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"'t. ........ 'o T NNEOTIONS SHALLBE-SELE BY HEE TE "k Ak" I AWS SHEAR CO MASON 4, 'C CODE OF, 0 _AA DTO THS:&PTH EOUIREOTO DEVELOP THE , �`�'_`,,�,�`� '"', � ''"; EXTEN "STRU 240,6 MINI PILES SWAL ply TE-24 0,1, M, VAT 3 2.(2) '0 4 Olt TAMPED BY A TI -o 5) D HE RE 0m,00 S OR)*SON CONTRACT DOCUI 'A -BISSIGN BUI "T W_ D�1�1 KI; r �, ,'' -$,,FASTEN AND HARDIN 11SUILDING CODE, VC T ki Ot"ERWIS9,INDICATED I THE EDITION, A wmlf-t,"LoNT"e"I 4 �LLAAAB SH LL W,� R T SOT SAS I0 CAPAC I TY AS I N D I C�ATED I N N 0 x -ABRI", I Cc-0RD lH, 'GA-0t A AN E AIS STANDARD W AdTICEI 1043. ,ft OT (MUM MINI PILE TIP ELE ION ED ON,TH , 'A-33 NS'REQUIPIED,BY R CfIbN,5*0dF THE GENERAL,Nl&i!lES,OR 'TH N SHALL BE,EL, 5., 4"'iA, N, U, ENITS, It NRY,ST U (TMS 4& TJA AN T__, I- C 1 N uf "'A L NOT -OR . ..... TERED IN DIRECTLYINC PORAtt STRUCT , 5 OR,aH IL ECTIONS SHALL,CONFOR TO THitRE ACt Ai- 'HNICALENGINEERiREO"IS -TEEYC 6021 0NN REGISTERED PROFESSION GEOTEC iE 011 24017 THE PILE INSTALLER-SHALL.PRO`\ADlECER FICATION,6 S� 6 ,T S'�(TMS AL AS 120,`$ THE CON rR Ag T ul EME v F 0 StA Cdtk�20 0 RA V, RIOA 'S INSTALLED, HAVE ATLEAST F FLORIDA,THAT THE PILES',A m THE STATEo ,V� e, k NOTED CAPACITY,_P 'SR "IT LTWI WAN ,it"RECTIOl"! P,INTOSHOP OF VV SIG3-OR T DITION V EATHE OMMF.,NOATXl D,Wl Ek_ N OF THE LA ,,�if 't 'EVITibN OF�"BUILDING"I C00 'SS WR ITTtk FIBRNAIISBION OFATLANTIC ENGINEERING MI"FdR COL -uam IOUT F T ROVIDE IN'SITU TESTING'A ZQUIREO OR RAL JOIN USING,HIG -STREN 0 BE"s, 'IT -T _�_DRAWJNG, T 0 R VITYLOA..IS' 420,4,' AL�,LMASON, YW.O�p,.,K,To'seeX�fCU ,� 7 N F RU' U THEA00V5 's IrIc, 0 OR CT ".."IrE, ORTHISPRO ECTWITH IRS `Rlt -PORt, ` It A5 A DF Wit 0 FOP, _N TH "`,`�"`OST tNiGTHE EXPRE AA 0,� ONIT, M 0 NG:RF CTIO p", V RY HALLAIEAST-toA324 TYPE'l�`W#"PtW S"' STRUCTURE- "UM54021A -AN (*ms 60NACI Akl 'e, -ONNCT 'OF ANY PORTIO ' NCE TO THEENGINEER "S",,SU It l`G'lSPfOP DRAWINGS,WH H' IN-COPIES OR SERVICE, Bf0f,",TE PC COMTRCACTOR, ALL SUBMIT EVIDE 01,4,301ASCE 6) AIMMOM,UNLES W" , 240,8 THE MINI PILE Nt N OF THESTRUCTURNL DRAWINGS ow RdbTUkE wl' dRY'ST X -AT N ED,WHERE INECESS RE NTS THE CONTRIANCTOR',k4j" '7 WR tTE E M S "TK ,'FOLLOWtNG:�ADDIT,,IO.,,N� T `AST oII THAT HE, HAS BEEN ENGAGED IN TRIESU601 StFUL INSTALL ibN OF N OTHERWISE Of ml t , NE !ON SIDE FLOORS, ATLANTIC ENGINES Y DU TO( 'AT Ol, D ,,WITH'OUTTf'4F.-,fXPfttS, Ill N'P R IS, IONOF '#IV V 14 1111 N,IAL ,REQUI ME FOR AT - S- ($)'YEARS,,,," SOCIETY WITH E PILES LEA E E IH, ' IFFE`i`kE,?4T'AST D S GNATI T -US, -OF H SOLTS,Wt 0 K11 I RADS�_l RE RETURNED REJECTED�,Pfi I F *6�6AO 3a"I'Awe "t OR F I BOLTS, 'IC �`&MTION F k h J, �sek\66es WILL se,�, ROISS16N FOR A SPEC F ONS ANOTNE SAME 60 PSF" CONT�RACTOR',,,Ofk"SUS,4'ONTP.ACTO'R TO 2"",_CONCRETE SLAEls-ON G THE RATU RE,$FALL Ba"OW 40,DEC REES F,THE 01 TIER IS PROHIBITED, 4 'MASUS, YOF , ""T -NR i ,,HARD-, SKINNER TE -lPE AT- UREOF'TH ' NzvC"i�,l*Q DRAWINGS 300 CEO R81NFOR I CONCRETE Z*wmt"j,4 t -v, RIC TE, NWNTAINEDASO 32 "I, POOL,T RRACk 100 PSF TIVENTER INTO A MASONRY1,h*-.4 VIE, blidWb`�F ' 'UM s Less",O TF 4 LLSEIN CONFORMANCE, , 306A ,AL FORCSDC0NCRE_ -W'ORK BHA VIVITH'THt -OR A MINIM 5 1 0,�b PROVIDE THE FOLLOWING,BOLTEO JOINT"ToEsuN c TwvvISE A ASSOCIATES,, ,ARCIRITECTS S �F G'SERVICES ANDTO PAY 24,f U`RtS, ETHOOSID SEa IN,TMS, 602/A0--153(L IASGE& I-NOICAT ED 6 NOittPON ORAWIN GS,,, "BUILDING CODE REQU IREMENTSFOR'STRUCTURAL CONCRETE"�ACI,3,'l 8, HEM LE�ANDI HO ECIFICATIONS,FOR STRUCTURAL CONORVT E(ACI p 'FOR T MON OF THIS 'ALL CON R OF AST kf' '145 m 204 T ED THAT 'ACTOR,, IHE RA 42 L 32 DON, ,LATEST EOMON)Olt THE AMERICAN CONCRETE INSTITUTE, 420.3, M TAR:8,H WORM,TOTHE OPORTI( "TIGHTENE", ALLSSIMPLE'S BAR CO*F_ClbN9 `LOADS: 30*%, 'SPE A, SNUG��llt COP LIVE B,_; R ORO Eor", YPE,M MORTARAT"ALL HIGHSTRENGTH C270, TYPE MC 6 ADET 5 NTS LAI IN, A At 0 AS P'm=,"MOG PS- I OWIN WATER.,P", IDE-TYPE, N40 T,,,,,,jR,, TH SEO' 'N, 100�TROL(T,,.,CJ BOLTSINSNUG4.1 JOR I Is 3002 MINIMUM,,-DE$IGN.00MPRESSION STRENGTH (Pa)REQUIR-l' 2 C MASO NAY NOTE P HE CONTRACTOR$HALL SUBMIT'PRINTED COPIES Of -OP O"NINGS OOF 20\ $F ED A71 8 1AYS. EBB NOTED PROHIBITED, ENGINEERING F, 'Y' T 'ORPNOIED COPIES OF R 'S-)N PITCHED R 1 Sih AT ALL 8 TR UCT URALMASON Y AND RE,I NPORD,-lEDMk' RY U NL ERVII SIST R EP R,I N TS OTHERWISE. -0 ODVCI8L A. FOUNDATIONS'ANO'GRADE'SlEAMB 'm LAtOOI LOADS: OPP UR(4)'REP i 60�WINGSISHALLCOIIN __4000,PSI ME 5, COLUMNS AND PIERS ta t_51",l'l___l',-,l� 4000 PSI ALL,WELDING SHALL BE"IN ACCORDANCE,�WITH THESTRUCTURAL WELDING n ON, -AN VELDING-SOCI, TY, 'CODEAWS- :Dl f LATEST,,lEbfb 6F"'tAF,,, E P,Oftali 0 (3)P p 'AN, 4%S FOLLOWIZ, T&Of"THE 0,413 OEE RINI'S E C, 'M SHOP'DRAW. TH OHM T ASTM C4,76 RIC V C, 420A GROUT! L CONIF IE "K IND LOADS(IWACCORDANCEWITH 0 SIGNSUILDING -SHALL B15,E,70XX,FOR,',NIANUkLARC,WELDING'ANDF7.X-EXX.X SO SIR I DTO VARCHITECT., ONEO)SHALLSE It,*PkoxtT w CODE PEP, T ELECTRODES R5TAW_ 'D,SY,THE�A_R ,,,Hf ATLANTIC EMINEE, N0 SERVICES 9NERAL NOTE 100,I), -(1)SHALL SEV MOUTED TOTHE P C T8"OT,ONE 300�3 MAXIMUM WATERTO GEME' TIT RA STRENGTH(F'o),OFOR OUT F111 AS INVICATE0,SELO SUBMERGED,ARC WELDING AdIng%wi t*wssway " i E� "k I N ,3OU0,,,MA`fEAfALS, TIO: R _W FOR' ' 6_1 R k COMPRESVVIE BE SIENT'll H FOR BUT NO LESS TH,- 841wl'"d 0 §bft 2w T), , , kN,2,=PSI,,, "-" ULTIMATE DESIGN WINOtSPEED'(SSECOND DUE # k Vult 13Q,,4PH "OtW T "T TH dm�n�lfla, PL-322i' l 'BE SEM' d-MEE ' E UR GO fR0,9 ALL,SHEAR CONNECTIONS SRALL 'At "POVIND SPEED(3SeCOND GU$TI,,'fatd 101 MPH OF'IBRDLft,,SHALLSE 6 '0 11,INCHES A "NIEAS ED B. SLUN41M 'APE 'S NO A.. FOUNDATION$,AND GR BE, A `STRUCTURAL 'BI AR 0W 43A, S, % 4AL DE ON TS OP 20009,18C, SECTION,16 -MNS AND PIERS C143 �REOUIREMEN NA7 611 r "4125,91256 VA, 'ORY=11 "TLANT1 ENGINEERINGSERVICtS 'THE, COLU 5-6 T ASYM 4,,' INTEGRITY ALL 3.1:�:,,:RISK �, EG 120,7 SUBJE ITO, THE�APPROVALOf A "ATE GRAD, TO $HEAR,CONNECTIONS,SHALL,H t INIINAUMI, OMtNA L AXIAL (AG 'E N, 314-0661 'EXPOSURE''CATEGORY=,D ELECTRONIC,, No 'bRAwINGSIN S TENSION 6 'N iNC C A% --C_7- CIS,F Comas C. SLABSONGRADE C MA&AGGR -dAtE SIZESHALL BE 3/8' STRE ITHIE-QUALTO 0416-HALF THE VERTICAL,REACtIONOR 5 4, "ECTRONIC COP S SHALL"AE SUBMITTED TO ENO RE CLASSIFICATION, ENCLOSED EL U It' KIPS,WHICHEVER IS GREATER, U 'IN S '1414 PCF) INTERNAL PRESS RE COEFFICIENT' (GOPQ +,J4 3 H L BENORMIAL,WEIGHT CCl*DRET WITH 00,4 ALL CONCRETE S_,AL rr wATERIALS. -IN p AT4 tTO,�POPTLANd'Dw N WITH,ALL CEMENT CONFORMING T' ASfM �0,TYPE I, it ON-1041,MAXIMUM LIM-Iff CEMENTI VC16 'ONG ASTM C2,7,, 10 ALL SEAMTO-COLUMN CONNECTIONS S ALL BE DESIGNED FOR THE CONFORMING,TO AST 0 1-,1;OME,COP R 4 3,TO, H EMEN TM pl N ATI T LL6k K3 5� AS tiii Cis 42.0 R,,PA GO NENTS AND OLADDING'PRt$SURE6; SEE"'COMPONENTS 15 "�`IICKAOE AGGREGATE SIZE$HALL BE,, I-VT-'FOR r-OOTINOS AND G RACE SEAMS,AND 'A ,,WfND,LOAL ABLE _N OMRDNE�D LLPRINT AND OLADOING ED Ry Em LUMNS,PIERSAND SLABS,CONFORIMINCTOASTM 033, MORTARO CONFORMING TO 29 A NO, UNIM, OF FOL IVIN-LOA PRE 3,14"FORCO PLA=iNG,-w-w, EasluRE otAGRA&f NE(l) CONFORMING TO ASTM C991, CAN, f 300,5 REINFORCEMENT ''Tfi;, IBEANI END,GO C TIO RE'Adt,�IOIN IREQ BY THE NNE N DE, IG RE.Ou t SNER 1,a- AL 'Ro, LID AND,HOLLW,LOADEJE 4,20A P , Vibe so NIG',CONCRETE,BLIJCIK'L�ft Gi Not ",,,9 BELOW, L H TENMN�AW C Al9,0KIPAX!ALF0 IRA`4 R HER IS, AL T Ak, DEFORME-OBAR$ ASTM A6,1,5, CQfff,,OAWN STMC90,FURNIS 'CGNCA#T,`E `�04 THe'a AiWW',A,F 5 PD ffiNG6,AND`bT Own S FOR His 'IOU i T Y 0 N".ATL TJ t f dV A INGSH.AkVE',8EEN,PR( CEDt-WIREL 1101 ,jfJESE DRAW �z 0 '6jF. 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WELDED1VIRE FABRIC STM,Al 85 LESt HE' FROM,COMIP TH15 CONTRACT SIERVICESANOAREINVALID� NOT RELIEVE T LlAkOEVITNI k F"di' THE OklS;REt ,O- Sff8LEF6kP RPORMINGIHIS 1614S, 40T Less 11AUI�Pgft NOE TH't'CONTRACT 9 N A TGRY� 'LACE,CONCRETEREINF, UNLESS EFFI CT P S"OF CON TRATED LOADSOCCURRING CLOSETO THE 6NDSOF 02 TJ4'E,.,STRUC-,TURAL',C>RAAIINGS SHALL GOVERN'T'p,WORK FOR ALL SAI $AT M 300.6 MININIUM COVER FOR,CAST-IN- ci� T R ''LOAD EC T 420,S HORIZONTALMOV RAND 'SEARING, -RED, I OTt E! VVISE SH ON OR NeN -S ALLI E A FOLLOWS,,, 1 0 T E 0', -E, IS�'T, 1AIN RAV Gs, H B S OF-I IGN. CTURAL R OTH RW 14E PEATU ES,UNLE$SlN �,`VALLS'sHALL BE,GALVAIN) TRUSS�OR LADOMOM DUR,�OANANL,'OR tORK FOR ALL 20 HAL 4� ARCHITECTURAL DRA"NGS S L N THE lb 0, ]FOUNDATIONS QJENERA� 'ASAPPROVED BY THEt.NG*,*-B. ,R' N H, G' GE BEAM,END DESIGNED,U LESS EQUIVAL-Ell IT, k FOOTING,$a GRADE BEAMS, 317 V IT Z�9 A i DIMENMN& P_ LONGITUDINAL WIR 0 R E AND 91BABfE SS, (WO AT,4W CENTER TO� IS yf A REACT '10 'Na" Adifilk"It"ING,A6'A(NtT,�O..Ui4DAT�tOt-4.,,,V-VAL'LS SHALLIW"PERMITTED UNTIL 'ED IT 'HANN'T E A� 'OLUMNS,'�PEDESTALS(07MMER-7�REINR) i" �cR tON UAL TO NO7 LESS T H B, C ZT15 V P-dViblE AbOITIONAL LAYERS, , _"OOTH E -P TURAL HAVE-0 t ',"IEDAND HAVE DIMENSION0 AD,, DO'NOT- SCALF-DRAWINGS TO OBTAIN DIMENSION C� BEAMS(OVER,MAIN REINF�) 2" NOT HERWISE_ S U RP mll TI'% ELEMENTS �,EN,P -At E,'ST C 0, 14ASS CAST AGAINST NT F ANOBELd A IP T� e HOUESSA PPDRT FORTHE b 'A S'GRE"THAN & V 'NUFACTURSR A,,, FOR BEAM DEPTHS GREATS 'D ON DRAW � _11 I , `Y4 PC joi 0EINFORCEMENTIN THE AfOCOURS IGS- MAY Be USED TO 8,S'TABLISm THE LOCA ON AND OARTFT 2 lR4`SLABS` DEPTH/3 FOR SLAB MASONR OPENi -PR, IDE LAP AS REODN i bet"a'Y INDICATE IN EXTENT OF STRUCTURAL WORK,IF A REQUIRED,DIMEIINSION ISNOT W, 'HERE-' _4 t TH 21`�l CONTROL" _Vl'_ 'A' x ",kr ��',l 0� R W M OF 6`_OIS\OqN 40 WITH FURNISHEDoNbRAWINGS,THE CONTR TORS'HALL�i�,kftauesx KFILL BOTH, "L"�SH 'T"SHAPE DU AT ALL 61, FOR SEAUDEPTHS-GREATE &PROV40V AL 3001 !SPLICESIN REINFORCEMENT,WRIERE PERMITTED SHALL BE AS FOLLOWS, JOINT THE ENSfbfif� SHA R INFORMATION, TO DIST _81 EXMED�2�0`AT' 4T "SE ;,"TIONt WI IN IM Y -,,'GFTAIL_, It ERF NERS, vPTH8"M LARS56,TYPIOAL THAN OR TO 1,4N T Itz EQUALI, BACKFILLINGT, I OJT 4-,Eqs IHAN�lof t EQUALIV 21 ;Rlrl=2,00xR ESH 05SS 'TENSION, 14EADIJOINTS SHIA OR BEAM DEPTH$G PSMIT 3-74215 L OTHERS L L P E,,US E, REATER'THAe _ N 'NIMUM, 'tQU- L T, RALL DINle N IN 'S OR Tld VE G& L'S,THtUS,,E'0 "V EQUIPMEP '�'VR CT R iERWISEJNDlCATEC,PROVIOVIEQUAL,SPAC,ING,Of'' U U, 'AL ATIO %,V HEI N Y A. %N10 DED WIRE M ESS OTI, ,F A IT B, AL LL SECA C, F t6OPONEKTSISE 'VEEN 0 NSIOM INDICATED ON OR* com 'ENDEB, CAB "WISE SEOURELY;MAC ""A OR 0 420,101 ALL,MAS -N LLSSkALA_BE, -T _Q IRY,WA �FP61 F UNLESS OTHER 14 =2�251lx R W `f To TH T U CTU RAL EILEIME N S-8, HALL arz sv,oJECT70, Tf fE TH 4 'AT THE'SITE AND, Gt IL PLOD 'X` "A D\PR TTA m N ER1 QUE 41,00 AN E CY OF A CHING.,MECHANICAL EQUIPMENT:,,,.1,, SSERVE WATER CONDIT101INkO 0 INST LLEISA SEC 'TA 3NG q All. NOTED �SYSTEWW`HASIE TOINISURIETHATTHE FOUNDATION 'THEEVALLS, `W IS EQUAL r .Tc E S R T .......... p , 1��, �'I'l ''1 1, �, 0, THF-RAICtioN TO ONE HALFTHEUNIFORMILOAb "ONSTRUCTION,PROVID ENOWEERSIWEVIEW AND APPROVAL, EX A NSREMAt RING C EFOR A R -OROANCE WITH,A]SO SPECIFICATIONS, FOLLOWS: , CAPACITY OFTHEME,48EAN AQC 300,8 CLASS "B",CASE�!*TEN$JON-SIPL X SlkiNd 8,' ALL'BE STA DEE4 NGRA "Eff ECTS OF, T'LE&$,zTHANl On. SAIR HE SH AS, N S-IN SO I ( ELL&IN ASONAY Q' IT TNI V RY� �420 -11 UT S HE GOO `0LIDALL C DREWS AN �UWE$SbTHERWISE 4' AtIED,STRUC-fURAL COMPONENTs'SUPPOIRT)NG ''F 'E BEAMSSHALL BE ONSI NOIC occuolkw"c"C'LOSE TOTHE; NDSOF,'TH VIBRAT A� RING EXCAVATION, A c ',& 0 EkkED IN MEC VE NOT SE'EWO15=910N'Sbf� 4ANNERAS TO 'ECTS OF A w ONINECTION,DES IGN�'' 200,13 FF PROVIDE A INDICAT 'jl4-',,,R '0 SIZE -TOP SAPS ALL OTHERS ,00 ,N V4414A TWO THE EQUIPMENT.THE' R'SHALL LA bONTAACTO 01E DID MVIIT 0BUNTE01, 0 *3 (#10) 24, I'SOLATORs �1,M, E T9 AND 13N$,, VIBRATION FQR,ANY K CHAN yIP d*RUCTURES TO OR CONCRET SHA #4 (013) 32 25, 510,1 STEEL-SEAMS, AND LINTELSIBEARIN OX,'blASONlRY E LL M OF 6 INCHES$EAPUNQ St*0616j��6OTkE� E - U At 11 P FOE 9), 48 -�3 7' LESS,THA_.27 FROVIDECOARSEGAOUT ,t'G,,'OL, PPORTING�ELEME NTAN 0$HALLEXTEND REYONOTHE,FACEOF THE "ENC OF MAVE"A," M RDA 'WITH ii* P` 'OVI ""' I UT PIVR,�,-A 11 BIN In 'T',`,SPAG, IS TH STRUtTMREINAGOO NCE #5 (m 6) 40 31 ,,44013k, DE,F NE GftO WS C 40 6'V 4 RES-1,D "N' IN IT' PAOEWIOTHS Z�OR SU R EN DESIGNED TO 8 TE'SLAIRS N,,-GRA ON 2100A C-Na' ;ks-T, '0 " '' "OlE�RAVE-BE �Q EMENT BY'AT THE DEO -,OF TH SEARINGPLATE'PLUSA, #7' -T_ 41, N"RE"I BEAM NG EL 1 144 tATEOL PROVIDE FIN"ISROL -7, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,DIMEN SPOON$, F, ''t* 'iLIES�N ED "1303 Beach Ave COMPAOT"et''gUISO, SO 0 4""" , ACT r)FILL' i _'l t (IN -S 'N OTE 'OTHERWISE. �C, f"ANYANRALL WS ROPERLY COMP, FE '6 -26) 70 54 # 80 62 0] e RG,ITS _,TCl,,A1,4' O�SHALL NGTIFY,,TH A Atlantj ,,S lowida, 91 70 514) -�H -,AND,C 0' +0 'ID TFIADISS."tHAL BE �CUT- �L (A UCTION 'L`J '*t$� N MAS NR PERT14TYP44L "AA 'IF ODITI kP*�#EDINNING THE WbkK,,,� '10 -(02 420,1* PR A ONAL INFORMATION, ETC_ tf V 102 79 IOVIDECONTAO .0 Il 00 Y OLE T JtEP5 RED R ,,THeR L 'DEAN THESHOP CUTS OR I ITECTUR"AL P OINT V#4 SHOP,0 G ANOMA 'HEi PE, NSI �T NOTE 7"- 'WIOTRAND LOCATIONS�T.HE 1 ED SUFNINAIZOR'HOLES It TRUCtV c 0 bt -M� TERIOUS MATERIAL-STR.' ' PTH R :�PIHG DE $ARE 'CUT T Pgm, `61RES, SUCH DEMOUTIO IALL BE CONCRIE'El I 3ALS54,OADELE TC RIS LS 4`0 EN LYTION IN THE otMouTioNoP, A ' " PS � T l0t`0 04 1 0A IAL' Xt TING ,ON THE RAWIN 11, ;4, ''�:��'R,- ALL't-O "Ok VEGETAT N AGA t MR IE S 14 EX"TREM�F`dA ''PE' to ARCH 0khWINGSFOR CONTROL J 32233- rA #1A, 113 TkAC i THEOPNTRACTOR'S''ALL USE , 'emo EXiift STR I J N SH PER_,QRMEO)N S CO, NT,LAY 0 THEARO"fKRI T' "R�REVI W AND A, PROVAL, ITTED, N*RbL&,' W 415 0,1 N"�tt,,OROANCE,W, I`HE, RUCTURAL NTEG RCEMENT SHALL BE-LO -A T At4 D ,",,,,,,ED AT MIDSP AN 'MASONRY C ATH"THE N k"Y', OP ALL i N 300A SPLICES-IN TOP REINFO, A MANNER AS TO MAINTAl ST I 'IETweepi AN PLIC58'IN BOTTOM REINFORCEMEii� SHALL BE LOCATE OVE 4N, ETR 'T, IDE SHORINGAS REQUIRED, �OLLCW`IN :GWBELWES�UNLtSS OTHIE"iW6i 6k i5f�� GS7' 510"ilIS' ALT DO DRIES TOR ISMAIN, PROV fAlLS,ARIE UNLESS NOTEDOTHER 1� E, coNkeurm DETAILS MAYBE U$EDlr SUCH OE n, -MIS G `COMPACT `OILS WITH GL, zXPOSEDS LENRIN 20, 2,,, EC A -SOLE JUbdlE _'ACb&TAt4dEANDTHE bu SP I 'k,"'�L1,GI4-,,TWEtdHTSLF-DOR:PO'LLEP,�UNT4.A T -CONIGR dAWNRY'&WkUPF0)q OF SUBMITT'ED'TOTt'itENGINEr-R�FOR , V -,W D,A, OV L OWEV RTHE` aa Tfilf ONTRACTOk SHALL PREPARE A WRITTEN DEMOLITION PLAN TOSS, RE le AN PPR H E 300,10 TOP BARS IN BEAPAS SHA LLT6,,WINATE,INA CLASS T NS ON , RL CIE- R A. ALIGN CQNTR0L�JOlKr,,Szt_N ETt E 'I'll"t F_ksHALt,,0ETHE Main se D T R IMUM D Y OTY ATO NSJN ,'TkASlOR`S'8ID BHA ANTICIPATE THE-U$EOF,TH 0 "d j OF,THE M0, 01FIE, 4AROO,A '__kECONT#A l D I ' ' W` �0, 'TIONS,LOCATION OF BE SPECIFIED Addition Pod), Al M,SEQUENCE OF DEMOLITION OPERA 6BEEN 1XINE TOA DE,*lT++bF At LEASTI 2- RWI§'E' HOOK AT III Su6m pin'TTEDTIOTHE ARQHITECTFOR E�VltW TH10P�T6*1CAk AS Ift *rYfHtAQ_CAV, �'WALJILV R SCON'TtNUOUt END� 0 k4ASON3Y CONT C 'VENEERUt4ttSS'N0T AIMIRIMU b4557)-HAS DEMO tHOWN'ON THE DRAWINGS4 PROPOSEOTEMPO, SHORIP� 'ERACIN 'ETC:,AND s AESPONSIBLE LoWT" PA&tD S URFACE.' THE-DESIGN OF SUCHALTERNATE RARY AMAkINIUk 1 20, N bto to I N 0 0" DETAILS,��'IVHICHRE PR RD S, -TANI ARD S- `URE '00 6 'D,THE CO 30011 ALL REINFORCING HALL BEHELD S _4 _4SRACNGOF , 0 BE Mf F DEMOLITION.WHERE REQUIRE 1L 'ELD NNID, UM OF"IS FEET PRON 'CES -R R N A 'PROPOSED N'fRACf0R,, EC ELY P, T N,W T S 4' CON ALL E AIAIANJ ED UNT�L ALL MATERIAL PAS EN, DED WIRE.MESH SH T MAJORM ',CkAN� -A Av SIN, :L0O9`8LABS',R ---F, 50K-S�'AN "S' V� LS' .HAvB a 0%, GA ' 'OWPLAS tC ALL STRUCTURAL,'STEEL.FR 'HALL,BE SECURELY BRAD ' "'ED MALtNQ -R, "REP 41 H RVICES OF-A *W SHA L CONSIST OF,AlklNOR A MC,N, T, AC SSORIES DURING PLACEMENT OPCONC,ETE, REIN 6 ti G S14A !RETAIN T E BE TE k -P 'FIES IN IN THI AMES:$ SING TH 10 'A CH h LIGON D TO,M,4CTICE, i's-iA 6f,FLORlDA 'SH 8 G ZE WITH SUPPOR FOP,ALLEXPOSIB0, 0�i A 0 PLASTIC COATED F_ET,ALL WEL 4ALL,'St-CH IED IN EIGH�T, 00 ,D EENINSTALL Eb AN ..... Prtme P§bPoSE6 200 MESH StEVE,PLAC�E-STRUCTURAL PILL IN LIF"'S'NOT EXCEEDING 64N 'DESIGN BU ' A NGS", NE commot,EACH r-Y ISSUE nON NCEPTAND, OUGHLY WITH THE, DEMOL ",,,SIGN CO ACCORDANCEWtTH[THE- ILDING CODE vv,LL�OPFNI SE66M PASLE*F STABILIZtNGTHIS#RAMES TEMPORARY SHORW0ANQ�EPRACING.1 0 WITHIHE DE "N ' AN d' ' 1HR E K ESS 01 `06 iRA ' AT I&FEET,Q N*bLJOtNTSJNPARAPB,% SH� CED N ................... -CTOR',LIGHTWEIGHT SLEC N b" ED 540,47 ALLSTRMT-URAL STEEL WORK, EXCEPT PORTIONS 0F_MEMBERS-To,BE km m AINEal ,IN 4.1 F6", tNERAL COMPLIANCE- T "LEPLOOMPACTIO LIGHTWEIGHT CQMPA OR,,R& 'R'k - -4 -N �CENTIE lN, MkVH R "JOINTS],_ A he 0a e escription, "JFT, D 14OP PAINTED WITH ',O�*MAXIMUMbRY,DtNSI'T'Y lSOSTAlNED,IN-,`;EACRl OR TS IN WALL, It DE, _W �6NT L"J NT, NT 0�,7 I% T 00 -NT$, COMMENTS REGARDING THI SUB Sk 'ai'66NTINUED UNTICA DENSJfY*`,0F AT, LEABt'061KOF THE MODIFIE:) A "CiN B 300,12 ALL TIES SHALL HAVE,iSSIDEGREE,HOOKS, �E PAR, A c 4MAC, COME ESE S ALSDO TP5&N' F C WIELQEQ,,�FIELD BOLTED,.OR LIEVE THE C ONTRACTOR FROM COM Num'"44-i N FIREPROOFE , SJH,�kLL 13E S PARAPEToNLY AT-MALF WALL FIELO,,�s, A, , PAINT T RIAL WH PAJNTINGCOUNC3L;SSPG, 300,13 PRO\vlIDElf2*1 PREMADULDE 44, C(*ORMING TO STEEL STRUCTURES, r '000 NT&THeCONTRACTO RES'liON,',,qISLF-,,FORPERFOFMIING,,t�,S DEXPANSIOWMA,E BRE SLAB ON,QRAD E JOINTS,$HALL E U RAINT�416 Ap-,PLY,PPIk�IE,PAI'NTAC.CORDINGTOSSPCP,4�t�'T'S"e$TEN4�GU]OF-� AND$APSPACTP 101"I[f X ' SMISILI Y W 'RE#�OF L60SESCALE,RUST,OIL AND CREASE, IN 'A$AF 265A THE'UPPER 12" ORALLSIANDY IN'THIEPOOTANG EXCWVATION 10T [OF318'ANO$HALL T 0 STEELf IS "'iAN14 ISPOU IMW INS W AWIS 'ONTR,L L PEAVINIM H NO, NBC AROUND 5. NO A All T A L LS, U L S,S,OTH E E ICOLL A, NO, '3111 C61 its,iiii AL WITHA M MJIM f UTILIZE 'ATIEN SHOWN ON! DRMAVINGIS, TTem- -0�,T Alt T 1Q,T S ALL E d OMPACTE. 1 0', -7 7� ADD 'A SHALL BE FIELD PAINTED AFTER WELDING. F ROCT ,R MAXINIUM,ORY DENS MED I P ON t AREAS NSPEG,.,,, IN, I ACC RDM E WIT, iTY,i L STRUCTURAL WORK SHALL BE I Of `C RTH OkTiO�64;�RE00 0 01. ' AL MRA TION OF '140LIES-AT, "K OF' ONRY Al 08 ---AN At,kXASTING AND NEW STEEL FRE BOF LOOSE SCALEJ w'ST,OIL, Y A�SOI ,,Sl GHALL BED014 W!, 300,14 CONTRACTION JOINTS,FOR SLASS ON GRADE SHALL,BE SPACED NO MORE CODE AND ALL LOCAL ORDINIAN ES R S ALL-ENGAGE A,Ra`A LY LIGHTWEIGHT PECTIQ0 SU LOINC 0 ,THE,oWNE L vw. �t" 5 0 ItLE I ' C ITS 420AS Tf4A\N8'-&,'ONl,EN I A,PANEL$FORMED BY JOINTS,OR SLAB ED,�.ES$HALL PROVIDE CLI p-N, UT AN -INHfSIT$NSUEISTANOES IN ACCORDANCE,WIT , TH A LENGTH-TO-WIDTH RATIO NOT TO 'A-" NC' EWITH AN:EXPEA(ENCED, QUALIFIED IN$PEC`TlON'AGBNCYl SUBJEOTTi-TO T1,4W, OR,Ife' 'VIDUAl SL! SINGALI, -TW -HT'CO T S AS SQUAREAS POSSIBLE W1 WAU IN"z"'d, 'MMONOY CdbtAT REINFORCING IF HIGH LIFT _M,,AC D OTHER,BOND REVIEW OPTHE,ARCHITECT,TO REAPO 'LIN "AS, I- $jN LQ,'Q3ETH.fCKNVtS,, 'I. AL WORK, H E RATIO 61 S ' -F U STEEL4TROCTURESPAINTING 0,OUNCIL(SSOIC)SUiRFACE PRE,, A -4 �EED I,& G, UTINO mwl\I I ENDED'',, EXC ��pvc SHOP OR FIELD APPLYONEPRIMER,COAT OF TNEMEO,BRAND TNEME-ZINC P *,,VWTHTH THRES OR REQUIRED,.THRESHOLDSUILDINGSSHALLtO -7 BE,,INSPECTEPSY,At C ECTOR IN ACC D THRESHOLDANS, 'T ' IN C 1500 SQUARE AN H zq�& MIN ILIM OF ISNE -PLACE DENSlTY,,,'TEST-P R 'ORCEIMEN 42016 bli '8ARAEINF t.9HALLCIONFORM STM",A64E,i RIA,%, VERIFY 0 FORMED 'a `27 TS AND ATtlEASTONEIN-PLACE "A TN' TNEME-�ASCURFE 1,61 PAINTING SYSTEM,, APPROVED, J� 1-0 A C LA OMPACTE0110w "INS,PIE CTION PLAN PER Y E R o F c' ' TRA -,H L P AMER(OR AN #[NISH , CA OF' 300,15 CON CTO L INIENSIONs AND LOCATIONS OF ALL SLOTS, RSiA �§GIE4_ R �PIROVVDE,L P SPLICES PEIRTHS,TABLE VIDIE BAR 8PACERS EM, ,C BRAND 'PIPE,SLEEVES,ETC,,AS,REQUIREO'FOR MECHANICAL TRADESBEFdRE LbW�PRO VERY -O-Foo�tl 'SEA ING OR ORDANCE WITH THE 710ft PROV( -0 OvAT R -6 LINEAR WRITTEN IN, TRUC, I'l, ST EP%PqOT #` ' O�GRADE,.SEAMS BELOW ALL-9 RYAN V I TO,, COAT 4 IN-STRICT,A DENS f0ft,e 1 BbSauARE FOOT OF SPRE_A NG R RE 010, N: AN ITYTEST, CONCRETE IS PLACED, R 0, _,P �O�REINF, "A ENT), MIX ANDAPPLY, M EQUO & "'Y� 7, 0 F EVER fQ, ANITA 0*� F-b Sd TIN JNES�PROVIDE STEPS IN THE FO 4A VV&H'T)4E' DEIFINfSHCl 'ATING, L UNPATIQNS1, ol V THE'EXACTILOCATION AND ELEVATION OF 300,16 PRIOR TO CONCRETE PLAOCME114T,THE,CONTRACTOR,SHALL SUBMIT A COLOR AS SELECTED BY OWNER, TYPICAL DETAILS�COOPONAT CONCRE '0 4S, TEMIX DESIGN THE PLUIMBINGA-INES W ITH' THE MECHANICAL_AND PLUMBING D No 'Pki-04 I"'ACCORDANG WITH ACI-31t CHAPTER #4, (#13),-14`� E $ 610,19 FOkSTEEL BEAMS WHERE NO INDUCED,CAMS R S, 'TRL 'ER IS "ATE0,FAISRICATE KTOTHESS ICTURALENGI OR R V EW, INDIC 'ON CONTR 7ORS1 ,PROVIDE,SLEEVES*4145FOU WALL&AS' REA ME BEE Q TO,,EfE ,,,A' UNDISTURBED,SO AC 210.11 SP ,,OfOO_INGS,HA i�',N,DESIGNE, A 1BEAMS$0 THAT, ANY NATURAL,40*0 t"RIENTED UPWARD AFTER `19) 474 no -date i descrIpfion, OWABLESEAIRING CAPACI* -HA W3�ANALL _R OR e � REQ0 .,,ED'FORPfREPP_NETRA & C010PACTED PILL '_"'V_'_'vG" ry ERECTION, -0 N 350, CONCRETEMASONRY ANCHORS Of l,600,PSFTQ BE,CONFIRMED SY'A G ""'T W ,,T, 'O APPR T 90 ECHNIOAL-E 10WEER, -42 17 MASONRYCOURSINGSH011W RED 1 Ni IS OXIMk, E:REFER TO flk SHOPDRAWINGS' �N C AND E41EVA-VC44SFOR ACTUAL,,COU RSfN C t PLAN AiTt" C'TUA -1 T EE D AN 'SIAW 350A ALLADHESIVIESTUL PCHOSS, 4A L"BE,"HILTI HIT-HY100 ADHES- WE NA ik 5, 0,20 SOLT AND WELD ESTfNG_ A 'HOWN OWTHE� RAVM_,Ga-'AT WHICH F( ARE TO 2102 ELEVATIONSS Nt- L 'CON PORA R VI ARARE,,,.,' F-XINIATB, NIATERIALON,,,,WtiIC4-4�'POUt,-,*,,-,AT-'tc)N,,'s"ARE-,roaE,�kR )uNbAno -' ' 'COUR-SSIN DRAWINGS, I v I!= CONCRETE ANCHORS"'AS MANUFACTURED BY HILTIPA'STENING SYSTEMS, "A" -THE TRACTOR SHALL SUBMIT SHO WING$FO` RE EWSY tio 815 APO k ALL SHOP AN D FIELD,SOLTS SHALL SF-_,tSzSTEOPER,,,A,IS-C AST'� '-,NQT"l,CAPACITY .44 Q SHALL'k AT'Ll" THF-A" ilb EXTERIOR CT SHOP, INC. (OR APPROVED EQUIVALENT), AT,' ANTic ENGINEERING sERVICIES,AND THEPROJECT'ARCHITE 420,18 SRI "VEINEER ANCHORS SHALL BE,PROV10#0 PEOIAC' 1630 AND SHALL BE REQUIREMENTS, b"INGS SHALL�BE SUBMITTED FOP,ALL STRUCTURAL COMPONUNT& F �S�HALL`&EA*NIMUM OF ir�"W,:lNJ A4 H 6 T 4-L 6 VER , 'L AITH ' AN 10�, ,,HO, IZ N A,-,,Y- R S 1,WE SHOULD BE VISUALLYJNSPECTE SPACED NOT MORE1H 0, 3VK.2 ALL EXPANSION STUD ANCHORS,SHALL BE`HJLTI KWfK--SO LT 3EXPANSION .TICA,,',LY'W b ADDIT- JAL -Of N 'AND,"SPAC 4DED, AS,M -T 'RE 8 HILTI'FASTENING SYSTEMS, WITHIN 81 t,'OPE I,N Zm INCLUDING, UT NOT LIMITED TO,THE FOLLOWING: 15 NOT GHOR5 -0 u CH-R 'JON AN 8'PROV AL ,LDS CT- OR 'ETAfNTHE SERVICES OF A CONCjRETE,,AN $ AN 'FACI U 0 Y "ALL01 2103 THE OWNERICONTRA SH MOAB,THAN 10""AROUNDPEFRIMaTTER- CHORS4NSTALLED 510211 ALL EXPOSED STRUCTURAL STEEL$HALLBE ARCHITECTURALLY EXPOSED AID SHALL,,-� _OMPLY�iI�FABRICATION; FE, UIVALEN A FROM INSIDE FACISOP or- -31- CTUR -EL A S Scale, P-1 OF T), x INO� (ORAPPROVED ED .'BRIC , VENEEkAN FABRIOATE-O STRUCTURAL STEEL R "'S'PONA aE6 tdflN AL,RNGlNEER` SUBJEC"T-rd"I"HE PRO�� L DR AL STE --,( 81 6 )A ALL CONFORM TO ASTM A36 STEEL,THE"HAS REQUIREMENTS, INCLUDING TOLERANCE LIMITS,OP'Ats�"cone ASTMA1903 STEEL,AND THE,NUT ERID PfqlectlNo,,� 14 clef A FOUNDATION$, BEARING LEVELS,,ETC 'INFdRGINQ STEEL FOR CONCRETE ANOVASONRY-, �E' "k6WIliCT,TO INSPE IN WALLS WITH -DTC i Li IC E;� 'RE TH TH, 'AN '412"�SHA� es WROCr SH GREATIE'R TK.`� 4`� ANO:VERIFY,,, :Tj,' SSEARH�AS,AT _LSE D, BIG D,5Y�A, g A A' THE 36,11 IH AS AN 111A P �St 0,PRACTICE FOR,STEEL BUILD NIISS'A G L CONFORM TO N -1 04 ORMED METAL LtASOTHEA NOTED CAPA6,' 41 PER100,t �SHAL 0 S�FOR TH E",'TT fl,�MOAP SUPER ANCHOR ROD" E'RED,04 m AW3 E k STEELIO 'flfltO AS AACNMtjijRALLY "A 'NFOR 'ASTM, I D "D'Co S, ALL GO M T 0 ED by, TL ,L,STEEL. MIN,f3w S RL IRA Checked by- EDWOOD 24(L' 'NGH AL,t 150,4 THE'KINIK-BOLT-33 EXPANSION ANCH TO ASTM 42019 ALL,A I,IOR BOLTS$Hl "TO AIS 07,� OW STUD SHALL CON RI XPOSED SURFACESSMOOM SQUARE"AND FRIEE OF NS UTILIZE A A1510 ORASTIM A108 STEEL AND THE NUT$HALL CONFORM TOASTtyl m,%3, 610,22, FAB CATE WITH E t N F, FORMED METAL FAERI'l x 0ITTM,ROSY,SICA m sHIEs INC-,,u0jxG T"000 SiVITH A M 4UM Sheet Title GRADE A. SUktACB'SL5fA-I CONWQTIONS, 5101 STRQ0TURA!,_STEEL, ANDROUGHNIESS, k,S NAMES ROL AN �ROLLEDTRADE ' WO I' INES LOADS,,',,,� MOVE,SLEMISHIES BY!FILLING OR GRINDING,OR tY W�OINGAND 'm 9 ANS A PC it " RAL' VVOM, Ai L "NA 350,5 ALL EPO)(YADHESIVE ANCHOR$FOR ANCHOIRINGTO HOLLONVNMASONRY 510,1" ALLSTRUCTU -STEELl F*--�SHALL BEdMIA _0 E 27 R , GENERA 1,2 SH OMP E E DRAWINGS TO B SUBMITTED$HALL,PROVIDE,0 1 L T THICKNJE,561'ASTM SHALL BE"HILTfMIT-HY 70 ADHESIVEANDIHOR8 AS MANUFACTURED BY HILTI �BRMATIOIP`FOR,'HE PRODUCTS OkCOMPONEN -�TGIiIESUPPLIE S SHALLUE AS-TPA IF EINING,�TREATINGiANQ SHOPPRIMING., N T N, T X ITTAL INFORMATI N SHALL INCLUDE,BUT NOT,BE LIMITED TO:MEMBER 'A FASTENING SYSTEMSjINC,(OR EQUAL)�, JENtS4,Nbi A-TE6' V W_p R INTIE, 'ED -ORIN DlISt0,BEFORECL A FORCES ANG,MO? ARE' WI 3r" SHALL BE ASTNI A36 v �3UOMI NOTES RN BE -`ISON§OF' SlIZES AND,DIMENSION&�IGRADES OF MATISP ALLOWABLE STRENGTH �SIGN PRO 164�MATERIAL FOR UBEW 1,0AL Fol TH 2 - -,,AL-1,�,E,,.XTIERIO,,RS,,TRUCTURAL.,S,,,TEE-L-$,,HALL$EH'O,,,,-DIP RA T C-L NIZED IN P 4RE `E S L E E ra A N C H GIS, A S MA N : ACCORDANCt'iM* EN-4 350,6 ALL EXPANS104ANCH, FIS.FOR-ANCHORING TO MASONRY,BE��HILTI HLC 'PREP 04 QUIA 0,,MATERIAL FINISHAND MATERIAL.COATINGS TO BE COPS! Pw '2403 MINJPILES,ANCH, SA"OBRACKE-TS�SMALL'BE,HOT-,DIPPtDC,-ALVANIZFD SYSTEMS, INC, THEO 4AL"NOTIES, OR 0,,INFORMATION'RIE (OR EQUAL), Sheet"Ntirtifie'r REQUI fOR OTHER TRADES,END CONNECTIONS, BRAND OTHER Re ASTiI01163 5102 GRADE, 1:STEEL, 610,26 LtVEL(140,CPOUT",,,SHALL,,B-ENON,�SHRfNK, -METALLIC TYPE, ACTOR Al ,FROM LINE;SP9CIALERECTION"AN i T NON IN,, ALATION T� "T A� Si-tARES l6`4 'k 350,7 A H S PRE-MIXED GROUT TESTED IN ACCORDANCE WITH CE-CIRD H L THESPA CANG,,%AtNIMU?v-1 ENI NT AND,INSTALLATTO OF T E A, C OR -C621 ORASTM t)URES,INCLUDING REQUIR,,M ,E ILIZATION, 2,-4 b,4 PRODUCTION,PILE,WORWISHALL PROICEM ONLY AFTEISt',4CCESSFUL LOAD ASTM A512, vl� TS F C1,09,WITH fo OF NOT LESS THAN 5=�p 1, GRADE 50, jfES-TPJLF_,SYAN,APPRO P IR5RS RECOMMENDED SHALL 81F INACCORDANCE WITH,THE,MANUFACTU ?0F ON 'C NY�T 14 *MPA HE 'AS STEEL TUSES# 5S,`1 H ASW, ' OR A ....... 4'� 'A AND A �3, ALL�S, 41T ,C0RObdRY SUEMlTTAL$,$HALL H, S 510,26' ALLANtHOR,SOLTSISHALL BE ASTM ASS OR ASTM r I SS �6RAD5 X f2k, HOPORAWING"New% E, G BU6SEQUENT THE OUS HAVE'ALL�R&ilbNt' �PREVI ISSION MINIMUM,3.141'DIAMETER W ITH A M11NIMUM CoNI!R'gTE EMBEDMENT OF 1,2" kL ,T,,,4M A, N OSE 15 S 'LESt" OTEDOTHERW E. E, UNI CONT S 0 PILE IN CLOODEL PE , AS, )'OR 6THERWISETOENTIFiED ORTHE, 'EMITTED SHEETS.. C_ STEEL 01 E,RESU ENIaINE bOtECOR" COPY-SWO, THOUTIOEN IGATION, RESU -LS AN D TIF WI BMITtfA CONFIR -REVISIONS WILL BIEREJECTEb WITHOUT REVIEW, v D-� ANGLES AND PLATES ASTM A36 'H IE-4NOICATEO IN THE COLUMN SdHEDULE,'�*CTIONS OFISTEEL, W�ER OF B10.27, N MNSINDIRE-CTCONTAdtWttHEARTHt, �P PEIR 24wo, PILVIN-TALLATION,SHALLSE OBSERVED AND MO ITOFIEDBYA HA Elf NOT SET' REOU THE )3011 T O,� CONTRA CT BE IPES7 4 A Co' 'EU ATLANT 0 IE(I E GIN N �E RE0fmlSEN**E FkOMTH9 GEOTECHN4CALENGINEER OF RECORD AS 'A ONC1 -01STPEL ESPAINTING.00 L ASRH_LTIC PAINT CONFORMIN01 E TRLICTUR NOICAT GIN20 1�\ PA 'T (S P, N, SYSTEM O�Vl J, P lad"�_ Iffl Rl F,1�7 ........... iwi K dow 'y' 7 1.5 Al" % L HAVE THE END JOINT$LOCATED 'OR AND'"R-1 F PA 'EL$SH 'LLEL.Q wTZ,"' 4Z \A 60PORfS AND SHA�&,.-:A %Is\ CA FRO -8 UFAC TUREk'SHALL REFER TO MECHAN ICAL, A" ' 'I 'CTURAL'L 0' V ..i....... S 636,111 THE,W0\O f 5`MAN V STAGGERED ONE HALF ETHE ROv ELECTRICAL DRAWINGS FOR"COORDINATION OF MECHANICAL/ELECTR L ALL BE414AQDORD�,�,4 , PAN EL LENGTH,PRO, EAT ADJ* RANELS�, EL TURAL LUMBER WOA]ktH' PROVIDE I/r SPAC RAN UNITS ANOfep CIA ENTP, ,0D,IJ SIUPPORTEOSYTKWOOD,� C AT RUSSES Ndt CTIONW(NOS END ES, T b oNTNE,STRUCTURAL DRAWINGS, AN WOO1 A VALLPANEL SHAL040k""JOINTS LOCATED OVER W 1000 4 T*4i To H NICAL/,ELECTRICAL LOADS ARE�ATTAOHEO 63514 WHEREMEC TRUSSES T, ACH V\ ,CEED THELOADS AU SOUTHERN tNDICATE_Q IN JINIMUM'Na 0 2 GRADE ,A T ED�LOADS SHALL NOT EX 'A g 0 SEES(NOT INCORPORATING THE SIZ-,t, i6krFACTOR 62C. S A-L 'ABOVE,THE WOOD TPUSSI MANUFACTURER SHAL E CEED THE L P j AST "W,L ELS V BE ow , Nu INOWOSHALL HAVIE�AT11E THE�FOLLOWING_,'MINIMUM ALLOWABLE VY"P BRE TH5A,,,,",T,U'AL-LOADS5 OADS TH LE s T, y- DESI�*,STRE AwuST N (R Sl )S H L RAN HIGH ARE INSTALLED IN MULTIPLE , OURBE MOISTURE-CONTENT OF �4�'EVERTIOAL PANEL,JOINTS�S�GEREDONEH, LFTHt-PAN L LENG TH INDIO, (OF 0,,M LUS OFELA,,,TICI A M AN T , pw ,0 PROVIDE ADDITIONAL FRAMING TO DISTRIBUTE THE LcAos"TO CONFORM 01 S IN -E ? IN r THE LOADS INDICATED OR PROVIDE ADDITIONAL LOCAU4 D CAPA61TY & UOSW T _,2X CKING fNST,ALLIED vVITH THE BROAD FACE, THE ST H 'A'SLO, T VEI Ii -,B0GEB,OF THE,PANELS BLOCKED BETWEEN TR le Fil I ANDSHALL HA 7 750 PSI 'A 'AIN TH N THEWOOD USSI)ESIGN TO SUPPORT THEACTUAL LOADS, A, Pb,( ,E, I ia J,'S 4E THE PAI, EL, PROVIDE 118 PACE AT PANEL ENDS A 75 psi 635,,15 WHERE MULTIPLE PIPING LINES RUN PARALLEL,STAGGER JrHEPIPE, 1,250 PSI 'LOADS INDIC TED N WITHTHE Ci SUPPORT HANGERS AS REQUIRED TO C014PLY 'HALL HAVE TONGUE-AND-GROOVE 6207 ALL PANELS INSTALLED,INFLOORS 85 HARD SKINNER 5- 45 P I R &I N AROVE, AR ATES", -P 'D 400,OW ,6 E E ' L;,,C COG LUMBER ROOF STRUCTURAL"PAN LY WITH PS 20-AAMERICANI'SOFTW 6204, ALL 104SPIRALOR' "IOC IN ZONE 3, ALI'L SER SHAL OMP S I AND 2,,i4 STANDARD"ANOVITH THE APPLICABLE RULE OFINVIEt'MON RING,SHAN AGENCIES "Awv"m EdE 'G CERTIFIED BYAMERICAN LUMBER STANDARI q,,,wARK sHeAtHINE SHALL 15,�ISIAILEO ATALL ENDS AND INTERMEDIATE SUPPORTS, FA `�iHALL BE NAI AW , G 4 DE,STAMP,Of , , '17-TN'T OF.LUMS,"R WITH �,I,SpeCTIO4 000, N LED IF BLOCKI G IS CAULED FOR ON OR IREME ,NT A 'TO COMPONEN N IM-A, "IND PRESS -------- COMPLIANCE WtTRGRADINOROLE�REQU TA O,",Q DOING'A UPS DIAGRAM FOR lot F,ROOF ZONE-$& LOCAT NO- 0, t ANISLIM T L C '�'suf a ts, ETC111,4$HALL BE ASTWA,36, 61044, STRUCTURAL,S on EE FLAT S ............ '62 9 W� SIAIT SHOP DRAWINGS ON ALLAA WALL STRUCTURAL PANELS SHALL BE NAILED WITH 00 COMMON 5 L CONTRACTOR TO,SU -101C ENGINM,ING SOW90 4F M REV]EWBY�TR�UCTURAL E0 ER, NAILSAM ON CENTERAT ALIL_ENDS\�,EDGES,AND-INTERL _DIATE TALS FOR 'ALL et 411,ON CENTERAT CORNER,STUDS, PROWS, NAIL SPACING SIM 6501 Arfingtorl"b M,"way SO LESS N E Sul -i 'TE A)NIL OT OOTHE", RASTNI, 1 '077 sufming '00, 'i��ERS�PEfi!RU��OTHrzRAIISE'NOTED., WITH 62010 ALL FLOOR STRO&OF04R ELS$HALLBENAILEDWITH10E) OMMON, NAILS-ATV N ;;Z�m fX19041's OQ, ,�AT ALLENDS AND EDGES ANDA`T IWON CENTER A 6 CENTER $14-066 'U EXTERK)R,4T 0 WALLS 4*,,,0E CONTINUOU SH, S4Y BR1DGE_Q,AT`kff)4*fQ1W _'ATAWNTIER 7 "'j% FL CZA #704',,SC CO `#4691 0 WITH W, '-OGKINGAT�AI.LHORIZONT,,kLSTRUCTU�R,,�AL 11 PROVIDIEig 6�0 OSONTS"FOR ROOFFANS`� 'A OltTANCE OF 4'-0"fROM ALL GABLEEND T PROVIDE CONTINUOUS'DOUSLE 2X TOP PLATE TYPICAL�ATAIL`L"W6b",T N 0V FU 'w" __L,-_,,,$ UCTUi 'L RO ',S)-� WITHIOD 'ATE PLysSHAL WALL$.SPLIC _M`w_ E ES.IN TOP PL 0"%�A`LTR I�M PANELS ALL BE NA'ILED jD 'CONTINUOUS SINGLE'2X'BOTTOM PLATE W&LS- A�, k 0SHANK At"I"A' "A i V A t 'ON CEWERAT ALL END&EDGES,AN TUO M1 _)N 130TTO TWITH CONCRETE OR MASONRY$HALL AREAS,PR, D S It M PLATE, N DIRECT CONTAC 41 sa , TED OTHERWISE. I, CLIPS,(ORAPPROVED EQUIVALENT),AT 31 BE" PRF'ERVATIVETREAT�D LIKE NO 3, 'EXROOF FRAMING NiENIBERS CDR 1,M9 'y vp W 'TERJOR BUILDING CO1, 00 tHAT ARE NOT TONGUE AND GROOVE AND RNERS Wit4t 15, IN 010,11 RACE ALL EX NDA'4,01 '�GASLE E ' M WIDTH OF 4�-Q"� NO WALLS. k�,A MINIMU FAATEENED,TO StUD WALL$,FU L OM L HE METALI�OOOM*000'*AUS$E$�'SERVI14G AS BOUNDRY ELEMENTS IN WOOD NO:QUT$�:HOL 0, WUIRBD FOR,OTHI ER TRADE-`IB,,,,IN 620V '7 R ROOPES STIR ITHOUT`PPQ0R REVI W "`R\D,01.G1,INED-',FOR THE HORIZO, ;,TAL UNIT "kS 'tO "NT G C MEN I DI TED T- 44AIHIN ATTA H, ITN CA 'CH % 0 1 STAUCTUR&WOOD PANELSATTACHED AS ANOAPPROVAL OF,ENGINEER AND AR Q L BE PROVIDED" DENT,ER LIN E 0 F J 01 ST, 4,N WHICHTHE TROSS IS INSTALLED, ''bf E'R bFBIRI INO 1 4 k OW "At ONTHEDR W MPAN OR AS IND]C A R LLO E�WIND UPLfl;`T �4 V EMENTS OF NM511 R FULLY-11VIND-REStisTIVE ROOF ER 2, S2QA3 U'LiOLYWOO HA, MPLY WITH TH M lf- PRESSURE TREAT"WITH WAT -BORNE,�,RRGS 1 Afflvrw 4,LUMS0,114- R"OR AND OTH9#,WO0O t'W` AT W TWL 5CLASS-90 CLASSIFICATION. IL L SEDT EA 14E "M -AT WH 'C v x", RZATME 'WITH,RE DIMPLY, RE *OF, EARTH.PRES, U�, T NT SHALLO Oul -t�e WOOOTRUBsts AWPA'STANDARUS d2iAND LP-222, P C THE ME 'M, T"OU RRENT PL. ABLE T L'M LUMBER,SHALLB&MANUFAC p4gDay- , *tR -JOIST, 0�1 ' i4OODTRiisqr:s,,�sHAt.L,c'"" ORA0,70'rME OS Ap iC 10 '2 A4 WCROLLAM DESIG S G j, LEN EDITION,OF THE 9, PECIP ION NEYERHAEWER allSIN EWORAN-APPROVED'EOLIWA T FOR"LI _TAL PLATE Al 10NAL p 4- A,- 'DE LUM ER K, ' FACTURERWITH mp"""'T AT LEAST THEFOLI-OWING MINIMUM, CON ED" ,,Ep,WOOD: TRUSSES,'OF THE,TRUSS PLATE INSTITUTE, INC. DESIGN FIONS,FOR ATRESSb,A -4 58SES' e 111I__ , *_ E -5, NAT,tO ANO,ITS F TENW -AL 'OR RODUCT 'AS, OCIATION. 4 F EST P AV Fb(BENOIN ....... T 8 Is EARI 2 WOOD S. Fv 635 --RCOF'TRUSW'6HALL BE,DESIGNED 0 UPPORT THE LOAU, EL C ESS INDICATED'S C, bmik OW AT THE�SFACING INDICATED ON THE.DRAWINGS. s, PARALLEL TO,, ANDREWS D. Fc- P 'RPENOIOUL0WkT0,GRAIN, '750 PSI E E� f90UWps1 11 UNIFORM,TOPPHpfp*l 6 PEP LA RROU R 61013 PROV A41144MUM 4'SEAR r0"RUD, 116- "1 Z b...... ING FORA,�L'M,'CRdLLAW,,MEMB-ERS, 5 PSF LOAD DENO 'OM1 E 1kill H RESIDENCE ATI '61,014 PROVIDE NAILING PATTERN IN 0 WITH THE DEI%,I0N',W OING 1 LOAD'ATAqY LOIC '011 0, 7i 9 A-ve TR, w "ING SCHEDULE WHEN JOIN ING TWO OR' L S 6, RECOMMENDED FASTEN ON BOTTOM,Q CODE' 4 ENS 1303, Beach .. NIOREFRAMINdMEMB > B, LIVE LOADS SEE DES1IGN CRITERIA GENERAL NOTES Atlantic ffiaach, Florida WAS PROVIDE DOUBLE JOISTS OR SOLID BLOOKINGAT 24"ON CENTER UNDER 'ADS SE5 DESIGN, 2233 C, LATE IIAI�LO CRITERIA,43EINERALNO EES ALL PARTITIONS, j ALLWOODJOISTS4 ARINGENDS1 4HOREO T FUR "RTAN, 635.3 , 'rH'8DEFLECTtQ-N--,OFTH-t�,.-FL s 544ALL,811"AN&C OS RD UNDERTHE 0 E j W Q 3-9," RAMING�1 A TYPE A3*f%WN(5,ANCH R,AS MANUFACTYREO ATE X AND WOOD F 0 INDIC ATTHE SPAN AND SPACINGS SHOWN ON THE 0 THE FOLLOW NO C T `RA' BY SIMPSON'$TR(��",COMP'ANY�"iRC�, ooN-,,r _,0K. M RI E, I -0- 1, k B k ,$$E, Main House t4*04AILL BE 'ROCIPIRU I OR HI ADERS ENDS WHICH F Iw ;S-THE DEPES DUET01H LOAD E TOTAL ROOF � WOODJOST -01 CTION �AL4 ' N 'L,L,N Addition Pool, 'R MA $HA NOT7-�BXCEE 4V,F", Oliit-SPAN LENGTH*4601,THE DEFLECTION DUE TO HUNO W,ITH THE FOLLOWING JOISTS,HANGE1,S,'�AS NUFACTURED P APP TTUT S � OF NOT EXCEED THE SPAN LENGTW3601, OM SIMPSON ST� ROVED SUBS I E WLOAD SHALL -3, g L R DEFLECTION SHALL UTILIZE A TIME W1TH,THEfOLLOW",VW KING 0 LOA JOIST' SIMPSON N 7!11"`�' 'SIZE HANGER PROVIDE ALL. Q"r�', 41 TTOM ,REQUIRE0,T0'STABiLfZE THE N A7 T-01 ISSUE U26 705,LB& 'k1'1,:OR1R00F,8,T RE DURING AND AFTER CONSTRUCTION,IN A TH 06 LB& S 6FLAOING I NOICATED ON THE STRUCTURAL DRAWINGS, U213 no ,jdate h,, Alt 001TION'T 2XIQ U210 'R r ," 5FT USS 2X12 U210 75 L0 ft"JALL SUBMIT STRUCTURAL ALC �AM REG ST NVEO� Y A, C ULATIONS v HU26-2, A, G I$ttkEiOPR0FeS1SON LEN IN /g HIJ282, LICE TRUS TYPE 2-2,X8 NS �T AL, EDT6",,0 411GE 1048TAT L S S E OF,FQ0RJDA FOR, 1,666,LBS ',�CAPACITIES AND DEFLECTIONS, Q2,1(iw2 HU21214 2-ZX12 ITHTRUSSPLATEINSWTUTE ERE SHALL;9E tk�,Aec v V........... 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