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PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL N❑T E S 2'x2'xl/8'ZINC PLATED WASHER 3/4'PLYWOOD FLOORING < n 1/2•xa•GALV LAG BOLT 2x4 BUILDING ANCHORS INTO EARTH SHALL HE z N 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH h N WITH 1/2'x4'GALV LAG BOLT MINIMUM EMBEDMENT OF 24' AND THROUGH WASHER;THEN EYE OF 2x4(6)PT RIM JOIST AVERAGE HOLDING POWER OF 4,0004 ANCHOR,THEN RIM JOIST a 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT- 2'x2'x1/8'ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL ; o GRADE - O PLATED W'�SHER BUILDING CODE. LOCATE ANCHORS PER o -- 1/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN.WITHIN W w" 4. ANCHORING SYSTEM TO CONCRETE SLAB PER o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER z p REDUIREMENT.SAME SPACING REQUIREMENTS SHOWN WITHIN AS ANCHOR SPACING 1/2'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO Q z j REDUIREMENTS s 4'SINGLE HELIX 6 MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 3 EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF s o N ANCHORS ONLY ALONG LONG 6. PAD SPACING THAN END PADS IS a SIDE OF BUILDING.END ANCHORS ANCHOR,THEN RIM JOIST 4 CENTER TO CENTER g INTO END OF FLOOR JOIST a a R WITHIN 2'OF EACH END,THEN 7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8'MAX ANCHOR SPACING. GRADE CONCRETE BLOCK (CEMENT AND SAND MIX). 8.HOLLOW OR SOLID CONCRETE BLOCKS MAY _ BE DRY-STACKED DN.PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING >w L SHED WITH ATTACHED SKIDS 1/2'EYE AUGER ANCHOR N. 9, ANCHOR SPACING IS BASED ON ASCE 7-10 a E 4'SINGLE HELIX 6 MIN. END VIEW EMBEDMENT OF 24,LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B G o 0 ANCHORS ONLY ALONG LONG .160 M.P.H. (3 SEC GUST) EXPOSURE C s` SIDE OF BUILDING.END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION SCALE-N.T.S. WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF N 8'MAX ANCHOR SPACING. BUILDING IS B'O' INSIDE WALL HEIGHT L 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE C ^o > o 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y Nvi 1 13. PIER SPACING REQUIREMENTS SAME AS ^p Nzo r' z 4�: AUGER ANCHOR SPACING REQUIREMENTS '4 Z N� V(z _ANCHOR ATTACHMENT .DETAIL _ 5a . ." SCALES N.T.S. psi C Z V 3o n FOUNDATION ANCHORING TIE DOWN SYSTEM CODEREVIEW (o)o a 3 2x4 BASEPL (U 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY an a n n(sdme n�mr PERMITTED """ 3/4'PLYWOO (1)2'x2'x1/8'ZINC PLATED WASHER 1]4dee,e ddl 26 GAUGE 5-90 GALV ormneo,rwrrea 32939 2x4(6)PT RIM JOIST STEEL 1.5'V 18'L Pmm nerkuer.Wwre 1/2'WEDGE ANCHOR WITH U-SHAPED BRACKET itt Es10)aa0 1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHE➢.TO EACH FL.W-,sl. SOLID CONCRETE SLAB STUD 6 FASTENED W/ isuttE.—M ti EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 VALLPLATE (14)-0.089 x 1.25' oepamnemrnanagrr.YumrC.nnjE ROBIN BUILDERS INC.. `(1)1/2'x2'ZP BOLT,(2)2'x2'xl%B'-. 4 2x4 PT BG-TOM PLATE. RING SHANK GALV NAILS- 55®S.STATE$Y R VEe833)9,UiEE@01) U a .ZP WASHER,(I7 1/2'ZP NUT SPACING OF ANCHORS TO BE MAX L ALONG ALL 2x4 BASEPLATE Lsu(aouoxnlE (912)SD6-3266 T """"'-+?,•= A-24 SIMPSON Cor EQUAL) FOUR WALLS WITH 1 _ MIN 4' ''�'i'/' ANCHOR WITHIN Y OF 111111••`;r: .•=''c'^" ANC UPLIFT 'EMBEDMENT. EDM WEDGE ' ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BASE `�� •(I{E '� CONCRETE SLAB BY LOCATSIDECH 13F RS ONLY LD NGA ALONG T ONCRETE SLAB BY .�'••••'••'�0 G� OTHERS LOCAL LODE V � +�OTHERS LOCAL CODE ANCHORS WITHIN 2'OF EACH MIN 4' - AND JURISDICTION END,THEN 3'MAX SPACING y AND JURISDICTION 63�8 9 TIE DOWN DETAILS APPLY APPLY ={Y: SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR +/�P/Qoss;� = = 1`'•. �O•., ER111E OF i2� "'71E DOWN ANCHORED TO C-ONCRETE - a'? ' 6�• END VIEW ANCHORED T❑ C❑NCRETE �s'' END VIEW ''��''s 1.�` iz zo 17 sot s 111 AS NOTED SCALE-N.T.S. PSI APPROVAL 2018-01-15 SCALE.N.T.S.