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PLYWOOD FLOORING- 1-2x4 BASEFLATE TS
<br /> FLOOR JOJS7_1 ,,-2X4(6) PT RIM JOIST -----FLOOR JOIST GENERAL NDI
<br /> ZINC Pi�TCD WA-.HER
<br /> PLYWOOD FLOORING Ln
<br /> —1/;!'X4' GALV LAG BOLT 2
<br /> 1. BUILDING ANCHORS INTO EARTH SHALL BE
<br /> 'x4 BASEPLATE MOBILE HOME TYPE 112' SINGLE HELIX EYE
<br /> ANCHORS' BY HOME PRIDE OR EQUAL. WITH
<br /> ANCHOR ATTACHED TO BUILDING
<br /> C CN
<br /> L 'DII FLOO
<br /> RING-
<br /> FLOOR F
<br /> WITH I/[X4- GALV LAG BOLT MINIMUM EMBEDMENI OF 24' AND
<br /> AVERAGE HOLDING POWER OF 4,00011 N
<br /> THPOUGH WASHER, THEN EYE OF 2x4�6) PI RIM JOIST
<br /> -T ANCHOR, THEN P114 JOIST 2, BUILDING AN(HDP-1 INTO CONCRETE 1/2'
<br /> INTO END (IF FLOOR JFJIST
<br /> ZINC- WEDGE ANCHORS WITH MIN 3- EMBEDMENT
<br /> GRADE PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL
<br /> BUILDING VODE, LOCATE ANCHORS PEP
<br /> Y.T-11 --I/P'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN
<br /> 4. ANCHOPING '.�YSTEM TO CONCRETE SLAB PER W X
<br /> PIER SPACING --- LOCAL BUILDING CODE. LOCATE ANCHORS PER j a 014
<br /> REQUIR04CNIS SAME i REQUIREMENTS SHOWN WITHIN
<br /> VZ' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END Of' BUILDIMr, rD
<br /> AS ANCHOR SPACING
<br /> RE QUIPEFIVI'll'S -ISLE HELIX �. MIN, >
<br /> 4' ';;It WITH 1121,(4' GALV LAG BOLT CENTER UP* END PAD
<br /> EMBEDMENT OF LOCAIL 0
<br /> T14PUUGH WASHER, THEN EYE OF 0 0!:
<br /> ANCHORS ONLY ALONG LfINt; ANCHOR, 114EN RIM JOIST 6, PAD SPACING EITHER T14AN END PADS jl� (L
<br /> SIDE OF BUILDING. E1421 ANCHORS CENTER TO CENTER LX CL
<br /> WITHIN ;` Of EACH END, TjICN INTO END OF FLOOD JOIST 7. BASE OF FACH PAD TO BE 8';Klb'x4' *PLID
<br /> 8' MAX ANUIUR ','.PACING. cONGRETE BLOCK <CEMENT AND ::ANIJ MIX)
<br /> 8. HULLOW 6R SOLID CONCRETE: 13LOCKZ MAY
<br /> BE I)RY-STACl/.I_-*D ON PAD- FOR HIGH SET;
<br /> UP 'TO 48' WITHOUT PENFORGING >
<br /> S'HEli WITH ATTACMED '-J<IWN 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR '.PACING IS BASED UN AZrC 7-10 E
<br /> 4' SINGLE HELIX & MIN. `ISK CATEGQR"( I BUILDING EXPL)r�URF B
<br /> R
<br /> END Vll- W EMBEDMENT OF 24'. LOCATE 0
<br /> ANCHORS ONLY ALONG LONG 160 M,PJA. (3 '.,CC GUST:- EXPO"ORL C
<br /> SIDI: OF LUILDING. CNI) ANCHOP-1 2017 FLORIDA BUIL DING CODE 6-th EDITION
<br /> SCALE- WITHIN 2' OF EACH FND, THEN 10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF
<br /> 2' MAX ANCHOR SPACING. BUILDING I:: WO' IN"�IDE WALL HEIGHT ig
<br /> -
<br /> II. MAXIMUM WIDTH OF FLOOR IS 13'10* WIDE ti -ca L 0
<br /> la, MAXIMUM LENGTH OF f-LOOP IS 50' LONG
<br /> 13, PlErl ',PACING REQUIREMENTS SAME AS
<br /> AUGER mqcHoR spiifji4G REQUIREMENTS "o J`
<br /> ANCHOR ATTACHMENT DETAIL
<br /> tnbnWk z
<br /> tx I w>
<br /> (A
<br /> ,CL i
<br /> SCALE, N.T.S. t4 =1 0
<br /> ZU-JZ
<br /> 1`0L)NDAl Y)N AN(A l(AZING i tF rA.AAIN SYS)T.hi
<br /> 1 0 BE DIE SKiNED ANI)L0 A
<br /> kx4 RA��[PLNTE _-(0 I/,:' 7114t; PLATED NOT
<br /> 3/4' PLY%-A)nD--, 2'xL"xI/8' ZlNr_ PLATED WASHER
<br /> j. �6 GAUGE 13-90 GALV
<br /> -,-.,--2x4(6) PI RIM JOIST VW flid.rd CHIL
<br /> TEEL V- x 13't.
<br /> 1/21 WEDGE ANCHEIR WITH 6 SHAPED BPACI!Lr =05107840 -IV' LYEDULT 3' MIN EMBEDMENT INTO ATTACHED TU EACH A 4smi,4s,SMI 16
<br /> '„OLIO CUNCPEI'E fIAB STUD & VA%TENFI) W/ Isocccoup",
<br /> E�'r RM T AVI ACHED TO ANCHOR VIIII THROUGH 2x4 VALLPLATF �10-- 0.089 x Exp.d� via.,r M4.11.,vt ROBIN DUJLDER�,INC.
<br /> <i) 7P 13110, e2) & 2x4 PT BOTTOM P1 ATC. VING SHANK GAUV NAILS 52 S. STATE .
<br /> 7P VA:.'HER, 0) I/R' ZP HUT SPACING OF ANCMDP:�TO �t PE OU379,IA IT#42027 YONS, GA. 30436
<br /> BE MAX 3' ALONG ALL 2.,:4 BASEPLATE: LSU(XC NUO2416 N12) 526-3266
<br /> SIMPZ;ON (or EOUAL` FOUR WALLS WITH I
<br /> 7 WITH 1/2' WEDGE ANCHOR WITHIN I' OF 8701), UPLIFT
<br /> EACH CORNER ttHirrr
<br /> ANCHOR MIN 31 04BEI)MEN1, V4' P.T, DA,',E
<br /> LOUATE ANCHURS ONLY ALONG
<br /> CLIN".1 LONG SLN: OF BUILDING, E14D SLAB BY
<br /> Ibr
<br /> ANCHORS WITHIN 2' OF EACH a rHEP,; AL CODE TIE DOWN DETAILS
<br /> OTI(C MIN 4- LUC
<br /> AND FUJI, THEN 3' MAX. 2_pAfING AND _111RIVIICTION
<br /> All[V APPLY 39
<br /> %
<br /> si-in wip-i ATTACHED "KIDS E D WITHOUT F L 0 0 1
<br /> E�IEDOWN
<br /> ANCHORED TO CONCRETE� N
<br /> 12/10 17 8 of 8
<br /> ANCHORED TO CONCRETI
<br /> Ef`4D VIEW 1 20/
<br /> END VIEW AS NOTED
<br />
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