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PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JO1ST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'x1/8' ZINC PLATED WASHER 4 N r- 3/4' PLYWOOD FLOORING c! i/2'X4' GALV LAG BOLT t BUILDING ANCHORS INT❑ EARTH SHALL BE z -' 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH n N WITH 1/2'x4' GALV LAG BOLT 2x4<6) PT RIM JOIST MINIMUM EMBEDMENT OF 24° AND w N THROUGH WASHER, THEN EYE OF AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST & 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT a 2'x2'xl/B' ZINC- GRADE O PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL a v BUILDING CODE, LOCATE ANCHORS PER 0 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN x w 4. ANCHORING SYSTEM TO CONCRETE SLAB PER ' o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER u 0 REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN z A5 ANCHOR SPACING a 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING S. END PAD SPACING IS END OF BUILDING TO c z > REQUIREMENTS M 4' SINGLE HELIX & MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD x3 EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w z o a v ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST & or L SIDE OF BUILDING. END ANCHORS CENTER 70 CENTER � a d INTO END OF FLOOR JOIST 7. (CEMENTCONCRETE BLOCK WITHIN 2' OF EACH END, THEN BASE OF EACH PAD TQ HE 8°x1 SOLID SAND M 8' MAX ANCHOR SPACING. GRADE 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m UP TO 48' WITHOUT REINFORCING > ' SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 ¢ E 4' SINGLE HELIX & MIN. at END VIEW RISK CATEGORY 1 BUILDING EXPOSURE B EMBEDMENT ❑F 24'. LOCATE U to O o z ANCHORS ONLY ALONG LONG 160 M.P.H. C3 SEC GUST? EXPOSURE C ciM F- E SIDE OF BUILDING, END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION W o c`Ov (A SCALE1 N.T.S. c WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF o n, 8 MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT W NON o 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE vi 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y 13, PIER SPACING REQUIREMENTS SAME AS S tyo z '�5' AUGER ANCHOR SPACING REQUIREMENTS u) o ,• N ANCHOR ATTACHMENT DETAIL vltertek. o Fz SCALE- N.T,S. a ,n o 00 0 z u) z FOUNDATION ANCHORING TIE DOWN SYSTEM 0)o a c 3 2x4 BASEPL (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4' PLYWgq <S> 2'x2'xl/8' ZINC PLATED WASHER PERMITTED 26 GAUGE G-90 GALV 2x4C6) PT RIM JOIST 1/2' WEDGE ANCHOR WITH STEEL 1.5°W x 18'L Plans Reviewer:Richard Olds 3' MIN EMBEDMENT INTO U-SHAPED BRACKET ICC4510784D 1/2' x 12' EYEBOLT SOLID CONCRETE SLAB ATTACHED TO EACH FL45MP.45,SMia6 THROUGH 2x4 WALLPLATE STUD O. FASTENED Wf De a meat Mt6 ROSIN BUILDERS INC. EYE BOLT ATTACHED TO ANCHOR WITH (34)- 0.089 x 1.25' oepanmani Manager:victor e.Martto,pE & 2x4 PT BOTTOM PLATE, 552.5. STATE SY. C1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8° SPACING OF ANCHORS Tq RING SHANK GALV NAILS FL PE YO S, GA. 30436 ZP WASHER, (S) 1/2' ZP NUT BE MAX 3' ALONG ALL lSUCCC OU02436 R 2� 526-3266 ...;,�. A-24 SIMPSON <or EQUAL) FOUR WALLS WITH 1 2x4 BASEPLATE MIN 4' w4'...:'�yt:ii,1`<!a'l•c`:E 870# UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1` OF tttnti,,7ry� �-- `''r`'"•''` ANCHOR MIN 3' EMBEDMENT. EACH CORNER. 2'x4' P.T, BASE t. 'd;FB /'�� LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY �� `°r '•••x✓ ��i .... CONCRETE SLAB BY LONG SIDE OF BUILDING, END OTHERS LOCAL CODE � •• V6EN8�c•.,� OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' AND JURISDICTION •=� �� AND JURISDICTION END, THEN 3' MAX SPACING L TIE DOWN DETAILS APPLY APPLY 77; No.53439 21 SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR w� STAMP 0"',��'•. srAMATeoF "'71E DOWN ANCHORED TO CONCRETE ANCHORED TO CONCRETE ,; ''� '............ 2/20/17 f,�� END VIEW END VIEW �'y�-� ,,, ``�� ?AS NO a or a NOTED SCALE: N.T.S. C� PSI APPROVAL 201$-01-95 SCALE N.T.S.