|
lA
<br />NOTE 5t ATI ELEVATIONSREFLEGT E0 UN THE CONTRACT DOCUMENTS WERE
<br />ESTABLISHED BASED UPON THE ASSUMPTION OF STANDARD SJI BAR JOIST SEAT
<br />DF PIERS TIIEFPJALFABPICATEOCFPTHSOFTHFBARJOIS-SFATStiUSTRF
<br />CONFIRMED (BYTHE GENERAL CONTRACTOR. THE CONSTRUCTION MANAGER
<br />ANOTHE STRVCTURAL STECI. SUB -CONTRACTOR) FOLLOWING CONSULTATION WTH I
<br />- -AS LUST SE COMPLETED -H MA
<br />DFTAIIATGNISPERICATINGANDEENSTR I KR E 6A
<br />PR NOR TOFINALE BAR JOISTS
<br />FABRICATING T EL CONSTRUCTION COORDINATION
<br />ONESELTUt EDI
<br />URE
<br />UPON WHICH THE BAN JOISTS ARE SUPPORTED. THIS GOORDNAT+Oft IS REUU WED IN
<br />. ANY
<br />ORDERUE ANYPOTENTIAL CONFLICTS iN BEARINGHIGH ELEVATIONSAND
<br />ADJACENT F AMINO WHICH MAY RESULT FROM THE USE
<br />COB NON
<br />ANRABMISALIGNMENT OFARJR M
<br />OF NOtJ5TAN0AR0 FABRICATED BAR JOIST SEAT DEPTHS.
<br />N
<br />Ai fr A I SALE AND EN CONSTRUCTION T
<br />3. ALL SI RUCi URAL STEFI VA3kK SHALL BE DET lEU D
<br />MACCOR ALTUADAINCEWOW WITH THE FOURTEENTH EDITOR CF THE& 5C STEE{ NS'ANDD
<br />MANUAL WTH THE'SPEGfFIC'ATION FOR THE OtSICGN OF STEEL BUILDING S' AND "CODE
<br />OF STANDARD PRACTICE FOR STEEL OtBI O)NGS ALD BRIDGES'.
<br />2 A ATE, ROLLED WIDE yTEESHAPES SHALL CONFORM TO ASTM
<br />SPECNF:CAT3NA-992Ty-%KSUNLESS
<br />NOTED OTHERWISE '.
<br />D ALL OTHER STRUCTURAL STEEL SHAPES& PAATE S HAIL CANFORMTO ASTM
<br />:. t T D UTHERWISE.
<br />S('tCEf ECAfDN A-572 fHV=50KS RiN ,ONCE S:i NO E
<br />3_ ALL ROUND LESS STEEL PIPE COLUMNS SHALL COtIFORM TU AST. M SPECIICATIOIN A501
<br />(Fy-36KSOOR ASTM A 53, TYPES E OR S. GRADES (Fy-351I
<br />N. ALLHBE IT.S.)STEEL TUBE SECTIONS SHALL CONFORM TO ASTM SPECIFICATION A-50C
<br />GRADE R (FY=NIP KSD
<br />NO'E ALL FASTENERS AN V MATERIALS USED FOR WELDING OR OTHER
<br />CONNECTIONS OF STRUCTURAL STEE FRAMING MEMBERS AND COMPONENTS
<br />SHALL BE OF DOMESTIC MANUFACTURE LIKEWISE ALL MATERIAL S USED N
<br />THE MANUfACTURNNG PROCESS OF CONNECTION- COMPONENTS SHALL BE
<br />FR00. I ADOMEX' IC SOURCE
<br />5. ALL ANCHOR BOLTS SHALL CONFORM TO. ASTM SPECIFICATION ADO IFy=36 KSI), IFv=.ITT
<br />KS 11,(u. N.OJ
<br />-o AL 1. STRIICTURAJ CONNECTION BOLTS SHAI 6E CONFORM TO ASTM SPECIFICATION A-
<br />325IFu=12C•KRA) E,UN0I
<br />,. 'HSA'Hl,AUE9 SIUDANCHORS SHALL BE MADE FROM COLD FORMED BAR STUCK
<br />CONFORMING TO ASTM A100 GRADES 1010 THRU 1020 INCLUSIVE AS MANUFACTURED
<br />BY NELSON STUD
<br />Ef PAINT UN FAB SHUPIAL STRUCTURAL STEEL EXCEPT FOR SURFACES I O BE
<br />EMBEDDED IN CONCRETE, FIELD WELDED. OR COVERED WITH SPRAYON ERE -
<br />N t WITH SSPC-PR1 SHIP FIELD A D
<br />PROOFING APPLY PAINT Ih. ACCORD T CE
<br />AWNIMUM DR PANT THI APPLY PANT IN SUFFICIENT COLUMN OR THA TO PROVIDE
<br />A AItN t UM DRY FILE THICKNESS OF AT LEAST ? MNlB SLIT NOF h10Rf TITAN A A11:_ S.
<br />PREPARE
<br />STEEL SURFACE 114 ACCORDANCE W' H SSPC SP3 POWER 1UOL CLEANING
<br />AIRY METHOD IN CONFORMANCE WITH SSPC SPECIFICATION OF HIGHER QUALI -YTNAW
<br />US I ED WILL EE ACCEPTA11tE.RT THE CONTRALfURSOPHUN. WHEELAMATORMAY
<br />SURFACE IS
<br />PREPARATION FSTEELSURFACF PROVEOCH-URESULTANTP
<br />BE USED FOR0
<br />i TOIIC.H-LIP PAINT IS
<br />REQUIRED
<br />E AT : RESPECTS TO THOSE OF ALL FIE FEEL ITT
<br />REQUIRED PR!IANGFGT PhNTNG OF ALL F£!DWELDS IS REQUIRED AFTER
<br />COMP; FT ON OF INSPECTIONS
<br />9 ALL STRUCTURAL STEEL HAVING EXTERIOR EXPOSURE SHAH. BE MOT DIP GALVANIZED
<br />UNLESS OTHERWISE INDICATED -
<br />NU7E AL -RE -ENT RANT CORNERS SHALL BE SHAPED NOTCH FREE TUARADAS
<br />FOR HOT DIPPED GAT. VA141ZET) STEEL THE RADIUS SHALL 6E 12-MINIMUM AND :
<br />SHALL HE FINISHED SMOOTH BY GRINONG.
<br />10 FADRICATOR'S OUALIFICATTONS'
<br />THE RICAJ INSTITUTE OF
<br />S ' F4NSTRUCR HAL BECERTIFIED FI .EASE A .LEE.. S
<br />'! REQUIRED
<br />PRO RASfOR rANST RUCITON AC ]UAL TY CER I`ICA G STEEL ( )
<br />CODE, APROVEDSTEEL BUILDINGSlSDFi ILIAl AND IF REQUIRED FABRICATOR THEILDING
<br />SODE ULTRA ONICA LYI S ECTIOFFCAL tNOMPLETEENETRIO
<br />SHALL ULTRASONICALLY it: SPELT IO(No OF THE COMPLETE PEN ETRAT10fJ '�
<br />WIFECIS
<br />T TIFICAT' P G.RAM TC- TITLED YTMEASC QUALITY CER. ION RO
<br />B FABRICATORVE A .CR B
<br />N R AND FABRICATED STEEL TESTED AND
<br />SHALL HAVE FABRICATION PROCEDURES FA A D
<br />WSPfCTED5YA4 INDE PENDENTTESTINO AGENCY PAYMENTOTTHESE
<br />TESTS AND
<br />INSPECTIDNS SHALL BE BY THE FABRICATOR. TESTS AND
<br />Y T1F:ED WELDING
<br />INSPECTIONS SHALBE PERFORMED By STRUCTURAL
<br />R O' T TURA STEEL ILA THE PROJECT
<br />INSPECT CR6 PRIOR E INSPECTED
<br />Y F S RUG TE L
<br />SUBMIT COPIES OF THE INSPECTION REPORTS TO THE STRUCTURAL
<br />THIS NSPFCTION 1S TG ENABLE TIIF
<br />ENGNEER. THE PURPOSE C t
<br />O THE L 3S
<br />T T P TI (AGENCY T,E WITH
<br />THAT IN GENERAL ESTEE EB {NGiNS EC 0
<br />WTH THE CONTRACT DOCUMENTS .4
<br />MINI,
<br />I IN G FABRICATED IN ACCORDANCE EWEEK
<br />Rt INI.EUILED ONETRIPEARLY WEEK OF
<br />THE FIRST TRIP SHOULDR
<br />ENO
<br />IN THE EARLY STAGES OF FABRICATION A 4 CONTACT STRUCTURAL
<br />ENG WEER PRIOR 101NRULL INSPECTION 'TESTS AND INSPECTIONS SHALL
<br />INCLUDE THE FOLLOVAh r-
<br />EXAMINE MILL TEST REPORTS A.ND`JERIFYTNAT MATERIAL BEING USED,
<br />I.S THE SAME AS THE MILL Tf ST P.FFORTS
<br />2 REVIE:NTHF. FABRICATUR'S WR7TF4 WELLDINGPROCEOUR ES 'i ERTY I
<br />I HAT THE FABRICATORS WELDING PROCEDURES ARE BEING
<br />FOLLOWED VERIFYT WELDERS ARE CERTI
<br />FIED WITH CURRENT
<br />PARSA1ND THATTHEYOEMONSIHATE PROPER IECHk WVtS.
<br />3 OBSER`JFHKGHSTRENGTI160L TINGPROCEDLIRCS VERIFYTHATSHOPI,
<br />NSTALLAT ION Uf HIGH STRING T H BDLTS CONFURM TO AfSC
<br />SPECIFICATIONS
<br />N EXAMMEJOWT PREPARATION FOR COMPLETE PENETRATION JOINTS
<br />ULTRASONICALLY INSPECT III OF THE COMPLETE PENETRATION
<br />WELDS
<br />EXAMINE FILLET WELDS FOR PROPER SIZE, PROF LE. THROAT
<br />POROSITY AND END RETURNS I
<br />IT CXAMMESTEF:. M£MBFIJSFORLAMELLARTEMNNG SPOTCHECK,
<br />DIMENSIONS AND HOLE SIZES
<br />11 EXAMMFIFBOLTEOAREAS FOR BURRS.
<br />0 TESTNO MID INSPECTION RESULTS MADE WITHIN 12MI PRIOR
<br />10 THE Si AR I OF THIS CONSTRUCT ION MAY BESUBMR [ED AS PROOF
<br />OF OUN ITY VERITKATION
<br />11 ERECIOR'SOUAUFCAIIQN
<br />A ERECTOR SHALL BE EXPERIENCED IN ERECTING STRUCTURAL SYSTEMS
<br />SIMILAR IN COMPLEXITY TO THIS PRO IFCT AS EVIDENCED By 10 COMP! I
<br />PROJECTS
<br />B I ECTOR SHALL HAVLA MINIMUM OF : YEARS EXPERIENCE IN. THE ERECTION
<br />OF STRUCTURAL STEEL OR IS AN ASC CERTIFIED ADVANCED STEEL ERECTOR.
<br />12 ALL BOLTED CONNECTIONS SHALL BEA-32S-TYPE N (LINO, TIGHTEN ING OF BOLTS TO
<br />BE DY AiSC'TIIRN OF THE NUT' METHOD OR APPROVED DRECT TFNSION NDGA'OR
<br />T' T f' I CONNECTIONS SHALL
<br />CO FO MTOT H T,GH ENENG 3OF THE 'SPEC BOLTED CO (.
<br />CONFORM TO THE ORU 90SENTS ASAPP OVER NATION FOR STRUCTURAL JOINTS
<br />USING ASTM A-3250R A19080L?S"AS APPROVED BYTHE RESEARCH COUNCN_ON '
<br />STRUCTURAL CONNECTIONS.
<br />13. PROVIDE WASHERS TO MATCH BOLT STRENGTH FOR ALL STRUCTURAL BOLTS(ON THE
<br />SIDE OF THE TURNED ELEMENT). PROVIDE WASHERS BOTH NUT ME HEAD SAE OF
<br />H L.S BOLTS FOR SLOTTED AND LONG4GTTEDO F
<br />IASEELATEST NBC FFOROEDCONNECTION
<br />AND
<br />OTHER BEAM OR COLUMN FRAMING CONNECT TONS NOT DDAdL0DRAWINGS.
<br />15. ANY AND ALL CON NECT TORS 140T DEL AILED ON I HE STRUCTURAL DRAWINGS SHALL BE
<br />I ENGINEER. ER RETAINED BY DR EMPLOYED BY THE
<br />DESIGNED BY WHO SHIM RAIL E NG Ec . t
<br />REGISTRATION 4NTHif STATE Of INTENDED ' FABRICATOR). WHO WHO 11 OLDSHALL
<br />CURRENT
<br />DRAWINGS TIONANU WHO SHALL BE REQUIRED 10 SIGN AND SEA AL SHOP
<br />DRAWINGS
<br />UPON VAUGH THE IN NN AND R HE DESIGNED ARF DF'TAI FD WHERE
<br />TI N NOT i N NNE 710HS tJ Tt .N ARE NED ANDREAC IONS tO.itO .DF C
<br />CON EC 0 S R DESK
<br />IN
<br />TBLEO INFOR LOAD COSTANT'FO I
<br />SHA E OE4 GNER FOR 60% J .DIAL A . t BLE 1 LL B
<br />ANNUAL T •I tJIF AD ONSTANTo'FOR �'.
<br />T THIRTEEtiTN EDITION RANVAL ABLE Of 1 ORM LOAD C HE AISC
<br />NONLOkIPpSI. E BEAMS
<br />i8 MOTNFEO STRUCTURAL CONNECTIONS (DFFFRING FROM THOSE DETAIN ED UN THE
<br />ST RUCTURAL DRAW1 - Y ACCEPTABLE PROVIDED I: HAT THE FOLLOWING IS
<br />TUGS
<br />) MAY BE
<br />STRK: TIYADHERFD TO A THE FABRICATOR NOTIFIES THE STRUCTURAL ENGINEER OF HIS DESIRETO
<br />MICDWY CERTAIN CONNECTIONS AND RECEIVES APPROVAL NWRITING. TOOL
<br />SO PRIOR TO PROCEEDING WITH THE REDESIGN
<br />B THE REDESIGN SMALL BE PERFORMED BY A STRUCTURAL ENGWEER HOLDING
<br />CURRENT REGISTRATION IN THE STATE'NHERE THE PROJECT i5 TO BE
<br />CONSTRUCTED CALCULATIONS AND SHOP DRAWINGS SMALL BE SUBMITTED '
<br />TO THE STRUCTURAL ENGINEER OF RECORD FOR HES REVIEW AND SHALL BEAR
<br />THE SEAL OF THE FABRICATORS DELEGATED SPECIALTY STRUCTURAL
<br />ENGINEER THE ENGNEER OF R ECORD MAY ALSO BE ASKED TO REDESIGN THE
<br />CONNECTIONS IF R IS AD REED TO IN WTING BY THE CONTRACTOR OR
<br />FABRICATOR TO PAY TNT E 0 R. AGAR ADDITIONAL SERVICE AT NO ADDITIONAL
<br />COST TO THE OWNER.
<br />C REVIENOT'SHUP DRAWINGS BY', HE ENGINEER OF RECORD 4A'NERE
<br />COkRECTIOt1S HAVE OPEN MODIFED WTHOUT PROPER WRITTEN
<br />NOTNFICAT ION DOES NOT CONSTRUT E APPROVAL OF THESE MODIFICATIONS
<br />BYTHE ENGINEER OF RECORD.. SIGNED AND SEALED DOCUMENTS BY A
<br />ISED SPECIALTY ENGNEER MAY BE SUBMITTED FORALTERNATE
<br />CONNECTION DESIGN F PR NOR APPRO VAL IS OBTAINED AS NOTED ABOVE
<br />17, SOLTTOROUES SHALL BE INSPECTED AND CHRRFIED Si TESTINGLASORAT01RY
<br />APPROVED BYTHE STRUCTURAL ENGINIEERAt•D RETAINED BY THE OWNER
<br />A INSPECTIONAND TESTING SHALLBE IN ACCORDANCEWTHAISC '
<br />SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTMA325 OR A490 BRXTS.
<br />S PROP TO VISUAL AND PHYSICAL TESTING, TENSION TESTING USN13A
<br />CALIBRATION DEVICE (SKIDNIOREANILHELM) MUST INDICATE TENSIONS AT I
<br />LUST S9> IN EXCESS OF THE ASC NYNFMIUA. STRUCTURAL STEEL ERECTOR
<br />SHALL SUPPLY THE TENSION CAUSRA'AON DEVICE.
<br />C. TESTA MINIMUM OF IO%OF THE BOLTED CONNECTIONS.
<br />M WELDING SMALL CONFORM TO THE LATEST EDITION OF THE CODE OF THE AMERCAN I
<br />WELDING SOCIETY, AWS ETT A
<br />19. ALL WELDING SHALL BE DONE BYCERTIFIED WELDERS WHO HAVE QUALIFIED BY TEST
<br />AS PER AWS "STANDARD QUALIFICATION PROCEDURE" AND SHALL HAVE CERTIFICATES
<br />AVAILABLE CN THE JOB SITE FOR INSPECTION.
<br />ZEE. ALL WELDING SHALL BE DONE LOT UZIING E-70 ELECTRODES AND SHALL BE DONE IN
<br />ACCORDANCE WITH AWS 01. I. LATEST EDITION 'CODE FOR WELDING IN BUILDING
<br />I
<br />CONSTRUCTION" MIMMLMWELDSIZESM4 LSEPERASC1.172 UNLESSOTI•ERWSE
<br />NOTED. ALL WELDS SHALL BE CONTINUOUS.
<br />21. ALL WELDS SHALL BE INSPECTED AND DEFER RED BY AN"AWS -(GINE) GER IIF..
<br />WELDINGINSPECTOW FOLDING CURRENT CERTIFICATION IN ACCORDANCE WITH THE
<br />AWS OCI PROGRAM 'W 40 SHALL BE RETAINED BY THE OWNER THE MSTING
<br />LABORATORY SMALL
<br />PROVIDE EVIDENCE OF CURRENT CERTIFJCATIONN OF THE WELDING INSPECTOR PRIOR
<br />TO FIRST SITE VISIT INSPECTION BY NON CERT
<br />IFIED INSPECTORS ALL NOT BE
<br />ACCEPTABLE'
<br />NS A INSPECT
<br />PECTICiN SHALL BE INACCORDANCE
<br />WITH AWS STRUCTURAL WELDING
<br />CODE.
<br />CTIONS VISUALINSPECTIONOF
<br />B VI=LDMj hrrSCTALL FIE PEFOODEDWP N
<br />WELDED JOINTS INCLWES PERODJC EXAhtNAT10N OF flNP.
<br />C ULTRASONICALLY INSPECT 100% OF THE COMPLETE PENETRATION WELDS
<br />D REVIEW APPROVED WELDING PROCEDURES. VERFYTHATWELDING
<br />PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING.
<br />E VERIFY WELDER CUAUFICAT.ONS-
<br />22. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR HIS REVIEW. SHOPDRAWNNGS
<br />SHALL INCLUJEALL STRUCTURAL STEEL MEMBERS. SIZES. LAYOUT. CONNECTIONS.
<br />WELDS, TYPE OF STEEL BOLTS, ETC, REQUIRED TO FABRCATEAND ERECTTIHE STEEL
<br />FRAMING. SHOP DRAWNGSSUBMITFALStAI-LFOLLOWIWTRJCTfONS CJNVENIN THE
<br />SHOP DRAWING NOTES.
<br />23, PRIOR TO FABROA71 ON. VERIFY EXACT SIZE AND LOCATION OF ALL FLOOR AMID ROOF
<br />OPENINGS WITH ARCHITECT. MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR.
<br />24 PRIOR TO FABRICATTO N. GENERAL CONTRACTOR AN D OR STEEL FABRICATOR SMALL
<br />FEED VERIFY EXACT REDO RED LFNGTH(Si OF _,'RUCTURAL STEET AfNDOR BAR 101ST
<br />MEMBERS WHICH FRAME INTO .4NUIOR.ARE SO PPURTEU BY CONCH EIE AND'OR
<br />MASONRY ELEMENTS
<br />T STRUCTURAL STEEL MEMBERS UNLESS
<br />SHOWN
<br />SPLICES 25r .NONSHALL BE PERM T ED IN ANY STRVCJ. HOWN ON SI10F DRAWINGS AND APPROVED BYTHE STRUCTURAL ENGINEER
<br />"eG. UNLESS OTHERWISE NOTED OR DETAILED, PROVIDE CORRUGATED MASONRY WALL
<br />ANCHORS (Mild OF 14 GAGEIAT IB'O!C l4EI-LIED TO BIEL; :O CORRECT MASONRY
<br />WADS TO ADJACENT STRUCTURAL STEEL FRAMING
<br />2?. COLUMN RASE PLATE GROUT SHALL SE NONMETALLIC SHRINKAGE RESISTANT GROUT
<br />PRFMLIXED NON CORROSIVE, NON STAINING PROW CT CONTAINING BE; ECTED Sit CA
<br />SANDS. F'ORFLM4DCfMEN-_SHRtNKAGECOMPLNSATtt4CAGEWS PLASIIC:ZINCANO
<br />WATER REDUCING AGENTS COMPLYNG WITH CRD-f-2l. CORPS OF ENOEtJEERS
<br />28. STEEL ERECTION NOTES.
<br />A SEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL FURELN EOIATTER
<br />WHICH ACCUMULATED ON THE STEEL BLIR44G HANDLING AND STORAGE
<br />B. ORIF7ING TO ENLAROE UN FAIR HOLES IYILL NOT BE PERMIiTTED DRILL SUCH
<br />HOLES TO ACCOMMODATE THE NEXT I ARGFR %17F FASTFF FR. WHERE
<br />[ t P7 S _ BLE
<br />C AFTER ERECTION, CLEAN FIELDWELDS, BOLTEU CONNECTIONS AND ABRADED
<br />APFAS INHERE SHOPPAiNT HAS BEEN DAMAGED PRIME& PAINT ARUSUSINC,
<br />PAINT TO NIA CH SHOP PANT
<br />0 ERECT ALL MEMBERS N THEIR FINAL I OCATION SUCH THAT EVEL PI UMBNESS
<br />AND ALIGNMENT ARE WITHIN THE TOL€RAKES PRESCRIBED BYAISC CODE.
<br />E. DOUBLEMNGLECONNECUOINSBO LIEDTHROUGN COLUMN'WESSON AT
<br />BEMIS THAT FRAME OVER THE COLUMN CAP PLATES MUST HAVE AT L FAST
<br />CNE 9NSTALLED BOLT REMAIN EN PLACE IO SUPPORT THE FI181 6UM WMTLE
<br />THE SECOND BEAM S BEING ERECTED ALTERNATIVELY THE FABRICATOR
<br />WITH M S F POSITIVE
<br />'R AT ORE. DIVALENT QE WHI A EPN 0 k1U5F SDPPLt SE Q
<br />T SUPPORT THE FIRST BEAM WHILE
<br />.TH ACHA{€HTTO SUP O
<br />T s ! ih BFif v ER£CifD
<br />ME SELOt DBEAA
<br />29. THE GENERH_ CONTRACTOR SHALL PROVIDE AS AND WHEN DIRECTED TO DO SO BY
<br />ONE HALF'UN OF
<br />T RSTRUCTU(6E ENGINEER AS MUCH ASS-t i HE ARCH:T EC O
<br />' DETAILING,
<br />PLATE ANGLE LAND FR CITION AS
<br />TRU-iU R4L STEEL SHAPES GEN ERA�LAND S � 1
<br />OPICATIflN AND FR EGTIfJHJ AS IS
<br />IT ANGFREQUIRDE
<br />ED
<br />DTOINTALL PROVIDE SUCH D ETAILING. FA.
<br />REQUIREOTO INSTALL HE MEMBERS AS RAT TEU ANY UNUSEDIT FERIAE AND
<br />T 4 _ CONTRACT IiNR PRICE
<br />LABOR SH.4t I. RE CREDRFD TO THE OWNER AT T if CO
<br />TS AND JOIST GIRDERS NOTES'
<br />OPEN W ES STEEL JO IS
<br />NOTE BEARING ELEVATIONS REFLEC:I ED ON THE CONTRACT DOCUMENTS WERE
<br />ST AR S1i LIARAST SLAT
<br />ESTABI SHED BASED LION THE ASSUtd S OF OE . A<D D
<br />DE'INS'NEFINAL FABRICATEDDEPICTOF THEB ONSTSTCUTS MU51 BE
<br />CONEWMEDLBYTHEGENERAL CONTRACTOR, iHECONSTRUCTIONNWITH T AJD THE
<br />STRUCTU RAILSTEE'_SUBIEFINRACTORIF TASK MUG C BE
<br />WITH THEJOIST
<br />FABRICATOPoSPECIALTY ENGINEER THIS TASK MUST BE COMPLETED PRIOR TO FINAL
<br />LEE TAILING, FABRICATING AND CON STRUCTIGN OF THE STRUCTURE UPC WHICH THE
<br />BAR JOISTS ARE SUPPORTED. THIS COORD114ATION S REQUIRED IN ORDER TO AVOID
<br />ANY POTENTIAL CONFLICTS IN DEARING ELEVATIONS AND ANY POSSIRL E
<br />MISALIGNMENT OF ADJACENT FRAMING WHICH MAY RESULT FROM THE USE OF NON
<br />STANDARD FABRICATED BAR .IOIST SERT DF PFHS
<br />NOTE SA .JOIST FABRICATOR SBA. t PROVIDETYPECAL 5,It CATALOGJO ST SIZES
<br />SI'EGIFTED ON THE FRAMING PLAIT S) AND SH ALL NO I UESIGN CUSTOM JOISTS FOR THE
<br />SPECIE LED TYPECALUNIFORM LOADING THAT DOES NOT PRECLUDE THE DESIGNING OF
<br />SPEGLI, C BAR JOISTS FOR SPECIFECALLY SPECIFIED ME"CHAN ECA OR OTHER NON.
<br />UNIFORM LOADING.
<br />T. STEEL JOIST MANUFACTURER SHALL BE AMEMBER OF THE STEELJTNST INStITUT'E
<br />2 STEEL BAR JOIMSHALL BE DESIGNED. FABRICATED. SHIPPED. STORED. AND
<br />ERECTED PURSUANTTO THE LATEST EDITION Of THE STEEL JOIST INSTITUTE
<br />STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WED STEEL ,O S'S (K. I.N.
<br />OR OLH SEREESIAND OSHA STEEL ERECTION STANDARDS
<br />3. STEEL BAR JOISTS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER ;DELEGATED
<br />SPECIALTY STRUCTURAL ENGINEER) NA'HO HOLDSACURRENT REGISTRATION IN THE
<br />STATE OF FLORIDA- SHOP ORAWIN^GS AND DESIGN CALCULATION SUBMITTALS SHALL
<br />BE PREPARED SHALLOW THE SIGNATURE AND SEA! OF THE BAR JOIST DESIGNER
<br />AND SHALL BE SUffiJRTEO TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW
<br />JOIST SPECIALTY STRUCTURAL ENGINEER SHALL DESKNN ROOF JOISTS (ANDANY
<br />OTHER JOISTS SUBJECT TO NET UPLIFT) FOR THE WIND LOAD UPLIFT FIT ESSURES
<br />INDICATED ON THE DRAWINGS. FOR THE PARTICULAR CHORDS IZE AND JOIST SPAN,
<br />THE STEEL JOIST SPECIALTY STRUCTURAL END W EER SHALL DESIGN AND PROVIDE ANY
<br />ADDITIONAL BOTTOM CHORD BRACING ;BRIDGING) WHICH 45 REQUIRED TO RESIST
<br />COMPRESSION STRESSES INDUCED BYTHE SPECIFIED WIND UPLIFT FORCES NET
<br />UPLIFT CAN BE DETERMINED AS GROSS UPLIFT MINUS? PSF UNLESS OTHERWISE
<br />NOTED
<br />A. THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS.
<br />AS r THE:
<br />BRIDGING, JOIST SHAT ALLBE SIGNED ALL SECONNECTIONS;BTHE
<br />DELEGATED
<br />INDICATED ABOVE £
<br />SHOP DRAWINGS SHALL RE RESPONSIBLE
<br />SOLED BY FHE DELEGATED SPECIALTY
<br />DTRU NGSEOL ST INCLUDE
<br />14 RESPONSIBLE CHARGE OF LAYOUT PLANS
<br />DESIGN. SHOP
<br />BRAWINGIT hO 5T NNCW DE SIGNED AID SOLED JOf67 LAYOUT PLANS LWIN D LOADING
<br />i
<br />BREDGING)fOR ANY JOISTS SUBJECTED TO NET UPLIFT FARCES FROM WIND LOADRiG.
<br />o. JOISTOES)GNDELEGATEDSPEr ALTYSMUCTURAL ENGENEERMUST BE PROVIDED
<br />WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS
<br />IDESIGNEE) F R CONCENTRATED
<br />AR I CHORDS ARE TYPES NED NO•O 6. STEEL B JOIST
<br />LOADS. UAL£SSSPE MISTS,
<br />SPECIFICALLY LOADS
<br />SC CONCENTRATED AT LOADSAND
<br />SPECIE EEO AS (SF JOISTS, CONCENTRATED LOADS MUST BE PLACED AT PANEL POINTS.
<br />FR lA LOAD POINT TO NEAREST
<br />OR AN SITE
<br />CHORD PANEL
<br />MEMBER MUSTBE WELDED 0 L
<br />OPPOSITE CHORD PANEL POINT TO REDUCE LOCALIZED CHORD STRESSES. VERIFY
<br />THE EXACT LOCATION RIND WEIGHT O ALLAB MECHANICAL EQUIPMENT L WITH THE
<br />AIECHANiCAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. ALL HANGING LOADS
<br />MUST BE SUPPORTED FROM BRACKET HANGERS LOCATED AT THE CENTERLINE OF THE
<br />BOTTOM CHORD MEMSS
<br />ONE P COAT OF PAINT MEMN FIE
<br />;A ACCESSORIES SHALL HAVES O THE OA T JOISTSD c
<br />' 1 ISPECIFICADIUtIS UNLESS
<br />IA'NI BOOPERFORMANCE t HAS
<br />ISOFTHELA' Q SJ
<br />IN F HOOK SPECIFICATION HAS &MORE STRNC.FNT REQUIREMENT RCFER TO THE
<br />.ARCHITECTURAL DRAWINGS FOR COLOR PREFERENCE
<br />G. STEEL BAR JO- T S.SHA BE VERTK:ALPOSITIOIJ.RESTNU
<br />L CU MOREDINAISSHIPP DE
<br />ON THEIR TOP CHORDNUN DER NO CIRCUMSTANCE SHALL THE JOIST REST ON THEIR
<br />SIOtS.601TQMS CHORDS ON INACANTED POSfTIUNI
<br />H. STEEL BAR JOSTSSNA_NOT BE MODIFIED NTHF F IFL D WITHOUT TOR PRIOR
<br />KNOWLEDGE AND THE APPROVAL OF BOTH THE ENGINEER OF RECORD AN07HE
<br />SPECIQ TY ENGINEER WHO WAS IN RESPONSIM F. CHARGE Of THE DESIGN OF THE
<br />,ELITIST
<br />10. WELDING OF JOIST SEA] S T O ST EEL SUPPORT ING MEMBERS.
<br />A) KSERESJOISIS- lIET'FiLLETWELUX3`LONO(MN)EA. SIDE
<br />OF SEAT
<br />e) KCS SERIES JOISTS 1-8'FILLE71AIELD X I" LONG (MEN TEA SIDE
<br />OF SEAT
<br />-, LA SERIES JOISTS - 1,4" FILL ET'A'E.0 X A' LONG (MIN J EA SIDE OF SEAT
<br />NOTEBAR JOIST SUPPORT WELDING BRIDGING SHALL BE INSPECTED HY ANAW6
<br />CERTIFIED WELDING INSPECTOR RETAINED BYTHE OWNER THE "CAV'1"SHALL
<br />HAVE BEEN CERTIFIED BYTHE AWS OCT PROGRAM, THE'CVII SHALL INSPECT
<br />AMD PREPARE AND ISSUE REPORTS WHICH INDICATE COMPLIANCE (OR LACK
<br />THEREOF! OF THE WELDING AND BRIDGING YJI-TH RESPECT TO THAT SPECIFIED
<br />ON THE DESIGN DOCLI MEATS AND SHOP DRAWINGS AND INDICATE ANY AREAS
<br />WHERE CORRECTIVE WORK WILL BE REQUIRED. SUCHREPOR'SSHA-I
<br />DISTRIBUTED TO THE OWNER. ARCH TI STRUCTURAL ENGINEER AND
<br />GENERAL CONTRACTOR
<br />il. BRIDGING MEMBER SIZE AN13 LOCATION SHALBE PER PLANAND SPECIFICATIONS.
<br />THE BRIDGING G SHOWN ON THE FRAMING Pl-APES IS THAT MIN IMUMt BRIpG I WHICH 1S
<br />REQUIRED BY S.J.E., WHICH MAY SE Si1PERSEEDED BY THE DESIGN CALCULATIONS OF
<br />THE SPECIALTY ENGINEERING REOUiRED TO BE PROVIOEO BY THE JO:S- FABRICATUR
<br />12, CURVATURE AND SWEEP SHALL BE REMOVED BY UT'.LIZING PROPER SR DOING
<br />PROCEDURES PRIOR TO MAKING FINAL AND PERMANENT CONNECTION OF BAR JOISTS
<br />TO SUPPORTS.
<br />13. ALL BIT DOING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE
<br />CONSTRUCTION LOADS ARE PLACED ON THE JOISTS
<br />19 PROVIDE ONE ROW OF UPLIFT BRIDGING AT THE FIRST PANEL PONT FROM EACH.
<br />SUPPORT
<br />15. DIAGONAL'X' BRIDGING SHALL BE'A'ELDED OR HOLTEDAT INTERSECTION POINT.
<br />16. NOTE BRIDGING S PROVIDED ASA CHORD BRACING ELEMENT IN THE DESIGN AND
<br />ERECTION OF THE BAR JOISTS BRIDGING MEMBERS ARE DES TONED AND
<br />INTENDED TO FUNCTION AS AXIALLY LOADED MEMBERS. USEOFORIDGNG
<br />FOR SUPPORT OF SUSPENDED ITEMS INTRODUCES BENDING MOMENTS INTO
<br />THE BIASSING FOR WHICH IT S NOT DESIGNED. THE G C. SHALL INFORM ALL
<br />SUBCONTRACTORS TO PROVIDE THEIR OWN SUPPORT HEADERS FOR HANGING
<br />THEIR EQUIPMENT AND TO NOT USE BRIDGING FOR HANGER SUPPORT.
<br />17 WHERE COLUMNS ARE NOT FRAMED. IN AT LEAST TWO DIRECTIONS WON SOLID WEB
<br />STRUCTURAL STEEL MEMBERS, A STEEL `STRUT" JOIST SHALL BE FIELD-HOLTED AT THE
<br />COLUMN'FOPROVIDE LATERAL STASILRYTO THE COLUMN DURING ERECTION FOR
<br />THE IN STAIATFON OF TOE JOIST I
<br />.A AMINIMUM 6'XE VERTICAL STABILIZER BE TO RECEIVE THE JOIST BOTTOM
<br />CHORD IAUST BE PROVIDED AT COLUMNS. THE STABILIZER PLATE MUST
<br />EXTEND AT LEAST 3INCHES BELOW THE BOTTOM OF THE JOIST AND HAVE A
<br />13,'S INCH HOLE FOR THE ATTACHENT OF GUYING OR PLUMBING CABLES.
<br />B. 13 OM CHORDS OF STEEL TOLSTSAT COLUMNS SHALL BE STABII. IZEDTO
<br />PREVEN I ROIATION DURING ERECTION.
<br />C. H:TISTIFJG GABLES SHALL NO . BE RELEASED UNTIL THE SEAT AT EACH END OF
<br />THE STEEL JOIST S FIELD BOLTED, AND EACH END OF THE BOTTOM CHORD S
<br />RF.VRANTD BY THE COLEIMN STABtIZER PLATE
<br />18 PROVIDE ONE ROW DIAGONAL BRIDGING AT THE SUPPORTS OF ALL FU!:. DEPTH
<br />BEARING JOSTS DO NOT RELEASE HOJSTING GABLES UNTrL THE SUPPORT BRIDGING IS'I
<br />94STAII CT).
<br />19 DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL PROVIDE MEANS FOR
<br />ADEQUATE BISTR:BUTEON OF CONCENTRATED LOADS SO THAT THE CARRYING
<br />CAPACITY OF ANY JOIST IS NOT EXCEEDED.
<br />2C ONE I OF ALL JOTS TS SHALL BE AT III TO ITS SUPPORT TEN ACCORDANCE WITH
<br />SJI SPECtFI ATIONS BEFORE ALLOWING THE W'FIGHT OF AN ERECTOR ON THFJ O STS
<br />21 N THE CASE OF BOTTOM CHORD BEARING JOISTS, THE ENDS Of THE HOIST MUST BE
<br />RESTRAINED LATERALLY BEFORE REI.EAISNG THE !FOISTING CABLES
<br />METAL ROOF DECK FASTENING REQUIREMENTS FOR RED IRON FR IElil :
<br />I SEE PLANS FOR FOETAL ROOF OECKTYPE(SFF DECK SHALLBEIMENUFACTURERS '
<br />STANDARD GAGE OR GALVANIZED SHEET GAGE AND SHALL CONFO RIJ TO THE 57FFL
<br />DECK INS III U TE SPECIE ;CAI IONS.
<br />2 WELDINGSHALL CORT Id TO LATEST AWLS SPECIFICATIONS ALLSHOPANDFELD
<br />WELDS SHALL RE PERFORMED BY QUALFFIED WELDERS H OLDIHG VALID WELDING
<br />CERTIFICATES CERTIECATP380A1 BEAVAIABLE FOR WSPECTEONATJGOSRE
<br />WHILE WELDER SON THE JOB
<br />3 DECK SHALL BE FASTENED AS fOLLDWS
<br />.A ONE WELD SHALL BE PLACED AT THE CORNER OF EACH SHEET &FED AT
<br />OVERLAPPNG CORNERS OF SHEETS
<br />B EACH SHEET OF METAL ROOF DECK SHALL BE WELDED AT ITS ENDS TO EACH
<br />SUPPORTING BEAM OR JOIST AT NOT MORE THAN B' 0 C. L36f7 WELD PATTERN)
<br />Q 'WELII SPACINU AT INTERMEDIATEBUM OR JUST IBETW'EEN ENDS OF DECK
<br />SHEETS; SHALL NOT EXCEED 8' 0 G. (3&7 WELD PATTERN),
<br />O. 'WELD SPAGNG .AT PERIMETER OF DIAPHRAGM (EDGE OF DECK)BOTH
<br />PARR IR AND PERPENDICULAR TO DECK RIES SHALL NOT EXCEFOK O C (W;7
<br />WELD PATTERN).
<br />E WELD SPACING AT SEtEARWALLS AND Oi HER SUCH BRACING ELEMEN IS
<br />•ViALLS WHICH EXTEND TO THE ROOF AND SHOW ON THE ROOF PLAN) SHALL
<br />NOT EXCEED S" O.0 T0617 WELD PATTERN)
<br />S SHALL F TFNED TOGETHER WITH NO 12 HEX HEAL F. ROOF DELI SIDE LAP B L BE AS 0 _0
<br />tJ PACEQ T 1 " ,C.
<br />BEEF URILLIf'G SELF T.4PI'I G SCREWS S A 2 0
<br />! T F SION LICE WELDS UTILIZING WELDING WASHERS
<br />4 FOR
<br />DECK
<br />M MATERIAL
<br />LIGHTER
<br />E ER U AGE
<br />FOR DECK 1 ATERAi LIGHTER THAN 22 GAGE
<br />t FAT HA 6 HOT ESS THEM, 2' SHALL OCCUR OVER JOIST OR
<br />END VAI'B SH A EWES SHALL E O
<br />BEAM AND SMALL BE WEE
<br />DEC)
<br />THROUGH TOP SHEET
<br />F ALL ROOF DECK FASTENING$PUDDLEWELDS. SIDE LAP SCREWS,ETC) SHALL BE
<br />INSPECTED AVD CERTIFIED BY AN "AWS" ICWII CERTIFIED WELDING INSPECTOR
<br />HT
<br />C T WITH T SOCT PROGRAM W140 HOLDING CURIE ET RETAINED By T ION fH ACCORDANCE W H HE AWS O
<br />Y W AR N DISTRIBUTE WHO SMALLBERETAINEDfi THEOWNER. THEC. i.SHALLPREP EA DDt
<br />TEN I Y K TH F F FASTENINGS WRITE J PECT TO THE
<br />ON OF ACCEPTABILITY EN R LAC ERED O W 3
<br />T REQUIREMENTS PIE OF TH WITH RESPECT S THE CONTRACT O THE O N R, ARCHITECT,
<br />EN , CO S E
<br />CM I: S REPORTS SHALL BE SENT TO THE OWNER PACHITEC? STRUCTURAL ENGINEER
<br />AND GENERA. CONTRACTOR
<br />I %ii F.
<br />7. DF CK SHFFT WIDTHSARE ASSUMFp TO BE.TG E/ICI f.rO R1 Y.I[NC D FP DECK
<br />B. DE CKSHALLBECONTir4ilO11SACROSS7HREESPANS_FXCEPTWHFRFGEOMETRYOR
<br />STEED LAYOUT DICTA7ESOIHERWISE
<br />0 UCH SOFFT OF ROOF DUCK 514M L GE SUPPORTED AT AT; EDGES F STRUCTURAL
<br />SUPPORT IS NOT SPECIE ICALLY INDICATED ON THE PLANS. PROVIDE (AS AMINIMDM.)AN
<br />L X3X I'A'tSPA1-II BETWEEN CLOSEST ADJACENT MFMISFRS)AT Al
<br />UNSUPPORTED EDGES OF DECK. (MINIMUM BEARING OF ROOF BECKON SUPPORTS
<br />SHALL BE 2 INCHES), I
<br />10 PROVIDE "Z" MEMBER AT SIDES OF DECK (PARALLEL TO DECK SPAN) FOR CLOSURE AND
<br />DECK SUPPORT ABOVE SPANDREL MEMBER MIN WELDIO MATCH DECKFASTENING
<br />REQUIREMENTS. MN GAGE Of'Z'MEMB€R SHALL BE 18 GAGE
<br />DF91dA AND SHOP DRAWING SU01111MALS FOR STANDING SEAM METAL ROOFING
<br />ASSEMBLIES:
<br />i H IS PROJECTS LOCATED it4 A VVINU 8URHE OEBRS REGION AS INDICATED BY 1 HE 2G10
<br />EDITION OF THE FLOTUDA BL RIDING CODE
<br />THE STRUCTURAz ANALYSIS STRUCTURAL DESGN, DETAILING ILING AND CONNECT
<br />IONS OF ALL
<br />STANDING SEAM AAROOFING ASSEMBLIES SHALB ETHERESPONSIBILITY OF THE
<br />FABIGATORIO1. PROVIDE A STANDING SEAM METAL ROOFING SYSTEM THAT HAS BEEN TESTED
<br />SLJCCESSFU LLY IN ACCORDANCE 2010 FLGRIOA BU LDING CODE TEST PRUTUCOLS
<br />1AS20i TAB 202 It TAS203 AND HAVE EITHER A FLORIDA PRODUCT APPROVAL NUMBER
<br />OR A MIAMI LADE COUNTY NOTICE OF ACCEPTANCE STANDING SUM METAL ROOFING
<br />SHALL BE SMALL OR LARGE MISSILE IMPACT PENETRATION RESSTET (AS REQUIRED)
<br />AND SHALL BE ANCHORED TO THE STRUCTURE N ACCORDANCE WITH THE FLORIDA
<br />APPROVAL NUMBER (OR MIAMI DADE COUNTY NOA) APPROVAL DOCUMENTS AL OF
<br />WHICH SHALL BE SIGNED AND SEALED BY A SPECIALTY STRUCTURAL ENGINEER
<br />HOLDING CURRENT REGISTRATION ASA PROFESSIONAL ENGINEER IN FLORIDA
<br />THE BE SIGN SHALL BE PERFORMED BYA DESIGINATEO'SPEC. ALTY' STRUCTURAL
<br />ENGINEER HOLDING VALID CURRENT REGISTRATIONIN THE STATE OF FLORIDA WHO
<br />SHALL BE RETAINED BY THE CONTRACTOR AMET WHO SHALL BE THE ENGINEER OF
<br />RECORD FOR THAT PORTIONS OF THE STRUCTURE (THOSE STRUCTURAL ELEMENTS)
<br />WHICH HE SHE DESIGN ED.
<br />3 SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE "COMPONENTS AND I
<br />CLADDING' PROVESIONS OF ASCE 1-10.
<br />A BASE WIND SPEED = 137 MPH
<br />r TEG RYt='B" B. EXPOSURE SURFACE ROUGHNESS 0
<br />R KCFEGQkY=II
<br />C. BU IL DING OCCUPANCYIS A
<br />D. NTrRNG ENESSUREIRE CATEGORY ENCLOSED)
<br />E 9TERRA PRESSURECOIF BEBATL) U P (N„)01R
<br />F. ABOVE
<br />RESSTAN OE SHALL BE SAa'EU UPON THE MORE 6TRINGENI Of THE
<br />AROJE CRITERIA OR F.
<br />a. THE DELEGATEDSPECIALTY STRUCTURAL ENO LEER SHALL PR r LA aT RV C A AWR11 REFAE THE ILLI10 EDITION OF THE FLORIDA DABUILDING CODE AND AL!
<br />PPROPRITE SERVICEABILITY
<br />CRITERIA
<br />r
<br />DES ARCHITECT
<br />P DRAWINGS FOR SUCH ELEMENTS SHALL BE SUBR IRIA, TO LC
<br />to ObiPLE7 HE
<br />ARCHITECT FOR REV NEW AND SHALL;CALCONNECTIONS
<br />INCLUDE ALE TIONDESIGN CAFETERIA, C E
<br />•ATr N T H N CTIO SAT ALf:ONNECTDTFFVa (A�CU� O. S REACTIONS FICA CO NE N
<br />ETC. INC-UDtNG PANEI,CtIF ANCHORAGE. GAGE, SPACING. FhSTENER OUAk?TY &
<br />S
<br />PA
<br />C
<br />ING
<br />F 4 D J H PANEL AN 8. ABE NICHOUB.RY REQUIREMENTS ID LORTHE MALL I THE ANE 0
<br />F S VI F THERMAL F%PANSIUN AND
<br />CONTRACTION IN
<br />MICRO 0 ELECT ON r0 PROVIDE O OR TH .A R E O
<br />DRIER UI NOHIBIT 'UVL GAIN{ING'OFTHE/&FLOC
<br />7. DESGN.IHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED SEALED AND DATED
<br />BY THE DES(GNA7ED'SPECIALTY' STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE
<br />CHARGE OF THE DESIGN
<br />8 TDFSEL ECTION OF ROOFING PANELS AND MANIIFAC.TIIRER LOST MEET PIC APPROVAL
<br />OF IRE ARCHITECT METAL GAGE. ROLL PROFILE COLOR, ETC) I
<br />SPECIALTY ENGINEERING WORK SHALL BE PERFORMED BY KNOWLEDGEABLE PROFESSIONAL
<br />CNGI'FERSN'1!0'SMACTICWGO!SGfPLINFSHALLRf STRUCTURAL THEYSHhLLEIOLD
<br />CU RRENTVALIDREGISTRATKJNIN TFEESTATEUFFLORIO k$VPOFESdTONALENGINEENS THE'.
<br />GENERAL CONTRACTOR AND STRUCTURAL SUBCONTRACTORS ARE AOVSED THAT THE
<br />ARCHOEGI AND STRUCTURAL ENGINEER OF RECORD SHALL HAVE THE RUHT T'O APPROVE OR
<br />DISAPPROVE Of ANY INDIVIDUAL SPECIALTY ENGINEER. WITHOUT STATING THE REASON AND
<br />WITHOUT INCURRING ANY ADOR)ONAE. COSTS OR L IABIL RY TO THE OWNER, FHE ARCHITECT OF
<br />RECORD OR THE ENGINEER OF RECORD. ACCORDNGLY, F WOULD BE PRUDENT FOR THE 13 C.
<br />TO SUBAi'T THE OITA! ITECATf()NS OF THE PROPOSED °SPECIALTY'STRUC.TUR.4f. ENGINEERS).
<br />10 THE STRUCTURAL ENGIFEER OF RECORD, PRIOR TO FORMALLY CONTRACTING FOR SUCH
<br />SERVICES THE'SPECIALTY'STRL'CTLTRAL ENGINEER IS CAUTIONED THAT ALL SUSIA TTTALS :.
<br />MUST BE PREPARED. AND SUBMITTED N ACCORD PN CE WITH THE STATE OF FLORIDA
<br />ADMINISTRATIVE CODE. CHAPTER SIG 15.31,'RESPON SIBiLTY RULES OF PROFESSIONAL
<br />ENGINEERS CONCERNING THE DESIGN OF STRUCTURES'.
<br />1. TSTHEDELE(LATED SPECIALTY ENG INFERS RESPONSIBILITY TO REVIEW THE
<br />ENGINEER OF RECORD'S WRITTEN ENGINEERING CRITERfA REGAPDfNG THE SPECIALTY
<br />EN GREETING REQUIREMENTS A ORDER TO DETERMINE THE SCOPE OF WORK OF THE.
<br />SPECIALTY ENGINEERING
<br />2 THE DELEGATED ENGINEERING DOCUMENT SUBMITTALS SHALL COMPLY WITH THE
<br />WR!REN EY<GiNEERiN^G REQUIREMENTS PREPARED BY THE ENGINEER OF RECORD
<br />'A+RHN THE CONTRACT DOCUMENTS THE DELEGATED ENCH EERENG SUSMRTAL
<br />SHALL iBITTOE THE PROJECT NAME AND THE DESIGN CRITERIAUSED ON PREPARING
<br />THE SUBMITTAL I
<br />3, IF THE DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR
<br />UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN ENGINEERING
<br />REQUIREMENTS PROVOED BY THE ENGINEER OF RECORD. THE DELEGATED ENGINEER
<br />SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD TO RESOLVE THE CONFLICT I
<br />4 THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATEOENGI(EERENG
<br />DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW ALL ITELEGATfO
<br />ENGINEERING DOCUMENTS SHALL BE SIGNED AND SEALEO SY THE DELEGATED
<br />THE ENGINEER OF RECOftD FOR TFIO E Eti GINEER, 0 SHALL BE CONSIDERED E S WH
<br />ST RUCTURAL tLEMEfi7S DESIGNED BY THAT ENGNEER). ANU SHALL tNCLUDE THE
<br />FOLLOWING INFORMATION
<br />A FRAMNG PLANS,DETAILS,CONNECTIONS, ETC ASREOUIREDTODEF NETHE
<br />CONFIGURATION AND STRUCTURAL CAPACITY OF THE STRUCTURAL I
<br />COMPONEN IS ANN SUN I HER ASSEMBLY IN i 0 A ^P I'RUCT URAL SYSTEM
<br />B COMPUTATtQNS HAVING AUEGUAI E DETAIL FOR THE ENGINEER OF RECORD TO!
<br />DETERMINE THAT THE SUBMITTAL WAS FULLY ENGINEERED AND DOCUMENTED.
<br />NOTE THE ENGINEER OF RECORD. WILL NOT PROVIDE A DETAILED REVIEWOF
<br />THE DFLEGATFD SPECW TY FNGINEFRNG CALCLII ATIONC
<br />THE STRUCTURAL ANALYSIS, STRUCTURAL DESIGN. DETAILING AND CONNECTIONS OF ALL
<br />EXTEBIBB WINDOWS. DOORS, STOREFRONTS CURTAN3WALLS, TANDAN'Y OTHER STRUCTURES
<br />WHICH
<br />CAUSE PENETRATION'S N THE EXTERIOR BURL DING ENVELOPE;, $HALL BE THE
<br />RESPONSIBILITY OF THE FABRICATOR ERECTOR
<br />1 TH E DESIGN SHALL BE PERFORMED BY ADEL BOATED"SPECALTV' STRUCTURAN ENGINEER
<br />HOLDING VALID CURRENT REGISTRATION EN THE STATE OF FLOPIDA, WHO SHALL BE
<br />RETAI
<br />NED BYTHE CONTRACTOR WH0 SHALL BETHE NOINEE'ER O fRECORD f OR
<br />T PORTIONS FTISTRLC7O F TM SE STRUCTURAL ECEMENTS WHCHHF; tEDEStGNEO
<br />2. SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE'COMPONENTS AMU CLADDING'
<br />PROVISIONS OF &SCE 7 1(.
<br />PP 1 A BASE WIND SPEED = 37MPH
<br />SBUILDING
<br />OCCUPANCY
<br />RISK CATEGORY= - II
<br />CEXPOSURE (SURFACE ROUGHNESS CATEGORY)-
<br />B"pD BUI!D!hGRENCLOSURE CATEGORY=HENCLOSED) (GG+D1
<br />3 THE DE -EGA TED SPECIALTY STRUCTURAL ENGINEER SHALL PREPARE CALCULATIONS WITH
<br />T T OF ' RI A UI N AN APPROPRIATE
<br />REFERENCE 0 THE 2010 EDRIONO EF_D D B LO GCODE D.4LL APPRO RNA E
<br />SETT VKEA6ILITYLRRERFA
<br />t
<br />4 N: P DRAWINGS ELEMENTS BE SUBh9fTTEDOT ARCHITECT FOR
<br />'WHO ORAL INGS OR SUCH F HE INCH CT
<br />FOR REVIEW AND INCLUDEALL DESEGk CRITERIA. COMPLETE CALCULATIONS
<br />D SHALL CAL
<br />REACTIONS AND TYPICAL CONNECTIONS AT ALL CONNECTION POINTS, ETC.
<br />5. DESIGMI DRAWINGS AND CAICULEO IONS SHALL BE SIGNED SEALED AND DATED BYTHE
<br />DELEGATED SPFCIATY' ST.RVCTERAL FNGNF1FR WHO WAS W RESPONSBLE CHARGE OF
<br />THE DESIGN,
<br />6, PROVIDE DOORS, WINDOWS ETC- WHICH HAVE BEEN TESTED TO WITHSTAND THE
<br />SPECIFIED WIND IOADING AND PROVIDE EITHER 1 GAPE TEST DATA FROM! AN APPROVED
<br />TESTING LABORATORY OR A SIGNED AND SEALED SPECIALTY STRUCTURAL
<br />NCI 3N PA CONFIRM THAT E ANCHORAGE (FASTENING) Of
<br />END
<br />G CKAGE TO COt iRM rUL H G) HE
<br />ELEMENTS)TO THE STRUCTURAL FRMNE GODEN.I WITH THE 2D10 FLDRIDA BUILDING CODE.
<br />AND WILL WITHSTAND THE SPECIFIED WINO LOADING CRITERIA
<br />LIQ4TGAUGE GOLD FORMED STEFI FRAMING DESGN 0.ND BHDP:DRAWIMOS:
<br />THE STRUCTURAL ANALYSIS, STRUCTURAL DESIGN, DETAILING A14D CONNECTIONS OF
<br />A ALL LIGHT GAUGE COLD FORMED EXTERIOR STEEL FRAMING II,
<br />8. ALL INTERIOR NON -BEARING PARTITIONING S SOFFIT RUSH
<br />HALL B SE THE RESPONSISILITYOF THE FASRICATOR+ERECTOR THE INFORMATION CONTANED'I
<br />IN THE STRU LTURAL CONTRACT DOCUMENTS, WHICH COVERS STRUCTURAL LIGHT GAUGE
<br />COLD FORMED FRAMING MEMBERS IS TO BE CONSIDERED ASA PERFORMANCE SPECIFICATION.
<br />I. THE STRUCTURAL ANALYSIS & DESIGN SHALL BE PERFORMED BY DELEGATED
<br />"SPECIALTY' STRUCTURAL ENGINEER HOLDING VALID CURRENT REGISTRATION' IN THE
<br />STATE OF FLORIDA, WHO SHALL BE RETAINED BY THE CONTRACTOR AND WHO SHALL I
<br />BE THE ENGNEER Of RECORD FOR THOSE PORTIONS OF THE STRUCTURE RHOSE
<br />STRUCTURA!ELEMENTS) WHICH NESHE DESIGNEE) NOTE THAT&"SPECIALTY
<br />STRUC.TURALENGINEERING'DESIGN,CONSTRUCTIONDOCUMENTPACI(AGEIS .
<br />REQUIRED NOT SIMP_Y A'TECHNICAL INFORMATION' PACKAGE
<br />2 SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE'COMPONENTS AND
<br />CLADDING' PROVISIONS OF ASCE 7.10.
<br />A. ROOF LIVE LOAD' 20 ROSE
<br />e. LATERALWND!O AD' PERASCE 7-10
<br />C BASE WIND SPEED = 137 MPH I
<br />1 Y CATEGORY i D B11_DINRE(SUR AC RISK i I
<br />FA ROUGH ' E EXPOSURE (SURFACE UG ) "B" I
<br />F. BUILDING ENCLOSURE CATEGORY =(ENCLQSEDl loci =+I-018)
<br />3. THE DELEGATED SPECIALTY STRUCTURAL ENGINEER SHALL PREPARE CALCULATIONS I
<br />WITH REFERENCE TO THE 2010 EDITION OF THE FLORIDABUfLDNG CODEAND ALL
<br />APPROPRIATE DEFLECTION AND SERVICEABILITY CRITERIA. CALCULATtoN9 SHALL I
<br />CLEARLYSTATEPLLASSUMEDDESIG.NLOADNG. DEFLECTION SMALL NOT EXCEED THE'
<br />SPAN DIVIDED BY 3M.
<br />DESNGN.5HOP DRAWINGS FOR SUCH ELEMENTS SHALL BE SUSMRTEDTO THE
<br />ARCHITECT FOR REVIEW AND SHALL INCLUDE ALL DESIGN CRITERIA. COMPLETE
<br />CALCULATIONS REACTIONS AND TYPICAL CONNECTIONS AT ALL CONN£CTIO N POINTS.
<br />ETC DESFDWSHOP DRAWINGS SHALL PROVIDE COMPLETE INFORMATION ON STUDS.
<br />TRACK, JOISTS. BRIDGING, BRACING, STRAPS, CONNECTIONS. ETC._ NECESSARY TO
<br />ASSEMBLE THE COMPONENTS INTOA SYSTEM HAVING APPROPRIATE STRUCTURAL
<br />INTEGRITY. ALL MEMBERS SHALL BE SPECIFIED IN THE SUBMITTAL, WHICH SHALL
<br />INCLUDE, MANUFACTURER AND REQUIRED STRUCTURAL SECTION PROPERTIES
<br />DETAILS OF ALL CONNECTIONS SHALL BE INCLUDED. ALL CONNECTIONS BETWEEN
<br />r r M LIGHT GAUGE COLD FORMED STRUCTURAL EMBERS HALL BE MADE SY VY'E N D G,
<br />OTHERWI . I UNLESS OTHERWISE NOTED
<br />5. DESIGNSkOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED SEALED AND DATED
<br />BY THE DEEGATED'SPECIRLFY' STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE
<br />CHARGE OF THE DESIGN
<br />(NOTETHE SP CALTYENGINEER MAY AFTER RECEIVING PRIOR APPROVAL FROM THE
<br />ARCHITECT AND STRUCTURALE DURING HIS DESIGNRECORD. DMODIFYDETAT ANY DETAIL
<br />THAT HE DEEMS APPROPRIATE DURING HIS DESIGN AND DETAT; PROCESS 1 I
<br />B. Al.L LIGHT GAGE STEEL STRUCTURAL MEMBERS SHALL BE GALVANIZED ANO SHALL BE
<br />FORMED FROM STEEL MEETING THE REQUIREMENTS OF AS TV. A-653, E GRADD" (18
<br />GAUGE AND THICKER M9ATERL4 WITH A MINIMUM YIELD STRENGTH OF 50 IAND
<br />AST M. A-653. GRADE B' (18 GAUGE AND THINNER MATE REAL WITH AMINIMUM YIELD
<br />STRENGTH OF 33 ISE,.
<br />7. THE MINIMUM GAGE FOR STUDS USED FOR INTERIOR PARTITIONING SHALL NOT BE
<br />LESS THAN 20 GAGE- STRUCTURAL. (C46IN DESIGN THICKNESS)
<br />1 SEE DRAWINGS FDA SIZE, LENGTH TYPE AND SPACING OE ANCHORS REQUIRED
<br />NOTE'. DRILLED N ANCHORS WILL NOT BE AN ACCEPTABLE ALTERNATIVE TO
<br />SPECIFIED EMOEUDEGANCHORS ANCHOR SOL IS, HEADED STUDS. ETC )
<br />2 CLOSELY FOLLOW ANCHOR E ILATION INSTRUCTIONS PROVIDED WITH TOE
<br />PRODUCT. BY THE MANUFACTURER. THIS INFORMATION INCLUDES DRILL TYPE AND
<br />DIAMETER FOR A GIVEN ANCHOR OR DOWEL SIZE, CLEARING INSTRUCTIONS FOR THE
<br />HOLE (REMOVAL OF ORILL DUST OR SLURRY BY COMPRESSED AIR AND WATER). AND
<br />MATERIAL IN T t T QUANTITY FOR A GIVEN APPLICATION S M A ION AND
<br />3. REGARDING'EPDXY' ANCHORS PROVIDE ADHESIVES WHICH ARE MANUFACTURED MET
<br />OST. RIBUTED AS TWO PART (BASE -HARDENER) CARTREDGE INSTALLED WITH DOUBLE
<br />PLUNGER CAULKING GUN WITH AUTOMATIC MIXING NOZZLE SUPPLIED BYTHE
<br />MANUFACTURER. EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C 881
<br />AN MUST DEVELOP&
<br />SPECIFICATION
<br />12FOR TYPE I. 11IV V GRADES CLASS STRENGTH
<br />CARD D Q
<br />MIN IAIUM t2. 650 PSI CDT.IPRESSNE YIELD STRENGTH; AFTER? DAY CURE.
<br />PREFERABLE MANUFACTURERS AREAS FOLLOW'
<br />A. SIAPrOISTRONGTIE-SET'EPDXY B. HILT;M0'
<br />OTHERIAANANUFACTURER'S PRODUCTS WV_LNOT LA CONSIDERED UNLESS
<br />T: LABORATORY RESULTS ARE
<br />ALLOWABLE LOAD DATA. BASED UPON TESTING ABORATO RESU
<br />SUBMITTED FOR REVIEW AND CONSIDERATION OUR PREFERENCE FOR THESE
<br />PRODUCTS IS RASED UPON THE AUTOMATIC MIXING OF TOE TVA3 PARTS PRION
<br />TO DISCHARGE FROM THE GUN AND THEFT LITERATURE WHICH REPRESENTS
<br />CONSIDERABLE AMOUNT OF BACKUP TESTING
<br />4. GENERALLY. ANCHOR DRILLED N DEPTHS SHOULD NOT BE LESS THAN B INCTILS
<br />WHENEVER POSSIBLE. WHEN ANCHORSARE INSTALLED THROUGH BRICK AND'OR
<br />VENEER. THE ANCHOR SHALL PENETRATE INTO THE BACK UP STRUCTURAL MASONRY
<br />OR CONCRETE AT LEAST 6INCHES
<br />S. WHERE DRILLEGN EXPANSION ANCHORS ARE REQUESTED IN LED OF CAST IN PLACE
<br />ANCHORS. THEY MUST BE REQUESTED IN WRITING BEFORE INSTALLATION AND
<br />C M-N FAT
<br />ADEQUATE
<br />1 U' 4NRE MUST BE SUBMITTED AS QO U t THSUBSTITUTION
<br />OFURER'SE ER US
<br />THE SUBSTITUTION OF EXPANSION ANCHORS MAY LI MAY NOT SE ACCEPTED
<br />DEPENDING UPON THE LOADING ANDS MUST BE
<br />APPLICATION R . G SUBMIT SLEEVE
<br />ANCHORS. ALLEORSAON ERMITTSMUSTWLL BE REQUIRED ANCHORS. GENERALLY,IF
<br />EXPANSION APIND MO ARE 05ELY SPA THEY WALL BE SPECTO BEAT! EAST ONE I
<br />ANCHORS.
<br />SIZE LARGER AND MORE CLOSELY SPADED THAN THE SPECK LED EMBEDDED ANCHORS.
<br />d. MASONRYSCREWS SNAIL BE 1.N' DUWETER 1 I2"MIiNW,UM EMBEDMENT INSTALLED N
<br />DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER SCREWS SHALLBE MADE
<br />FROM TEN HURCRED SERIES WILL) NOT STEELAND SMALL BE FLUORUCAR60,
<br />ITAN" COATED PROVIDE TSCREWS BYSIMPSON STRONG TIE OR EQUAL
<br />7. ALL BOLTS AND SCREWS TO BE HOT DIPPED GALVANIZED OR STAIN LESS STEEL
<br />TYPICAL FOUNDATION PLAN NOTES 6 LEGEND:
<br />I. REEERENCE(DATUMJELEVATIONUSED THROUGHOUT STRUCI URAL DRAWINGS IS THE
<br />INTERIOR FINISHED FLOOR ELEVATION OF THE BUT DING WHICH.IS ELEV. 0' 0' SEE
<br />ARCHITCCTURA M131OR CIVIL DRAWINGS FUR ACTUAE M S L ELEV
<br />2 ELEVATION TOP OF TYPICAL FOUNDATION IS (-) V-4'. U N 0
<br />1. REFERTOARC,HITECTURM,MECHANK',M.ELECTRICAI,&Pl LIMBNGDRAWINGSFOR
<br />LOCATIONS AND SIZES Of SLAB DEPRESSIONS AND THIRD SLAB PERETRAT TONS.
<br />O "F IC 14 VAPOR BARREEP.
<br />/. U N,O. TYPI INTERIOR V B ON GRAD TO BE 4 THICK FL bill R
<br />(
<br />CAL E SLAB E t )
<br />i T THE SITE IN FLAT SHEETS. NOT
<br />WITH 8%6- W A: W 1.A ING M. DELIVERED O t
<br />O NFINLMUS SLAB SOT STIRS
<br />RDLLEO GNAWED 1 iEXCES E5 FROM TOP OF SUIT ON J
<br />AT A I O COMPACTED TEETS OF 3 P MODIFIED
<br />NATURAL RGRADEMAXIMUM
<br />ANY NECESSARY FILL
<br />SHALL DE COMPACTED TO 95s4 IN MODIFIED PROCTOR CH AS S OILY DENSITYFI
<br />INCH ! INTER FINA'NING PROVIDE SAWCUT CONTROL JOINTS TO &DEPTH OF 1 NC PS SOON
<br />T SAWAND THE OPERATOR WI
<br />AS THE SLAB WILL AND TH SA WEIGHT OF THE 5 W D
<br />CUTWITHOUT DI DISLODGING
<br />SURF ACE DAMAGE AND THE BAY' WILL PRODUCE A CLEAN UU S
<br />SHALL NOT £XCE£D12fT O.C. EACH
<br />ANY AGGREGATE. SPACING BETWEEN SAW CUTSSNAIL
<br />WAY RTHE GFRT NERA! CONTRACTOR AIY CUT SEE ATE M SAWCUTLOCATIONS WITH
<br />THE
<br />ARCHITECT, PRIOR TO MAKING ANY CUTS. SEE FIBERME6H ALTERNATE
<br />I CRACK CONTROL . EXTLTI CI P. CJ: ND DATES NCH WIDE MASONRY WALL C AC OL JOINT O R ( 1
<br />G J. FROM TOP OF REINFORCING
<br />TO TOP OF MASONRY' WALL ALL TIE REAM
<br />NCONTINUOUS THROUGH ACROSS JOINT SEE DE AILS ON SHEETS So RV T /
<br />P I C J' AYH RE PROVIDED AND RJ JOINT SEE DETAILS ON SHEETS SDl ROV DE VIWHERE
<br />f INDICATED ON PLANS. PROVIDE
<br />CONTROL JOINTS NOT INTERIOR
<br />SPECIFICALLY ND
<br />T T FT OC.
<br />CONTROL JOINTS IN INTERIOR WALLS AT SPACINGS NO O EXCEED 26 0
<br />6 NO) INDICATES SINGLE VERTICAL REINFORCING BAR N A SNGLE SOLID GROUTED
<br />MASONRY WALL CELL ISEE PLANS FOR SPECIFIC BAR SIZE & LOCAT ION)
<br />REINFORCING SHALL ORIGINATE N THE FOUNDATION WITH A STANDARD ACT 90
<br />BEURtE HOOK HAVING ADEQUATE LENGTH ABOVE )HE TOP OF THE FOOTING
<br />TO PROVIDE FORA FULL TENSION LAP. THE CONTRACTOR S CAUTIONEDTO
<br />COORDINATE POUR LENGTH AND SCHEDULE WITH THE RESAR DETAI.ER SUCH
<br />THRT FULL TENSION LAPS ARE PROVIDED AT ALL VERTICAL WALL REINFORCING
<br />LAP SPLICES VERTICAL WALL R EINFO (i SIMI I. EXTFNDTO AND
<br />'AND TERMINATE CTHE TILE SEAM AT THE TOP E THE MASONRY WALL WITH A
<br />STANDARD AC1900LACEMENT WORT BEER'
<br />DETAIL IS AND SHEET SD2 FOR
<br />LOCATION OF LIAR PLACEMENT WTHIN FINE EELL(S;.
<br />NOTE UNLESS OF HERNNSE NOTED OR END AILED, VERTICAL WALL
<br />REINFORCING W WALLS BETWEEN LINTEL BERMES AND TIE BEAMS
<br />SHALL NOT BE LESS THAN THAT SHOWN TYPICALLY IN SOLID WAJ t
<br />BEYOND M.O.
<br />/. (at INDICATES DOUBLE VERTICAL REINFORCING tlARS INA SINGLE SOLfUGROUTED
<br />MASONRY WALL CELL (SEE PLANS FOR SPECIFIC: BAR SIZE 8. LOCATION) ALL
<br />PlROVMSK3NSOF NOTE TB.), ABOVE, SHALLAPPLY
<br />&. tpt INDIGOES VERTICAL MASONRY WALL REIN FORCING INTERRUPTEDSY
<br />MASONRY OPENING. PROVIDE REINFORCING BOTH ABOVE AND BELOW MO
<br />9 FWIINDICATES WALL (OR CONNNUOUSSTRIP TYPE) FOOT ING "%%-INDICATES
<br />FOOTING SIZE N INCHES
<br />III (CFXX'F INDICATES COLUMN (OR RECTANGULAR PAD TYPE) FOOTING ')OC INDICATES
<br />FOOTING SIZE IN INCHES
<br />11. DOC STEP) INDICATES STEP N FOOTING ELEVATION'XX'INDECATED HEIGHT OF
<br />STEP, SEE DETAIL ON SHEET 904
<br />12. SEE FOUNDATION DETAILS ON SHEET SOT
<br />13, SEE "DEPAH- TYPICAL NTERIOR MASONRY WALL BRACE%ON SHEET $02 FOR USE I
<br />WHERE INTERIOR MASONRY WALL DOES NOT EXTEND TO AND IS NOT SUPPORTED BY
<br />THE ROOF DECK BRACING SHALL HE PROVIDED AT ALL LOCATIONS WHERE WALL IS PNOT
<br />LATERALLYSUPPORTED AT INTERVALS NOT EXCEEDING B'-i GC. SUCH LITERAL
<br />SUPPORT MAYBE PROVOED BY INTERSECTING CROSS WALLS OR BY TIES TO
<br />AO.LA_ENT STEEL COLUMNS
<br />14, THE CONTRACTOR SHALL PROVIDE SUCH FOUNDATION STEPS AS ARE NECESSARYTO
<br />PERMIT ALLBELOW GRADE PIPING TO PASS THROUGH THE STEM (FOUNDATION) WALL
<br />SETY EN THE BOTTOM ON AHOY AJD THE TOP OFTHE
<br />!E BO O HE SLAB 0 E
<br />FOVNQATION BELOW.PROVIDEOF THEMINIMUMLAAB OF FOUR INCH
<br />OF 901E BETWEEFOUNDATION
<br />ONE
<br />PIPE AND BOTH THE BOTTOM OF THE SLAB ABOVE AND THE TOP OF THE FOUNDATEIN
<br />BELOW. COORDINATE PIPE LOCAL ION WET HE PLUMBIOL AND CIVIL DRAWINGS.
<br />i5. PROVIDE SLAB DEPRESSIONS, SLOPES SLOPES TO DRAINS, EEC.. AS REQUIRED BY
<br />ARCHITEGTURADRAWNGS. COORDINATE WITH PLUMBING AND CMLORAWINGS FOR
<br />DRAIN LOCATIONS SEE'DETAIL TYPICAL RECESS IN SLAH'. ON SHEET SOT
<br />16 PROVIDE AREINFORc RI CONCIN TC TIE SEAM AT 7HF TOP OF ALL MASONRY WA! LS
<br />(FLOOR LEVEL, ROOF LEVEL, TOP Of FREE STANDING WALL ETC-), UNLESS OT H ERVVSE
<br />0 ON DRAWINGS, MIN HA BE 10 INCHES DEEP X WIDTH OF WALL.
<br />SHOWN I OR IN ;MUM BEAMS LL
<br />MINIMUM T Q 2- 14 REINFORCING SHALL IN 2 TESL SOARS COAT INUOV E TOP A . IS SEVERAL
<br />L FEET
<br />A v s EVEN I M.O. IS SfVE FEET
<br />BELOWT 2 N F BEAM C Ill O.0 ABOVE M O E E F RAC
<br />BELOW BOTTOM OF BEAM)
<br />iT BRACE FOUNDATION WALLS PRIOR TO BACF•LING AGAINST THEM TO PREVENT
<br />OVERSIRESS(NGAND ORROTAT ION OFM WALLBRACEALL WALLS UCH PROTECTION
<br />CON D GER U7N LOADS N OTHER TEMPORARY FORCES UNTIL SUCH ED AND FIN IS
<br />NO LONGER REQUIRE D ANO WAIL IS FULLY CONS; RUCTEU AS DESIGNED AND FINAL
<br />BRACING IS IN PLACE
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<br />Dale O1/16/14
<br />DMIYt1: SF/ RM7
<br />Revised,
<br />IProW1�FMtpp IPMATfMN9 C04ITYTM�JfR1
<br />THE MINI u4 IMITDINI coou.
<br />i02013 HARVARD JOLLY,_ INC.
<br />ICDTHESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. Slr� 2, 3
<br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. I
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