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AUGER ANCHOR <br /> INSTALLATION INSTRUCTIONS: <br /> '1) DETERMINE THE UNITE NUMBER yj�s�'��1 W <br /> 2) DETERMINE THE NUMBER OF ANCHORS REQUIRED FROM TABLE BELOW. ADDITIONAL ANCHORS F i��;llQ Om <br /> MAY BE INSTALLED TO AVOID BLOCKING DOORS AND ACCESS ROUTES PROVIDING THE 1�C3 MAXIMUM ANCHOR SPACING SHOWN IN TABLE IS NOT EXCEEDING. la <br /> d 1 d <br /> Ua o 3) INSTALL ANCHORS IN ACCORDANCE WITH LAYOUT AND DETAILS ON THIS SHEET. \¢ 0�l�e� _ <br /> W SI fffC � � <br /> lI¢v e f4 <br /> TABLE 1: DESIGN MAX. MIN. #OF THE DOWNS <br /> WI 1�� �1p� <br /> ------- --------- --- --------- - ---- ND ANCHOR REQ'D PER SIDE OF UNIT ------ -O-t -- 1 !�'g - -- <br /> PRESS. O.C. 810-LO 820-L# 840-Li i 3 IIp��`�iii V <br /> 180 41.6 12'-0' 2 3 4 <br /> ��^ 2.5 KIPS <br /> .� PER SUPPORT z <br /> X of¢ (TYP.) 0 O Q <br /> QO~ Z J <br /> -Z z = LJ <br /> 00 <br /> I LL <br /> LL. <br /> 000 <br /> x _ <br /> Z c) U <br /> ci a 1) MINIMUM ANCHOR PER CORNER REQUIRED FOR ALL WIND LOADS. O o L Q <br /> X m o 2) PSF, BASED ON EXPOSE 'C-,HORIZONTAL I (.D <br /> ¢O Z p Z LLI <br /> w w 3) MILES PER HOUR, THREE (3) SECOND GUST. CV Ur <br /> .I a� n O <br /> 4) MAXIMUM 6'-0- SPACING O.C. SUPPORT IN OFFICE AREA. x O <br /> MAXIMUM 3'-6' SPACING O.C. SUPPORT IN STORAGE AREA. CD <br /> FOUNDATION PADS SHALL BE % THICK X 16' SO. PRESSURE W <br /> q�� TREATED PLYWOOD MINIMUM. - <br /> • A + B GROUND O O z <br /> �J MOUNT UNIT <br /> I U <br /> GROUND TIE-DOWN 00 <br /> CORNER <br /> STRAP C MOUNT UNIT D PLATE POST J <br /> OUTER m <br /> �' i• � U-SHAPED STRAP RAIL <br /> a r s< N DFU 5 5 10 <br /> SADDLE HEAD SADDLE <br /> HEAD <br /> TYPE II OR CORNER 5/16'- 1'-T020LO-11 <br /> TYPE III SOIL '..?z�.'���.>.� POST <br /> PSF <br /> BEARINGOPRESS.) 'F .- �O OUTER SHEET <br /> AUGER TYPE ANCHOR '' EARTH <br /> (MINUTEMAN MD 4430—DH RAIL <br /> N,' MMA-6 w/VERTICAL AUGER ? BOTTOM 4TIE—LDOWNMMI CORNER <br /> STABILIZER PLATE, OR EQUAL) CONNECTOR PLATE CONNECTOR 1 3 <br /> A FRONT VIEW B SIDE VIEW C PLATE DETAIL D PLATE DETAIL tow OFFICE i4 <br />