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PLYVOOD FLOORING 2x4 BASEPLATE FLDDR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'xl/B'ZINC PLATED WASHER < N 3/4'PLVV000 FLOORING 1/2'%4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z -$ 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH M N WITH 1/2'x4'GALV LAG BOLT 2x4(6>PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND w THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0000 ANCHOR,THEN RIM JOIST 6 2. BUILDING ANCHORS INTO CONCRETE 1/2' • INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT 2'x2'xl/8'ZINC- 3 PLATED WASHER 3. ANCHORING CODE. LOCATE ANCHORS PER SYSTEM TO GROUND PER LOCAL GRADE n BUILDING o w 1/2'%4'GALV LAG BQUT SPACING REDUIREMENTS SHOWN WITHIN 4. ANCHORING SYSTEM TO CONCRETE SLAB PER o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER 00 REQUIREMENTS SAME 1/2'EYE AUGER ANCHOR VITH SPACING REQUIREMENTS SHOWN WITHIN c a AS ANCHOR SPACING z ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUIL➢ING TO REQUIREMENTS E 4'SINGLE HELIX 6 MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 30 EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS N ANCHORS ONLY ALONG LONG ANCHOR,THEN R]M JOIST 6 CENTER TO CENTER .< L SIDE OF BUILDING,END ANCHORS < WITHIN 2'OF EACH END,THEN INTO END OF FLOOR JOIST 7, BASE OF EACH PAD TO BE B'x16'x4' SOLID B'MAX ANCHOR SPACING. CONCRETE GRADE 8. HOLLOW OR BLOCK (CEMENT M SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m w s 1/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING SHED WITH ATTACHED SKIDS 4'SINGLE HELIX&MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E END VIEW EMBEDMENT OF 24'•LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B z ANCHORS ONLY ALONG LONG 160 M.P.H (3 SEC GUST) EXPOSURE C Iny� N iO z SIDE OF BUILDING.END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION o a SCALE-N.T.S. , WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF 6 wMM N„ ru 8'MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT N�N L IL MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE a o 12.MAXIMUM LENGTH OF FLOOR IS 50' LONG 2 vi viT oS 13. PIER SPACING REQUIREMENTS SAME AS j z n AUGER ANCHOR SPACING REQUIREMENTS C4 M z ANCHOR ATTACHMENT DETAIL o g SCALE,N.T.S. psi a �u FOUNDATION ANCHORING TIE DOWN SYSTEM CODE REVIEW c°o a 3 2x4 BASEPL (1)1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY PERMITTED n4sss asv.er 3/4'PLYWOO (1)2'x2'xl/B'ZINC PLATED WASHER alar�e1,rlo.;ca u 9 2x4(6)PT RIM JOIST 26 GAUGE G-90 GALV IS'LwmaMewer.PiWrE Om+ 1/2'WEDGE ANCHOR WITH STEEL ED B KET 3'MIN EMBEDMENT INTO U-SHAPED BRACKET Iccrrsw)4w 1/2'x 12'EYEBOLT ATTACHED TO EACH iL95MPi5,— SOLID CONCRETE SLAB STUD a FASTENED W/ uuccc�um4ss EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE ( (14)-D.089 1.25' Dew�aentmenpcer.wnorc merax,vE ROBIN BS5UI7TLDERS INC. "(D 1/2'x2'ZP BOLT,(2)2'x2'xl/8' 6 2x4 PT BOTTOM PLATE. RING SHANK xEALV NAILS ftpfp4)9)9,UPf99)9l) 5Iyp1I5,CA.T306i6 ZP WASHER,(1)1/2:ZP NUT SPACING OF ANCHORS TO (zuccc puoxma (912)526-3266 BE MA%3'ALONG ALL x4 BASEPLATE A-24 SIMPS01.1(or EQUAL) FOUR WALLS WITH I MIN 4' :;•'�•)"'''�:•;•T�:, AN CH UPLIFT T3WITH 1/2'WEDGE ANCHOR WITHIN 1'OF 2'x4'P.T.BASE L :••T::•:4:��•:••' EACH CORNER. LOCATE ANCHORS ONLY ALONG ONCRETE SLAB BY CONCRETE SLAB BY LONG SIDE OF BUILDING,END T /;y' J� F'•;C OTHERS LOCAL LODE ANCHORS WITHIN 2'OF EACH MIN 4' _ OTHERS LOCAL CODEv�J1. y AND JURISDICTION `•C: ':ry TIE DOWN DETAILS AND JURISDICTION END,THEN 3'MAX SPACING L +•''r• APPLY - No.63499 APPLY !/a/2 01 a... SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 0'.. MATE OF Fr ANCHORED TO CONCRETE ANCHORED TO CONCRETE ? /z➢��N B or B END VIEW END VIEW " AS NOTED SCALE-N.T.S. SCALE-N.T.S.APPROVAL 2018-01-15