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PLYWOOD FLOORING— �r-2x4 BASEPLATE FLOOR JOIST GENERAL NOTES <br /> FLOOR JOIST— 1 /f--2x4<6) PT RIM JOIST — <br /> ,.--2'r.2'x1/6' ZINC PLATED WASHER / I m r <br /> / l-3/4' PLYWOOD FLOORING Cy <br /> f/ .---1/2 X4' GALV LAG BOLT / 1. BUILDING pIJCHORS INTO EARTH SHALL BE o <br /> i ^.C� 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE <br /> ANCHORS BY HOME PRIDE OR EQUAL WITH I tn0 <br /> -4ANCHOR ATTACHED TO BUILDING / `N <br /> WITH 1/2'x4' GALV LAG BOLT // ' 2x4t67 PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND N <br /> THROUGH WASHER THEN EYE OF , AVERAGE HOLDING POWER OF 4,00041 <br /> ANCHOR, THEN 01 JOIST & 2. BUILDING ANCHORS INTO CONCRETE 1/2' <br /> WEDGE ANCHORS WITH MIN 3' EMBEDMENT .4 <br /> INTO E14D OF FLOOR JOIST 2'x2'xi/B' ZINC- o <br /> -- —•-----GRADE �� �� PLATED WASHER 3. ANCHORING DF_ L`T T GROUND PEP. LOCAL ¢ <br /> LLL(� BUILDING CODE. LOCATE ANCHORS PER o <br /> ° —1/P.'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWI4 WITHIN ~ -lC,; <br /> 4. ANCHORING SYSTEM TO CONCRETE SLAB PER w ccr- <br /> PIER SPACING I LOCAL BUILDING CODE LOCATE ANCHORS PER o 0 <br /> REQUIRErtErJ7S SAM SPACING REQUIREMENTS SHOWN WITHIN <br /> AS ANCHOR SPACING lit' EYE AUGER ANCHOR WITH ANCHOR. ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO <br /> PEGUIP.EMENTS z• 4' SINGLE HELIX &MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAL <br /> EMBEDMENT OF 24'.LOCATE THROUGH WASHER THEN EYE OF � 3:� <br /> �r ANCHORS ONLY ALONG LING G. PAD SPACING OTHER THAN END PADS IS <br /> i ANCHOR, THEN RIFT JOIST & CENTER TO CENTER E IL_j iL <br /> SIDE OF BUILDING. END ANCHORS INTO END OF FLOOP JOIST a¢a <br /> WITHIN 2' OF EACIJ END, THEN 7, BASE OF EACH FAD T❑ HE 8'x16'i4' -SOLID <br /> a' MAX ANCHOR SPACING. CONCRETE BLOCK (CEMENT AND SAND MIX) <br /> J— —GRADE B. HOLLOW OR SOLID CONCRETE BLOCKS MAY t <br /> —r BE DRY-STACKED ON PADS FOR HIGH SETS <br /> UP TO 48' WITHOUT REINFOP,CING > <br /> SHED WITH ATTACHED :�-KIDS I 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR IS BASED ON ASCE 7-10 U E <br /> 4' SINGLE HELIX & MIN. RISK CATEGORY 1 BUILDING EXPOSURE B <br /> ENDVIEW EMBEDMENT OF 24'. LOCATE e V lz,o C 0 <br /> ANCHORS ONLY ALONG LONG 160 M.P.H. <3 SEC GUST,, EXPOSURE C ` Nv� h w <br /> SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION <br /> SCALE: N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALI- HEIGHT OF pj iw—M i•7 to.. <br /> N B' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT I>y r¢ w � <br /> if <br /> U. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE A N0C4 a. 00 <br /> 12. MAXIMUM LENGTH OF FLOOR. IS 50' LONG �;vi I <br /> 13. PIER SPACING REQUIREMENTS SAME AS ti z !, <br /> AUGER ANCHOR SPACING REQUIREMENTS ,No w <br /> ANCHOR ATTACHMENT DETAIL <br /> n r0}0 U0 <br /> tnterteK o a w <br /> > <br /> SCALE- N.T,S, a v~I p 0 <br /> z U-'Z <br /> PUUPIDATIUIJ ANCHORING 1"!E DOWN aY I FA-1 0 o 43 <br /> 2x4 BASEPLATE•\ —n) 1/2' ZINC PLATED NUT TO BE SI IE DESIGNED AND LOCALLY <br /> — <br /> 3r'4' PLYWOOD--•��� i —C17 2'x2'xl/E' ZINC PLATED WASHER PERMITTED <br /> 26 GAUGE G-90 GALV <br /> 2x4<67 PT RIM JOIST STEEL L5i x La'L Pions Ucv,Ovc,:Ri hard Did <br /> i!2' WEDGE ANCHOR. WITH U-SHAPED BRACKET ICCUS107SO <br /> 1/2' x I2' EYEBOLT 3' MIN EMBEDMENT INT❑ ATTACHED TO EACH F105MP45,SMi•76 ^^"^�•.-• <br /> SOLID CONCRETE SLAB IUD $ FASTENED W/ LSUCCCAOW416 <br /> �- THROUGH 2x4 WALLPLATE (t4i- 0.06? x 1.2� oc n ¢ R BIN BUILDER" INC. <br /> EYE BOLT ATTACHED'r0 ANCHOR WITH Pa meet Mono n:vinor C[Armin,PE T <br /> Cl) L'2'x2' ZP HILT, <2) 2'x2'x1lB° & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS FLPE082339,1AFE042017 5 2 S, S ATE 5'T. <br /> ZP WASHER, (1) 1/2' ZP NUT SPACING OF ANCHORS TO ol1d�(s, GA. 30436 <br /> BE MAX o ALONG ALL 2x4 BASEPLATE Lsucccnuoms 912) 526-3266 <br /> `—_rr24 SIMPSON (or EQUAL' FOUR WALLS WITH 1 <br /> MIN 4' •.:"-1'�" r•� `: 870$ UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN I' OF %0jitfiji"t <br /> ANCHOR MIN 3' EMBEDMENT. EACH CORNER. 2'x4' P.T. BASE LOCATE ANCHORS ONLY AL014G . <br /> 'OPIL'RETE SLAB BY .;a••• 1 <br /> COt•1CRE7E SLAH EY LONG SOLE OF BUILDING, END T LOCAL CODE /t ucrlrsE-•• !' <br /> OTIJERS I_UCAL CODE ANCFIORS WITHIN 2'OF EACH MW 4' +:�:=��.; AND JURISDICTION ti-:'�' '•"�'= TIE DOWN DETAILS <br /> AND JURI DICTION END, THEN 3' MAX SPACING J APPLY _ No 53439 <br /> 1 APPLY — •` 'T.... , <br /> SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR <br /> ANCHORED TO CONCRETE ' � .FCaR1oP:, C;: "PIE DOWN <br /> _`--_-Ef'JD VIEW ANCHORED T❑ CONCRETE E ..'ti•�••••• <br /> 7,� sBSFr'C� xl�` 12/20�17 8 of 8 <br /> END VIEW ���rhiiJTil,l ._•��.. ;:..._ <br /> AS NOTED <br /> i SCALE: N.T:;. SCALE: N'r.S. ' <br /> P51 i�PFH+aVAL'?iJ 16-�Ji=Ili <br />