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Home My WebLink AboutANCHORSRU4 Special State requiremer Alabama - Maximum Pier AnchoI Winc 321. HUD Code Homes Only, Florida - See Florida zone q' & III Instructions. Michigan - Foundation Michigan Building Co Missouri - Anchors, stab to or exceeding 3150 (4725 Ibs total) are re( North Carolina - Require the frost line. Minute Man Anchors LLI Man Anchors Installatioi Minute Man Anchors LLI Engineer. Minute Man Anchors LLI Thank you for using must be 42" below grade as per Chapter 1806.2.1 2000 k devices and frame ties with an allowable working load equal s, and are capable of withstanding a 50% overload gyred within 2' of the 4 corners on all single wide homes. that the bottom of footings be placed 4" under the soil, or at System must be installed in complete accordance with Minute Instructions and the Home Manufacturer's Instructions. System is evaluated, tested and approved by a Professional System must be allowed by the authority having jurisdiction. Man Products, Inc. If you have any questions, please call us at: (828) 692-0256 � Y f Af4m& 1 anchore ft. LIMITED WARRANTY Minute Man Anchors, Inc. warrants at the time of installation when pros THE FOREGOING WARRANTY I EXPRESS OR IMPLIED, WRITTE MERCHANTIABILITY OR FITNES EXPRESSLY LIMITED TO AN AM CLAIMS FOR SPECIAL, INCIDEP, EXCLUDED. Minute Man does nol sale or use of this product. is product is free from defects in materials and Workmanship erly installed in accordance with the Installation instructions. i IN LIEU OF ANY OTHER WARRANTY, WHETHER J OR ORAL, INCLUDING ANY WARRANT OF 3 FORA PARTICULAR PURPOSE. ANY LIABILITY IS )UNT EQUAL TO THE PURCHASE PRICE PAID, AND ALL TAL AND CONSEQUENTIAL DAMAGES ARE HEREBY assume any other liability or obligation in connection with the If the product is defective at the time of delivery or installation and you give prompt notice to Minute Man no later than thirty (30) days of attempted installation of the defect, Minute Man, at its option, will replace the product ati no cost or refund the full amount of the purchase price, provided the defective product is returned�lhe o Minute Man with proof of purchase at the address set forth below. PRODUCT REPLACEMNT OR REFUND IS YOUR SOLE AND EXCLUSIVE REMEDY. This warranty extends only to distributor and original installer of the product and does not cover a defect resulting from abi lse, misuse, neglect, repairs, any use not in conformity with the printed instructions or installation by unauthorized personnel. This warranty gives you spec'fic legal rights, and you may also have other legal rights which vary from state to state. Some states do not allow limitations on implied warranties or special, incidental or consequential damages, so the foregoing limitations may not apply to you. If you have a claim under thi$I warranty, please contact our CUSTOMER SERVICE department (have model and type numbers' available): CUSTOMER SERVICE Free in the U.S. 1-800-438-7277 1-828-692-0256 OR WRITE TO: Minute Man -Customer Service 305 West King Street East Flat Rock, NC 28726 To our knowledge, the Information provided in and by the independent, profession engineers' reports and certifications and obtained from other independent sources contained in the installation instructions and product manuals is accurate. However, Minute Man Anchors, Inc. cannot assume any liability whatsoever for the accuracy or completeness thereof. Final determination of the suitability of any information or material for the use contemplated is the sole responsibility of the Iser. Specifications are subject to change without notice. The load ratings established in the report are not valid in any application where the use of the product would overload any structural member of the home of foundation. RU4 w 6622439 Anchorsinc. Note: Your set must be designed by a Registered Professional Engineer if all or one of the following conditions occur: Location is within 1,500 feet of Coast Roof eaves exceeds 16' Pier Height exceeds 48" Main beam spacing exceeds 99.5" Sidewall height exceeds 96" 1 Refer to the Home Man Ifacturer Installation Instructions for pier locations. 6" Disc anchors 48" long with vertical ties are required at maximum 5'-4" center along both sidewalls starting a maxi�um of 2'-0" in from each end of the home. Vertical ties must be used at all connection poi is furnished by the home manufacturer. Centerline anchors to be sized according to soil Torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of,000 Ibs require a 5' anchor. 2 Refer to the Systems Placement Plans for the location of Longitudinal Lateral Bracing System. (See Attached). Each system is required to have a frame tie and stabilizer attached at each lateral aIm stabilizing location. a Remove turf to expose fi Im soil at each SD3 pad location. 4 Attach tube clip to SD3 pier pads (see Detail Assembly Drawing) center pad under beam, level pad. Angle Drive Pins may be driven vertically through four (4) slots in SD3 pier pad now or after home is totglly set. Angle drive pins may be driven up to ten degrees (10) off of vertical. If you choose to drive pins after home is set, do not cover slots in pier pad. 16" Drive pins must be used in Florida. 5 Level home on concrete blocks or deluxe steel pier by Minute Man. 1 6 Install Longitudinal and Lateral Bracing in accordance with Systems Placement Plan and Detail Assembly Drawing. 7. Install vertical anchors 1, frame ties and stabilizers at each lateral arm system location.. Thank you for using Minute Man Products, Inc. If you have any questions, please call Toll Free at (800) 438-7277. MMAP007,2 R-4 MADE IN THE USA 305 West King St. East Flat Rock, North Carolina 28726 FLORIDA ZONE II AND III LONGITUDINALAND LATERAL BRACING SYSTEMS PLACEMENT For goof slopes up to 4/92 pitch Each system is required tp have a frame tie and stabilizer attached at each lateral arm stabilizing location. HOME DIJ ENSIONS REPRESENT BOX SIZE LEGEND f Longitudinal Longitudinal and Lateral E' Lateral Bracing Bracing Systelm Bracing System System SINGLE AND DOUBLE UP TO 48' LONG - 4 SY,' 52' INCLUDING HIT SINGLE AND DOUBLE WIDE 49'-76' LONG - 6 SYSTEMS 80' INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- FOR TRIPLE WIDE OR TAG UNITS- 8 SYSTEMS OVER 52' BOX/ 56' INCLUDING HITCH 6 SYSTEMS UP TO 52' BOX/ 56'INCLUDING HITCH FLORIDA ZONE I AND III LONGITUDINALAND LATERAL BRACNG SYSTEMS PLACEMENT For 5112 Roof Pitch Each system is required to ha a frame tie and stabilizer attached at each lateral arm stabilizing location. Systems must be as evenly spaced as possible. HOME DIMENSIONS REPRESENT BOX SIZE Longitudinal I Longitudinal and Lateral [:� Lateral Bracing Bracing System Bracing System System II'4I SINGLEAND DOUB�E WIDE UP TO 32' WIDE AND 52'LONG 6 SYSTEM 56' INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- 8 SYSTEMS OVER 52' BOX/ 56' INCLUDING HITCH SINGLE AND DOUBLE WIDE UP TO 32' WIDE AND 76' LONG 8 SYSTEMS 80' INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- 6 SYSTEMS- UP TO 52' BOX156'INCLUDING HITCH LONGITUDINAL BRACING SYSTEMS PLACEMENT FOR FLORIDA Jse minimum 650 DH anchors -naximums 5'-4' centers, Vertic :urnished by the home manufc Nhere designated on centerlir must be used in accordance ip to 5/12 pitch systems must Longitudinal Bracing System UP TO16'S idl 80 square Inch stabilizers with frames at ties must be used at all connection points rurer's instructions or in the case of used homes (SEE FLORIDA RULE 15C-1.) Marriagewall anchors h home manufacturers instructions, For roof slopes placed no more than 16' from end of home, WIDE UP TO 32' DOUBLE WIDE UP TO 52' TRIPLE WIDE 'DOUBLE WIDE WITH TAG See Longitudinal and Lateral Bracing System detail assembly drawing. LATERAL BRACE FLEX TUBES UPPER SECTION LONGITUDINAL BRACE FLEX Length Varies with Pier Height LATERAL BRACE DETAIL FOR SD3 PIER PAD CONCRETE FOR CONCRETE TOP VIEW SIDE VIEW LATERAL CLAMP ASSEMBLY x 2—j" GRADE 5 CARRIAGE BOLT, NUT AND WASHER 4 Y4"x%" SELF DRILLING SCREWS — 2—EAI SIDE INSTALL AFTER I HOME IS SET AND ALL OTHER BOLTS AREI TIGHT LATERAL TUBE CUP 1/2" HEAVY DUTY W/ 1 /2"x 1-1 /2" LOWER SECTION INSIDE HOME FRAME BEAM WASHER 1 Y4" 0 TUBE 50" FOR 99.5" MAX. SPAN 1 h* 0 TUBE 60" FOR 99.5" MAX. SPAN MAX 45' (ANGLES FOR BOTH LATERAL & LONGITUDINAL BRACE TUBE.) MIN 10° ANGLE DRIVE PINS MAY BE DRIVEN UP TO TEN DEGREES (10) OFF OF VERTICAL IF YOU CHOOSE TO DRIVE PINS t AFTER HOME IS SET, DO NOT COVER SLOTS IN PIER PAD. 9E BOLT ' 12" LONG PINS MAY BE USED IN CLASS III AND II SOILS. • 16" PINS ARE REQUIRED IN CLASS 4 SOILS. LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD OUTSIDE HOME BEAM MML.BC BEAM CLIP W/ 4 41"xt }1" CARRIAGE BOLTS Wx2—V NOTES CARRIAGE BOLT MAXIMUM PIER HEIGHT 48" t )¢" 0 LONGITUDINAL MAX. SIDEWALL HEIGHT 96" BRACE TUBE MAX. BEAM SPACING 99.5" 2- 39" FOR 12" TO 24" PIER 2— 44" FOR 12" TO 32" PIER MAX ROOF EAVES 16" 2— 53" FOR 12" TO 40" PIER 2— 65" FOR 12" TO 48" PIER NOTE: 1/2" BOLTS ARE GRADE 5 WHEN USING LONGITUDINAL BRACES, 7�"x2 Yt" CARRIAGE BOLT 2ND PIER IN FROM THE END OF THE HOME LM TTO MAKE ROOMFOR BRACE TUBES. I� SD3 PIER PAD LONGITUDINAL & LATERAL B ACING SYSTEM DETAIL ASSEMBLY DRAWING SEW1N NOME S1pE EAM C • ' LATERAL ADJUSTABLE `�, ' _ BRACE TUBE 0 8 H M OUISIpE R. Caildei;' E. • r _ S : RegisWrWrEngigeer �^, • • . ..G� �',:• - � r• �• BEAM CUP BLOCK OR ,� ,, I DELUX STEEL LONGITUDINAL PIER _,-LIP UP The Minute Man Anchors LLBS Bracing System was tested for Wind Zones I, II, & III Tested 10/10/01 Rev. 3/6/02 Rev. 7/14/04 Rev. 2/1 /10 Rev. 1/1/15 STEEL PIER PAD W/ ANGLE DRIVE PINS SD 3 /t DRIVE PIN 3,150 lb. WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES. ANCHOR STRAPS MAY BE INSTALLED WITH AN ANGLE AS LOW AS 45 DEGREES UP TO 90 DEGREES WHEN THEIR SOLE PURPOSE IS VERTICAL ANCHORAGE LLBS Longitudinal and Lateral Bracing System engineering certification for Wind Zones I, II & III, ground and concrete applications, ,,,11111M/,,, 1111/I// �1 WN HAy'oi� �.ONWEA[ to\v�onalF lanw/.UN9�lcaaanww- :`J�. .......... �.., r �0 1\p1cA TF � : V�.•"-"'•�/i%'y rmlmlia�ry im°.` �• ¢' , O( PAULW. \� How r aru. uev me W _ i 05082-CM? } G vlcsEs.�x. 'O 245 O , _ ! HAYMAN CENSED =,i E-39402-6 j¢: S PROFE9SbNALi PAUL1v.TUY N e y! �yl AP 1 ERS %illy r/.HA a tA ENGINEER WE mo0m<el90 1 �N yLV ,"I,;�11� /llll\ , OF NEgr?*•�yl �p!•*? PS NOF HAN,4.5•Y P3PAUL WPAULW. o 5 HAYMAN E-72791 - 18429 _ _ .`.. No. 26070 ��_ AY a: o. OFES i0 y Q F' �� S/ONAL?NGC P4 Hof MISS F55\ON4L Ep�i ESS�ONAL f�s�i oE�f ENE •,0c �•lp� Q�4 0�tsiFgP 2 QpQ �G\9Tpq� y�.�,." : y~'� J�.•yOr'w 9•„C . HAYMAN * Y P O C N O ry , p;�;'Y 81310PE P'. CJ:-V = •M � H 4 N\ O OREGON \r. W26W- VV1W11111 HAf�'I�/��O�dEALT//OP Fob, 2 _ h+' PAULW. % � e BTATk �f• _*1 HAYMAN i*' 9?. 2583 w� PAULW. HAnvw r L e N.4423 r ''h sS1ONAt£A ` "'/lIII11H1\II11\I!"``` + !l1111\ N , ,�NCAR0,� p y�€gffa ;,'ky'',, ` OF algji��' � ^Q ,'1 '• �•�gQtE SEAL PAULHAYMAN No. 116 4 INEt %90: R i4lismlf YnmiYpN I O Ww Wn Dv . Au= (91911:Y.30f pF VEA -` 3V V ApA / � J=VfU FE.RO g OF W /O ``VJO£pEW ='•CF,•Y1:14CV'h0 : P PAUL 41• a 4 P �e d•••. 4 �M1¢ / •p �r u 4/ s . C.M ��M1'�OAO� * WILLIAM �13 PAUL •Nip# rc .c tt �/e y y s HAYMAN s _ �9 HAYW. MAN m ENGINEER or N W No. 12513 �J`C Itl� •�O 4A74 4' fi \ 054 2 i9 </L, :- •'�'1�.SS,+CEN9.oO`A�.� TONAL£ . 1 0 ONTAryA '' a*°o9'-- Ms MURPHREE- _ S - .• NO. 15523 _ : Ez ROBERTS _ _ i 21775 c •e : _ J•. ROOT 2T:.a: 9 No. 20273 E +n la+nnol. 2128112 "I 111 )nRo14