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<br />2. TYPICAL SLAB SECTION
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<br />TYPICAL PIER SECTION
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<br />6, HELICAL ATTACHMENT
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<br />!:Hill ...lli I'l.AS'T1C SHIllS FOR B1JIlDING
<br />TO A IT AI'! UNIFORl/ BEARING
<br />BY BUIlDINCl O()IlRACTOR.
<br />
<br />t
<br />
<br />12" . 11'-10"
<br />Ill" . 10'-2'
<br />
<br />PLAN VIEW
<br />
<br />GRADE SUPPOR
<br />
<br />........ Listing Agency Approval
<br />~ PYRAMID1, INC.
<br />
<br />These details ha ve been reviewed
<br />for conformance with the Florida
<br />Manufactured Building Act of 1979
<br />and adhere to the following criteria.
<br />
<br />Construction Type VB
<br />Occupancy Classlfication:~
<br />Allowable # of Floors 1
<br />Wind Veiocity- 130 m. D. h.
<br />Fire Rating (ext.walls) 0 1 2 hr.
<br />Floor Load' 225 DSI.
<br />Date of Review: October' 4 2005
<br />Manufacturer: PreCISion Quincy CorD
<br />High VelOCity Hurricane Zone J:!L
<br />
<br />1/2" J-Bll. T HIH.
<br />CAllMl,"Pl..AT[~~
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<br />HELICAL ANCHORS
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<br />SUPPORT
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<br />BY OTHERS
<br />TYPICAL 2-BEAM SECTION
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<br />r 1/4114 <BIl" DC MAXIIOO
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<br />BU" OINQ F'ClJNOA 1lON AND ANO+<RINQ NO~
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<br />,. WORI< SI1All et: 1M ACO:lRDANCE ...tH LOCAl. CODES, SAftTY REClUl,A 1ICNS AND
<br />UIUSS 01HER\lISE NOTED. lHE LATEST RE'llS1Qi4 (:I AQ 318, '!IUILOCNCl COOE
<br />REQlJIRDIOIlS FOR RElNfOACED CCNCR[TE". PROCEDURES FOR lHE f'flOlEClIOH (:I
<br />~#'m~ AND UlIUTIES SI1All BE ESTASUSG PRIOR TO FOUNOA1ICN
<br />
<br />2. CONCRE'll: IlAltRlAl.S SI1.1l.1. ~ TO lHE Al'PRa'RlA'll: STAlE REQ\.lR(I401lS
<br />FOR EXPOSED STRIJCTVRAL CONCRE1&
<br />3. PROPQATIQlS (:I CONCRE'll: lilAIDlIALS SHALl. BE SUlTASLE FOR lHE INSTNl.A1ICN
<br />loIE1HQO UWlED AND SI1.1l.1. RESlII.T 1M 0UIV3l.E COHCRE'll: FOR ~STAN<% TO
<br />LOCAl. ANTIClPATED ACCRESSI~ AC1ICNS 1HE OURAlllUTY REQUlRDIOIlS (:I AQ
<br />31' CliAPn:R 4 SHALl. et: SATI3'1ED BASED ON 11*: CONOt1lCNS EXPECTED "T tHE
<br />511& AS A IIINMJII, ALl. CX>>ICAE'll: SHALl. llE\aOP " IIlNlhM.1 CQlPAESSl\IE
<br />SlRENG1H (:I F'c - 3000 P,5.L "T 21 DAYS lESTJoICl UPUSS NOTED OtHER\lISE ON
<br />ORAWANGS.
<br />
<br />4. ~~M~ ~~~CAC: :t}-THItl~l,r ~~~~JJ~ ~TASLE
<br />El[nIlEEH RElNFORClNG.
<br />S. Al.L RElNfORClNG STEa SI1.1l.1. et: 0Ef0Rl0lED AND CXlNFQlIj TO "THE REQlIIflOIDITS
<br />(:I A$T\I-A-el' ~ eo. AND llE OETALED IN A<X:a'lOANCE ...tH AQ-311
<br />UNlESS OTHER'lISf: HOlW.
<br />
<br />a. WEl.DCNG IS P~IITED OM RElNFORClHQ S1Ul. AHO EUlIEDWEK~
<br />
<br />1. '/ltlDED lIIRE FAlIRlC FOR CONCRElE SHALl. CONFQlIj TO A$T\I-"-1e5.
<br />a. IIllflol'Jll CONCRE1t C(M;R FOR RElNfOACOlDlT SHALl. Ilt: 3 INQO UtUS$
<br />OlIlER...SE NOTED.
<br />t. COHCRE1E ~ F1lOIol TOP (:I FOUI!OA lION TO ENDS " IOTlCAI. AEiNFoAC:OIOIT
<br />ltI.Il.I. .NOT EJ<<;U:Q 3 INOiE$ NOR BE ~ 1HA/iI 2 tlCHES.
<br />10. ~ SP.o.a:R$ SI1All. BE "TTIlOlED 1N1tRlIlT1EN1\.Y TO REH'alCDlDI~ TO
<br />1N9JRC 'S' 1Itt1llUll' 00'.tIf FOR .\LL RElMFoAC:OIOIT,
<br />11. GE:NERAI. CONlRAClaI SH.t<.L O€a< ...tH AACHlECT'JMI. IlUII..lltIQ AHO
<br />El.EC;~ DAA~~ fOR 0PQj1N~ 9.EE'oQ. ~ K~ ANO 01HEl!
<br />110IS REUTED TO ~TE. WQRI( NlO ltI.Il.I. i,$SWE FUll. RESPONSIilIUTY FOR
<br />THE PRa'ER l()(;A lION IlEf'ORE f'V,ONG CCNCR[]E.
<br />12. All. ~lE SI1.1l.1. BE ~llAATEO.
<br />13. ~~~STEa~~~CP,,~~cJ.~ SK.Il.I.
<br />NOTIfY NlCHIlECT~ 4S IfOURS ElEFOM: PlAONG ~
<br />14. O()IllUCTOR 5KAU. 9JlMT RElMFORClHQ $TEfL SQ'. ORAlIIH<iS FOR N'PfIOVAL
<br />BY NlCHI'ltCT/'ENQNEER.. 1liE. SI1<J' lllIA'/II'lGS 5KAU. BE SUlllITiED III '!liE C-FORl/
<br />(:I l'iI'O (2) EUJElM: PRIN~
<br />IS. ~ SI1All. BE SAIolPlE TESTED ANO TESTS SUfIIl!TTED '" A<:cOADANCl!: "TH
<br />~~. ANO C-Jt. THREE ClUNOERS SHALl. et: TNIEK FOR EAQi DAr;;;OOHCRElr(.
<br />
<br />1 ,. READY lIIX O()ICRETE. SH.Il.I. BE IN ACOOACAN<% ...lli !.$1ll-<:- g";
<br />11. ~8Nl~"~~~~ PRO'YIDE TWO (2) ,....,'-a" za.TAl.
<br />
<br />111. tHE BOTTQl (:I' THE FOOl'IOA lION IIA Y et: PlACED ACAJNST UNOiST\JRBEDr: ~
<br />o<<:AVATED IlAltRlICI, EXCEPT tHAT O()ITAlNlNO 0llCANICS, IlAY Ilt: PlACED
<br />S1RUC1\IRAL BACKfU TO BE COllI' ACTED IN , INQi lilAXIIoIUW LA '!Dl$ TO i (:I .....
<br />lil.'J(!lIJIj DRY DENSITY AT CPTIIiIUW IIOISTUIl! CONTENT IN AC<XlRDANCE II "~
<br />ASlliI Deil. D.CAVA.TED. IIA. ~ CONT~ING. ~A/lJC$ lIUST BE'iiP OED 1II"lH
<br />OIGII'fEERED SOl. TO BE USED AS STR\ICT\IVL B~ lilA ltRl~ , J
<br />1.. CONSTllIIC11<lH PRO..ECT lilAMOER SK.Il.I. BE NOTIFlED HO ~ liiOl.d ' ~
<br />4S HOURS 1M /'DVANCE (:I O()ICRElE POURS !.NO SHE1.n:R Pl.ACOoIEK'l /.. ~
<br />20. SI11I1 iII'f'll<lPRlATaY TO IN~RE AN E'oOl AND EQUAllY lOADED ' ~ -
<br />21. ANQ..[$ FOR ANQiOAINQ f'flO'r1OED uPOM REOJESl. \()- ~O<
<br />
<br />~
<br />
<br />\--V,J ~
<br />
<br />~
<br />
<br />SHELTER DIMENSION TABLE
<br />SHE:L TER SIZE MODEL '11" 'O,D.' 'I,D.' 'V
<br />I'fJIoIBER HEIGTH BASE BASE BASE
<br /> X?N1220~/NR 124,50 14Q.63 136,11 243,2~
<br />12' )( 20" X?N12209/lfR 129. 73 14Q.63 136Jl 243.2~
<br />X?N122O<J/2FR 129. 75 14Q.63 136.11 243,25
<br /> XPN12209/2fRlUNI 129.75 140.63 136Jl 243,25
<br /> lCPNI0209/NR 124,50 122,63 118,11 243.2:5
<br />10" )( 20' lCPNI020~/IfR 129.73 122,63 118,11 243,2:5
<br />lCPNI0209/2FR 129.73 122,63 118,11 2432:5
<br /> XPNI0209/2fRlUNI 129.73 122.63 118,11 243.25
<br />
<br />1M
<br />
<br />PRECISION QUINCY CORP.
<br />162:5 IJ. LAKE SHORE DR" IJOODSTOCK, IL 60098
<br />PHONE' 61:5 338-2675, fAX' 615 338-2960
<br />
<br />E UPDATED 'WIND SPEED FROM 110 MPH
<br />D UPDATED
<br />C UPDATED DIMENSIONS
<br />B UPDATED
<br />REV, DESCRIPTION
<br />
<br />ACAD #,XPN60000E!PLOT SCALE' 1=96 REQ,BY'
<br />
<br />JPH OS/24/04 CUSTOMER! S TAN D A R D
<br />:~ ~~~~;~~ ASSEMBLY' X P S E R IE S
<br />JPH 03/27/03 TlTLEI LIFTING 8c FOUNDA TION RECOMMENDA TIONS
<br />REQ,BY, BY CHK BY I'ifV BY DATE BY' ISCALE' TDRDER "1DIJG '1
<br />BY, !APPV BY' I DATE' 01117/03 JPH I 1/8#=1' I SrD I XP-N-60-00-0
<br />
<br />~~-
<br />
<br />.ttLOO"
<br />V
<br />
<br />ICHK
<br />
<br />t
<br />
<br />-
<br />
<br />'- I-II(AM
<br />- "'- UPCRT
<br />IY D~RS
<br />o
<br />8, BEAM
<br />
<br />FOl)NDATION DE.SIGN DATA,
<br />l'DDEl 0CAlI LOAD ~UYJo~ SICl~1.!lAII TOTIIl.
<br />tOlBl:R caJIlDING \I[I(iffi <EQUIP, \I[I(iffi eo PST LIS.
<br />
<br />iIII l ~
<br />IfR S. ".:lOO LIS, 18.<\00 LBS. ",4,"
<br />
<br />~~ :~ "- i~';
<br />
<br />==~ :'~oo"- ~3,300 LBS. 16,OOG Ln. ~
<br />Xl'NI0209/2F1VlM 1,600 "- 1''ji0
<br />ANCHORING DESIGN DATA,
<br />
<br />pw(. \J'UFT PEIl SIDE COf'TT 1IUIlDING. 130 _ "'IND> . 9.eoo liS.
<br />pw(. IOlIZOHT Ill. DRAG FORCE (CHPTT BUlUJING, 130 HPH \/IND.l . U,ZQO
<br />LBS.
<br />
<br />MIClIm/i TKIS DAA\fIHG SHll\IS SUPPlJlT FOIl:
<br />fWl;-1.!lAII (81.6:10 LIS).
<br />-Sf AHDARII seD.. CAPIICITT CONSIDEREJ)
<br />.ZQOO PST - VERTICAL BtAAING CAPACITy,
<br />.~ I'7I1T (7 DEPTli. pw(. 1000 PSf' IEl ALLlNAlllE fOllZOHT Ill.
<br />PRESSURE, (NOT FRlCTItM.
<br />
<br />I<<lTtJ
<br />L nus llAA'o'!Nlj IS l<<JT INTEKOCD TO lIE A FlI\J'lDATIOM IUlGNJ IT IS
<br />SUIII4ITTtD [J(. Y AS A REFERENCE F~ HlNlMlIl SlJPPlJlT REQUlRED ANlI
<br />ANCHIlUHG.
<br />
<br />i!. TIC OC$lGH (:I FO.MlATJ~ SHALl. lIE POlFllRMED BY A LIa:NStD
<br />tNGIIElJl CR I'ol101ITtCT,
<br />
<br />3. ~ SITE C(J'lDITI[J>I$ ...Ill. fROM THE AllllVE.
<br />THE 0lGINEIJl PCRF[JlH!Nlj ftUfllATIllN OCSIGN HUST REEVAlUATE
<br />FCLtlllA TJ[J>I ACClJlIJIIG.. y,
<br />
<br />4. $PECInC nJUNllA TJlI'l OCSIGH $l-OJl1l CllNSIOCR $PECInO SOD..
<br />C(J'l])ITIOMS, fREEZING DEPTH. EFFECTIVE [QUIPI4ENT \lEIGHT, SICl'o',
<br />"'lNlI, ETC.
<br />
<br />SHEET
<br />20f'2
<br />
|