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Y PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6> PT RIM JOIST FLOOR JOIST GENERAL NOTES 21x2'x1/8' ZINC PLATED WASHER a N 3/4' PLYWOOD FLOORING N 1/2'%4' GALV LAG BOLT 1, BUILDING ANCHORS INTO EARTH SHALL BE 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE 0 ANCHORS BY HOME PRIDE OR EQUAL WITH En ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24' AND WITH 1/2'x4' GALV LAG BOLT 2x4(6) PT RIM JOIST AVERAGE HOLDING POWER OF 4 000N THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST 6 2, BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST 2'x2'xl/B' ZINC- WEDGE ANCHORS WITH MIN 3' EMBEDMENT PLATED WASHER 3, ANCHORING SYSTEM TO GROUND PER LOCAL a GRADE BUILDING CODE, LOCATE ANCHORS PER o•, 1/2'%4• GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN '•+ 4, ANCHORING SYSTEM TO CONCRETE SLAB PER o c PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER z o REQUIREMENTS 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 > REQUIREMENTS = 4' SINGLE HELIX R MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD 3 0 EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF 6, PAD SPACING OTHER THAN END PADS IS 0 a 'a ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST 4 o. L SIDE OF BUILDING, END ANCHORS CENTER TO CENTER a a WITHIN 2' OF EACH END, THEN INTO END OF FLOOR JOIST 7, BASE OF EACH PAD TO BE 8•x16'x4' SOLID 8' MAX ANCHOR SPACING, CONCRETE GRADE 8, HOLLOW OR BLOCK (CEMENT O ID CONC ETE B M BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m L SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING >9, ANCHOR SPACING IS BASED ON ASCE 7-10 O E 4' SINGLE HELIX 2 S MIN. RISK CATEGORY 1 BUILDING EXPOSURE B END VIEW EMBEDMENT OF 24' LOCATE G f m ANCHORS ONLY ALONG LONG 160 M,P,H, (3 SEC GUST) EXPOSURE C N!3. 'o SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION ~ W o SCALE- N.T.S. WITHIN 2' OF EACH END, THEN 10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF ' aM M N a e' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT a. �a 10 Wo 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE P4 NON a 0 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG N�j NOT APPROVED,FOR HVHZ 13. PIER SPACING REQUIREMENTS SAME AS 5 zN 4 ao� z AUGER ANCHOR SPACING REQUIREMENTS ci .0 J m o• o ANCHOR ATTACHMENT DETAIL 0 SCALE, N.T.S. z O JoJ 0 T ALL`` T N G INTTV LLC O a"U LME i C.)OJ= 2x4 BASEPL (1) 1/2' ZINC PLATED NUT William E.Neary,III 3/4' PLYWOOD (1) 2'x2'xl/8' ZINC PLATED WASHER SMP-51,SMI-79,ICC 5185040 26 GAUGE G-90 GALV 10649 Cakview Pointe Terrace 2x4(6> PT RIM JOIST STEEL L . x IB'L Gotha,Florida 34734 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH SOLID CONCRETE SLAB STUD 4 FASTENED W/ EYE BOLT ATTACHED TO ANCHOR WITH 6H2�4GPT2HOTTOM PPLATE RING SHANK GALV NAILS �J,S�!R�s'}INC. (1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8' 7$J� 07$8 ZP WASHER, CI) 1/2' ZP NUT SPACING OF ANCHORS T0� T •n•r w�. BE MAX 3' ALONG ALL x4 BASEPLATE i., si,•;�,'!S:"'t'N•: A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 MIN 4' ;4:!3 '? tt;!( 8700 UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1' OF ,111111111!!! 1 � ANCHOR MIN 3' EMBEDMENT. EACH CORNER, 2'x4'P.T. BASE ,LOCATE ANCHORS ANCHORS ONLY ALONG �� ,•'. O �i� CONCRETE SLAB BY LONG SIDE OF BUILDING, END T •i�Y„�;•.I: ONCRETE SLAB BY �yl{�••.•• OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' OTHERS LOCAL CODE AND JURISDICTION END, THEN 3' MAX SPACING .J_. "%''<'' :i. AND JURISDICTION *:/• Na894�Y ••::*� TIE DOWN DETAILS APPLY APPLY 4/4E/2 Of 8 SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR = `,• MIMOF "'jIE DOWN ANCHORED TO CONCRETE ANCHORED TO CONCRETE END VIEW END VIEW 11' +; �` ^� �'2 20 17 a o� e Ooo AS NOTED SCALD N.T.S. SCALE- N.T.S. 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.'NOT HVHZ APPROVED