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<br />...~~l.> <br /> <br /> <br /> <br />..~-:~ <br /> <br />UtiT L(NGTH VARI!& 8'-0' TO 2.4'-0' <br /> <br />8' <br /> <br />1 <br /> <br /> <br />~-_._--_.---.-.--------_..---_.._----------~. <br /> <br /> <br />m <br /> <br />I..-I-J . <br /> <br />o <br /> <br /> <br /> <br />6 <br /> <br />: -f:NDWALL <br />I <br />I <br />, <br />I <br />, <br />, <br />ijt: -'-.., <br /> <br />__J <br />, <br />I <br />, <br /> <br />ffi <br />t=ff <br /> <br />r::R <br />t=ff <br /> <br />r::R_ <br />t=ff <br /> <br /> <br /> <br /> <br /> <br /> <br />) <br /> <br />,> <br /> <br /> <br />............ <br />, <br />, <br /> <br />~' <br />,.- <br /> <br /> <br />1.._ ~ ' <br /> <br />;&fe DETAl PtR Type ~ <br />: . TYPICAL t.JfiDfR ALL SKiO& <br />. L<<.E&S OTliER'Nl&f &PfClflfD <br /> <br />_ffi <br />g=f <br />, <br />, <br /> <br />. - - - - - - - - - - - - - - - - - - - - - - - - - - - - C-~~~ ~~~ - - - - - - - - - - - - - - - - - - . <br /> <br />TYPICAL FOUNDATION, PlAN <br />FOR 1(1-1)" SINGLE WIDE UNrrS <br /> <br />SCALE' 1/4' = 1'-0' <br /> <br />FOUNDATION NOTES: <br /> <br />1. ALL fOUNDATION CON&TRUCTlON, MA1ERlAL. AND iNSTALLATION SHALL BE iN <br />ACCORDANCE WITH ALL APPLICABLe &TATE AND LOCAL CODes. <br /> <br />2. TIC-DOWN STRAPS TO BE 1 1/4' )( ,035' TYP( 1. flfi&H 8. GRADE 1 ZINC <br />COATr:D 5Tf"f:l 5TRAPPiNG Cf'RTlfIfD BY A REC.lSHReD f'NGlNfCR OR <br />ARCHITECT CONfORMING WITH ASTM D3'153-Q1. TI( DOWN &TRAPS AND <br />HARDWARE &HALL HAVE 2335# MlNiI'tJM WORKiNG CAPACITY. <br /> <br />t <br /> <br />2:x~ P,T. flOOR <br />,)Ol~l AND O(CKIiG \ <br /> <br />fjNI&H <br />GRADE <br /> <br />1. ALL R(iNfORCfMCNl eARS &HALl. COMPL '( 'MTH ASTM A~15. CRAO( ~O. <br />RCWORCEMfNT BAR& &HALL Br: EQUAll.Y &PACeD AND PlAC!O WITH 3' <br />CU'ARANCf 'ROM BOTTOM AND &iDE'& Of fOOTING. <br />8.J.ll PifR5 OHft.l.L 8! CAPPED WITH 2x8 &rp PRf'&SL;Rf: TReATr:D SU PlAT'S. <br />flU L(NGTH or PIER. <br /> <br />~ ~IO SUPPOR.T PI!R5 f-1AY &' lN5TAlLED lAH:RAllY <co fROM TH( <br />3. GROUND ANCHOR& &HALL HAY( 2335# MNil"U'1 WORKiNG CAPACITY. AND &HAll O&I(NTATIOO &HOWN ON THE rOUNDATION PlAN). CENTERlINC Of eACH <br />BE iN&TALLED iN ACCORDANCE WITH THE MANUfACTURCR'S 5PECifICATION5. PIf'R f1JST 6C LOCATED DlR(CTL Y Bnow TM! SKIO CCNTfRLINE. <br />DeSiGN Of (.R()I..JND ANCHOR. iNCLUDING &HAfT If"NGTH. N\.JM8fR AND DlAMtT(R <br />or HfllXCS, fTC., TO B! A5 SPCClfi!D BY TH! GROUND ANCHOR HAI'lJfACTUR!R' .10. At$UMED 5011. 8(ARiNG CAPACITY 15 2.000 P&f. If' THf: ACTUAL SOIL <br />fOR TH( ACTUAL SOl TYPE ENCOUNTERED. if THE HOlImG OR PlUOOT CAPAClTICS BeARING CAPACffY 1& lC&5 THAN 2,000 PSr. THE ARCHTf:CflrnGiNfER <br />or GROUND ANCHORS ARC mow THE VALUES SP!CIfi!O ABove TH! ARCHlTfCTI I1JST & CONmT!O fOR R(QUlR!D ALT!RNATE fOUNDATION ot:&i(,N. <br />ENGiNEeR f1JST Bf CON&u. TED fOR. AN AL TfRNATf ANCHORAG( D(SIGN. . fOOTINGS OHAlL B( PlACr:D ON NON-DPAN&lVf SOlON!.. Y. <br /> <br />4. THE fiRST T!f-DO'i~'tf 5tRAP 'ROM !NDWALlS &HALL NOT !XCffD lit TH! <br />MAXt1\Jt'1 ~ACING iNDICATeD. IN NO CAse OHAlL ANY 8UllDING HAV' lE&S' <br />THAN TWO STRAPS peR OIOtNALI. <br />5. All PirRo $HAll ~ CON&rRUCT(O Of &'x&'xlG' CONCR!Te t-lASOKRY L<<T& <br />CONf'ORi1ING TO ASTN C'1O. f-1ASONRY UNT5 ~1ALL Be LAID IN TYPE M OR & <br />MORTAR OR CQVfRfD WITH &L'RrACE BONDiNG CEMENT iN5TAllr:o IN ACCORDANce <br />WITH IT& LISTING. PICR rOOTING WALL B( A& ot&CRIBr:o ABOVE. <br />~. t1iNiI'tJM CONCRnr:: fOOTiNG COMPR!SSlVr: STRfNGTH 3.000 PSI AT 2& DAYS. <br /> <br />. 11. iN&TAl!.. el~ Pi(R ON CACH SIO! Of ALL nTf'RlOR DOOR OPf'NINGS. <br /><~ACTUR(R'& R(Cot11!NDATI{)N ONlY~.OPT10NAL W'rlf'N NOT. SHOWN). <br />:.uGHf ADJJSTMWT f'iAY 8( R!(}!JlR!D TO iHe,(;R(OP(N A8llTY AfTER . <br />iNSTALLATION Of 6UlDlNG IS COMf'lfT!. <br /> <br />1. <br /> <br /> <br />.: <br /> <br />f7\A . ~r: <br />~ WOTH <br />10' -0' <br /> <br />F01JNDATIPN DIMENSIONS. <br />~D HA>>U1 PIeR <br />\V &PAcm <br />~ p.sr. <br />1'-0' <br /> <br />''6''. RlCR.' TO 0 ~AOClt.I" <br />':::!:!.!~( COG[ ~:;N .,,, <br />1"-&' ~'-&' <br /> <br />, MAXIMUM. ANCHOR TE-OO'-m LOCA"OON <br /><~TRAPS ANGlED 45 ) <br />ClUlDiNG <br />WIDTH 110 M.P.H. 120 M.P.I1. <br />(Iii Hfn <br />10'-0' 7'-0', 5'-3' <br /> <br />l-2:xG 5r? #2 <br />P.T. &KIO <br /> <br /> <br />TI( DOWN ~TRAP <br />fASTENCO TO WALL STUD <br />rWlTH 13-1Gd' NAtS. &PAC!D <br />ONE iNCH MiNit'U1 APART <br /> <br /> <br />~ c.ROOND ANCHOR AT EACH <br />Ti( DOWN &TRAP lOCATION <br />C:>[E TABLE THI& &H[[T) <br /> <br />SECTION A-A <br /> <br />, <br /> <br />peALE'. 1/2' = 1'-0' <br /> <br />SOUD &'xl~.)fl~! <br />CONCRf.T( rOOTtiG <br />OR <br />DOU8l! 4.:d~")1~' <br />CONCRfTf: PAO~ ' <br /> <br />P.T. 2x~ 5rp <br />SU PlATt: <br /> <br /> <br />. <br /> <br />8'x3'xl~' <br />CONCRfT( <br />MASONRY <br /> <br />r------, <br /> <br /> <br />CJ <br /> <br />I , <br />\.______J <br /> <br />PlAN vt:N' <br /> <br />orCTfON <br /> <br />_":'TYPB:A <br />SCAlE'~" 1/2'= 1'';()' <br /> <br />, <br /> <br /> <br /> <br />f'::;\ HAXtU1 P1!R <br />\Q;. &P ACiiG <br />1" p.~.r. <br />~. -10' <br /> <br />\ <br />IS NOT VAllO I..tl.E$$ SIQNeO <br /> <br />^'I~- <br />'j " <br /> <br />>'n_~.n .~ <br />'~ '5~/1~., ..... <br /> <br /> <br />~ Q <br />~ ~ ~' <br />IL, f6_:~81 <br />llt orn't~ <br />(l ~~~'~ ~ <br />-1 i!'~~~ <br />-J ~1i'':: ~ <br />UJ ~ 8 l1J ':: <br />~ ~ui-,g~ <br /><{ . <br />o <br />cri <br />o <br />~ <br />lL <br /> <br /> <br />ill <br />\!J <br />~ ~ <br />()~~ <br />,J- \- ~ <br />(j)20 <br />::)0 <br />3~~ <br /><{3\- <br />,lU a <br />~cl>- <br />-l~j <br /><{. 5 <br />1._ o- <br />r- I \- <br />Z' <t <br />ill~~ <br />o u... <br />(j) <br />~ <br /> <br />\' <br /> <br />{Q\-~ <br />ill lU to- <br />aW~ <br />-l~~ <br />~2~ <br />CiS <br />~~~ <br /><{ ~> <br />-l <br /> <br />Rr;v; <br /> <br />1''( <br /> <br />'f <br /> <br />. <br /> <br />.~ <br />[ <br />~ <br />I- <br /><{ <br />n <br />~ <br /> <br />.J <br /><t <br />(.) <br />0: <br />C:. <br /> <br />DAft <br /> <br /> <br />VA t~, 111'/QQ <br />DRM t)'(1 CR <br />tK6Y. ~ <br />~~~. 1/4'.. r-o~ <br />w.o, NO l1t-02~.10. <br /> <br />2 <br />~ . . SHEET . <br />~ FD - 1 <br /> <br />1 or 1 . <br />