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<br />W/ 2-15 AT AU
<br />OPENINGS 4'-0'
<br />~LESSU.N.().
<br />
<br />
<br />2"-0'
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<br />6'-0'
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<br />
<br />~ MEZZANINE FRAMING PLAN
<br />52 SCALE.: 1/8 .. 1 -0'
<br />PLAN NOTE'S:
<br />I. TCP OF A.OCR ELfVATlON .. 111'-Q 1/2"
<br />2. MEZZANINE CEC!( IS 1.0C26 DECK + 2" CONe.
<br />(.r TOTAL) '#11TH 6116 W2.hW2.1 W'Nf. ~1ERED
<br />IN 1HE: 2" CONe. TOPPINC.
<br />3. MASONRY UNms SHALl. BEAR 8" ON 1l1E
<br />WALL t.\Cl-l END.
<br />
<br />~
<br />^~
<br />~
<br />
<br />FLOOR SLAB.
<br />SEEPl.,oW
<br />
<br />
<br />METAL EDGE FORU
<br />
<br />STEtLJCX$T,
<br />SEE"'-'"
<br />
<br />MEZZANINE EDGE
<br />52 SCM.E:.3 4 '" 1 0
<br />
<br />J.4ETALEDCEF"ORI.l
<br />
<br />
<br />""
<br />SJ
<br />~~~?,,~t~'3GwPl.ATE
<br />({)1/2"'I<6"H~EDsruDS
<br />ANCHORS
<br />.;.. JOIST SEARING EL
<br />qJ EL." 11\-4
<br />
<br />CONT. BONO BEA'"
<br />wi (2) 15
<br />
<br />REINF., SEE PLAN
<br />
<br />3 JOIST BEARING OETAIL
<br />52 SCALE:,} 4 ='-0
<br />
<br />
<br />0$11.1, wuo
<br />:5-012"10
<br />Ii.S.S. JOIST .3 16
<br />
<br />CUARDRAll BY OlHERS
<br />
<br />.t.3~~'t4';rCfX'jT.
<br />:'li/~tl<6' H.s.
<br />
<br />G) ~c~:RJ~~~~ _~.UPPORT
<br />
<br />DETAIL
<br />
<br />Jf'o6 'f'
<br />
<br />
<br />L3xJll5/1S"l<CONT.
<br />CONN. BY P.c.
<br />SUPPUER OESlGtlEO
<br />FOAR_600LeS
<br />(SERVICE LO,tl,Q)
<br />
<br />P.c. WALl
<br />
<br />~ TYPICAL DETAIL
<br />52 SCALE: 3/4 "'-0
<br />
<br />L31l3x.5/16x4'-111/Z"
<br />wi (3) 3/8"h6" H.S.
<br />EOO....LLY SPAa:O
<br />
<br />
<br />'"
<br />
<br />'"
<br />
<br />C/oIU WAll 0
<br />OPPOSITE END
<br />flOOR BEAU
<br />
<br />~
<br />~
<br />
<br />@~~3~ .A,~,STAIR OPENING
<br />
<br />CFNF1UI NOTFS.
<br />
<br />BUllOING COOE:
<br />STRUCTURAL DESlGN CONFORUS TO lHE REQlJIREI.IENTS Of Tl'iE
<br />:zooo INTERNATIONAL BUILDING COOE (lee) 'MTH STATE OF
<br />UlIfNESOTA JWENt>>./ENTS.
<br />DESIGN LOADS:
<br />
<br />"""'--Wl!
<br />BASIC 'MNO $PEED (3 SE.COND GUsT}..........
<br />WN/) IUPORtANCE FACTOR. I....
<br />EXPOSURE.... ........ .......,................
<br />INTERNAl PRESSURE COErnCIENTS. CCp;...
<br />IlllOE..l.O&l
<br />uvE LOAD (LL).........................
<br />DEAD LOAD (DESiGN D.L)......
<br />NFl UPliFT FnR IClI!':T DF<;Ir.N
<br />Y/llHIN 8' Of BLDG. PERIMETER.
<br />INTERIOR... ............. .........
<br />
<br />90 l,IPH
<br />,.,
<br />,
<br />%O.IB
<br />
<br />JSPSF""
<br />........... 22 PSF"
<br />
<br />......3PSF
<br />, ""
<br />
<br />ROOF SNOW LOA():
<br />CROUNO SNoW LCMD, Pg......... ................ . . 50 P5'
<br />FlAT ROOF" SNOW LOAD. Pf.. 35 PSF
<br />SNOw EXPOSURE FACTOft, Ceo........ 1.0
<br />SNOW lOAD fMPORrANCl: FACTOR. I . I.D
<br />THERMAL FACTOR, Ct... .. .................... 1.0
<br />.." PLUS SNOW ACCUI.IULAnON AS REQllIREtl BY lac.
<br />CHAPTER 15. SECTION 160B.
<br />CO/J1ID/HAllQN:
<br />1. STRUCTURAl. IolEMBERS INO-UDlNG SLABS, BEAMS. JOISTS.
<br />AND WAllS ARE. OCSIGto'tO r~ "'101 Pl.ACE LOAOS". CCNTRACTOR
<br />SH-'Ll BE RESPONSIBLE roo BRACING. 'MlHOUT OVERSlRESSI"'G,
<br />AlL STRUCTURM. ELEt.l.E1HS (AS REQUIRED AT ANY STAGE OF
<br />CONSlRUCTIOt.l) UNTIL CQUPLElION OF J'tUS f'RIJ..ECT.
<br />FOUNDAllONS:
<br />1. FOOTINGS \'/ERE DESIGNED FOR A t.lAXIIolUIol SOIL BEARING PRl::SSUR(
<br />OF 2500 PSI'". SQIL BEARING PRESSURE SHALL BE VERIFIED PRIOR
<br />TO lHE CONSTRUCllON or lHE FOOnNGS AND REPORT ANY
<br />DISCREPANCIES TO THE ENGlNtER.
<br />CONCREtE:
<br />I. ALL CCWCRS:rr SHALL BE NDRMM. YJElGHT (ISO PCf'.) r,uNIr,lULl
<br />28 DAY COl.IPRESSlVE SmENGlH, AS sPECIFIED BELOW:
<br />FOOTINGS AND FOUNDATION WALLS... ..... 300CI PSI.
<br />stAB 0/1/ GR~....................m'............................... .fQOt) PSI.
<br />2. PROVIDE 3- Cl..EA~ COVER ON BOTTClU AND SIDES FOR
<br />FOOTING RE,lWORClNG.
<br />3. UAX. DISTANCe: 6(l'WE0l 5lA6 OQN7ROL OR CONSTRUC1lO/l/
<br />JOINTS SH"Ll BE (3) TIUES TliE SLA6 THICKNESS (IN tEET)
<br />NOT 10 EXCEED 18'-0. U.N.O.
<br />4. ()(CEPT WHERE OTHERWISE SHOWN, stABS ON Gft'AlJ( SHAtL BE:
<br />&" ll11CK CctfCRETE RElNF"ORCED 'M"TH 5~&-10/10 VoaOED WIRE
<br />MESH OR flBERMESH.
<br />:So CONTRACTOR SHAlL SUBMIT CONCR'C:TE IolIX DESIGNS. ALL
<br />SLAB CONCRETE SHAlL BE 4-000 PSI. '11/ WATER CONTENT RATION
<br />LESS "THAN THAN .50 AND PlASTERaZER ADDEO AT JOB SlTE.
<br />STRUCT1JRM. PRECAST CONCRETt:
<br />1. STRUCTUR"L PRECAST CONCRETE t.lEIolBERS AND THElR
<br />CONNECTIONS SHAlL 8E DESIGNED IN ACCORDANCE IM1H THE
<br />RECc.lUDllMJlDNS OF THE PO HANDBOOK FOR PRECAST
<br />PRESTRESSED CONCRETE. PRESTRtSSED UNITS SHAlL BE
<br />DESlGNED TO SUPPORT 1l-IE DESIGN LOADS AS INOICArm
<br />ABO\'( AND ON f<<XJF PLAN.
<br />2. PRECAST CONCRETE FABRICATOR SHm FURNISH ALL LOOSE
<br />CUP AHGLF;s. \NSERTS AND ~ PLATES IN PRtCAST AS
<br />NECESSARY FOR THE PROPER lNSTAtLAnON or TH! PRECAST
<br />IoIEMBERS.
<br />J. AU. HEADERS AT OPENINGS IN PRECAST TO BE OE:SlCNED AND
<br />fURNISHED BY Pf!ECAST suPPUER.
<br />4. lDlPORARY SHOOING SHAlL BE PRO'ADED BY THE PRECAST
<br />SlJPPUER. GENERAl CONTRACTOR TO COORDINATE THE CONNECTlON
<br />OF" PRECAST PANELS TO THE STRUCTURAl,. Stm..
<br />Il:EINF"ORClNG SlEEL:
<br />1. RElNFQR(;ING STEEL SHALL CONFORl,t TO AST\l (GRADE 60).
<br />2. WEUlED 'litRE FAllRIC SHALL BE NEW BltLET ST(EL, COlD
<br />DRAWN AND CONFORt.lING TO AST\l .1.185 AND A82.
<br />J. BAR SlIPPORTS, llESICIi, OETAlLING, FABRICATION AND
<br />PLACING OF RflNFDRCJ'lG BARS .1.1\10 t.lESH SHAlL BE IN
<br />ACCORDANCE WITH THE; ACl COllE AND DtTAlUNG t.l~UAL..
<br />4. UNLESS NOTED OTHERV/lSE, ALL RElNF"ORClNG lAP Sf'UCES
<br />SHAtL BE oW BAR OlAI./El"ERS OR 12-, lIt-IlOlE\IER IS CREATER.
<br />STE'ELJOISTS:
<br />1. AU. ..rJlSTS SHALL COlolPLY WIn-! TliE SlED. JOIST INSTITUn:
<br />RECQUt.lENDED .COOE 01'" STANDARD PRACTICE FOR STEEL
<br />JOISTS FOR F"AS${tCATION AM] ERECTION..
<br />2. STEEL JOIST SUPPUER SHAll. FURNISH ALL BRACING, WALL
<br />ANCHORS, HEADtRS AND BOTTOM CHORD EXTEtlSlONS, ETC. AS
<br />NECESSARY TO PRO'ADE A COMPLETE INSTAllATlON.
<br />3. F"OR DRAINAGE STEEL HA~ BEEN SIZED FOR Pt'HDING
<br />CONSiDERATION PER IBC SEe. 1&11.
<br />4. tHE JOIST suPPlJER SHALL COORDINATE BRIDGING LOCATlONS W1lH
<br />THE SPRINKLER CONTRACTOR, SUCH THAT THE BROONG IS LOCATED
<br />A WlNWUW OF 1'-0. CLEAR HORIZ. FROM '!ME CENl'E'R UNES OF THE
<br />SPRINK~ HEADS OR 2'-0. ClEM VE.RllCALLY BELOW THE
<br />SPRINKlER DEFLECTOR.
<br />'- PlACEUENT OF WEOiANICAt UNITS & HANGERS suPPORTED BY
<br />ROOF" JOISTS IS SUBJECT TO 1l-IE l'>RIOR APPROVAl OF" 1l-IE
<br />STRUCTURA1. ENGINEER.
<br />STEEL DECK:
<br />1. STEEL ROOf" DECK SHALl BE: f lj.!- . Z2 GA. .f"WE" S-"'DE
<br />RIB DECK- IoIANI)F ACTlJRED AND ERECTED IN ACCORDANCE
<br />Wlfl.l flolE STEEL. DECK INSTIT1JTE.
<br />2. MINIMUM REQUIREMElH FOR ROOf DECK F"ASTENlNG SHALl BE
<br />5/8 INCH PUODLE waDS USING 36/4 WELD PATTERN AND f1
<br />10 TEK SCREW SlDEVJ> FASTENER PER DECK SPAN OR
<br />PRE-APPROVED EQUAL (U.N.D.)
<br />J. STEEL flOOR DECK SHALL BE 1~~:26 CA. CONFQRI.l DECK
<br />MANUFACTlJRED AND WSTALlEO IN ACCORDANCE IMTH
<br />SOl SPECIFICATIONS, LATEST EDlTlON AND I.lANUF" ACl\fRER'S
<br />REQUIREMENTS.
<br />
<br />MASONRY;
<br />I. CONCRETE IIIASONRY UNITS SHALL CONF"ORU TO 1l-I(
<br />REQUIREMENTS 01'" AST\l ego.
<br />2. IolINlt.l.UU COr.I?RESSlVE SfflENCTH OF" MSY. UNITS F'"m 1500 PSI.
<br />3. GROUT FOR HOLl.OW t.lASDNRY UNITS SHAll. HAVE A 2!l DAY
<br />COIoIPRESSlVE STRENClH (): JOOO PSI. AND $olALL BE NORMAL
<br />WEIGHT PEA GRA\EL CCt\ICRrTE.
<br />4. AU. IolASQNRY WAlLS SHALL HAVE HORIZONTAL REINFORCING
<br />F"ABRlCATEtl WITH 9 GAUGE SlOE RODS. THIS REINFORCING
<br />SHALL BE LOCA7ED AT E't'ERy OTHER COURSE.
<br />s. ALL vEAnCAl RElNFORClNC SHALL BE CONTINUOUS 'MTH 48
<br />BAR DIAMETER LAPS AT sPUCES UNLESS NOTED.
<br />STRUCTURALSlEEL:
<br />1. OESlGN, DETAlUNO. F"ABRICATlON AND ERECTlON Of"
<br />SlRUCl\fRAl STEa SHALL BE IN ACCORDANCE IMTH THE A1SC
<br />.YANUAl Of" STEEL. CONSTRUCTION-
<br />2. AlL STRUCTURAL STrEL SHAll CONFORW TO AST\l A.J6 OR .1.572
<br />(AS NOTED). STEEL PIPE SHAll CONFQRIoI TO ASTt.l ASOI OR ASTM
<br />A5J SJ'tfi TUSES SHAll CQNFOFUA TO AST\l A500 - GRADE B.
<br />3. ALL 'IlUDING SHAlL BE DONE 6'1' CERTIFIED WELDERS USING
<br />E10XX ELECTRODES AND SHALL CONFCRId TO AVIS STANDARDS.
<br />4. ALL BOlTS SHALL BE 3/.. DIAMETER. ASlM A32S.
<br />
<br />sPECIAl INsPECTIONS AND TESTING SCHEDULES;
<br />S"ecificotion
<br />SecllonArticl.
<br />1104 4
<br />170.. Ii
<br />1104 5.3
<br />
<br />Report
<br />Frfl.......C
<br />CO!.lPLETION
<br />CD.WPl.ETIOH
<br />PtRlOOIC
<br />
<br />On<:<" tlon
<br />CONCRETE CONSTRUCTION
<br />S1EEl CONS7RtJCTlON
<br />t.lASONRY CONSTRUCTION
<br />
<br />T e of rrm
<br />"
<br />.
<br />"
<br />
<br />A!5$1 ",dFlITTl
<br />
<br />TestfnQSc/l~...le
<br />
<br />1104
<br />"',
<br />
<br />CONCRETE FOUNDAnON
<br />GRAQfHG ot F"lUftIG
<br />
<br />1 SET l00CY
<br />CALL CONT
<br />
<br />"
<br />"
<br />
<br />.
<br />7
<br />
<br />NOTE, A COPY Of" EACH rtf5P(CTTOH REPORT SHALL Sf: SDVT TO mE ARCH/ItCT 4<
<br />ENGINEER OF RECORD FOR THEIR RECORD OR IlE"v1EW.
<br />ACKNOVt\.EDG"'ENTS
<br />Ow""", F1rm'___-Dae:__
<br />Contr-octor.________ rlfm'__ flale'____
<br />Archilect:_______ Firm, LAt.lPERT ARCHITECTS Ilale:___
<br />SER'__~__~_~rll"lY\'~illf!:!.M!j;NCl~J)ol..'_
<br />. S1'_________FIrm:___---Dot.,___
<br />. Si:_________ F'"..m: Oole:___
<br />TA'________f"',...,.,,______-Dole:_
<br />TA:_____ F"Irm: --..Oote,___
<br />F'___________ FIrm' OOtlll:__
<br />F: Firm: 001"'____
<br />
<br />ENGINEER CERTlFlCATION:
<br />I ~EIIEBY CERlU"t lHA.T fIGS I>L.ON,
<br />5P'EClf\CA1IONllfI~rWAl;;
<br />PIlEPNlfl)sY.lltDRUN~ln"lllllECT
<br />~SIONA.NOlHA.TI""/o.!JILT
<br />lJC(tlSEOPROI'ESSIONJ.lDlGltlEER
<br />IRfllERlHEl.I.WSaF1HE;ST/o.lt
<br />aFlIIIINESOT....
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<br />1'162tb1..eo",",
<br />Ne>ooeriQllton.~SSl12
<br />PhoM: 6$1_836_6867
<br />fOIl: 651-636-6lI57
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<br />UIophon,~,"'c..
<br />ProjectDioslqn_BenR.
<br />Drown 6y: ECO
<br />O>~dBy:HE
<br />
<br />Rllllri.ians
<br />
<br />05.14.04
<br />06.18.04
<br />
<br />PREUI.lINARY
<br />'SSUEU
<br />
<br />MEZZANINE FRAMING
<br />PLAN AND
<br />STRUCTURAL NOTES
<br />
<br />Sheet Number
<br />
<br />52
<br />
<br />Project No. 040305-2
<br />
|