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<br /> 8UIlDINQ FOUND A T10N AHD ANCHMINQ NOlES
<br /> SI.loo1H F~ Ta>' ao SI.lOO1H FOfllj Ta>' ao SWOOiH Falll Ta> ao ,. WOOl< SHAlL BE IN "COOAOANCE \lA 1H LOCAl. CODES, SNnY RE<llVo ~S AND
<br /> .r :Pkro:: TO SlOE []F sua TO SlOE []F FOOTING TO r '1 \KESS OTHER\llSl: HOTED. 1HE LA lEST RE\4S1Ql1 []F Aa 31 II, 'lIUll.OlNG COO[
<br /> r4' ~ REH'ORCElI r 4' 8El.OW GRADE. r 4' 8El.OW GRADE. REQUIR[ljOllS F~ REINfORCED CQK;R[TE". PROCEDURES F~ THE PROlEC1IOH r:F
<br /> T ~CIJNOA ll<>>l ... T ROUND" OON EXc,o,VA'IlOllS /\NO U11I.lllES SHAlL BE ESTAllUSlC PRIOR TO FOUtlDAT1ON
<br />II ~ ~i:...: : ~T ..~ . .. '~f J. INSTAU.A 1lON.
<br /> . ~.. . :';' ~8" all llEUN JREEZ1HG DEPni. ~ " ..... 2. c:a<<:RETE IlATERliILS SHAlL CCNfQRlj TO THE APPROPRIATE ST"TE REQAROIENlS
<br /> ., ~ .: '~~ ",' '. ~ lit' ~ BELIN ~ FOR 0CP0SEll SiRVCTUAAl. OOHCRETE.
<br /> " . ~
<br /> '<t".' '<t". /~ ',,'. 181 .; " ;: FREEZING OCPTH. BUILDING BASE
<br /> '.. .... ~ \r'HI~ EYEj IS OCEPER. ~.' ;;;I ~ ' .;. \r'HI~ EVEll 1-L 3- f'flOPQlTlONS []F CONCRETE IlATERliILS SHAlL BE suma.E FOR 1HE INSTAU.AT1ON
<br /> , . i: .... f " ISlr r" - WEniOO U11l.lZEO AND SHAlL RESUlT IN IlUflAa.E Cc>>ICRETE Fal RESSTANCt TO
<br /> .~: ~ (, . .L B h'Ol..J.. T10N r~~~: ' ~. ' . j :' '1Jl,' LOCAl. ANllCf'ATED AGGRESSIVE AC~S. THE OUIWIIIJTY Rf:<:lUlRDIOnS []F Aa
<br /> ,) , 't~." ,), "'B NOAT1ON 318 CHAPTER 4 SHALL BE SA l1SF1EO 8-"SEO <>>l 11€ CONOITlONS EXPECTED AT 1HE
<br /> i1f-i ~ ...... SITE. AS A 1I1NIlIIJII, AU. OONCRETE SHALL DE\aCP A 1I1Nl1lUlol CXIolI'RESSlVE
<br /> '1" ~ it" '1" 'll,JI.' S"ffiENGlH r:F rc - JOOO P,5.L AT 28 OAYS lE~G UNLESS HOTED O"THER\IIlSl: <>>l
<br /> -"r " '''\~ _ _ sa: SInTER Dll€NSlON TABlE:_ ORA'MHGS.
<br /> 12' MIN. S' MI/l. I-BEAM 4- lIAX1lM1 SIzE r:F OONCRETE AGCRECAlE SHAlL HOT EXCEED 3/4 INCH: SIZE SUITABlE
<br /> SUPPllllT Fal INSTAU.AOON IIEll100 U11I.lZEll, OR Ct;E-THIRD a..tAA OlSTAN<% IID1IHD OR
<br /> PUlIS-'32" MIlQU4 IYOTHERS EltT'llEEH RE1Nf0RaNG.
<br /> fCJCALS-~4'><8' LG. MIMlMUH 4. TYPICAL 2 BEAM SECTION II. AU. RElNfORaNO STEEl. SHAU. BE CEfORllEl) AND CXlNfalll TO 1HE REQlIlROIDITS
<br /> L- ~ ~oo1lNQ. L-~~~ 1-- rmllmP3 CONe. r:F ASl\I-A-815 Qt.\OE 80, AND BE OETAU)) IN AC(XJlQAN(;( \lAiH Aa-318
<br /> T 'IS WlHlWII) UNlESS OTHERlIISE HOlm.
<br /> I. 'llEl..OlNO IS PRQilIITEXl Ct; RElNFORClHG SltEL ANO OIBEOl1ENTS.
<br />1. TYPICAL GRADE BEAM SECTION 2. TYPICAL SLAB SECTION 3, r'~"~
<br /> TYPICAL PIER SECTION ~sl~\ 14:::: MXOOO 7. WEUlEll"~ FAlIRIC FOR calCR[1E Sl1.IU. WiFalll TO A$T\I-A-1a5.
<br /> n llOL T TIl [-BEAM a. lIlNIWUII CONCRETE C(MR FOR RElNfOflCElolEllT SHAlL III 3 INalES UIUSS
<br /> 1/4' n n 3' x 8". ;1/8" THICK n 5 PER SIllE
<br /> lAsE - itw C75" oc !iAXlIQO OTHElllllSE HOTED.
<br /> e' x Y' I 3~ MO<. 8' r:.H..V. ST\. PUTE " \11111 Vi!' lIIl. TS t. ~ C(MR FROlI TOP []F FOUN01<11OM 1'0 ENDS ~ IOITICAI. RElHl'alCEIIENT
<br /> "._ <m_~ ~ <<iH..V. ST\. $f'ACEllS 2' L~ HlNll!lJ4
<br /> . V2" J-lIIl. T KIN. AS RElllIl!'II:JI) , - ~iV USE V2' BEVEltlI SHAU. HOT IJlCEW 3 IIICHES NOR BE LU$ tHAN 2 flCHES.
<br /> 1/4' ./1 ~z" x 8' HVA ACHES"': ANCHOR ~ c,o,llMll,IC PUTE~~ Vi' IIlA.T .HIN. 1 1 'W ASHER If(~ 10. ~ $f'ACUlS SHAlL BE ATTAOiED 'HtRlIITTE14TlY to REINfORCEIIENlS TO
<br /> 4 1" 4lf~~A::- 6' EMllEIKNT MlK CAllHIUC PUTtIJ~ Blll.T~D IHlIJIlC Y' IoItllllW' C(MR FOR AU. RElNFORCOIOIT,
<br /> ..d: ~ Ea1I1<L (2 PER AHOlE. 4' o.~ ~ . (2 PER ATT AOK:Nf) ~ (2 PER ATTAOKNT) bJ ~.)- BE:AH ~ I-IIEAM 1" ~ CONTRACroA SHAlL CHECK \lAtH AAOilEC1'JRAI. lIUIlOtIG AND
<br /> - - Sl.f'f'(JlT - -~T
<br /> ~ ~;cC. EI)(E r:F GRADE BEAM 4'~.~1 I ~ I -W=-L 1'1' OT~RS ~CTtOS r:lt:s~C~~li~~~ ="~~~~al
<br /> 0 liB "THE PR(ftR LOCA 1l0fl BEFORE Pl.AaI<<l CQ<<;llE1E.
<br />SHIWS AS REa. 'D SHWS AS REo.'D I' ., EI)(E r:F SUi)
<br /> 4, GRADE BEAM ATTACHMENT 5. SLAB ATTACHMENT 6. PIER ATTACHMENT 6, HELICAL ATTACHMENT 8. BEAM ATTACHMENT OPTIONS- ,2. AlL 60NcRETE SHAl.I. BE ~iIRA TEll,
<br /> 11 AlL REINfalCtIO STEEl. SHAU. BE tHSPECTElI A/jD ~ IIY "THE
<br /> AAOiTE~~ PRIOR 1'0 PlACDlENT []F ~ CONTRACTOR SHALL
<br /> 3' X 3' X V 4' I€IlPREI€ Il\JBBER PAll FDUNDA nON DE$IGN DAT~, HOllN lE<:1' /E:NQNEEIl 48 HQVllS BEf'0flE PlACING CONCRE1E.
<br /> (60 lllIllH:TEll> CI'l EACH P!Dl ~ ANCHlR 14- OONTRACTOR SHALL SUIUT RElHl'ORClNG STEfl. SHOP OAAlIINGS F~ APPROV1<L
<br /> It:JllEl. Dl;AlllOAD ~Jo W ~lOAD TDTIIl. BY ~~<:1'/ENQNEER._ "THE SHa>' ORA\IIlNGS 5H,tti BE :MlloIm:D III "THE Falll
<br /> .E~~~~- .,~ LIS. r:F TWO 2 IlUJEUlE PRINTS.
<br /> T2(p, ~ 15- CONCRE1E SHAU. BE SAIIP\.E lESTED AND TESTS S\JlIIIIm:D IH ACOORCANa! \lA1l1
<br /> AS1loI~31 AND c-Jt. 1HREE CY\.JNt6S SHAlL BE TA1<D4 FOR ~ 0,01'1'5 OOHCRE1E
<br /> i!fR 18;: ~ :lO.:lOO LJs. 18.4nll lBS. PlACDlENT.
<br /> , '::> S~
<br /> 3ii~ .&~ II. READY lIIX CONCRETE SHALL fIE III AC(XJlQAN<% \IIltH ASl\I-C- 8"-
<br /> ,i,=. : J- 7~io 17, ~1lNl~A~~~~~ PRO\1OE TWO (2) 14-5'-0" HORlZQlT~
<br /> j l Jf' 17,~ 'i- 43.300 LBS. 16,000 LJS.
<br /> 4J A XPNl 1.6
<br /> 4 4 TYP. 6 6 ANCHORING DESIGN DATA, IlL ~ ~ ".. """''''''~, ~ ~ ~ ~~
<br /> EXCAVATED lIATERlAlS, EXCEPT 1HAT CONTAlNJI<<l ORGANICS. lIAY fIE PlACE!)
<br /> '- ~ (::> smuclVRAL BACICfU TO BE <:alP ACTED III 8 INQol lIAXIlI\IIl LA 'IERS TO 8 r:F ~
<br /> 8" j " MAX. lJ'UFT PER SIllE a:HPTY JUIlDlNG. 130 _ .,lND> . 9.8OC1 LJs. IlAXIIIUII DRY DENSITY AT OP11lIUlol lIOISTU~ CONTENT IN ACOORCANCE \II
<br /> I.STloI OII~ EXCAV,.1El) 1oIA"ltlII"-S CONTIIlN~1l ORIiANlCS IlliST BE otJ) 'fIIlH
<br /> 5 5 I" MAX. tOUZlJIIT Ill. llAAG fORCE (EMPTY JUILIJINtj, 130 _ 'WIND> . u.coo ENGlNEERED SOl. TO BE USED AS STR\JCT\JIVL BACKfU IIA"ltlIIAI..
<br /> LBS. CONSTllUCOON PRO..E<:1' lIANACER SHAU. BE H011flEO HO I.ESS "THEN"1 (
<br /> 20'-4' I&. ~7
<br /> 20'''4" ~ I---' ~ THIS ORAVIHG SHe"'S SlJ'POllT F~ ~ tIOURS IN ADVANCE []F CONCRETE POURS AND $1E1.TER I'l.ACOIEN ~
<br /> -~..- r TYP, MAX. (87"" LBS).
<br /> -ST "NIlARD son. CAl'IlCITY CONSlllElltllt 20. SHIll AI'PR<lI'IllII1aY TO IN9.JRE AN EVEN AHD EQlJ~Y L01<DEO SJPP
<br /> 3t. )3 'COOO PST - VERTICAl. BtAAING CAPACITY, 21. ANlUS FOR AIlCHORINIl PRO'IlOED UPON REQUEST. ~ ~~
<br /> j l j I . -2nD PST 1fT r:T DEPTH, MAX. 1000 PST NET All.ll\lABl.E: fOllZlJilT AL
<br /> PllESS\R:, (IIOT fR.lCTICl'O. \0-
<br /> 1 1 r2 2 ._._..-~_.--{ J~
<br /> J-; ~' NOW SHELTER DIMENSION TAB E
<br /> L THIS IlRA.,JNCj IS NOT INTENDElI TO BE A FDlItDATION DESIGNl IT IS
<br /> SUIlMIT TED !K. T AS A REfERENCE F~ MINIM~ SUPPOllT REQUIRED ANlI MOOCL 'H' 'O,D,' 'tn." 'L'/ ,-'\ ,,-I-
<br /> AI01ORlNG. SH(L TER SIZE
<br /> ~r e. Tl-E DESIGN r:T Fll.NDATlet;S SIiAlL BE PERrORl€Jl BY A LICENSED ~"'BER HEIGTH BASE BASE BASE:
<br /> \ ENCil1'E:ER OIl ARCHITECT, XPN122~/NR 124,50 140.63 136,11 243.2~
<br /> , ':"I 1 MNlY SITE OONDIT~S .,IU. fR[J4 THE ABOVE. 12' )( 20" XPN1220<J/lfR 129. 7~ 140.63 136.11 243,2~
<br /> .- Tl-E OIGKER PERf'[JlMJNCj FDlItIlATIllN DESIGN MUST REEVALUATE: XPN1220<J I2f'R 129.75 14D.63 136,11 243,2~
<br /> } Ie' . 1\'-10' -J ~. Y' ~ "Emf R\JMiI' ~AO } t FlUlllA TI(Jol ACCClRlI1lG. T, XPN1220<J/2fRlUNl 129.75 14D.63 136.11 243,25
<br /> 12" . U~-lcr Ii' . 11'-8" -J ... SPECUlC FOONIlA TION DESIGN SIOA.D CIlNSIDEll SPECIrIC son. XPN1020<J/NR 124,50 122,63 118,11 243,2~
<br /> Ill' . 10'-2' 00 0VIl ~ Sf Ill' . 10'-2" Ill' . 10'-0" ClNIIT~S, fREEZING DEPTH, EffECTIVE: EQUIPMENT \/E1c;HT, $1(1\/, XPNI0209/lfR 129.7:5 122.63 118,11 243,2:5
<br /> III \lA tH SHIMS FOR BUIl.OlNO 10" )( 20"
<br /> PLAN VIEW ~~~N~~~~ PLAN VIEW PLAN VIEW .,INII. ETe. XPN10209/2f'R 12a7S 122,63 118,11 2432'
<br /> XPN10209/2rRlUNI 129.7:5 122.63 118,11 243.2:5
<br /> GRADE SUPPORI ~iSting Agency Approval )LAB SUPPORT PIERS OR HELICAL ANCHORS (ftJ PRECISION QUINCY CORP.
<br /> 162:5 'vi, lAKE SHORE DR,. 'vIOODSTDCK, Il 60098
<br /> ! PYRAMID1, INC. PHONE' 81:5 336-2675. FAX, 615 336-2960
<br /> These details have been reviewed CUSTOMER. STANDARD
<br /> for conformance with the Florida E UPDATED "-'IND SPEED FROM 110 MPH JPH OS/24/04
<br /> Manufactured Building Act of 1979 D UPDATED
<br /> and adhere to the following criteria. AC 10/24/03 ASSEMBL Y, XP SERIES
<br /> I C UPDATED DIMENSIONS AC 09/30/03
<br /> I Construction Type VB B UPDATED JPH 03/27/03 TiTLE' LIFTING & FDUNDA TIDN RECOMMENDATIONS
<br /> Occupancy ClasSlfication~
<br /> Allowable # at Floors 1
<br /> Wind VelOCitY' 130 m.p.h, REV, DESCRIPTION REQ,BY. BY CHK BY M>PV BY DATE BY' ISCAlE' IORDER II. ID'.IG II. SHEET
<br /> Fire Rating (exl.walls) 0 , 2 hr. ACAD It'XPN60000EflOT SCALE, 1=961 REQ,BYI ICHK I APPV BY, IDATEI JPH 1/8N=l' STD XP-N-60-00-0 2 OF 2
<br /> Floor Load: 225 D.S.!. BY' 01/17/03
<br /> Date of Review: October 14 2005
<br /> I Manufacturer Precision Quincv Corp.
<br /> I High Velocity Humcane Zone. .l!L
<br />
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