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PLYWOOB FLOORING 2x4 RASEPLATE FLOOR JOIST 2x4t6)PT RIM JOIST FLOOR MST GENERAL NOTES 2'x2'xl/8'ZINC PLATED WASHER 3/4'PLYWOOD FLOORING v2•X4'GALV LAG BOLT 1.BUILDING ANCHORS INTO EARTH SHALL BE 2xa HASEPLATE ANCHORS BY BYE TYPE 1/2'HEI E PRIDE OR EQUALLWITH E n ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT I3F 24'AND WITH i/ex4'GALV LAG BOLT 4t63 PT RIM JOIST AVERAGE WILDING POWER OF 4,0000 EYE OF ANCHOR. W7 R 131STL 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JUST 21.2'x1/8'ZINC- WEDGE ANCHORS WITH MIN 3'EMBEDMENT GRADE PLATED WASHER 3.ANCHORING SYSTEM TO GROUND PER LOCAL o BUILDING CODE.LOCATE ANCHORS PER t/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN 4,ANCHORING SYSTEM TO CONCRETE SLAB PER c PIER SPACING LOCAL BUILDING CODE.LOCATE ANCHORS PER REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN a AS ANCHOR SPACING � 112'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5.END PAD SPACING IS END OF BUILDING TO REQUIREF4ENTS = 4'SINGLE HELIX&Milt WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD n ENHEA NT OF 24'.FLI:ATE THROUGH VASTER,THEN EYE OF 6.PAD SPACING OTER THAN END PADS IS n AMCHRRS ONLY At.ON LO NG ANCHOR,THEN R/N JOIST L CENTER TO CENTER o. SIDE OF BUILDING END ANCHORS INTO END OF FLOOR JOIST a WITHIN 2'OF EACH END,THEN 7 CONCRE E BLOCK (CEMENT AND SAND MIX) e'MAX."SPACING. GRADE 8,HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS t I/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING SHED WITH ATTACHED SKIDS 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E END VIEW 4'SINGLE HELIX 6 MIN RISK CATEGORY I BUILDING EXPOSURE B EMBE T OF V.LOCATE L) 'u n z AN EM NLY ALONG LONG 160 M.P.H. t3 SEC GUST)EXPOSURE C SIDE OF BULLDING END ANCHORS 2017 FLORIDA BUILDING CODE 6#h EDITION SCALE,MY.& WITHIN 2'OF EACH END.THEN 10.MAXIMUM INTERIOR SIDEVALL HEIGHT OF ~�^•�'+ N 8'MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT a gal NIL 11.MAXIMUM WIDTH OF FLOOR IS 13'10'WI➢E q NON o 12.MAXIMUM LENGTH OF FLOOR IS 50'LONG y ui vi 1 13.PIER SPACING REQUIREMENTS SAME AS }� AUGER ANCHOR SPACING REQUIREMENTS ANCHOR ATTACHMENT DETAIL nn i O W SCALF,NT.S. FOUNDATION ANCHORING TIE DOWN SYSTEM CODE REVIlf w 2x4 DASEP SU 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY ^'�+•_�^°' ;< ",-�..^' cn z x2 xt/8'ZINC PLATED WASHER PERMITTED 3/4'PLYW® 26 EL 15 G-90 GALV itxvheh�n.ii<I.xt[LLt� .,.may 2x4t6)PT RIM J01S7 STEEL ED B x BRACKET t/2'WEDGE ANCHOR WITH U-SWIPED BRACKET 1(la101e4o 1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHED TO � EACH Miso .umm SOLID CONCRETE SLAB STUD 6 FASTENED V/ Ua gua Aw EYE BOLT ATTACHCB TO ANCHOR VITH THROUGH 2x4 WALLPLATE IN INC. G 2x4 PT MTM14 PLATE RING SHANK x 125' ExpxmvpObat+�:)xanxGfRwWf4 ��i A SY. to 3/21x21 ZP ffiLt,(2)2•x2'x!/8` RING SWANK GALV NAILS alcas�tucg+cnu YQ S. 436 SPACING➢F ANCHORS TO ZP VASTER,t13 1/2'ZP NUT BE 14AX 3'ALBNG ALL x4 BASEPLATE +�� 9f2 SZ6-3266 T 51: r5t.:,, A-24 S09UN for EQUAL) FOUR WALLS WITH 1 NW I' �'-.'•;y'> z AN WITHIN 1'OF 1111111/f L �; ".s..i; 870X UPLIFT WITH 1/2'WEDGE ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BASE ''(k1 CONCRETE SLAB BY LOCATE ANCHORS aNLY ALONG ----CONCRETE SLAB BY M LONG SIDE BF HU L,DING,END T 4-�. _ '-., DTNffRS LOCAL.CODE ANCHURS WITHIN 2'QF EACH MIN A' OTHERS LOCAL CODE AN➢JURI5DICTION END.THEN 3'MAX SPACING y - '" AND JURISDICTION �'C'; % TIE DOWN DETALS APPLY APPLY OIBf SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 6DTlE� ANCHORED TO CONCRETE ANCHORED TO CONCRETE %ass' °'" ' TCIE DAWN '- END VIEW END VIEW 111 +++` iz so t7 a of B AS NOTED SCALE,KtS. SCALE.NTJL PSI APPROVAL 20tB-0l-lS