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PLYWOOD FLOORING- —ax4 BASEPLAIE 11 FLUOR Op JE)SI .--.--FLOOR JOIST NOTES
<br /> I'Llocip, imsi—, ,,2x.4(6) FIT RIM JOIST Q
<br /> ZINC PLATED WASHER
<br /> _,---3/4' PLYWOOD FLOORING tv
<br /> GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH S14AI-L K z
<br /> MOBILE HOME TYPE 112' SINGLE HELIX EYE C'l
<br /> E BY HOME PRIDE OR EQUAL WITH
<br /> ANCHORS to 0
<br /> -Hop, c CN
<br /> Allf, A7TACPED TO BUILDING
<br /> MINIMUM EMBEDMENT OF 24' AND
<br /> WITH VLIN4' G&V LAG BOLT _::4 RAS PLATE
<br /> THROUGH WA-,�HER, T14EI-I EYE. IT 4i6) PI RIM JOIST AVERAGE HOLDING POWER OF 4,00041
<br /> Z BUILDING ANCHORS It-ITO CONCRETE 1/2'
<br /> ANCHOR, THrN PIM JOIST
<br /> WEDGE ANCHORS WITH MIN :�' EMBEBMENF
<br /> INTO END OF FLOOR joiST1. ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL <
<br /> GRADE PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER
<br /> 1/'P.'X4' GALV L.AG BOLT SPACING REQUIREMENTS SHOWN WITHIN
<br /> I I. ANCHORING _YSTEM TO CONCRETE SLAB PER
<br /> LOCAL BUILDING CODE. LOCATE ANCHORS PER 00
<br /> 111FR SPACING 7ACING REQUIREMENTS SHOWN WITHIN
<br /> REQUIRLME7'17S SAME
<br /> AS ANCHOR SPACING 1,121 FYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5, END PAD :3PACING IS END OF' BUILDING TO z
<br /> RF,QUIPEMENTS 4' '�IN6LE HELIX & MIN. VIT1.1 I/P*x4* GALV LAC, BOLT CENTER OF END PAD 30
<br /> EMBFDMEM'f eF -14'. LOCAIL. THROUGH WASHER. THCN EYE OF 6. PAT) SPACING EITHER THAN END PARS 1:3 wZow
<br /> Hrt P�
<br /> Ol ANCHORS ONLY ALON6 LHNG ANCHOR, 1(4 JOIST CENTER TO CE14TCR a-
<br /> SIDE III-' BUILDING. END ANCHORS INTO END (IF FLOOP JOIST 7. BASE OF EACIA PAD TO 13E
<br /> WITHIN 2' OF EACH END, THEN
<br /> S' MAX A14CII13R CPACING. CONCRETE BLOCK (CEMENT AND ',*AND MIX)
<br /> 8. HOLLOW UR SOLID CONCRETE DLGCI<Z MAY
<br /> BE DRY-STACKED QN PANS FOR HIGH SET:" car x
<br /> UP TO 48' WITHOUT PEINFOKING > m
<br /> SHED WIFId A1*1'ACHED 1/2' EYE A116ER ANCHOR WITH *4. ANCHOR "PACING I'S BASED ON ASCE 7-10 E
<br /> 4' SINGLE HEI IX & HIM w
<br /> END VIEW EMPEDMEN1 OF 24'. LOCATE RISK CATEGORY I BUILDING EXPO. B 0 a
<br /> ANCHORS' ONLY ALONG LONG 160 M,P.fi, 0 3LC GUST) EXPOSURE C r v~iM CO cn l tO
<br /> -
<br /> ^fDE Or BUILDING, END ANCNOPS 2017 FLORIDA BUILDING CODE 6-th EDITION
<br /> SCALE- N.T. WITHIN L" OF EACH END, THEN 10. MAXIMUM 114TERIIIR SIDEVALL HEIGHT OF
<br /> 8' MAX ANCHOR 111ACING. BUILDING IS 8'0' IN.';',JJJI: WALL. HEIGHT
<br /> ig w f. W
<br /> 1. MAXIMUM WIDTH OF FLUOR IZ 13,101 WIDE C-4 0
<br /> ..N(ifm OF FLOOR IS 501 LONG 1
<br /> 1112 MAXIMUM L[ 94 6,6, 9 1
<br /> 13" PIER 3PACING REQUIREMENTS SAME AZ Z'A z
<br /> AUGER ANCHOR SPACING REQUIREMENTS 94 I y o
<br /> ANCHOR ATTACHMENT DETAIL uu
<br /> =)Z11-1
<br /> >
<br /> SCALE, N.T.S. In D
<br /> z
<br /> 1'Qt)f,4DA*f ION ANC110RING TIE 110WNSY6TFjA L)0
<br /> P;(4 ICASCKAIE-, Va' ZANG PLATED NOT TCY RP R'(TU ANT)LOCALLY
<br /> \" "Z 'INC PLATED WASHER PFf0hi rTL-:f)
<br /> 3,,'41 V1,Y%./OOD,
<br /> 86 6.1illGE G-90 GALV Ply ti-1,1—Rki-d Old,
<br /> PT RINI JOIST TEEL 1.5'v x 1131.
<br /> Lf?' WEDGE ANGHOP. WITH f U-SHAPED BRACKET (CC MA07840
<br /> x 12' EYEBOLT 3;MIN EMBEDMENT INTO ATTACHED TO EACH FL tislop4s,Sm 7G
<br /> S LID CONCRErE SLAP ITUD % FASTENED W/ LSUCrCOU07416
<br /> TfiROUGH 2x4 VALLP x 127 mp,dt foamr.-vid.,c mu'll."PC ROSIN OUILDERS INC
<br /> 0AI.V NAR.S fMZQI7
<br /> B[)LT A`FIACHEIl 70 ANCHOR W1TI & 2X4 PT BUTT014 F�lAlE �jv 1 52 5, STATE S�T.
<br /> Q> 1/2'?4." ZP BOLT, l2) OF ANCHO S I FJfIG N I L PC 0129",LA I S.
<br /> M 10436
<br /> WA.-;HFR, 0) 1/2' ZP NOT BE MAX 31 ALDuG ALL UUCCC R007,436 12 52 -3266
<br /> -2-x4 HASEPLATE
<br /> -A-e4 SIMKAN (or EQUAL% FOUR VALLS WITH I
<br /> miN 4, ANCHOR WITHIN Y OF
<br /> 6700 UPLIFT WITH Ile, WEDGE
<br /> ANCHOR MIN 31 EMBEDMENT.
<br /> LOCATE ANCHORS ONLY ALONG - _----CONrkETF SLAB BY
<br /> EACH CORNER. 1-1:f. BW.E
<br /> rUWR[*I(: SLeri 11Y LUNG SIDE OF BUILDING, END 7
<br /> OTHER`: DUCAL CODr
<br /> YTI la!f, LOCAL CODE ANCHORS WITHIN OF EACH MEN 4-
<br /> I tij) Jjr,1j�bI0IVN rNIj, THEN 3' MAY SPAilfIC, r AND JIJRIz'�b1CT19f4 TIE DOWN DETAILS
<br /> Na s"30
<br /> APF L Y
<br /> APPLY
<br /> A
<br /> sum-ri-
<br /> SHED WIT H ATTACHED "7XIDS SHED WITHOUT FLOOR
<br /> ;`PIE DOWN
<br /> ANCHORED TO CO1'-JCRETE
<br /> ANCHORED TO CONCRETE .........
<br /> 101
<br /> T2/20 a of 8
<br /> END VIEW END VIEW
<br /> AS NOTED
<br />
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