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y R <br /> PLYW <br /> OOD2.4 BASEPLATE GENERAL NOTES <br /> FL(> <br /> 2x4M67 PT RM JMST FLOOR�TST <br /> 2'x2'xLIW ZINC PLATED WASHER 3/4'PLYWOOD FLOORItdi <br /> L BUILDING ANCHORS /LII EARTH SHALL BE <br /> it2'X4•WTLW tAti BLOT 2x4 BASET+I.ATE MOBDLE FlQME TYPE 1/2' OR <br /> HELIX EYE <br /> ' ANCtLORS By HOME PRIDE OR EQUAL WITH <br /> ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24'AND <br /> WITH L!2'x4'GALV LAG BULT 4t6)PT HIM JOIST AVERAGE HOLDING POWER OF 4,0004 <br /> iFiRCJGFM WAS".THEN EYE OF 2.BUll-171NG ANCHORS INTO CONCRETE I/2' <br /> INCHR,THEN RIM JOIST 6 WEDGE ANCHORS VITH HIM 3'EMBEDMENT <br /> INTO END FLOOR JOIST 2'x2'xT/B'ZINC- <br /> PLATED WASHER 3-ANCDIRING SYSTEM TO ANCHU PER LOCAL <br /> /RhtiE BUILDING CORE LOCATE ANCHORS PER .. <br /> L/2'X4'GALV LAG EMT SPACING REQUIREMENTS 13 SHOWN WITHIN <br /> 4.ANCHORING SYSTEM TO CONCRETE SLAB PERLOCAL BUILDING COW-LI]CATE ANCHORS c <br /> PIE SPACIN REQUIREMENTS SHOWN WITHINPER <br /> RMUIRTNEi IA-EYE AUGER ANCHOR WITH ARCHER ATTACHED TO ffiULIHMG S.END PAD SPACING IS END OF BUILDING TO <br /> REIXANCHORIIRE)EJRT5�1i� 4'SINGLE HELIX 6 MBL WITH t/2'x4'GALV HAG BOOT CENTER OF END PAD <br /> OBEO) 9 OF 24'.LOtATE THROUGH*,DER THGN EYE� 6.PAD SPACING OTHER THAN END PADS IS <br /> ANCORS ONLY A[.RO Ld4G ANCHOR,TlEM RA JOIST a CENTER TO CENTER <br /> SIDE Or BUI DRM END ANCHORS INTO 0VD OF FLOOR JOIST 7.BASE IMF EACH PAD TO BE B'x16'x4'*SOLID <br /> WITHIN 2'OF EACH END.THEN CONCRETE BLOCK CLEMENT AND SAND NTX} <br /> ti'VAX ANCHOR SPACING. S.HOLLOW OR SOLID CONCRETE BLOCKS MAY <br /> BE BRY-STACKED ON PADS FIOR HIGH SETS <br /> 1/2'EYE AUGER ANCHOR WITH UP TO 4B'VITHOUT REINFORCING L <br /> SHED WITH ATTACHED SKIDS SINGLE,�„L HIM 9,ANCHOR SPACING IS BASEB ON ASGF 7-l0 <br /> EMBEDMENT IF 24'.LOCATE RISK CATEGORY 3 BUILDING EXPOSURE$ L)riD o <br /> END VIEW �e ANwCRS ONLY ALONG LONG 160 NP.H.(3 SEC GUST)EXPOSURE C y N <br /> s SIDE OF BUILDING.EtaO A)47ORS 2017 FLORIDA BtiTLDING CODE 6th EDYMN <br /> SCALE,H,TS. WITHIN 2'IF EACH ENO,THETA i0.MAXDARI INTERIOR SIDEWALL HEIGHT OF rr��ran <br /> a NT MAX ANCHOR SPAC]N& BUILDING IS 8'0' INSIDE WALL HEIGHT K� ! (n <br /> LIT.MAXIMUM WIDTH OF FLOOR IS 13'10'WIDE C4 <br /> Ia MAXIMUM LENGTH IF FLOOR IS 5W LONG 94 i� <br /> 1a PIER SPACING REQUIREMENTS SAME AS - '}�j <br /> I z N <br /> AUGER ANCHOR SPACING REOUIREMENTS R <br /> n n� <br /> ANCHOR ATTACHMENT DETAIL o <br /> SCALE NN.T.S. ■psi C n <br /> FOUNDATION ANCHORING TIE DOWN SYSTEM EUDERMEW <br /> TO BE SITE DESIGNED AND LOCALLY °n <br /> 2x4 BA N ire ZINC PLATED NUT An m.mLE�wm <br /> PERMITTED xraas3nlsaeex <br /> 3/4'PL CD 2'x2'xt/0'ZITS PLATED WASHER 26 GAUGE G-%GALV O+Wnd°.A°nAVJr83s <br /> 2x4(6)PT RM JOIST 12'VERGE ANCHOR WITH STEEL ED BRACKET <br /> I/2'x>r EYEPSO.T af�Isv4Nmy <br /> 3'HIM INTO <br /> SB.ID CONCRETE SLAG ATTACH <br /> STUD L FASTENED W/ I:GI,SL014IIaA ML <br /> EYE aLR.T ATTACHED TD ANCHOR WITH TMMM 2.4 VAL.LPLATE MI41-aM x I25' oePomr�asaNecYao.cm va+t: 5 <br /> tl}!/2`x2'ZP&ILT,2r 2'x2'xI/B` L 2x4 PT BOTTOM PLATE RING SHA`K GN-V lUxO.S Rr[a>�sGrEo zffi LL,, <br /> ZP WASHER,MD I2-ZP NUT BE KA< ' LGNG AS )sxtN:Nuatax, (a)2 526-266 <br /> BE MAX 3'ALON6 ALL 4 BASEPLATE <br /> T "':• S w= A-24 SiLH SGH C[r EfAIAU FOUR WALLS WITH12 WITHIN I' I <br /> EF <br /> MM 4' `ti:':--:.?`i�r-_C $will UPLIFY WIT"V2'VEBGE CORNER. 1' 2'x4'P.T.BASE ``TLTTIH ' <br /> J- A.YC'HOR HIM 3'EMBED VENT. EZH E(� <br /> CONCRETE STAB BY L LOCATE ANCHORS DMDY ALONG <br /> 'T -_ SCAR BY qL'?•:yycEt g•pq <br /> OTHERS LOCAL CIQE Ata7;1fOQS WITHIN 2' EACH WH 4' _- AVIDD S L➢LAL C01E '.,ry� 71E DOWN DETAILS <br /> ANm xp,snn TmH <br /> AND.ORISDMCTI011 <br /> APPLY END.THEN 3'NAX SPACATi -I- ={r; N.63M <br /> -". APPLY <br /> SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR oawN <br /> ANCHORED TO CONCRETE ANCHORED TO CONCRETE <br /> �o T2 20 17 B cI a <br /> END VIEW END VIEW �`� TIN " %S NOTED <br /> SCALE,NLTS SCALE,KTS <br /> PSI APPROVAL 2018-01-15 <br />