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-R~INFORCING STI~L
<br />
<br />-STRUC'nJRAL STEEL
<br />
<br />-MASO~
<br />
<br />OESION LIVE LOADS
<br />
<br /> GENERAL SIRUCTURAL NOTES
<br />
<br />STI~GI'H Of ~TE, R1ALS
<br /> N FOOTINGS F'c = 5000 PSI 0 28 DAYS
<br /> WALLS F'c = 4000 PSI · 28 D~YS
<br /> 5LA~ ON GRADEF~c = ~500 PSI · 2~ DAYS
<br /> PRECAST TOPPtNG F'c = ~000 ~ 0 2e DAYS
<br /> ALL OTHER F'c = 4000 PSi 0 28 DAYS
<br /> EXTERIOR CONCRE~ SHALL CONTAIN 5% TO 7~
<br /> ENTRNNED NE
<br /> ASTM A615, (~ACE 60 EXCEPT PRECAEI OO~,
<br />
<br /> AS~d A,.36, EXCEPT TUBES C~S) ~ A$O0,
<br /> (~M~E B, Fy = 46 K~
<br /> BASEMENT WALLS Pm = ~000 PSI
<br /> ALL OTHER F'm = 1.500
<br />
<br />-WIND 80 MPH, EXPOSURE 'B'
<br />-RDG~ 40 PSF PLUS DRtFT
<br />-STNRS 1 GO PSF
<br />-FLOOR 125 pF:~'
<br />
<br />BUILDING COOE
<br />
<br />-UNIFORM BUiLDiNG CODE, lg94
<br />
<br />FOUNDAllON AND Foo'nNO~
<br /> -k~XIMmJId ~OIL PREEsmJRE USE]) FOR DESIGN: 3000 PSF, GENF_RAL
<br /> CO~ VE):~m~F BEFORE PLACING CONCRETF_
<br /> -SEE SOIL REPORT No. BABX-96-406 PRE-PARED BY BRAUN iNTERTEC. -FOOTINGS SHN. L REST ON NAIURAL UND~'TURBED SOIL OR WELL
<br /> GIld)ED COMPAC'IEO NON-EXPANSNE GRANULAR FILL AT D[FTHS SHOWN.
<br /> -SOILS ENGINEER ~ OBSEE~ FOUNDATION EXCAVATIONS .AND TEST
<br /> DENSITY OF ERGINEERED RLL BELOW FOUNDATIONS, FLOOR SLAB AND
<br /> PAVING.
<br /> -EXCAVATE AND RE]dOVE EXlS~NO TOPSOIL, PAVEMI~IT AND FILL WITHIN BUILD'NO
<br /> -SURFACE COMPACT BOTTOMS OF FOUNDATION EXCAVAllONS WHERE
<br /> LOOSE SANDS ARE ENCOUNI~RED PR!OR TO PLACEMENT OF
<br /> ENGINEERED FILL OR FOOTINOS.
<br /> -CO~ SHAI-L PROVIDE 'TE~iPOI~N~*Y SOIL RETEN~ON SYS~:M DURING
<br /> FOUNDATION CON~TRUC~ON. THE RESPONS~LITY TO PR(~'IDE ~
<br /> WORKING CONDITIONS ON THE; SiTE IS SOLD. Y THAT OF THE CON"~RACTOR.
<br /> -FOOTING ELEVATIONS ARE GIVEN TO '1~ TOPS OF FOOTINGS.
<br /> -WALL FOO'~NGS ARE C~N'~ES ON WN. LS,
<br /> -COLUMN FOOTINGS AND PIERS ARE C~;;TERED ON COLUMNS.
<br /> -PLACE NO CONCRE'~E UN~L ALL REINFORCING ST[EL FOR THE POUR IS
<br /> TIED IN ITS PROPER LOCATIOfl.
<br /> -WALL FOOTINGS TO BE STEPPED WHERE ELD/ATION CHANGE 1 VERTICAL TO
<br /> 2 HORIZONTAL IN VEI~DAL iNCRSI~ENTS OF 1'-4' (MAXIMUM), UNLESS
<br /> OTHERWISE NOTED.
<br /> -EX'~:R~R WALL FOO~INGS SHALL HAVE 3'-6" MINIMUM SO)L COVER FOR
<br /> FROST PROTECTION, MEASURED F~OM BOTTOM OF FOOTING.
<br /> -CONCRETE: FOUNDATION WALLS AND EETNNIN~ W,~d_LS SHALL HAVE WEN(
<br /> PLANE CONTROL JO4NTS SPACED AT 20'-G" D.C. MAXIMUM AND KEYED
<br /> OONSTRUCTION J~NTS AT EVERY FOURTH CON'I~OL JOINT OR BO'-O" o.c.
<br /> blAXIMUId. WHEN APPLICABLE, ALIGN ~ WALL JOINTS WITH ~
<br /> MASONRY CONTROL JOINTS ABOVF- SEE ARCHITEC91JRAL FOR LOC~ OF
<br /> MASONRY CON~ JOIhrlS.
<br />
<br />SLAB ON (~AI)E -
<br />-SLN~S ON GRADE ~ BE P~ IN LANE FASHION. BEE PLANS FOR
<br /> OONIROL AND CONS'rEucrlo~ JOINT DETN[SL
<br /> -PROVIDE A SANO BASE FILL COMPACTED TO A DE~TrH OF NOT LESS THAN 6"
<br /> UNDER SLABS ON GEAOE.
<br /> --I~R TO PLACI,~ CONOREIE, BASE RLL SHALL BE MOISTENED.
<br /> .-tNTE]~KTR EEOOR S~ SHALL BE POURED AFl'ER BUILDING
<br />
<br />NI~FOECED CONCRI~E
<br /> .-CODE FOR RE. IN~ CONCI~'TE DESIGN AND C04'~STRUCTION - A.C.I.
<br /> 318.-89.
<br /> -R~NFORCINO SHALL BE DETAILED IN ACCORDANCE ¥flTH A.C.L DI~rNMNG
<br /> t4N,&IAL
<br /> -WI-I~E REINFORCING BARS ARE SHOWN CON~NUOU~, LA~ BARS 40
<br /> D4Nd~ AT SPLICE, UNLESS OTHE]~VlSE NOTED.
<br /> -PROVIDE SUITABLE WIRE SPACERS, CH,NRS ETC. FOR SUPPOR~NO
<br /> R~INFOEC~NG ~ IN PROP[~ POSII30N WHILE PLACING CONCRE1'~ ALL
<br /> BAI~S SHALL BE '~ED TO ~ DISPLACEMENT. FABRk~.ATOR SHALL
<br /> 5UBMff A OO~PI. ElE LIST OF ACCESSOR~ AND P!..ACtN~ DETNLS
<br /> SHOP D~
<br /> --CN. CIU¥ CHEQRIDE ~ Nor BE ~ IN CONCRETE MIXES.
<br /> -CONC~ BEMdS AND COLUId~ TO HA~ 2' ~ COVER ON
<br /> --CONCRE-'IE W~RK P~cOEMED IN COLD WEATHER SHALL CONFORM TO ACI
<br />
<br /> P~EC. AST
<br /> .-ALL PRECAST CONI~ETE SHALL BE IN ACCORD ~ THE STANDARDS OF THE
<br /> "PRES'IRE~ CONCRETE INSt."
<br /> --ALL P~ECAST CONCR["i'~ ~ BE FARRICA'I'ED IN A PLAN~ CE:ETIFIE]~ BY
<br /> ~ "PR~ CONCRE"~[
<br /> -FLEXURAL MEMBERS SHNJ_ BI[ DESI~NE9 TO ~ ALL FLOOR ~.
<br /> -1HE PRECAST SUPP!JER tS BES~OflSIBEE FOR THE BESIGN, FABRICATION
<br /> A.ND ERECTION OF ALL PRECAST MEMBERS AND THEIR AT[ACHMEN~S.
<br /> -HOLLOW CORE SLABS SHALL BE PROPERLY AJ..~NED BE'r~fl~:N UNI~ BEFORE
<br /> G~OUTINO.
<br /> -,~OL~I' SHALL CONSIST OF NOT LESS 3HAN ONE PANT ~D CE]dENT TO
<br /> ~ PARTS FINE .$NqD, ARD WA'i'~ SU~lEhn' FOR HYDRATION ARD
<br /> Pt. ACEMENT, Pc = 3000 PSI AT 28 DAYS,
<br /> -PRECAST pLANK G~OUT KEYS ~ BE ~ TO FULL DEPTH AND
<br />
<br /> -BLO(I~ ~ BE OPEN END "H" BLOCK, 5TANDARO WEICHT, F'm ~ 3000
<br /> F~ MINIMUM.
<br /> -MORTAR SHALL ~E ~fPE "M".
<br /> -CONCRE'E: Pc = ~000 PSI · 28 DAYS, SLUMP 6", 1/2" MAX. SIZE
<br /> -R[BAR ~RADE 60, SEE PLAN FOR V~RT~ REINFORCING ,AT~ !,NSIDE FACE.
<br /> GOaL TO FOO~NO W~ ~ VE.~ X ~'-2" LONG · ~ -0 ~'~T.
<br /> -BEFORE pU~:~ING I'~ILL AGAINST WALLS, WALLS SHALL BE
<br /> FIRST FLOOR FRYING.
<br />
<br /> REINFORCED 14AS~
<br /> -CONC~E'E: GROUT CORE]~LL FOR VEf~CALLY REINFORCED MASONRY WALL~
<br />
<br /> (F"cF"C = 2500 PSII). SLUMP ~ 6" -8'"MAX. ,, ,
<br />
<br /> ~IUM CHLORIDE SHALL NOT BE USED IN
<br /> -SUPPLY VERTICAL R~]NFORC~NG (N 4'-0" PLUS 40 DIA. LENGTHS FOR
<br /> LAP.
<br /> -WALL COflSTHUCT~)N FOR R~NF'ORCINO BARS ARD INSULATION Fill WHERE
<br />
<br /> -ALL MASONRY WALLS SHALL BE R~INFORCED AS DE'TNU~ ON DRAWINGS
<br /> ~ NOT LESS 1~ 1-~5 V~RT1CAL AT EACH ~gDE Of' ORENJNOS,
<br /> OORNE~S. I~NS OF WALLS AND ~ SID~ OF CORTROL doiNT$.
<br />
<br /> GaLVANIZ~ STANO~ WT. R3HT g GA, "OUR-O-'~" OR EQUAL. ALL
<br /> REINFORQNG SHALL BE LOCATED ~ 2ND COURSF_.
<br /> -SEE ARCHII~CTUIUL FOR LOCATION AND DETAJL OF* VER11CAL CONTI~
<br /> dOINTS.
<br /> ---B[TORE PLACING FI~ AOAINST WALLS, WN./.S SHALL BE CAPPED
<br /> FiRST FLOOR I:I~MING.
<br /> -SOIL MATERIAL AG~NST WALLS S~ALL BE FREE GriNNING GRANULAR
<br /> COMPACTED FILL.
<br />
<br /> -COBE FOR SIRtJC~JBAL SE:EL BESIGN, FABRICATION AND ERECTION,
<br /> A.I.S.C. 9TH EHTION.
<br /> -ALL BOLTS SHALL BE: A.S.T,M. KS25, .3/4" MINIMUM DtNdETER
<br /> 'N" UNLESS NOTED OTHERWISE MINIMUM THICKNESS OF CONNEC~ON
<br /> ANGLES ~ BE ~16 INCH.
<br /> -BEAM WEB COPES, W'HE]~E: REQUIBED, SHALL BE ~ A 1" MtN. RADIUS.
<br /> -NJ. UNTnq BEARtNG ON MA.$ONBY SHALL HAVE MINIMUM OF D"
<br /> -S~,. E~ECTOR SHALL PROVIDE THE NECESSARY BR~,CING DURI~ E~CT~
<br /> ~N~L ALL ~'EEL IS PI.UMBED AND SECURED.
<br /> -WELDING SHALL COMPLY ~ PddERICAN WELDING SOOIE-Pf "S~RUCTUR,4L
<br /> WELDIN~ CODE - STI~-L" AMS Dl.l-g2.
<br /> -WELDING EI..EC~RODES: E-TO XX OR AS OTHERWISE NO[ED.
<br /> -VE. RIFY THAT CERTIFICATION OF WELDERS IS NOT tdOBE THANONE YEAR
<br /> PRIOR TO TIME WELDING WORK tS PERFORMED.
<br />
<br />, STE, EL JOISTS
<br /> -COD[ FOR $'fE~,_ BAR JOFJT DE~ION, FABRIDATI(h'~ ARD EREC~ON - S~}EL
<br />
<br /> JOI~ SHALL BE IdANUFA~RED BY A MEMBER OF THE
<br /> -THOROUGHLY CLE~ AND SHOP PRIME JO~ N:'~:R FABRICATION, SJI
<br />
<br /> -PROVlBE JOISIS WffH STANDARD CAMBER.
<br /> -PROVIDE CEILING EXTENDERS ON ~EL JOISTS IN ALL AR~ WITH
<br /> FiNISHED CE]UNGS.
<br /> -BAR JOISTS SHALL BE REID WEL~--D TO SUPPORTING ~
<br /> -ALL BRIDGING MEIdBERS SHALL BE ~ OR BOLTED TO THE JOISTS
<br /> CHORDS.
<br />
<br /> 1" X 1" X 1/B" MINIMUM. ROOF JOIST BRIDGING SHALL BE HORtZONTN~
<br /> ~ JOIST BAYS DIAGONALLY BRACED AS SHONtN ON PLANS.
<br /> -JOIST CHORD~ ~ NOT BESJGNED TD SUPPORT CONC~'~D LOADS
<br /> ~ PANEL POINT~. SEE DE~NL 10/~4- FOR JOIST REINFORCING FOR
<br /> LOADS BEqWEE~ PANEL POINTS.
<br />
<br /> -SEE PLANS FOR METAL ROOF BECK. DECK £REC~ON SHALL SATISFY MINIMUM REQUIREMENTS PUBLISHED BY THE S.D.L
<br /> -ROOF DECK SHALL BE MANUFACTURED FEOM COLD ROLLED, CARBON STEEL
<br /> SHEETS CONFORbltNG TO ASTM A611, GRADE C.
<br /> -DECK SHALL BE PHOSPHATIZED AND (:;PEEN ONE COAT OF MANUFACTURER'S
<br /> STANDARD RUST iNHIBmVE ENAMEL CONTNNING AT ~ .~ RUST
<br />
<br /> -SEE ARCHI~CTURAL FOR AComONAL FiNISH REQUIREMENTS.
<br /> -DECK SUPPLiE~ SHALL INDICA~ PLACING SEQUENCE AND ANCHOP~ ON
<br /> SHOP DRAWINGS. SEE DECK ANCHORAGE OET. NLS.
<br /> -NO MECHANICAL, ELEC~ EQUIPMENT OR OTHER LOADS SHALL BE
<br /> SUPPOR~O OIRSC~Y FROM METAL ROOF DECK.
<br />
<br /> -CONTRACTOR SHALL NOTFY TYE BUILDING OFFIC~ WHEN WORK &$ RF~Y
<br /> FOR REQUIRED INSP[C~ONS BY THE BUILDING OFFIC~ IN ACCORDANCE
<br /> ~ 1994 UBC SECTION 1701.
<br /> -PE]~IODIC SPECIAL INSPECTIONS SHNJ. BE MADE BY A QUALIFiED TES~NG
<br /> LARORATOBY IN ACCORDANCE VI1TH '~£ PROJECT SP~ClFICA~ON (SEC~ON
<br /> 1/,10) AND 1994 UBO SEC~ 1701.6 AS FOLLOV/S:
<br />
<br /> MOISIURE MAXIMUM SOIL BD, ISTIY, F1ELD BENSITY
<br /> ACCgrFANCE 1ESTS,
<br />
<br /> ~-,~E ~ (~O~T~ s~)
<br /> AGGR~E TESTS, MD( BESIGNS, COMPRESSIVE[5~,
<br /> SLUMP, AND AiR ENTRNNMD~T.
<br />
<br /> RSJNFORCIN~ ~ - (SP~FICAT~ON SEC~ON 32OO) M~LL
<br />
<br /> ~NFORCED MASONRY - (SPEOIHCA~ON SEC~ONS ¢1CO.~220)
<br /> DESIGI~ TO ONE-HALF OF ALLOWABLE
<br />
<br /> STRUCTURAL STEEL - (St~:ClFICA~ON SEC~ON 5100) VISUAL,
<br /> RADIOGRAPHIC ORUL~ONIC WELDINSPECTIONS, H~H
<br />
<br /> INSPL'COONS.
<br />
<br /> GENERAL NOTES
<br /> -VERIFY NJ- ARC~TECTUBAL, MECHANICAL AND ELECTRICAL OPENINGS FOR
<br /> ~ZE, LOCATION AND NUMBER IN THE STRUCTURE WITH ACCOMPANYING
<br /> PLN~.
<br /> -THE STRUCTLIBE SHALL BE ADEQUATELY Bg, ACED ANO SHORED DURING
<br /> ERECT~ AGNN~ WIND AND ERECTION !-GADS. STRUCIURAL MEMBERS ARE
<br /> DESIGNED FOR "INPLACE' LOADS.
<br /> -THE STRUCTURAL I~INEE~ IS NOT PESPON$1BLE FOR THE MEANS AND
<br /> METHODS OF CONSTRUCTION, NOR FOR THE S~ ON THE JO~IiN~, A.NO
<br /> THAT THESE RE:SPOflSBILmES ARE INTENDED TO BE AND TO
<br />
<br /> -PRIME CONIRACTOR SHALL REID ~ERIFY ALL ~ISTING DIMENSK)NS AND
<br /> CoNDmONS pR~IR TO START Gr CONS'IRUC~ON. NOTIFY CONSTRUCTION
<br /> blARAGEE OF ANY D~PANCIES ~ CONTRACT DOCUMENTS,
<br />
<br /> , NOTE
<br /> -ca~N METAL D~< AND ~ ~ST ~A~SPEaFI~D IN SECTIONS OSweGO
<br /> AND ~IG TO BE PROV~ED BY O~E~ (~OUS~-~ ^WARDED
<br /> CON~TOR SHALL UNLOAD AND INSTALL ALL METAL DECK AND BAR
<br /> MATERIN_ STEEL CONTRACTOR SHALL PROVIDE ALL DECK BEARING ANG!..~,
<br />
<br />Tushie
<br />A/Iontgom ery
<br />ssocia~¢s
<br /> Inc.
<br />
<br />5500 Edinborough ~ay, i~o01
<br />~nmapofia, A~innesota 554.55
<br />612-850-8208 fax 8.,30--8215
<br />
<br />~75 University Ave~ le,t
<br />$~ 140
<br />8L Paul, lin 55114
<br />612/844~2~00
<br />
<br />/ /97 RE~ NO. 0052
<br />
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