod or t . 2. Placed anchor in proper / length of pipe for position in line with strap / • leverage. and machine. , / After anchor is installed ` w. !` full depth, earth is 3. Anchor should be installed ,`I repacked, six inches at a. • , .e-1,Fi at a slight angle as shown ' time. to assure head being F positioned behind future - skirting. PROPER TENSIONING OF STRAP TO ANCHOR HEAD Insert bolt into head; attach nut Bend strap 90 and take at least loosely. Insert strap in slot of three complete turns on bolt until fi i 5/8" bolt , or until strap is flush strap is taut. ')D NNW with far side of bolt. C--- Bolt is turned with 15/16° socket wrench, or adjustable wrench, on hex head. With square hole in anchor head, hold bolt under tension ' 1 A * ' while repositioning wrench: Place open -end wrench on 5/8" square , l ,. 1 shoulders of bolt. Align square shoulders of bolt with square hole in ' fi J , 3. anchor head. ' I . _ Holding hex head of bolt in position, tighten nut to draw square shoulders into square I (- -- hole. Shoulders are now in locking position; continue to tighten nut. Tensioning device • ! is now in locked, secure position. 4. WO Note: The tensioning bolt can be Inserted In the head from either side. Notice: In areas of severe cold weather, where possible damage could occur from frost heave, the homeowner should be prepared to adjust tension on the straps to take up slack. 5 I MINUTE MAN ANCHORS, INC. INSTRUCTION FOR USING MINUTE MAN STABILIZING DEVICE Minute Man stabilizing devices are designed for use with Minute Man anchors and intended to laterally restrict movement of the anchor through the soil. ■ • —4— --4-- --E. - alp - i . III I- t • Install the 2. Place the 3 - Drive the 4- The anchor Is 5. As the frame tie anchor into the stabilizing device stabilizing then turned in is tightened the ground leaving next to the shaft device Into the the rest of the anchor will be 12" - 18" of the in the direction of ground. way into the soil pre - loaded shaft exposed. pull. until the head of against the the anchor is stabilizing device flush with the preventing lateral stabilizing movement of device. anchor through the soil. FRAME TIE INSTALLATION INSTRUCTIONS Frame Tie With Buckle Frame Tie With Hook \lak- t Floor ■ Viltil 410k..---0•Nr•- it 1 Bea 41 - - — i■ _ et Thread sufficient length of frame lie strap ' o �nctior through budde as shown. I riZZ:Zi 111 Next, thread long end of strap between Enlarged View of frame and floor of home. Bring strap Frame Beam through buckle as shown in diagram and fasten to anchor head. Attach Frame Clamp (Hook) inside top flange of home frame. Place strap Diagram showing strap In position around between frame and home as shown in frame and through buckle. it is important sketch. Pull strap tight and attach to 3. to remove all slack from system. anchor tension head. 6 • E -Z ANCHOR INSTALLATION METHOD Note: With machine installation, a Minute -Man adapter designed to fit both the anchor head and drive machine shaft is available. Installers do not need additional or special equipment for E -Z Anchor Installation. 1. MACHINE INSTALLATION The drive machine is started and the anchor Is turned Into the ground to a point where the Stabilizer Compacting top (stabilizer head plate) is flush with or Head Disc slightly below ground level. This assures that the E -Z Anchor Stabilizer wait be at its required installation position. See Figure A. ;" �` r � 3� , ` „ '" P �: ,' a *.r ,t To achieve full potential, install the E -Z Anchor vertically. A 10 deviation from , , ,, �� vertical is acceptable. See Figure A. N , s . -," f . ',' • Note: A slightly greater angle may be used to start 4 1" a +. anchor to avoid contact with the home and :, , �� 1 _ , r, straightened as anchor is ground set. The splltbolt is : '" X' x ' fi > ; 4 inserted, strap is fastened, and tightening adjustment , made. 9' �3 5 v Figure A 2. STANDARDS FOR INSTALLATION • E -Z Anchors and all components are to be installed per manufacturer's ,r instructions. instructions. • E -Z Anchors are approved for designated Soil Class III. • E -Z Anchor working load capacity is 3,150 pounds for a single tie or the load a of (2) ties combined which is 40 to 50 ao - 50 degrees from vertical. See Figure B. 1 Stabilizer Head • Consult manufactured home set up instructions for number of frame tie = 3 , • ! i ` downs and tie downs acin g. i,7 r ;; a � °',�� � ° � • Proper site preparation required removal , of grass and sod prior to installation. Figure B For additional information, coples of engineering test(s) and report, Contact Minute -Man Anchors, Inc. (Revised: November 1998) • 7 STRAP / ANCHOR SPACING DETAILS HOME OF \ MAX. PIER 1 '....# /� �'� /�f HEIGHT ' : ' �• MAg1RA1L SPACINGS 4C TO 50 ANGLE 25" (14 - WIDE) GROUND r 37' (16 -WIDE) t . >Z.. / / / -e t PIER `� / /` �O ` ` / I� ` ``, STRAP TO TERMINATE Ell STABUZING DEVICE `` `/ niteQ`Q.� F IGURE 1 INSIDE SKIRTING SHOULD BE INSTALLED �i D ANCHOR /--- NOTE: STRAP ANCHOR SPACING ALONG LENGTH OF THE STRAP MUST MEET ASTM D3953--91 FOR TYPE . q BEAMS S: 11' -0" MAX. AND 1, CLASS 8, GRADE 1 STRAPPING AND BE AT LEAST Ero 2� -0" MAX. FROM EACH END OF HOME. ■ 1 /4" x .033" HOT WPM GOLYMilia) STEEL. FIGURE 2 . BRI" r{ $ LOCKING FRAME CLAMP I1 MMA-33 ASSEMBLED UNIT 111111.1.11.11 1 x r Grad. 5 ---- -► � Bon & Nth ♦ / • Nom Frame with Washers i i i �/ 8whrsl Clip mull not vary morn Note: Gat. Or Painted Costing than 10 Deg. ham P.rpsndlcular Black Water Resistant Coat np. NNmda Man strap W Wadlus Clip b Baam. All Dimensions 4/- 0.0826' , SOIL CLASSIFICATION CHART Sail Soil lfutt Count 1 teal Probe I Recommended Class Description iAS I M 1)1 X86) , 1 antic i Nlilul le ,Man ;A1icllor 1 Sound hard rock NA NA Cross Drive or Rock Anchor 2(a) Very dense & /or cemented 40 -up 551 Ib. in. 4430DH sands, coarse ravel and Up 650DH cobbles, caliche, preloaded 4430 EZDH silts, and clays. 636 EZDH 24 BA 2(b) Coral 40 -up 551 Ib. In. 4430 DH up 650DH 24BH 3 Medium dense coarse sands, 24 -39 351 to 550 4430 DH sandy gravels, very stiff silts, Ib in. 4430 EZDH and clays. 636 EZDH 650DH 4(b) Loose to medium dense sands, 18 - 23,3 276 to 350 650DH firm to stiff clays and silts Ib. in. 6650 EZVDH Fla. alluvial fill. 4(b) VERY loose to medium dense 12 -17 175 to 275 1060DH sands, firm to stiff clays and lbs. in silts, alluvial fill. Remember: Each state, county or municipality may require a specific anchor from the groups shown for each soil classification. Check focal regulations first. Note: Many anchors are designed for particular soil condition(s) and are unacceptable for use in other type soils. We have listed the soils for which each anchor is designed and approved. Soil classifications are taken from the "standard for the installation on mobile homes ". Each anchor listed meets ANSI A225.1 and ASTM D3953.91 codes. 8 • Following is a list of Minute -Man Anchors with a minimum holding power of 4,725 pounds (2143 kg.). MAUI< I N1ODFI _ !3E Y' ItIP 4 fl(:)N USE IN i SOIL fY1'E MMA -2 650 -DH 5/8 6" DISC, 50" ANCHOR 2,3,4 MMA -4 650 -O%% 314 6 " DISC, 50' ANCHOR 2, 3,4 650 -DH 11/16 6" DISC, 50' ANCHOR 2,3,4 MMA -40 636-DH 5/8 6" DISC, 36" ANCHOR 2,3,4 MMA -28 636 -DH 3/4 6" DISC, 36" ANCHOR 2,3,4 MMA -30 4430-D1-15/8 DOUBLE 4" DISC, 30" ANCHOR 2 MMA -36 4430 -011 11/16 DOUBLE 4" DISC, 30" ANCHOR 2 MMA -6 4430 -DH 3/4 DOUBLE 4" DISC, 30" ANCHOR 2 MMA -35 35 -XDH 36° CROSS DRIVE ANCHOR 1 MMA -8 48 -XDH or CROSS DRIVE ANCHOR 1 MMA - 71 1060 -DH 3/4 10" DISC, 60" ANCHOR 4b (Fla.) MMA - 4442 - 5/8 DOUBLE 4" DISC, 42" ANCHOR 2,3,4 MMA -52 4636 -DH 3/4 4" & 6" DISC, 36" ANCHOR 2,3,4 MMA-54 4450 -DH i 1/16 DOUBLE 4" DISC. 50" ANCHOR 2,3,4 MMA -55 4450 -1311 3/4 DOUBLE 4" DISC, 50" ANCHOR 2,3,4 MMA - 92 4430 - EZDH 3/4 DOUBLE 4" DISC, 30° EZ ANCHOR 2,3 MMA -94 636 -EZDH 3/4 6" DISC, 36" EZ ANCHOR 2,3 MMA -95 660 -EZDH 3/4 6" DISC, 60" EZ ANCHOR 2,3 MMA - 650 - EZDH 3/4 6" DISC, 30" 1Z ANCHOR 2,3,4 MMA -98 _ 650 EZVDH 3/4 - DOUBLE 6" DISC. VERT. STABILIZER 2,3,4A (Fla.) MMA -18 THDH DOUBLE HEAD TENSION DEVICE SLAB MMA -18 THDHLS DH TENSION DEVICE W /LAG SLAB MMA -10 36 -DH CORAL ANCHOR CORAL MMA -12 210 -011 CONCRETE ANCHOR SLAB MMA -14 210 -PDH WET CONCRETE ANCHOR SLAB MMA -42 210 -JDH SWIVEL HEAD WET CONCRETE ANCHOR SLAB MMA -BR 24 BA BARB ROCK ANCHOR 1 MMA -22 100 -Dti, DOUBLE HEAD TENSION ADAPTER MMA -SDA2 STABILIZER MMA -SD2 STABILIZER FLA. MMA -29 FRAME CLAMP 11 W /STRAP MMA -29 /S FRAME CLAMP I W/STRAP MMA -31 FRAME TIE LONGITUDINAL FRAME TIE FLA. MMA -32 BUC/WS BUCKLE W /STRAP MMA -33 1 LOCKING) LOCKING FRAME CLAMP II FLA. MMA -71 CORNER TIE W /STRAP MMA -71 CT/WS CORNER TIE I4 STRAP FLA. MMA - SUL STRAP BOLT & NUT MMA - 25 22 BUCKLE DOUBLE SLOT BUCKLE MMA -32 SS BUCKLE SINGLE SLOT BUCKLE 44RB 4X4" ROOF BRACKET 66 RB 6X6" ROOF BRACKET POCKET PENETROMETER POCKET PENETROMETER SOIL TEST PROBE SOIL TEST PROBE PERIMETER JACK PERIMETER JACK JACKING PLATE I BEAM JACKING PLATE ' MMP -6 6" PIER STANDARD MOBILE HOME PIER ' MMP -8 8" PIER STANDARD MOBILE HOME PIER MMP -10 10" PIER STNNDARD MOBILE HOME PIER MMP -12 12" PIER STANDARD MOBILE HOME PIER MMP -14 14" PIER STANDARD MOBILE HOME PIER MMP -16 16" PIER STANDARD MOBILE HOME PIER MMP -1 B 18" 41ER STNADALLD MORALE HOME PIER MMP -20 20" PIER STANDARD MOBILE HOME PIER MMP -22 22" PIER STANDARD MOBILE HOME PIER MMP -24 24" PIER STANDARD MOBILE HOME PIER MMP -26 26" PIER STANDARD MOBILE HOME PIER MMP -28 28" PIER STANDARD MOBILE HOME PIER MMP -30 30" PIER STANDARD MOBILE HOME PIER MDP -16 16" DELUXE PIER LOCKING HEAD HEAVY DUTY PIER FLA. MDP -20 20" DELUXE PIER LOCKING HEAD HEAVY DUTY PIER FLA. MDP -24 24" DELUXE PIER LOCKING HEAD HEAVY DUTY PIER FLA. MDP - 28" DELUXE PIER - LOCKING MAD %iEAVY D'Sl'N MB FLA. MDP -32 32" DELUXE PIER LOCKING HEAD HEAVY DUTY PIER FLA. 9 A SAFER FLORIDA IGHAY SAFETY AND MOTOR VEHICLES Department of Highway Safety and Motor Vehicles Division of Motorist Services Manufactured Housing Section 1r I FLORIDA'S APPROVED PRODUCTS LIST FOR THE INSTALLATION OF MOBILE /MANUFACTURED HOMES (Revised 01 /1 1 ) INTRODUCTION Florida statutes require that mobile /manufactured homes are installed safely and will meet wind loads as determined by Section 3280.306 of Code of Federal Regulations (CFR), Part 3280, Manufactured Housing Construction and Safety Standards established by the U.S. Department of Housing and Urban Development. Section 320.8251, Florida Statutes requires that: Each person or entity that engages in the Manufacture of mobile home installation components, products, or systems must obtain a certification from the department which affirms that such component, product, or system is approved for use in the installation of mobile homes in this state." The "department" refers to the Department of Highway Safety and Motor Vehicles. The Manufactured Housing Section of the Division of Motorist Services is a unit of this department and is the unit responsible for certifying mobile /manufactured home components, products and systems for use in Florida. This document is the official list of mobile /manufactured home installation components, products and systems that have been certified for use in Florida. If you have any questions. you may contact me at (813) 612 -7150. Wayne Jordan Program Manager References: Section 320.8249, F.S.: Provides for the licensing and regulation of mobile /manufactured home installers. Section 320.8251. F.S.: Provides for the certification of mobile /manufactured home installation components, products and systems. Section 320.8325. F.S.: Provides for the department to adopt rules setting forth uniform standards for the installation of mobile /manufactured homes. Rule Chapter 15C -1. F.A.C.: Provides the uniform mobile /manufactured home installation standards for Florida. Revised 10 /10 ii APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES ADVANCE CONNECTOR SYSTEMS 1842 East Encanto Drive Tempe, Arizona 85281 MODEL # IDENTIFICATION DESCRIPTION AVTP 1212 -2S6 Marriage Line Connector 12 Gauge double plate connector and 1 1/4" strap using' /" grade 5 bolt and nut AVTRX Marriage Line Connector Bracket and attached connector plate using 1/2" grade 5 bolt and nut BYRD FOOTER SYSTEMS, INC. 624 U.S. Highway 17, South San Mateo, Florida 32187 MODEL # IDENTIFICATION DESCRIPTION Byrd Footer System 3.000 lb. Fiber Mesh Concrete Lateral /Longitudinal Stabilizing Footer System C. LAND IMPORTERS/EXPORTERS 2409 Southeast 26 Street Ocala, Florida 34471 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load C/L Square Shoulder Bolt 5/8" x 3 3 /4" Knurled Split Bolt N/A 3,150 4.725 Revised 10/10 1 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES D -REP PLASTICS, INC. 11256 47th Street North Clearwater, Florida 33762 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load DRP- 032295 Recycled Plastic Shim 4.986" (width) X 6.010" length N/A N/A N/A (Sure Wedge) Wedge x 1" to 2" (height) plastic, full bearing wedge DRP- 3300 -105 Slide -N -Lock Shim 3 1/2" (width) x 6" length N/A N/A N/A (DeWedge) Wedge x 0" to 1 1/4" (height) DRP- 3399 -180 Plastic Stabilizer Post 8" x 24" x 3 /4" at top N/A N/A N/A FOUNDATION WORKS, INC. 7600 Boeing Drive Greensboro, NC 27409 -9046 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load VFDS Velocity Foundation Lateral / Longitudinal N/A N/A N/A Design System Stabilizing System Revised 10 /10 2 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES HOME PRIDE, INC. P.O. Box 160387 Nashville, Tennessee 37216 -0387 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load HP -4 Galvanized Auger 5/8 "" x 48 "" steel rod, double bolt 4a 3,150 4,725 Anchor head, single 6 disc — 0.175 "" thickness, 7 gauge HP -5 Galvanized Auger 1/4 x 48 steel rod, double bolt 4a 3,150 4,725 Anchor head, single 6 disc — 0.167 " ", 7 gauge IIP -8 Galvanized Auger 3 /4 "" x 60 "" steel rod, double bolt 4b 4,000 6,000 Anchor head, single 8 "disc — 0.169 " ", 7 gauge 59285 Galvanized Stabilizer 17 1/2 wide, 7" side depth, 4b 3,150 4.725 Plate 13 3 /4 - center depth, .105 "" thickness and 90 top bend Revised 10/10 3 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES HOME PRIDE, INC., continued... P.O. Box 160387 Nashville, Tennessee 37216 -0387 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load 1 -tome Pride Strapping 1 1/4" x 0.0375" galvanized flat N/A 3,150 4,725 strapping, ASTM D3953 -91 HP Galvanized Split Bolt 5/8" x 3" x 5/8" square shoulder N/A 3,150 4,725 w /hex head standard thread, shalt saw cut Home Pride Crimping Seal 17/16' x 2'/4" zinc plated N/A 3,150 4,725 59002 TD Swivel Strap 2.600" x 4.875" x 10 gauge with N/A 3,150 4,725 Connector 1 1/4" x .035" galvanized steel strap 59003 TD Beam Connector for 2.5" x 7.300" x 10 gauge used N/A 3,150 4,725 3" I -beam with 59002 and grade 5 bolt and nut 59009 Longitudinal Beam I ' /z" x 6 1/2" x 1/4 used as a pair N/A 3,150 4,725 Connector with 59002 59011 Longitudinal Beam 6" x 6 ' /4 " x 7 gauge frame clamp N/A 3,150 4,725 Clamp with 8 - grade 5 bolts and nuts 11P62 Adjustable Perimeter Door & Window Support N/A N/A N/A Support Min 16 X 16 I IP12LS - Tension Head W /Lag Concrete Anchor N/A N/A N/A Bolt 1 IP 13 Patio L Anchor Bolt Concrete Anchor N/A N/A N/A Revised 10 /10 4 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MINUTE MAN ANCHORS 305 West King Street East Flat Rock, North Carolina 28726 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load MMA 2 Galvanized Auger 5/8" x 48" rod, double bolt 4a 3,150 4,725 Anchor head with a single 6" disc MMA 4 Galvanized Auger 1/4" x 48 "" rod, double bolt head 4a 3,150 4,725 Anchor with a single 6" disc MMA 75 Galvanized Auger 3 /4'" x 60" rod, double bolt head 4b 4,000 6,000 Anchor with a single 7" disc MMA 86 Galvanized Auger 1 /4 - x 60 "" rod, double bolt head 4b 4,000 6,000 Anchor with a single 8 disc MMA 12 Galvanized Concrete 5/8 x 10 threaded rod with Concrete 3,150 4,725 Anchor nut. Use with concrete slab (dry) MMA 14 Galvanized Concrete 5/8" x 10" rod with a 3" turn Concrete 3,150 4,725 Anchor on the end. Use with concrete slab (wet) MMA 42 Galvanized Concrete Swivel head. Use with Concrete 3,150 4,725 Anchor concrete slab (wet) MMA 18 Galvanized Tension Double head tension device N/A 3,150 4,725 Device w /bolt hole in bottom of yoke for use with expansion bolt in concrete slab (dry) MMA 22 Galvanized Tension Double head tension device N/A 3,150 4.725 Device adapter MMA SD2 Galvanized Stabilizer 18" wide x 13.5" center x 7 1 /2" N/A 3,150 4.725 Plate on the sides Revised 10 /10 5 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MINUTE MAN ANCHORS, continued... 305 West King Street East Flat Rock, North Carolina 28726 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load MMA Strapping — ANSI 1 '/4" x .035" galvanized steel N/A 3,150 4,725 A225.1 & ASTM strapping, .60 zinc coating 3953 -91 each side MMA -S Strap (crimp) seal 1 1/4" wide x 2 1/8" long N/A 3,150 4,725 MMA Square shoulder bolt 3 3 /4" x 5/8" knurled split bolt N/A 3,150 4,725 MDP -16 Pier 12" — 16" with 4" adjustment N/A N/A N/A height — head locks to I -beam MDP -20 Pier 12" — 20" with 4" adjustment N/A N/A N/A height — head locks to I -beam MDP -24 Pier 20" — 24" with 4" adjustment N/A N/A N/A height — head locks to I -beam MDP -28 Pier 24" — 28" with 4 "adjustment N/A N/A N/A height — head locks to I -beam MDP -32 Pier 28" — 32" with 4" adjustment N/A N/A N/A height — head locks to I -beam MMA-31 Longitudinal Beam Zinc coated longitudinal beam N/A 3,183 4,225 Clamp clamp 6" x 6 3 /4" x 7 gauge w/8 '' /Z" x 1/2"' grade 5 bolts /washers MMA -33 Locking Frame 2" X 7 3 /4" X 7 gauge and 2" x N/A 3,150 4,225 Clamp I I 5 1/8" x 7 gauge assembled lock frame clamp II with Florida Strap Revised 10/10 6 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MINUTE MAN ANCHORS, continued... 305 West King Street East Flat Rock, North Carolina 28726 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load MMSPP Longitudinal 20" x 20" x 1" Galvanized ALL N/A 26,400 Stabilizing System Steel Base Pad MMLBC Beam Clip with above 3'/4" x 6" x 7 gauge N/A N/A N/A system MMLBT Brace with above 1 '/2" Brace Tube Length varies N/A N/A N/A system by pier height MMA -71 Corner Tie 2" x 3" x 7 gauge corner tie N/A 3,150 4,224 with radius clip and Florida strapping MMA -98 Galvanized Auger 1/4" rod x 48" w /dual 6" disc, 4b 3,150 4,725 Anchor w /Stabilizer anchor has attached stabilizer head and plate MMA -99 Galvanized Auger 3 /4" rod x 60 w /dual 8" disc, 4b 4,000 6,000 Anchor w /Stabilizer anchor has attached stabilizer head and plate EZASTS Adjustable Support galvanized square tubes and ALL N/A 27,600 Tube System beam clip MMAST Support tubes for 1 1/2 & 1 1/4'" galvanized N/A N/A N/A EZASTS square tubes MMSBC Beam Clip for ASTS 3 1/4" x 6" x 7 gauge N/A N/A N/A Revised 10/10 7 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MINUTE MAN ANCHORS, continued... 305 West King Street East Flat Rock, North Carolina 28726 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load MMSPP Longitudinal 20" x 20" x 1" Galvanized ALL N/A 26,400 Stabilizing System Steel Base Pad MMLBC Beam Clip for above 3 /4" x 6" x 7 gauge N/A N/A N/A system MMLBT Brace for above 1 1/2" Brace tube (length varies N/A N/A N/A system by pier height) MMA -SD3 Steel Pier Pad 2.75 sq. ft. / 11 gauge N/A N/A N/A galvanized pad steel beam clips MMA -CAF Concrete Anchor gal. flange for mounting N/A N/A N/A Flange (dry) Longitudinal & lateral braces to freshly poured concrete slab MMA -CFW Concrete Anchor gal. flange for mounting N/A N/A N/A Flange (wet) longitudinal & lateral braces to freshly poured concrete MMA -LLBS Kit Lateral Hardware and N/A N/A N/A Longitudinal Struts Revised 10 /10 8 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MOBILE HOME SAFETY PRODUCTS Dba Oliver Technologies, Inc. P.O. Box 58/467 Hohenwald, Tennessee 38462 MODEL # IDENTIFICATION DESCRIPTION OT486A Galvanized Auger Anchor 5/8" x 48" rod, double bolt head with a single 6" disc OT486B Galvanized Auger Anchor 3 /4 "" x 48 rod, double bolt head with a single 6" disc OT607B Galvanized Auger Anchor 1/4" x 60" rod, double bolt head with a single 7.5 disc OT11000A Galvanized J -Hook Concrete T" x .646 "" rod, double bolt head Anchor with a j -hook OTMSP -1 Galvanized Metal Stabilizer Plate 18" wide x 13 1/2 depth OTMSPIG Galvanized Metal Stabilizer Plate 18" wide x 13 '/2 depth x 7 %z" side — 12 ga. 1055 -19 Plastic Stabilizer Plate .742" (thickness at top) x 9.95" (width) x 24" (length) 2410 Plastic Wedge (OTI) (ABS) 3.5 x 6.0 "" x 0.946" 1055 -1 1 Adjustable Outrigger Bracket, pipe and screw adjustment 012001 Swivel Frame Clamp 3/16" x 2" galvanized upper and lower jaws for clamping the I -beam OTSFT Swivel Frame Clamp A -36 Galvanized 012002 Sidewall Strap Connector G -40 galvanized 7 gauge connector to hook sidewall brackets OTQC Sidewall Quick Strap Connector A -36 /Galvanized .1793 "" thick sq. hole in clip head Revised 10 /10 9 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MOBILE HOME SAFETY PRODUCTS continued... Dba Oliver Technologies, Ins. P.O. Box 58/467 Hohenwald, Tennessee 38462 MODEL 11 IDENTIFICATION DESCRIPTION 1055 -18L Longitudinal Stabilizing System 20" galvanized steel pad beam clip for longitudinal bracing system w /square tubing in a cross "X" pattern 1 10l I, All Steel Foundation System Longitudinal Stabilizing System 1 101 All Steel Foundation System Longitudinal and Lateral Stabilizing System 1 101 V All Steel Foundation System Longitudinal Stabilizing & Lateral Bracing System 1 101 C V W Wet Bracket Concrete Full System 1 1 O l CVD Dry Set Bracket Concrete Full System 1101 -W -CPCA Wet Set Bracket Concrete Longitudinal System 1101-D-CPCA Dry Set Bracket Concrete Longitudinal System 1 101 -W -TACA Wet Set Bracket Concrete Transverse System 1 1 01 -D -TACA Dry Set Bracket Concrete Transverse System 1055 -14 Plastic Foundation Pad 16" x 16" 1055 -10 Plastic Foundation Pad 16" x 16" 1055 -8 Plastic Foundation Pad 16" x 18" 1055 -23 Plastic Foundation Pad 16" x 18 '/2" (rounded)(2 sq. ft.) 1055 -9 Plastic Foundation Pad 18 1/2" x 18 '/2" x 15/16" SPA 264 -1 Plastic Foundation Pad 18 1/2" x 18 1/2" x 3 /4" 4148 -4 Plastic Foundation Pad 13 '/4" x 26 '/4" x 3 /4" 1055 -16 Plastic Foundation Pad 17" x 22" x 1 1/8 1055-7 Plastic Foundation Pad 20" x 20" x 7/8" 1055 -21 Plastic Foundation Pad 17 ' /2" x 22 ' /z" 1055 -17 Plastic Foundation Pad 17 1/2" x 25 1/2" x 1 1/8' 1055-13 Plastic Foundation Pad 24" x 24" 1055 -22 Plastic Foundation Pad 21.13" x 29.13" (rounded) 1055 -20 Plastic Foundation Pad 23 '/4" x 31 1/4" Revised 10 /10 10 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES MOBILE HOME SAFETY PRODUCTS continued... Dba Oliver Technologies, Ins. P.O. Box 58/467 Hohenwald, Tennessee 38462 MAXIMUM PIER LOADS IN POUNDS BASED ON SOIL VALUES Pad Area 1,000 lb. 1,500 Ib. 2,000 lb. 2,500 Ib. 3,000 lb. Remarks Configuration (sq. ft.) soil soil _ soil _ soil soil _ Max. _ 16" x 16" 1.77 1,770 2,650 3,450 4,420 5,310 5,310 16" x 16" 1.78 1,780 2,660 3,560 4,430 5,340 5.320 16" x 18" 2.0 2,000 3,000 4,000 5,000 6,000 6,000 16" x 18 1/" (rounded) 2.0 2,000 3,000 4,000 5,000 6,000 6,000 18 ' /2" x 18 ' ,42 15/16" 2.360 2,360 3,550 4,730 5,910 7,090 7,090 18 '/ " x 18 1/2" x 3 /4 - 2.375 2,375 3,563 4,750 5,598 5,598 5,600 13 1/4" x 26 1/4" 2.375 3,563 4,750 5,938 6,400 6,400 17" x 22" 2.5 2,500 3,750 5,000 6,250 7,500 7,500 20" x 20" 2.75 2,750 4,125 5,500 6,875 8,250 8,250 17 '/2" x 22 '/" (rounded) 3.0 3,000 4,500 6,000 7,500 9,000 9,000 17 'A" x 25 1/2" 3.0 3,000 4,500 6,000 7.500 9,000 9,000 24" x 24" 4.0 4,000 6,000 8,000 8,000 8,000 8,000 21.13" x 29.13" (rounded) 4.0 4,000 6,000 8,000 8,000 8,000 8.000 23 1/4" x 31 1/4" 4.698 4,698 7,047 8,000 8,000 8,000 8,000 PAD CONFIGURATIONS Pad Description Pad Area 1,000 Ib. 2,000 Ib. 3,000 Ib. (Pyramid Footer Configuration) (sq. ft.) soil soil soil - (2) 13 14" x 26 '/," as a base and (1) 20" x 20" on top 4.8 4,800 9,600 N/A Three (3) 17" x 22" 5.0 5,000 10,000 N/A Three (3) 17 '/2" x 25 1/2" 6.0 6,000 12,000 N/A CAP BOARDS MODEL # IDENTIFICATION DESCRIPTION OT 1 CB 1 Plastic Cap Board 1 "' x 8" x 16" OT 1 CB2 Plastic Cap Board 2" x 8 x 16" The cap boards were test on C ML 1 pier (C90) with either a single or double stacked cap boards. Revised 10/10 1 1 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES PINELLAS MANUFACTURING, INC. 11528 53 Street North, Unit B Clearwater, Florida 33760 MODEL # IDENTIFICATION DESCRIPTION Soil Working Ultimate Class Load Load MPI 1230 Plastic Pier Base 30" x 12" Pier Base N/A N/A N/A MPI 1630 Plastic Pier Base 30" x 16" Pier Base N/A N/A N/A MPI 1830 Plastic Pier Base 30" x 18" Pier Base N/A N/A N/A POLY VULC USA, INC. 1645 Haining Road Vicksburg, Mississippi 39180 MODEL # IDENTIFICATION DESCRIPTION PP 1616 Plastic Foundation Pad 16" x 16" x 0.918" PP 1818 Plastic Foundation Pad 18 1/2" x 18 1/2" x 0.928" PP 1723 Plastic Foundation Pad 17" x 23" PP2020 Plastic Foundation Pad 20" x 20" x 0.926" PP 2626 Plastic Foundation Pad 26" x 26 x 1.189" Revised 10/10 12 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES POLY VULC USA, INC; continue... 1645 Haining Road Vicksburg, Mississippi 39180 MAXIMUM PIER LOADS IN POUNDS BASED ON SOIL VALUES Pad Configuration Pad 1,000 Ib. 2,000 Ib. 3,000 Ib. Remarks (single pad) Area soil soil soil Maximum 16" x 16 x 0.918 "" 1.778 1,780 3,560 N/A 3,560 18 '/- x 18 '/" x 0.928" 2.377 2,380 4,760 N/A 4,760 17 "" x 23 "" 2.697 2,697 5,394 N/A 8,000 blocks double stacked 2.697 2,697 5,394 8,091 13,188 20 "" x 20 "" x 0.926" 2.767 2,767 5,534 8,301 8,301 two double stacked 24 "" x 24 "" Single Stack 3.975 N/A N/A N/A 8,000 24 "" x 24 Double Stack 3.975 3,975 7,950 11,000 13,188 26' x 26" x 1.189" W/1 4.396 4,396 8,000 N/A 26 "" x 26" x 1.189 W/2 4.396 4,396 8,792 13,188 Note: Installer is responsible for determining soil bearing capacity STRAPPING PRODUCTS Post Office Box 729 Orange Park, Florida 32067 -0729 MODEL # IDENTIFICATION DESCRIPTION SPD Crimp Seal 0.375 "" galvanized (1.40 x 2.1885 "" x 0.0375 " ") Revised 10/10 1 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES ANCHOR -SUR PRODUCTS Division of Poly Foam international, Inc. dba STYLE CREST PRODUCTS Post Office Box 600 Hagerty Drive Fremont, Ohio 43420 Soil Working Ultimate MODEL # IDENTIFICATION DESCRIPTION Class Load Load 48SH Auger Anchor '/- or 5/8 "" x 48" rod, double 4a 3,150 4,725 head with a single 6" disc 57SF1 Auger Anchor 1/4 x 60 rod, double head with a 4b 4,000 6,000 (Type 2) single 7" disc (7 gauge) DTH &HN5830 Head & Anchor Bolt Head with 5/8 "" x 3 '/2" phillips N/A 3,150 4,725 anchor bolt CDE8 Concrete Anchor 1/4" x 10 1/2" rod w /hook on the concrete 3,150 4,725 end Strap Anchor -Sur Strap 1 1/4"" x .035 "" galvanized strap N/A 3,150 4,725 SB Hex Shoulder Bolt 2'/4 " x 5/8" slotted knurled bolt N/A 3,150 4,725 481500 Swivel Strap 2 3 /4 "" x 5.336 "" x 10 gauge with N/A 3,150 4,725 Connector 1 ' /a x .035 galvanized steel strap G -120 481600 Beam Connector 2 '/2" x 7" x 10 gauge N/A 3,150 4,725 Anchor -Sur Crimping Seal 1.410" x 2 '/ "' N/A 3,150 4,725 481014 59285 Stabilizer Plate 17'/2 "" (wide) x 7" (side) x 13'/4" (center) x 8 gauge (thick) 1 5/8 "" 90" top bend Revised 10 /10 14 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, Georgia 30336 Soil Working Ultimate MODEL # IDENTIFICATION DESCRIPTION Class Load Load M 12H -5/8" Galvanized Auger 5/8" x 48" rod, double head 4a 3,150 4,725 Anchor with a single 6" disc M121-I -3/4" Galvanized Auger 3 /4" x 48" rod, double head with 4a 3,150 4,725 Anchor a single 6" disc M607 Galvanized Auger 3 /4" x 60" rod, double head with 4b 4,000 6,000 Anchor a single 7" disc M 1 T2 Galvanized Patio Slab 3 /4" x 10" threaded rod w /flat Concrete 3,150 4,725 Anchor washer and nut, double bolt head M I ,12 Galvanized Patio Slab 5/8" x 10" rod concrete anchor Concrete 3,150 4,725 Anchor with a double bolt head M 1 CS2 Galvanized Patio 1/2" x 3" steel expansion bolt Concrete 3,150 4,725 Anchor Bolt w / "Redhead Sleeve Anchor" double head M 1 AR2 Galvanized Double Double head tension device N/A 3,150 4,725 Head Device (only) w /bolt hole in the bottom of the yoke M I S2 Galvanized Double Double head tension device N/A 3,150 4,725 Head Swivel Adapter with swivel adapter 59285 Stabilizer plate — steel Galvanized steel 17 ' /2 (width) 4b 4,000 6,000 x 7" (side) x 13'/4" x 8 gauge (thick .105" 90 degree top bend) 59293 Stabilizer Plate/ - 8" x 24" x 1.375" at top plastic Revised 10/10 15 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING continued... 5901 Wheaton Drive Atlanta, Georgia 30336 Soil Working Ultimate MODEL # IDENTIFICATION DESCRIPTION Class Load Load Tie Down ASTM Standard Spec. 1 1/4" x .035" galvanized steel N/A 3,150 4,725 Strapping D3953 -91 strapping G -120 MGRB Roof Bracket Galvanized Roof Bracket N/A N/A N/A TD Slotted Bolt 2 3 /4 " x 5/8" N/A 3,150 4,725 TDE Crimping Seal 1.410 "" x 2.250" N/A 3,150 4,725 59010 Longitudinal Metal pads, bracket with N/A 7,000 10,000 Stabilization Device hardware metal struts If SD 59002 Swivel Strap 2.60" x 4.875 "" x 10 gauge N/A 3,150 4,725 Connector w/I '/- x .035" 59003 Beam Connector for a 2.5 x 6.300" x 10 gauge beam N/A 3,150 4,725 3" I -beam connector used with 59002 59004 Beam Connector for a 2.5" x 7.300" x 10 gauge beam N/A 3,150 4,725 4 I -beam connector used with 59002 59005 Adj. Beam Connector 2.5" x 9.850" x 10 gauge used N/A N/A N/A for up to a 8 "" double. with 59002 and grade 5 bolt and I -beam nut 59009 Longitudinal Beam I 1/2"" x 6 1/2" x 1/4"" used as pair N/A N/A N/A Connector with 59002 5901 1 Longitudinal Beam 6 "" x 6 3 /4" x 7 gauge frame N/A N/A N/A Clamp clamp with eight (8) grade 5 bolts and nuts Revised 10 /10 16 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING continued... 5901 Wheaton Drive Atlanta, Georgia 30336 THE FOLLOWING ARE KIT NUMBERS MODEL # IDENTIFICATION DESCRIPTION 59006 Lateral (Vector) Kit w /pads for concrete 17.25" x 1 1 ", 12 gauge galvanized applications – single stacked block piers pad, part # 59277 w /mounting brackets, hardware &* parts 59276 and 59282 59008 Lateral (Vector) Kit w /pads for concrete applications – double stacked block piers 17.25 " x 18.6 ", 12 gauge galvanized pad, part # 59273 w /mounting brackets, hardware & parts 59276 and 59282 59273 Double block foundations pad for concrete Use with Vector System 59277 Single block foundation pad for concrete Use with Vector System 59024 Lateral (Vector) Hardware Kit (use w/59271) U- bolts, "U" shaped connectors & inside brackets 59026 Longitudinal L Hardware Kit (w/59271) 6'' x 6 3 /4 — x 7 gauge beam clips, "U" shaped plate connector, bolts and nuts for connections 59314 Vector Xi System Longitudinal Stabilizing System 59315 Vector Xi System Lateral Stabilizing System Xi Concrete and Concrete Block System Longitudinal /Lateral Stabilizing System 59361 Outriggers 24" Outrigger /Diagonal Strut 59 362 Outriggers 24" Outrigger /Diagonal Strut Revised 10 /10 17 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING continued... 5901 Wheaton Drive Atlanta, Georgia 30336 MODEL # IDENTIFICATION DESCRIPTION 59300 Plastic Foundation Pad 16" x 18" x 1" 59301 Plastic Foundation Pad 16" x 22 %" x 1 59302 Plastic Foundation Pad 17 3/16" x 25 3/16" x 1 1/8" 59303 Plastic Foundation Pad 2 4" x 24" 59271 Galvanized Metal Foundation Pad 19.418" x 22.25" x 12 gauge used with 59002 and grade 5 bolt and nut MAXIMUM PIER LOADS IN POUNDS BASED ON SOIL VALUES Configuration Pad Area 1,000 lb. 2,000 Ib. 3,000 lb. Single Stack Pier (sq. ft.) soil soil soil 16" x 18" x 1- 2.0 2,000 4,000 6,000 16" x 22 1/2 x 1 " 2.5 2,500 5,000 7,500 17 3/16" x 25 3/16" x 1 1/8" 3.0 3,000 6,000 N/A 19.418" x 22.5" x 10 gauge 3.0 3,000 6,000 N/A 24 x 24 4.0 4,000 8,000 N/A Configurations above may be used to replace a home manufacturer's recommended concrete base pad. Revised 10 /10 18 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING continued... 5901 Wheaton Drive Atlanta, Georgia 30336 Note: Installer is responsible for determining soil bearing capacity PAD CONFIGURATIONS Pad Description Pad Area 1,000 lb. 2,000 lb. 3,000 lb. (Pyramid Footer Configuration) (sq. ft.) soil soil soil Two 16" x 22 '/" pads as a base and one of the same size on top 5.00 5,000 10,000 N/A Two 17 3/16" x 25 3/16" pads as a base and one of sane size on 6.00 6,000 12,000 N/A top Revised 10/10 19