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PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'xl/8' ZINC PLATED WASHER a En n 3/4' PLYWOOD FLOORING N 1/2'X4' GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE Z "o 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH y a WITH 1/2'x4' GALV LAG BOLT 2x4(6> PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND THROUGH WASHER, TH04 EN EYE OF AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST ti 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT 2'x2'xl/8' ZINC- c PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL a GRADE 0 n BUILDING CODE. LOCATE ANCHORS PER O 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN X -'W 4. ANCHORING SYSTEM TO CONCRETE SLAB PER o PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER o REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN t-o'�a AS ANCHOR SPACING ? 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a z REQUIREMENTS E 4' SINGLE HELIX 4 MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD 3 O EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF z O v ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST 6 6, PAD SPACING OTHER THAN END PADS IS cu CENTER TO CENTER CL SIDE OF BUILDING. END ANCHORS INTO END OF FLOOR JOIST C6 a a a WITHIN 2' OF EACH END, THEN 7, BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8' MAX ANCHOR SPACING. CONCRETE BLOCK L+ GRADE 8. HOLLOW OR SO ID(CEMENT CONC CONCRETE BLOCKS MIX) MAY BE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING >E'' SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 a E 4' SINGLE HELIX 2 8 MIN. RISK CATEGORY 1 BUILDING EXPOSURE B K G END VIEW EMBEDMENT OF ALONG LOCATE U (n W) 0 z ANCHORS ONLY ALONG LONG 160 M.P.H. <3 SEC GUST) EXPOSURE C Z yM10 E- � s SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION W O N y SCALEI N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF Vj aMM to v 6' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT C r-a to11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE W yoN aW IX a 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y yh I NOT APPROVED FOR HVHZ L T 13. PIER SPACING REQUIREMENTS SAME AS z a AUGER ANCHOR SPACING REQUIREMENTS N o}a, o„ ANCHOR ATTACHMENT DETAIL � �J :)z ti J o �a SCALE, N.T.S. O p o STRUCTURAL ENGINEEILS L)0 a 3 2x4 BASEPL (1) 1/2' ZINC PLATED NUT 3/4' PLYWOOD (I) 2'x2'xl/B' ZINC PLATED WASHER 26 GAUGE G-90 GALV 2x4(6) PT RIM JOIST STEEL I.5'W x 18'L 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH SOLID CONCRETE SLAB STUD 6 FASTENED W/ EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' 14S21Ng B5UI7ATgRSSS INC. (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/B' SPACING OF OANCHORS TO RING SHANK GALV NAILS yy0 5, Gh 30436 ZP WASHER, (1) 1/2' ZP NUT BE MAX 3' ALONG ALL x4 BASEPLATE �B12) 526-3266 T421�LANCHOR A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 MIN 4' ANCHOR WITHIN 1' OF 870# UPLIFT WITH 1/2' WEDGECHOR MIN 3' EMBEDMENT, EACH CORNER, 2'x4' P.T. BASE CONCRETE SLAB BY LOCATE ANCHORS ONLY ALONG LONG SIDE OF BUILDING, END T CONCRETE SLAB BY OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' OTHERS LOCAL CODE AND JURISDICTION END, THEN 3' MAX SPACING L "':'' AND JURISDICTION TIE DOWN DETAILS APPLY APPLY SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR IE ANCHORED TO CONCRETE ANCHORED T❑ T2/zo17 a o1 B C❑NCRETE DOWN END VIEW END VIEW z AS NOTED SCALE, N.T.S. SCALEI N.T.S.