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Home My WebLink AboutANCHORSi SG 6NNED BY R'�"Anchorsinc. Special State requirements Alabama - Maximum Pier Height 32". HUD Code Homes Only. Florida - See Florida zone II & III Instructions. Michigan - Foundationldepth must be 42" below grade as per Chapter 1805.2.1 2000 Michigan Building Code. Missouri - Anchors, stabilizer devices and frame ties with an allowable working load equal to or exceeding 3160 lbs. and are capable of withstanding a 50% overload (4725 Ibs total) are 'required within T of the 4 corners on all single wide homes, North Carolina - Req uires that the bottom of footings be placed 4" under the soil, or at the frost line. Minute Man Anchors LLBS System must be installed in complete accordance with Minute Man Anchors Installation instructions and the Home Manufacturer's Instructions. Minute Man Anchors LLBS System Is evaluated, tested and approved by a Professional Engineer. ' Minute Man Anchors LLBS System must be allowed by the authority having Jurisdiction. I Thank you for using Minute Man Products, Inc. If you have any questions, please call us at: (828) 692-0256 AfG49& �W"anchore, LIMITED WARRANTY Minute Man Anchors, Inc. warrants its product is free from defects in materials and Workmanship at the time of installation when properly installed in accordance with the Installation instructions. THE FOREGOING WARRANTY IS IN LIEU OF ANY OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED, WRITTEN OR ORAL, INCLUDING ANY WARRANT OF MERCHANTIABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY LIABILITY IS EXPRESSLY LIMITED TO AN AMOUNT EQUAL TO THE PURCHASE PRICE PAID, AND ALL CLAIMS FOR SPECIAL, INCIDENTAL AND CONSEQUENTIAL DAMAGES ARE HEREBY EXCLUDED. Minute Man does not assume any other liability or obligation in connection with the sale or use of this product. I 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 at no cost or refund the full amount of the purchase price, provided the defective product is returned to Minute Man with proof of purchase at the address set forth below. PRODUCT REPLACEMENT OR REFUND IS YOUR SOLE AND EXCLUSIVE REMEDY. This warranty extends only to the distributor and original installer of the product and does not cover a defect resulting from abuse, misuse, neglect, repairs, any use not in conformity with the printed instructions or installation by unauthorized personnel. This warranty gives you specific 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 this warranty, please contact our CUSTOMER SERVICE department (have model and type numbers available): CUSTOMER SERVICE f Toll 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 user. 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. i i22439 rs,:.0 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" l Refer to the Home Manlufacturer 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 maximum of 2'-0" in from each end of the home. Vertical ties must be used at all connection points fumished by the home manufacturer. Centerline anchors to be sized according to soil torque condition. Any manufacturers specifications for sidewall anchor loads in excess 6f4,000 Ibs require a 5' anchor. 1 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 arm stabilizing location. a Remove turfto expose firm 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 totally 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. 6 Level home on concrete blocks or deluxe steel pier by Minute Man. 6 Install Longitudinal and Lateral Bracing in accordance with Systems Placement Plan and Detail Assembly Drawing. 7. Install vertical anchors, 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 Roof slopes up to 4112 pitch Each system is required fo have a frame tie and stabilizer attached at each lateral arm stabilizing location. I HOME DIMENSIONS REPRESENT BOX SIZE LEGEND t Longitudinal Longitudinal and Lateral o- Lateral Bracing Bracing System Bracing System System o -p o SINGLE AND DOUBLE WIDE UP TO 48' LONG - 4 SYSTEMS 52' INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- 8 SYSTEMS OVER 52' BOX/56' INCLUDING HITCH SINGLE AND DOUBLE WIDE 49'-76' LONG - 6 SYSTEMS 80' INCLUDING HITCH FOR TRIPLE WIDE OR TAG UNITS- 6 SYSTEMS UP TO 52' BOX/ 561NCLUDING HITCH FLORIDA ZONE III'AND III LONGITUDINALAND LATERAL BRACING SYSTEMS PLACEMENT For 5112 Roof Pitch Each system is required to have 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 ; Longitudinal and Lateral E�' Lateral Bracing Bracing System Bracing System System ill � J SINGLE AND DOUBLE WIDE UP TO 32' WIDE AND 52'LONG 6 SYSTEMS 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- FOR TRIPLE WIDE OR TAG UNITS- 8 SYSTEMS OVER 52' BOX/ 56' INCLUDING HITCH 6 SYSTEMS- UP TO 52' BOX/56'INCLUDING HITCH LONGITUDINAL BRACING SYSTEMS PLACEMENT FOR FLORIDA Jse minimum 650 DH anchors a'nd180 square Inch stabilizers with frames at -naximums 5'-4' centers. Vertical ties must be used at all connection points :urnished by the home manufacturer's instructions or in the case of used homes Nhere designated on centerline. (SEE FLORIDA RULE 15C-1.) Marriagewali anchors -rust be used in accordance with home manufacturers instructions. For roof slopes ip to 5/12 pitch systems must be placed no more than 16' from end of home. Longitudinal Bracing System jI I 1 i i UP TO 16' SINGLE WIDE UP TO 32' DOUBLE WIDE UP TO 52' TRIPLE WIDE OR DOUBLE WIDE WITH TAG See Longitudinal and Lateral Bracing System detail assembly drawing. I LATERAL BRACE FLEX TUBES FOR CONCRETE I -------------------- =------------------------ -----, LIPPER SECTION ------------I-------------------------------------------- LOWER SECTION LONGITUDINAL BRACE FLEX TUBES FOR CONCRETE Length Varies with Pier Height LATERAL BRACE DETAIL FOR SD3 PIER PAD TOP VIEW m LATERAL CLAMP CLAMP ASSEMBLY J" x 2-4" GRADE 5 CARRIAGE BOLT, NUT AND WASHER—Z// 4 Y4"xY4" SELF DRILLING SCREWS — 2—EA. SIDE INSTALL AFTER HOME IS SET AND ALL OTHER BOLTS ARE TIGHT LATERAL TUBE INSIDE HOME FRAME BEAM WASHER 1 Y4" ItIl TUBE 60" FOR 99.5" MAX. SPAN 1 hs 0 TUBE 60" FOR 99.5" MAX. SPAN X2"x2 X1"—*T O MAXM CARRIAGE BOLAX 45' (ANGLES FOR BOTH LATERAL & LONGITUDINAL BRACE TUBE.) MIN 10.1 1/2" HEAVY DUTY WASHER W/ 1/2"x1-1/2" CARRIAGE BOLT 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. • 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 X2'x242" CARRIAGE BOLT 1 i¢" 0 LONGITUDINAL BRACE TUBE 2— 39" FOR 12" TO 24" PIER 2— 44' FOR 12' TO 32" PIER; 2— 53 FOR 12 TO 40 PIER 2— 65" FOR 12" TO 48" PIER 1J"4' CARRIAGE BOLT MMLBC BEAM CLIP KI E W/ 4 —J A CCARRIAGE BOLTS SD3 PIER PAD i 1 LONGITUDINAL & LATERAL BRACING SYSTEM DETAIL ASSEMBLY DRAWING o r c r>: .C,li. Cauae3;•P'.E. ' r S . Regi6tLrrrdrEngi4.eer 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 NOTES MAXIMUM PIER HEIGHT 48" MAX. SIDEWALL HEIGHT 96' MAX. BEAM SPACING 99.5" MAX ROOF EAVES 16" NOTE: 1/2" BOLTS ARE GRADE 5 WHEN USING LONGITUDINAL BRACES, 2ND PIER IN FROM THE END OF THE HOME MAY BE USED TO MAKE ROOM FOR BRACE TUBES. BEW— LITERAL ADJUSTABLE BRACE TUBE _ LONGITUDINAL/ BRACE TUBE STEEL PIER PAD BLOCK OR DELUX STEEL P Z -,-LIP UP W/ ANGLE DRIVE f PINS SD 3 DRIVE PIN /I 3,150lb. WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME TIES ARE REQUIRED ON 4 CORNERS OFALL 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. I LLBS Longitudinal and Lateral Bracing System engineering certification for Wind Zones I, II & III, ground and concrete applications, I a..gMrraewasn olo- ; JVWrIHAY4�,�4,. ONWE4/r Q`pgsslonal F4 t\S�ONS�r, r�.vAc.twn•c«••w• ^^`.�QP,.� u,W1,'y� �}I• b wi �lsvie na I O �r�'6 O y �.• �Q(! PAUL W. �¢� a Lbw i l7 4 U MSF•�lC "n 5 b 2d O g ( HAYMAN UCENSED PROFESSUNALI = r4uttY.lu C -�1 E-004026 jQ_ - Y -71 WFP 1 ERS ,�tu= a� vtPw t• ENGINEERI OarE rEO.BO..a9o'ONAL !! ,IZLIII ZONA U. 1ll llll S�oF NEEy y .1pZ£ OF.py�,, . J�,YJ•HA!%,y' J•�N NOFlIgS,p� .•'`N , P�FESSiO •••. ili''., r3 y : .tl Eki _ Q RY''•. PAUL W. a e*7" PAULW ••\,* 2�' 00 ry of AY M. ¢ _ HAYMAN _ E-72791 ',c i a 18429 _ W No. 26070 _ Otas Ol � W'NPJ SSlOH LE1fi� nll �`lltlN[W r�'i, OP M!s S10NAL fN g\ONAL fj/ ��\:11f�I�lL,y� ��•CC�:N: ilri'r FR• : 't0 806 p`a015TFHOi619TFH C/"fF r�.\Vh�o Yi:"N9rCTC+2 Y�1A+tWN 10. ; = * 81310PE ' ♦ i ,,.i�'�;� 13168 �Q••' 4. HUM NA O OR ON �1'�'•zev/' •f tc a`` l� �w.IHq 1 �OF KFk •CAR1�' lalur G apFtY71 oA •,SN O</I PtO OF Aj rb, TGC. �o`' yp :-OQ'�� 10•�y" ,� ��y'CPS 0 PAUL W. A : 4s a L PAUL W. #f HAYMAN :*; FAULW. HAY)IAN - 5EA HAYMAN E 4 STAlEaz 11 2563 i�W �•N•.M!IS A..• ?;f No. 11674 ' �IhDIAN4,/ 4. . L/ 0�2:.,•• P •••........ 1 ,, V�.. '"ilONAIO`�J ` W. 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