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HomeMy WebLinkAboutENGINEERING APPROVALRECEIVED 02/17/2021 05:04PM ,To:17725891500 Pane: 02 of 11 2021-02-17 20:59:25 GMT 18886089653 --LI:IIJFl EN, -.TEER--ING, LL `.E-MO-IN t .57 RECEIVED 2.6Q.1 M. r.-.$-fbn.e R-ba.d; B014ing FEB 16 ZOZZ st, I �usje 2ounty @pNINIQ Vol n*' -96- Ap W-A" Denr.'Mr, qcftbajIL- From: Wevne Harflev P R'eguIa'fl6n;fh f p a r i 6 PT-;c . ti... .. thT, 00 2-017"No Floyd 0 ! a -p TOOO tN5ww .Ie: .. -2,044_06.1FA All rnlqn'cjqtpr' .-C iymqjt�.-h -��qt�f - -,d nd., on.s ' -q poi- Jy a ity pV... te. n pj q(O �proveclt f6r c. 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Lid °'w 03 r co N w O `- N ti N O W ::>5 W CD W N OJ- pj LO Cl N t- N O N O N O ID a co a 0 6 LO m co Ln • N r f` O PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST 2'x2'xl/8' ZINC PLATED WASHER 1/2'X4' GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BOLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST GRADE PIER SPACING -� REQUIREMENTS SAME z 1/2' EYE AUGER ANCHOR WITH AS ANCHOR SPACING 4' SINGLE HELIX & MIN. REQUIREMENTS EMBEDMENT OF 24'. LOCATE N ANCHORS ONLY ALONG LONG _1__ SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING. SHED WITH ATTACHED SKIDS END VIEW SCALE, N.T.S. JOIST PLYWOOD FLOORING 2x4 BASEPLATE PT RIM JOIST / 2'x2'xl/8' ZINC - PLATED WASHER 1/2'X4' GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BOLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST 1/2' EYE AUGER ANCHOR WITH 4' SINGLE HELIX & MIN. EMBEDMENT OF 24& LOCATE z ANCHORS ONLY ALONG LONG i SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN a 8' MAX ANCHOR SPACING. ANCHOR ATTACHMENT DETAIL 2x4 BASEPL � (1) 1/2' ZINC PLATED NUT 3/4' PLYWOOD (1) 2'x2'xl/B' ZINC PLATED WASHER 2x4(6) PT RIM JOIST 1/2' x 12' EYEBOLT EYE BOLT ATTACHED TO ANCHOR WITH (1) 1/2'x2' ZP BOLT, (2) 2'x2'x1/8' ZP WASHER, (1) 1/2' ZP NUT T ";""' •"'+•�•�� MIN 4' A-24 SIMPSON (or EQUAL) 870# UPLIFT WITH 1/2' WEDGE J- ANCHOR MIN 3' EMBEDMENT. LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY LONG SIDE OF BUILDING, END OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH AND JURISDICTION END, THEN 3' MAX SPACING APPLY SHED WITH ATTACHED SKIDS ANCHORED TO CONCRETE END VIEW SCALE; N.T.S. SCALE; N.T.S. GENERAL NOTES 1. BUILDING ANCHORS INTO EARTH SHALL BE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHORS BY HOME PRIDE OR EQUAL WITH MINIMUM EMBEDMENT OF 24' AND AVERAGE HOLDING POWER OF 4,00011 2. BUILDING ANCHORS INTO CONCRETE 1/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT 3. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE, LOCATE ANCHORS PER SPACING REQUIREMENTS SHOWN WITHIN 4. ANCHORING SYSTEM TO CONCRETE SLAB PER LOCAL BUILDING CODE. LOCATE ANCHORS PER SPACING REQUIREMENTS SHOWN WITHIN 5. END PAD SPACING IS END OF BUILDING TO CENTER OF END PAD 6. PAD SPACING OTHER THAN END PADS IS CENTER TO CENTER 7. BASE OF EACH PAD TO BE 8'xl6'x4' SOLID CONCRETE BLOCK (CEMENT AND SAND MIX) G. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY -STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING 9. ANCHOR SPACING IS BASED ON ASCE 7-16 RISK CATEGORY 1 BUILDING EXPOSURE B 160 M.P.H. (3 SEC GUST) 2020 FLORIDA BUILDING CODE 7th EDITION 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF BUILDING IS 8'0' INSIDE WALL HEIGHT 1I, MAXIMUM WIDTH OF FLOOR IS 13'10 WIDE 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG 13. PIER SPACING REQUIREMENTS SAME AS AUGER ANCHOR SPACING REQUIREMENTS 26 GAUGE G-90 GALV 1/2' WEDGE ANCHOR WITH STEEL ED B x BRACKET U-SHAPED BRACKET 3' MIN EMBEDMENT INTO ATTACHED TO EACH SOLID CONCRETE SLAB STUD & FASTENED W/ THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' & 2x4 PT BOTTOM PLATE, RING SHANK GALV NAILS SPACING OF ANCHORS TO BE MAX 3' ALONG ALL 2x4 BASEPLATE FOUR WALLS WITH 1 ANCHOR WITHIN 1' OF EACH CORNER. 2'x4' P.T. BASE T CONCRETE SLAB BY _..., MIN OTHERS LOCAL CODE `','*,* % :• AND JURISDICTION APPLY SHED WITH❑UT FLOOR ANCHORED TO CONCRETE END VIEW SCALE: N.T.S. Digitally signed by ?ET E 0 Kenneth E �Vogan . ra vuv ='�, ... Date: ?. G2021.07.21 !SS/ONAI Ea`` 22:25:55 -04'00' Q Z N �o N N N M J N J 3 � a 0 W ma o0 0 � O J Q�Z 30 ir� is CL o m o En H U y M t0 vm WO N Q rMM -Q I N m HC7'0 w o 0 OW `G N N Z I- O C, NJ F}DUO U U J W V)D0O uoa3 rw. e.v�sm/mm om, ROSIN BUILDERS YO S. GA. 30436 912 526-3266 -------------- TIE DOWN DETAILS EYE ANCHOR SYSTEM '"TIE DOWN " 1 Of 1 12/13/2020 AS NOTED