Loading...
REV-18-1406 PLANS (2)• development inc 0 NOT USED I DRAWING MUSTBE VIEWED IN ADOBE READER TO ENABLE CUSTOM LAYERING nRo.anw.w9awPEx� POLYIE.T. HDNPOR0FDrLA5TI EADLITY HEAR ll, ° WA:xRAAER, E.AA, 'AO." 4 j ^EY F u. ew°n P wce GeATc ,r- 'Nw A , RERrOAMaGFeeRw' IXIERELART OFAIRC MrfRAM C 1AE EOIN EM B I' AL$ANPS N ' Le`AJPPEPF FRC(P WBO W8FVu4E9Eilu RILLB[ilA` dM19PG3Q31N}il-LyA,WPG.G1RElEE GP& EI WgtEPp F9HEE / 91°41GI Au saPpeR EdWED'lO A91PFlE A r RA,,,0AAD EWFAGI}0 AAAE WERNI D 61NL PFSfrNER AU ... � / , EiOOA¢D � w, a,D x\�\\ HEL SPACE W%HM 12pPMi � ARS} y/ I...A,DH PITUAII PRIEARHNI€R NF 1/ BOAFI➢PI.q I16ULRlIQN E#END aYiI'D F/ AD.. m Pv x I",Apq J.1d1 w.YBEKND AAs1BNEP PA,, µ, / � y/ &SENLY'-+ YAPoRR i PCiE'AIPE,l FE J ° crc E LIT TFOW iWFAQ EEI6WDWANQEPFEry r 9XEE 1D pE9f FDAAW iMYAL 66 EIMEAIXE6CLSEUPRO1EOYI1RiNB SRUURA PNPMH[I AOCHADDRAY 1I 9EAE0 OAHALQDDEN.lEAAA 3AFP , L1E RAlLEN EANTAINPIRw AEFEA ro mE RAAnWATA UIOM.EN.I..., LEI EE SPER _ CT DA NEEIafTAPAME6NHIG ON EW PFKI JNP F P DIERTEN°NG4fRY LY A%PE T4W h1 PW OOF6F 4LfiEg91EPHtNS1 1 EP 1`1 E iIGNTAllON W REq WPi4 .1fl"W0 EOfU6NN BAE.IE EDpgyYE$IE PE IVV0.%PU E [ lOVE0.909 MS4FEB NNENNyFPNEPWIEAEDL91<GgPI-Y.Ofl OgLy MaJFEpNIHE6 cBER L`ENEu19 i Our.! T 1 HAW, ay 60FPdNIESEWi.AL 6UPPGPI G°NLMUY PPCJEC! HAT AREIRAHAT DATE nRE: wrnaiui Dmer:u�@- r1TE.L1E=l1 2 PLY SBS MEMBRANE, INSULATED >0 a' .11,171, THROUGH WALLSCUPPER pRAwxGIuxE EA US.RSBS.07.02 9OLLF,NI. I1,J"!F a WAGE.OFFN111L EGOVEPMFp6 PA°'OFSE CEFOP eGPPFfW OE1AP6. P!! ll. Ar.UFY'R aF4P AAi0T1 n ^.IXSOPaWWI' 10 ROOF MEMBRANE DETAIL NTS DRAWING MUST BE VIEWED IN ADOBE READER TO ENABLE CUSTOM LAYERING III AE11 P RE U1H. / PWDENM'ENI ! F {f pL .. m . . 3 wI I`.LL LAP SHEET ` > r, I I E t ¢ I IT RASEPLY Eas€aNEE,w+aKf+sIEET 1 RPE F..- URAH` V d .111 q'M I WINER111I aA�riY r EABE9Nff14VMHOR6HKi-0 /� YIN&IIA,ICH�cPTBWh}.. `��� VAoORPE,A9BE?WRaAPlUEA 10PflC4 `AL, 9ARAIPRPOARV KNOIfG{AAIION pEa NGTER`G emaL aFE DATA En Ers Nwlfca Ar P W I1I 8 E i AE Al1 F 1 §IO REANDf1NLP IN6S. AF GaPf M! IL OI E LA PLEL:6HE�D0 MN OIP 0.0. G 0 OFIINEBAPf PPW OE IN sCPRF1:P 1nFSaE F FOEfbF6 U SCPPEMA WAPnANP FCB D �YIEE Twxu EYge pPa NYbPEIAtEO 6iM1A N OE PIL PA1ryDU^i`PAE NPDfFE fDANR°IIGV pNOT@CWSCEREOSA3'JN61ITEONSA ILi9CXWLUE BEPNE q TA %E ' NDATIGIIELA'A ff PCP pIf CONp 0 ro n 3Enfpt WE a REA'+ RR S TU1Xf NPixtE C9M4 AESPON3reL tro rtrtPNew P rz iloiylgiP ItlEV ufiMttYl E R rz, TO AW BAWHERE IN9GWNFAIBP HLUTHI 19 U TETEROTRA, 3 RA bEA WHERE WS3lgWN;CA MIWGRq WgETNL F9AWIN69 PEfERTO NAtEPIKPPODVOt pATAEHEEIfi IEIRJIXFgnPPLlpgt ONPfiW PE16at4 CPPN'N 6V SJFAFIIA ECHYGL. SI. IR. I.WNLOWA.I REID. PATE nILE 2 PLY SBS MEMBRANE, INSULATED osccRwRArfeppaesY ADD'. TF s.iml5 ?DO,=T "°D�'9p1M 0NOtl4�' PLUMBING VENT W1 SOFT METAL FLASHING gPwWC NIpe9EP. US.RSB5.08.01a HAR f.1 )EIRTAlDNITEREARE NE 111. 11.11IR60 Pf MAE1 P.TARFIRARATTLIFEE Ip ° qlm RwiM6_A'^!xn 9 ROOF MEMBRANE DETAIL NTS I AH "NEI E cN i t: tNAML C7JJ I RIM u',rcmlw M DD NMv9 PPSIio -.. slOWNW.1MR11Y0 v� /(r WLYIIIEE IT 11 nlne I!I r ` ITT c°vEBga+D ImRupnaN llwTH\Nu)al�vlEPYH.LHI .- . IISULAI M EASESHEETUNo-cFSEI�E, LnfwprNnr w p s EEm�nel sWEivaLllelfftsaDN1 AwmO".L _ _ RE.-"I-ADERED, OR me gftE PAIAPOSEti 136 GA9U.A,wnP1UN ABCOAD1NaLv. WE - IAHAEI PAR Hol .. Nf91.1{yI 1 RAIE HHO1.10 [KF 1111HYLD.IlH4pXEt P. ID THE NROPCERiA W IUAAENDAI L. q, P .. _, +1c F lAllq I �E OMttEANEACtl[CIM,ASNEEIHE➢PPPIISRDPPIIO0.i1W FFAIFPEAENiS PIHEIEe. UNKIN DONUTS BARRY UNIVERISTY "wNAr-aPmflNTEernSnL9oPpoL1. aeu@mla>` fismoN0 flW13W N HLE 1,11 Are A�ssfi 2 PLY SBS MEMBRANE INSULATED PA,e98m1E to WPc6ALLIAH banwwc WlrRfn> ROOF DRAIN WITH SOFT METAL FLASHING US RSBSA7.03a ,MN19J16166 uc.°"1 S-IF RlIIt,111EPW PREP THE H-DUREN4"AHE IN16i 8 ROOF MEMBRANE DETAIL NTS DRAWING MUST BE VIEWED IN ADOBE READER TO ENABLE CUSTOM LAYERING RI¢TARIII II RMl.9 L SGLDEw`11E D ART 1E... CIkMNICPPEP9P °E M ES RULE, I SAREARA PSPI III.EM AIPDCTE, \ I-CPP4EE1 A ER AIY THU _ .1. HA.. 'gD ITAIIBfSI K, IyCN$FIR. DR., \ / MTHL FASRNE j( PMIEAMWMMOF W"ARPREA TNA °NPby.Ei RAxOE AND ARAUDA'WoA, crA n UHDRW"I'N4B!SE PL AN MI . M EUEAW RTHRIP a .3 ERA<ft E \ +nu IiI"DE, N A FVLL AEON �,• " .� � / 4FSOA, nG EEErwsgG P l�q i Y { ./ IW`NULcn fWnOWLIftwW4PPC-R IkK10'Etu �/ EASEEfIEEI@IraLPHEEa IOPnuwa( f /1 wabE�,Rarcn,A Pen�ea ryP,leraV Et6E&,ERAHEILOR9EETIE1.0N411 KGR qE pa HF IER I$$ IFA9P i S- HM[4iN MNV PEfEP OSC4PFµ1 1 L P 'L pR1A 9HEElS f'Dfl NFEIYM 1 APiaYI Tlz ALL... ME90IERIpPOEf OF"9ANGAHWPI.E Ell CO°DINCA AH AM ,, H HIT .CF REARAD HAURADVN NI E I LDIADIERNCES $ RET .El AR.:INEIRRAID :RAIREA5PoIM16'EW EGNGf(AIIFl.lil1f PFFFA YPIMEIfCgLEP,A RECCM.ExM,.O„6 LPCRt ttWARI WSUL OTUD£RSPFLIPEIF# hell( TOR AWOE P AUI AT ON RELATW $ I PPwEPI wxEFf u9,awwrvgP lNfdG,EooaEE w,nPAxr„ ie TO F.w.� _ E o PREADA7 DUNKIN DONUTS-BARRY UNIVERISTY DRgwrvev: scPREI.g1EGHUWaL9nwcRtGGNLmvAY NP. PENS q'I DA,E'. TILEI Ago.. 2 PLY SBS MEMBRANE, INSULATED WHAAA DATE51Lm16 DApwxDW+IEPa: '""°'"'"' PENETRATION POCKET US.RSBS.00.02 9GLEifi IAIGEdF MSUEi 6WEMED lM fc3 A5 CFP PRT°?Ert��, r .- 7 ROOF MEMBRANE DETAIL NTS f AlLI - E 'E',LI HE EF 1 L. 1, DITOu$LW'+ 3 PF r_ f A i E 6CN+D EF Pnl EIFI6c DFu6Hw SA En nE.T SCPurESTEP EATOLUU H11T.111 I .L IANi30APILEET DUNKIN DONUTS BARRY UNIVERISTY DNA,REI AIIlatFCHeoAL wPPrnvvSAuowpY N0. PEV1910N' PATE ePpscT. �ss i L A IIII uT-RW 2 P:YB 84 MEMBRANE INSULATED gATE0.gVPf93 E651uA sWOgn CURBWITH REMOVABLE COUNTERFLASHING GA.wIs U SASB.s02 Aa lGM£OATHBOENLWIeTHAPT 11111HAVI SF.NCE E RGINCMISI14Rw�NG 6 ROOF MEMBRANE DETAIL NTS HEENUA\ASHNA.Il.YAIRRIAR. Fl.'E.DI re fFSMPn4 ALEC -, nt(sxegNPsryEYt- 'N FygW6gE.: aHA,_ E 6A6AR IRTIRD E. STEP S A. x'"w^ 619E1rm. ST[ o " LnlrnxkEs°wEx uFP sav ff , D,E6 q1 P,IK6,EDDOOYB, sopP w r LDP ncs F E PfWgeN n RfL EO I ���--.- I Ir i 1 v f .• _ u IAILEREIy uL CPERNUF11 $AxDPEu1EDIN4tu1Ai GN6DNELPIE6REE WUM1® RN1EFce pETA1LoPM1WINGSPREAI\I OfFEH1110 Eccen+, \ .: ! ` 111"A"aEc"I"Et", 2. XOTYMPP MFGPNrPW'{dPISAF P-FEAIgEIE 1WAGARP,.= EOTtliNl - ills£I.✓:p"LEEF9E,1N.(I:MIIG&.LIX:1 T3`R. OODES WIIDEIItEM90{Nti0.:REG Til r6iDq NU, MDF%W n4N3. ). PtJvEA wXEPEIJO{6HOYW P9 Np1CRrFD44DEtaL DPAW NGPpEFEAI°AMIEPVLMWi -- _ c.l •L .rr J. F.F.Iu EAR. PawP<n DUNKIN DONUTS_BARRY UNNERISTY peaty+:eo-6°mEup,E6w+wwwtwrtt,..o.Av .FNYX DA LS 2 PLY SBS MEMBRANEDATEAR Dscgp aRgTEAWPf6ym U 91BONM WVf [. wAPwcem s�la9�l DII INSIDE CORNERS RSBSIbEa. US.RSBS 0204 u9A1V QR"¢RY scNE xifi �S EOF im SWth FAI'6 E61�V�iiEA rAD PS. Fzss1:E 5 ROOF MEMBRANE DETAIL NTS VpP-0RHE19PS,$11AIR$ARWf1Y ryryREIEAAHI° 9AIXEPPLY Y WERE Al' " AlO P4YAPPLILAALY -�` i FLAS. GP'I irP � BAWKY DAL EAREH Ali 1 h 9SIENF,8 ,I R XPPcu ..I ' R REAGVEFAEEgeVBF4GL ,q6q 9VIREP� A HER iv t r � IRHALH,ALERH L R.A Ago A MK MNI.WI.,a AlF, i I.LANTI 11GW ^ roP . u r ( _.,.VERDE DEAR, IF NR TAAATDI EE ,.OLT PREI DUNKIN DONUTS BARRY UNNERISTY nur WAAAAlEA+A1DI1. AL I.IlWE .c M PENSIEN DA, SLOPRMW ...: 2 PLY SBS MEMBRANE, INSULATED -. I,ff8u" FOT EAHQPE69 4-] 3w^LARIE WALL FLASHING WITH WALAWOATx OH1.1.1 USRSBS O403 u*sa SURFACE MOUNTED COUNFERFLASHING ISA';<a31ssE,aLn cwtalEa 6r TIE.THu°699PLc Fw wFRu.DEts: RCA M!`E,J IIIi41rA@6 fFTFNzuWDP °l�W. I?Af.M 4 ROOF MEMBRANE DETAIL NTS W Loa Pro PE " woT iEu 9PPP xR LN NG£ SW fd. M E P WE NsiA b 'F OWRt L ml uUWxc6plypP uiwl IA GNeN ON E a.. Fmlmtm.•. - E,saD.% uID AHHI LA smi �wRPPeEef I6A6T9M wmw fxrwI. IIE E IDNMBE INEP A DE A A.'@AyggE N] REAEO.NA SIC'1V CCN9 �y w PLEF NWOAPPA Pu v.u. z I Gw aEDcxnysio HPESPo oRDE cYt1NKNi PFFEA ,OTExGSaurctv.FIIM K.3..aGt E}E m noN6 NE0.YP TTF4Pi10 WaWt RA E ANDNILON°µ EQL'I N rtP1 W161 HER Al"F CNPEgVIPE},B1E8 E duM E OA NgCAA©gNPE G&fl A PR A WSt;wiwW hlE 1wEKE FL 1 M6nl>P MSt °'hPTICpILYnAhNIMWa@fRCMgq ER 59 LMH1 - LS3/tEY6iEElllHBI,IO „L.wPE LxAN rRo opF� biP 5 W\R9C',Mx$@DNS N5HH4 WE9 NGIIRE i1cFQ[EWIL GR61UKE1¢j61GA,WEI, .11FERD,EHA WNGIRE ALATARIIQEEIEEWG$AIRR naEr PA6E PUE$fFA[VEWA"AYRMFIYB6WL£4 DUNKIN D4N'UTS_BARRY UPIP/ER TY ""wN6"s"'RPdC£p""a"9tOiYO°"Y vPq Ecr I cElO 1TIADDRE@e INSULATED 2 PLY SBS MEMBRANE,LMIE;@„Is gwcwx DmvIN.°HY"iM_ 3G E WAlswoRtn°RlG acel. PARAPET WALL WITH METAL COPING US.RSBS.03-04 ,mma,'am-THELr: a REAREW'V1K+.BTBP G�TRI1M I, C�I-. . F,AWEWAW.Y 3 ROOF MEMBRANE DETAIL_ _ NTS -- - - ?RATION STOP OF PARAPETH EMERGENCY OVERFLOW SCUPPER D p) w TOP OF THE "L" � MONOIITH 12-6 OP OF PARAPET T �� rYiH 4'-B" I STOP OF MONOLITH / 181 PROVIDE COUNTER FLASHING 017'0". STUCCO/PAINT FROM 17'-0" TO 18'-0" - 1 ROOF PLAN 114" = V-0" NOTE: 3 6.1 10 EXISTING PARAPET WALL. 3 6.1 9'-3 1 /4" m EXISTING EMERGENCY OVERFLOW SCUPPE._ ]LNEW PARAPET WALLS. VERIFY LOCATION REMOTE WALK-IN COOLER/FREEZER CONDENSERS L SOPREMA DOUBLE PLY MEMBRANE SEE SHEET A-6.1 14'-0" LADDER / ( I I EXISTING t / PARAPET 4 WALL. - A-6. i 4 / I - --- Ir 30'-1" i EXISTING EXTERIOR WALL BELOW I EXTERIOR METAL FRAME WALL I BELOW { _ NEW PARAPET v-_ _ WALLS "METAL L -i STUDS'. 2 I A-6 j I I 1 -I D ^ PROVIDE FLASHING a' WHERE NEW ROOF PET WALL 2/ ( PARAPET A-6.1 I_: I--- AND EXISTING 7 t_ ROOF MEETS, SEE DETAIL 2/A-6 WITH NO "CANT". EXTERIOR METAL REPLACE/REPAIR FRAME WALL CERAMIC TYPE II HOOD BELOW SHINGLES AS SEE MECHANICAL ROOF EXHAUST NEEDED. PLANS FOR 1460 SO FT TERMINATION DETAI - �6 10 �A-6.1 9 ° A A-6.1 michael a. ventura 11870 w state rd 84 # C 14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com AA0003123 RTU-i I I I III,, P OF PARAPET (D VERIFY 3/4" SCH. 17'-0' LOCATION 40 PVC TERMINATE / Eiv9ERGEINCY AT NEAREST L SOPREMA OVERFLOW Lij ROOF DRAIN DOUBLE SCUPPER I 2 I TO SCUPPER PLY i 1F'') MEMBRANE A7 -6.1 SEE SHEET - A-6.1 -. 4" ROOF DRAIN RE I ; 8 TOP OF ROOFS 8 S i I 1 i I 4" D S UTS ---- 1 I !� I I 3 �~ 4 A-6.1 TOP OF MONOLITH 4 A-6.1 21'-3" A-6-1 PROVIDE COUNTER FLASHING CAP 0171 STUCCO/PAINT FROM 17`-0" TO 21"1 DRAWING MUST. BE VIEWED IN ADOBE READER TO ENABLE CUSTOM IAYERING FU&Y^&I:AP&CEI �RalEATEEREUDAAEOFU$HNG8AAI �h`u� A9"W3}"E R'��V'591,4Rgi:' IY R.A.9nA, _,UAHEEi .AEftX FAY®Bi� l! 6WAI`EE �{H°fEi IEU� , r Y l` tl I � Y 0 / �+S"a - .1N:IHA'RONA0Rf3D1Y11 j ✓�� EQVE$GAftll 9WRIERRRLARAH DDIARL lr.. \1__IA,;F IMNCPDR61EE1 -.PWRIEY .R0AHAE1 SAE ' NO0. F ,. . , T.- TEaTpsrEfnF.1v P 11.rv1GU PEw.HD uE EfE OLD wreAwmwlec L P EFNg1�ve,alEfnYtEDG"DF.WL[W,w G$ wH.P sM PA^He DUNKINDONUTS_BARRYUNIVERISTY EU.IE'RAWARIlTESX"1"A""`Wz`GA.- maroN lu,e 2 PLY SBS MEMBRANE, D ,E I°man Nb MRf0. w{AW. N 31U 1 DP - INSULATED, 1 I 11 US S I ;... 0 ASSEMBLY ROOF YA ALENTT 1� WAGRgf M6CfiNLL6 °014R1ff08111ffiTMH CPSENwCEfa\RSLPPEANOf4Jk3 IOm4 rrvlE aBW+OPamV<FPq nP ld t flxPn etgC+P±R 2 ROOF MEMBRANE DETAIL NTS NORTH I ANDR8A9 pNDREAS BUILDING 3 BUILDING . i xsrocwx HALL U N 0 0 0 0 r I SITE KEY PLAN N.T.S. I NOTE: MIAMI LffiRAF.Y AND >•+>- - BUILDING D o� w rC LAI Am ° te.Cn 0 aco TOP OF "L_I MONOLITH 12'-6" W v) (D LL q� WE c1 '�' av / PJ . CN 61 /� WE Z-y VILLAGE z Z L0 /ZTMENT PAPZ co o Lif DATE Q Rr- lV revisions: 05- 1 7-1 8 REVISION-je , 1 J xeiAs,J l i l Y 2 S 2018 AV iE L I BY. ri vY rnlrtl.nTUTIr s f AL F S'iATE AND C OU Drawn by: Pedro Rincon GARNBR BUILDING date: 11-21-201/ Q uP: fl SY, 1 2�a m6 L V/ C J E v . 27" • development inc CONTINUOUS METAL COPING +/-10" CONTINUOUS METAL COPING T.O.OF PARAPET PROVIDE FLASHING WHERE NEW ROOF 17'-0" A.F.F PARAPET WALL AND EXISTING ROOF NEW 3-1/2" 16GA METAL STUD MEETS, SEE DETAIL 3/A-6.1 WITH NO ATTACHED W/ (3) 12 SELF "CANT". REPLACE/REPAIR CERAMIC TAPPING SCREWS SHINGLES AS NEEDED. 0 EXISTING TILE ROOF FINISH SEE DETAIL 3/A-6.1 WITH "CANT". SOPREMA DOUBLE PLY MEMBRANE SEE SHEET A-6.1 6" T.O.OF ROOF OPTION: VL A) R-19 INSULATION ON TOP METAL DECKING (SEE METAL DECK STRUCTURAL DWGS.) B) SPRAY INSULATION N UNDERSIDE OF METAL ROOF STRUTURE ( SEE DECK STRUCTURAL DWGS. F SPAN DIRECTION) ROOF STRUTURE (SEE - STRUCTURAL DWGS. FOR SPAN DIRECTION[) STUCCO FIN. ON WIRE LATH PAPER BACK FELT ON e"COX PLYWD SOFFIT TO MATCH EXISTING SOFFIT HEIGHT. 2 PARAPET DETAIL 3/4"= V-O" CONTINUOUS METAL CLEAT ANCHORED W/ (2) 2" x No. 14 DIA. WASH TO S.S. SCREWS WI EDPM INSIDE WASHERS @ 12" c/c METAL COPING CAP W/ 6" FACE EACH SIDE Z' x No. 14 DIA. S.S. SCRE W/ EDPM WASHER @ 12" c/c IN SLOTTED OPENING EACH SIDE PROVIDE CONTINUOUS SEALANT WITH BACKER ROD SEE DETAIL 3/A-6.1 WITH "CANT". —� CONCRETE TIE BEAM (SEE STRUCTURAL) 4 PARAPET DETAIL CONTINUOUS METAL CLEAT ANCHORED W/ (Z 2" x No. 14 DIA. S.S. SCREWS W/ EDPM WASHE @ 12" do WASH TO I SIDE METAL COPING CAP W/ 6" FACE EACH SIDE 2" x No. 14 DIA. S.S. SCRE / EDPM WASHER @ 12" c/c IN SLOTTED OPENING EACH SIDE PROVIDE CONTINUOUS SEALANT WITH BACKER ROD (CLEAR) OVERFLOW SCUPPER V FOLDED EDGE CAULKED EDGES CONCRETE TIE BEAM (SEE STRUCTURAL) BEAM L�J EXISTING PLASTERED SOFFIT W-10" A.F.F 1/8" MOLDED — POLYURETHANE SAFETY CAPS 1-1/4" ALUMINUM SQUARE TUBING HANDRAILS 0 21/2" ALUMINUM SIDE RAILS N T.O.OF PARAPET I T-0" A.F.F 0 5/8" X 3" LAG BOLTS INTO CMU WALL TURN UP ROOFING MEMBRANE A MINIMUM 4" ABOVE FLAT SURFACE 1 SOPREMA DOUBLE n PLY MEMBRANE SEE SHEET A-6.1 3 OPTION: A) R-19 INSULATION ON TOP METAL DECK B) SPRAY INSULATION ON UNDERSIDE OF METAL DECK METAL DECKING (SEE STRUCTURAL DWGS.) 3 LADDER DETAIL 3/4"= V-0" MINERAL SURFACED CAP SHEET TO BE WRAPPED UNDERNEATH COPING ( STUCCO FINISHES TO STOP UNDERNEATH BLOCKING) T.O.OF PARAPET 17'-0" A.F.F 2 X P.T. WD. BLK'G ANCHORED W/ %" x 4" ANCHORS @ 18" cic. LEAVE 1/4" GAP BTWN. EA. SECTION. BLK'G SHALL RUN CONT. OVER WALL. PLACE A FASTENER NO GREATER THAN 3" FROM EACH END. BLK'G SHALL BE FLUSH WITH EA. FACE OF CONC. WALL. PLACE #30 FELT BTWN. CONC. CAP AND BLK'G CONTINUOUS FLASHING WITH 8" OVERLAP SOLDER ALL CORNER JOINTS - SET IN BED OF SEALANT W/ ST, STL. NO. 1Ox 1 1/4" SCREW @ 12" O.C. PROVIDE CONTINUOUS SEALANT WITH BACKER ROD TWO PART REGLET AND REMOVABLE COUNTER FLASHING ( MONOLITH OPT) TURN UP ROOFING MEMBRANE UP AND OVER PARAPET (3/A-6.1) 6 MIN. SOPREMA DOUBLE PLY MEMBRANE SEE SHEET A-6.1 A OPTION: Al R-19 INSULATION ON TOP METAL DECK B) SPRAY INSULATION ON UNDERSIDE OF METAL DECK METAL DECKING (SEE STRUCTURAL DWGS.) ROOF STRUTURE (SEE STRUCTURAL DWGS. FOR SPAN DIRECTION MINERAL SURFACED CAP SHEET TO BE WRAPPED UNDERNEATH COPING ( STUCCO FINISHES TO STOP UNDERNEATH BLOCKING) 2 X P.T. WD. BLWG ANCHORED W/ s /" x 4" ANCHORS @ 18" dc. LEAVE 1/4" GAP BTWN. EA. SECTION. BLWG SHALL RUN CONT. OVER WALL. PLACE A FASTENER NO GREATER THAN 3" FROM EACH END. BLK'G SHALL BE FLUSH WITH EA. FACE OF CONC. WALL. PLACE #30 FELT BTWN. GONG. CAP AND BLK'G PROVIDE CONTINUOUS SEALANT WITH BACKER ROD SOPREMA DOUBLE PLY MEMBRANE SEE SHEETA-6.1 OPTION: A) R-19 INSULATION ON TOP METAL DECK B) SPRAY INSULATION ON UNDERSIDE OF METAL DECK METAL DECKING ( SEE STRUCTURAL DWGS.) ROOF STRUTURE ( SEE STRUCTURAL DWGS. FOR SPAN DIRECTION BOTTOM OF CORR. [STEEL DECK. 0 I 0 ACOUSTICAL CEILING PANELS — 5/8" GWB ON METAL STUDS INSIDE SKID FIN SURFACE TO, OF PARAPET 1T-0" A.F.F 30" MIN. x1,x—x— —x� SAWCUT EXISTING 0 5/8" X 3" LAG BOLTS INTO PLYWOOD DECK & 6" 11. WOOD BLOCKING. j� R19INSULATION METAL DECKING (SEE STRUCTURAL DWGS) f..} ROOF STRUTURE (SEE STRUCTURAL DWGS. FOR SPAN DIRECTION) CONCRETE TIE BEAM (SEE STRUCTURAL) 6" (16 ga.) METAL TRACK SECURED TO BOTTOM OF STL DECKING W/ 5"x3/8"L.TAPCONS @ 16" O.0 EXISTING HUNG STUCCO CEILING— PATCH & REPAIR AS REQUIRED TO PROVIDE A SMOOTH FINISH. 3/4" STUCCO ON GALV. METAL EATH OVER 2 LAYERS OF VAPOR PROOF BARRIER "BUILDING PAPER OVER 5/8" EXT. GRADE PLYWOOD (TYP)" 6" (16 ga.) METAL STUD FIRE STOP @ MID HEIGHT (8'-0" MAX.) OUTSIDE —6" (16 ga.) METAL STUDS @ 16" O.C. —R-19 BATT INSULATION 6" (16 ga.) METAL TRACK SECURED W/ 5/8"x5'L. ANCHOR BOLTS INTO PRE —DRILLED HOLE IN EXISTING CONC. SLAB TOP OF PARAPETH 17 —0 D EMERGENCY J OVERFLOW SCUPPER A TOP OF THE "L" MONOLITH TOP OF PARAPETFV OF 1 ROOF PLAN 1/4" = V-0" I NOTE: ANDREAS HVILDING EXISTING PARAPET WALL. 9' - 3 1 /4" SOPREMA DOUBLE PLY MEMBRANE SEE SHEET A-6.1 LADDER EXISTING EMERGENCY 3 EXTERIOR METAL 1 OVERFLOW SCUPPE A-6 FRAME WALL BELOW I I NEW PARAPET WALLS. D rn - - NEW PARAPET N WALLS. SEE P-1 FOR VTR I LOCATION VERIFY 7 — LOCATION 7/8" REFRIGERANT A 6 O I LDi a, LINE 3/8" SUCTION ' LINE TO WALK—IN COOLER AND FREEZER7 Li CONDENSATE DRAIN EXTERIOR METAL WITH EXTERNAL, 4" FRAME WALL DEEP P—TRAP 3/4" BELOW PVC SCHEDULE 40 TERMINATE AT \ REMOTE WALK—IN DOWNSPOUT INSTALLEq SEE MECHANICAL D COOLER/FREEZER PLANS FOR BY HVAC CONTRACTOR.o CONDENSERS DETAILS. (TYPICAL). PROVIDE OVERFLOW DETECT[ N DEVICE PER FBCM 2014 307.2.3.1 DO RTU-2 \ 3/4„ SCH. c ELECTRICAL PENETRATION 40 PVC y I TERMINATE THROUGH ROOF WITH AT NEAREST PITCH POCKET. PROVIDED ROOF DRAIN SOPREMA TO SCUPPER DOUBLE BY ELECTRICAL LOCATION OF ELECTRICAL PLY CONTRACTOR (TYPICAL.) DISCONNECT AND CONTROL 1(TYp,) MEMBRANE WIRING ENTRANCE. REFER TO 7 ELECTRICAL PLANS (TYPICAL). I SEE SHEET / 3 \ A-6.1 4" ROOF DRAIN CONNECTED UNDERNEATH OF THE ROOF WITH THE DOWNSPOUTS AT THE MONOLITH 1 s�- TOP OF ROOF ROOF DOWNSPOUT TO CONNECT TO 8"PVC DRAIN THAT SHALL CONNECT TO CATCH BASIN PIPE NORTH ANDREAS HVILDING x TOP OF MONOLITH 2121-33 ` — 42'-0" 0 LEHMAN HALL 0 LIBRARY AND LEHMAN HVILDING MIAMI F.. ROOF DOWNSPOUT TO CONNECT TO 8"PVC DRAIN THAT SHALL CONNECT TO CATCH BASIN PIPE AVE. 22 GARNER HVILDING Pz 6 EXISTING EXTERIOR WALL BELOW I ILv e 2 A-6 PROVIDE FLASHING WHERE NEW PARAPET WALL AND EXISTING R( MEETS, SEE DETAIL 2/A-6 WITH N, REPLACE/REPAIR CERAMIC SHIN, NEEDED. AS PER 506.4.2 TYPE II HOOD EXHAUST SHALL TERMINATE NO LESS THAN 3 FT. IN ANY DIRECTION FROM OPENING IN TO BUILDING 1 • • • ;Ll�l'1�11 17'-0" EMERGENCY OVERFL > a OF "L" M i Q)I k U L 0 VENTURA michael a. ventura 11870 w state rd 84 #C 14 davie, florida 33325 phone : (954) 423-1362 ventura-architecture.com AA0003123 5 2 0 W J Ll.l " • • co J LL zw �W cl� O c z c N Ouj N r O C co z M Q revisions: 33 05- 1 7- 1 8 REVISION-je Drawn by: Pedro Rincon date: 11-21-2017 5 I EMERGENCY SCUPPER DETAIL 1 ,= 1,-0" 6 I METAL FRAME WALL SECTION 1-1/2"= V-0" SITE KEY PLAN N.T.S. NOTE: Am6 development inc I- r --I Li— _ is L.—._....__..---------......—_. _..._._ E i i I I E I I I I I EI L--.. -..- ._-_ .. --- - _ ----- - -_,_. - -- ------------------------------ I I I i E I I I I I E I LLI I I SEE NOT I I �- 2'-0" ✓ I i -2-0 -f I I i I I I L I I � I r LL — — — — — — — — — — — — — — J — — — — —— ——— — — I i - _24 • WF-24 I I I I L------------'� L--------.-.---J �IRST FLOOR FRAMING PLAN 1 /4"=1 '-0°' L----- _.__-_---_ I— I i I I , I I i I I I I I i I I I I I I IN I ILL L_ i I i 13 I I I I I I I I I I ILL I I I� I rJ I I I IN I ILL I I I� I I I I r -40J I I L I I I I FOUNDATION PLAN NOTES: 1. THE NEW FLOOR SLAB SHALL BE 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 W.W.F. ON 10 MIL VAPOR BARRIER OVER CLEAN COMPACTED, TERMITE TREATED, SUB GRADE (TYP.) _ 2. TOP OF FOOTING SHALL BE MIN. 12" BELOW ADJACENT FINISHED GRADE AND BOTTOM OF FOOTING LEVEL. SOIL BEARING CAPACITY = 2,500 PSF. SEE GEOTECHNICAL SOIL REPORT. 3. PROVIDE CONSTRUCTION / CONTRACTION JOINTS IN THE SLAB AT INTERVALS NOT TO EXCEED 12'-0"o.c. IN EACH DIRECTION. SEE DETAIL WS2.0". 4. ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE. 5. COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES. SEE ARCHITECTURAL PLAN FOR FINISH ELEVATIONS. 67INDICATES 8" NOMINAL CONCRETE MASONRY UNITS w/ (1) #6 @ 24"o.C. (MAX.) IN GROUT FILLED CELL, UNLESS NOTED OTHERWISE. INDICATES NEW 600S 162-54 c@ 16"o.c. MAX. STUD WALL_ SEE PLAN AND DETAILS. PROVIDE SOLID BLOCKING AT MID -HEIGHT, SAME GAUGE AND SIZE AS WALL STUDS. SEE SHEET S3.1. 6. PROVIDE #9 LADDER TYPE JOINT REINFORCING Q 16"o.c. (EVERY 2nd. COURSE) FOR CONCRETE MASONRY UNIT WALL. 7. COORDINATE THIS DRAWING w/ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW, 8. ALL MASONRY WALLS AND PILASTER SHALL BE RUNNING BOND - INTERLOCK - CONSTRUCTION. 9. PROVIDE CORNER BARS AT FOOTINGS AT ALL CHANGE OF DIRECTION. SEE DETAIL 8/S2.0. 10. PROVIDE (2) #4 x 4'-0" CRACK BAR AT SLAB MID -DEPTH AT ALL RE-ENTRANT CORNERS. 11. GROUT SOLID CMU WALL OR CMU PIER COLUMN. 12 +35.04 ALL GLAZING RATING FOR POSITIVE / NEGATIVE ALLOWABLE WIND PRESSURE (0.5 w) IN PSF. ,w v e N ruA„'�•: Of WS a� U u michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone : (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 A R 0 0 1 6 1 5 2 `D co COf ..e•e ....•. U) r ^ LL 0� <( (n LU > cl� N pZN®r- z Z V J o M Z O Q /\ ® W !® G LL revisions: OWNER CHANGES 05-01-2018 Drawn by: Pedro Rincon date: 11-21-2017 si 50 26,6H.3]P]EROM) 9",IE W] MtaPRIE. R. YAB3 "x wxRmuc]uRuossrox.•w1, res.:s.ze1 ,so�K� M�•• development inc TYPICAL ROOF DECK ATTACHMENT TYPE DECK SIZE ATTACHMENT 5/8"0 WELDS TYPICAL A 1.5Bx22GA. 36/7 PATTERN w/ (10) #10 TEK SCREWS NOTE: ATTACH DECK TO SUPPORTING STRUCTURE AT PERIMETER DISCONTINUITIES, AND END OF SHEETS w/ 5/8"0 PUDDLE WELDS @ 6" o.c. (MAX.). MECH. UNITS - MAX. SIZE & WEIGHTS LENGTH WIDTH HEIGHT WEIGHT MODEL LABEL (INCHES) (INCHES) (INCHES) (LBS.) RTU-1 50-13/16 47- 19/32 35- 15/16 403 LBS RACA15024AJD000AA -------------------------------! -------------------------------------- L---------._---------i ! —_--,..-----.-._,—_...-,...------_J LJ I , I ! ! I ! ! i ! !! !I II i ! i ! i i ! !! ! 1 I! 1 1 I s l 1 ! ! 3 ! !! SEE NOTE 14b 7 I I ? 4 i S3.0 I I ! 3 S3.1 � I I I _— — _— j UPLIFT BRIDGING I ' I ! 3 I ! I, I �+, 3 3.1 co N 2BB-1 (+12' 6") L —I--------�' x L------- I--r-------- 2 S3.1 � I � S3.1 OC I ' sE jj3 PLATE 'A I I Y I EMBED UPLIFT BRIDGING LATE'B' 2 b' ° = — — — — — — — — — — — — — — 2BB -1 (+ 12 6 j ®� SEE �JOTE 14b - - SEE NOT 14bA ) UPLIFT BRIDGING I e I + v II m I RTU 1 mI I 1 L.....................W..�........._.........� 1 I ' 1 N 9 1 S3.0 I LD I 1 YI I 1n I , m N I I I I I I I I UPLIFT BRIDGING r---------------- ---� ,. L--------------------- --- - - - SEE NOTE 14aQ 2B-1 (+12'-6") _. __. __.. 2B-1 (+12-6") EYEBROW ELEV. +11'-0" ROOF FRAMING PLAN: 1. ROOF STRUCTURE SHALL BE METAL DECK 1.5B - 22GA. GALVANIZED G90 TYPE "B" METAL DECK ON STEEL JOISTS WITH THE FOLLOWING DECK FASTENING PATTERN: 5/8"0 PUDDLE WELDS AT ALL EDGE & PERIMETER OF DISCONTINUITIES @ 6"o.c., AND 36/7 - PATTERN AT SIDELAPS, SEE ROOF ATTACHMENT DIAGRAM FOR ADDITIONAL INFORMATION. SEE ARCHITECTURAL PLAN FOR INSULATION SPECIFICATIONS ON SELECTION OF VENTED OR NON VENTED METAL DECK. 2. PROVIDE CONTINUOUS L 4'W"xl/4" AT ALL STEEL ROOF DECK PERIMETER. 3. STEEL JOISTS DESIGN CRITERIA: LL = 30 Ib/sgft , DL = 25 Ib/sgft. WHERE "SP" IS DESIGNATED, JOIST DESIGNER SHALL INCLUDE THE INDICATED SUPERIMPOSED LOAD IN THE JOIST DESIGN. a. RTU LOADS: D + W = 110 lb / ft (DOWNWARD) 0.6D + W = 260 Ib / ft (UPLIFT) 4. ALL STEEL JOISTS SHALL ALSO BE DESIGNED FOR UPLIFT AND POSITIVE WIND LOADS. REDUCE BY 5 PSF GROSS UPLIFT SHOWN ON S-5 TO OBTAIN NET UPLIFT. 5. (3) ROWS OF PERMANENT JOIST BRIDGING SHALL BE INSTALLED FOR ALL JOISTS, BRIDGING SHALL BE L 1Y< x 1y x 7/64 STEEL ANGLES. ADDITIONALLY, UPLIFT BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF EACH JOIST. THE SECOND AND THIRD SPACES FROM WALL / BEAM SHALL BE BRIDGING X' TYPE. ALL BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOIST. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOIST. 6. COORDINATE ROOF TOP OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION. 7. SEE ARCHITECTURAL DRAWINGS FOR LIGHTWEIGHT TOPPING SPECS 8. INDICATES ADDITIONAL SERVICE LOADS IN KIPS (1000 Ibs = 1 KIP) TO BE INCLUDED IN THE DESIGN BY THE ROOF JOIST MFR. 9. INDICATES T.O. PARAPET AT ELEV- VARIES, SEE PLAN AND SECTIONS. 10. TOP OF CONC. COL = TOP OF PARAPET - TYP U.N.O. 11. PROVIDE PRE CAST LINTEL OR REINFORCED CONCRETE LINTEL WHERE BEAMS ARE NOT DESIGNATED OVER OPENINGS. SEE REINFORCED CONCRETE LINTEL SCHEDULE ON SHEET S5.1. 12. SEE DETAIL 1/S4.1 FOR ADDITIONAL FRAME AT OPENINGS ON STEEL JOIST ROOF SYSTEM. 13, SEE DETAIL 3/S4.1 FOR RTU ATTACHMENT DETAIL. 1 lJ W u U VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 A R 0 0 1 6 1 5 2 W • mum eo.a.a_ Cam'.! • • ••• •�' 'bus• • —6 • _ IJ a v co M J H (n > LL Z v W ® > � 0 N ZN®r- z - z (� 1�- z rY ® C M Z � M Q It �y<e MU^ ® W V— 1. — revisions: BLDG OPT. COMMENTS 01-19-2018 A2 OWNER CHANGES 05-01-2018 Drawn by: Pedro Rincon Q14. STEEL JOIST REACTIONS. A. DL = 1.6 Kips d a t e V=-2.5 KIPS �i�{t-. = 11-21-2017 B. DL = 0.84 Kips LL= 1.0 KIPS L7FF)'F'� VE0-4,,ef'I V = -1.3 KIPS —_- . DA�Va_ 11111111 VENT 1 /4"=1'-011 N .. v r 1�p46 UnisonNo Vj] KERVIN VENTURA D A r Of PE 974146 .. S1■ STRUCTURAL ENGINEER l O P,• °"EwN^ 1o6rwkrl�u�il nstii. �xso"�.a���,PE���"•cN� aN.E1�os;z��.., ■ development inc 8" NOM. CMU WALL 0 m ro S Lu pon OJLu JItY � d U- w Lu U.0 U #9 LADDER TYPE JOINT REINFORCING @ 16"o.C. VERTICAL SPACING. REINFORCING BAR IN GROUT FILLED CELL. SEE PLAN FOR SIZE AND SPACING. 1/2" EXP. JOINT. CONCRETE SLAB ON GRADE. SEE PLAN. ELEV.: SEE PLAN FIN. FLR. SLAB - COMPACT CLEAN FILL. TERMITE TREATED. EL.:-1'-4" T.O. FOOTING CONTINUOUS FOOTING. SEE PLAN AND SCHEDULE. IL U 3" CLR. TYP. SEE FTG. SCH. (TYP. r SECTION SCALE: 3/4"=T-0" FOUNDATION WALL I - � 0 (V 4v 2'-0" (TYP.) i 2'-0" (TYP.) 11 TOP BARS AS APPLICABLE 12 12 CONTINUOUS WALL FOOTING. (REFER TO PLAN SCHEDULE) TYPICAL FOOTING STEP DETAIL SECTION i 5 SCALE: 3/4"=V-0" „L { 3'-0" DBL. MESH 3-0" DBL. MESH (1) #5 CONT.—_E�L.: SEE PLAN I TOY P OF CONC. 3' —l=l=l=l=lam COMPACT CLEAN FILL. 8x8 MIN. CONT. THICKENED 8. f EDGE. SEE PLAN & SCHEDULE. MIN. 3'-0" DBL. MESH -SLOPE FIN. GRADE. EL.: SEE PLAN TOP OF CONC. COMPACT CLEAN FILL. 8x8 CONTINUOUS THICKENED EDGE. SEE PLAN & SCHEDULE. WINDOW RECESS. SEE ARCH DWGS. 8" NOM. CMU WALL (1) #5 @ 40"o.c., MAX. IN GROUT FILLED CELL #9 LADDER TYPE JOINT _ REINFORCING @ 16"o.c. VERTICAL SPACING. � w , cOO< m am 0 �a H- w,. w LU U UIL U C) ELEV: SEE ARCH. DWGS. WINDOW OPNG. UP TO T-0": _ 8"x8" CONC. BEAM SILL w/ (2) #5 BAR CONT. EXTENDED 5" MIN INTO ADJACENT FILLED CELLS. WINDOW OPNG. LARGER THAN T-0": 8"x12" CONC. BEAM SILL w/ (2)#5 TOP & BOTT. AND #3@12"o.c. STIRRUPS EXTENDED 8" MIN INTO ADJACENT FILL CELLS OR COLUMN. TYP. 112" EXP. JOINT. CONCRETE SLAB ON GRADE. SEE PLAN. f ELEV.: SEE PLAN FIN. FLR. SLAB COMPACT CLEAN FILL. TERMITE TREATED. ETL:-1'-4" • .O. FOOTING CONTINUOUS FOOTING. SEE PLAN AND SCHEDULE. 3" CLR. TYP. f SEE FTG. SCH. (TYP.) f SECTION SCALE: 3/4"=1'-0" WELDED WIRE FABRIC - 2 PREFAB 22 ga. GALV. STEEL FORM TO BE INSTALLED AS PER MANUFACTURER'S SPECS. _x_ X x t X X X X X— CONSTRUCTION JOINT DETAIL 1/8" WIDE, 1/4 SLAB DEPTH CUT ALTERNATE WIRE SAW CUT WITHIN 18 hrs. AT CONTROL JOINT x— /1 X A 8 A x/, — FILL SAWCUT WITH NON -SHRINK GROUT CONTRACTION JOINT DETAIL SECTION SCALE: 3/4"=1'-0" G7 X - 600 S162-54 STUDS AT 16"o.c. TYP. SOLID BLOCKING SAME SIZE 8 GAUGE AS MAIN STUDS @ 5-0" MAX. 600 T150-54 TRACK FASTENED W/ (2) 0.145 O x 1 %4 SIMPSON PDP TO CONCRETE SPACED @ 16"o.c. TOP & BOTT. #3 DOWEL x V-8" LONG DRILL & EPDXY W/ NEW 4" CONC. SLAB ON 6 MIL 4" EMBED @ 18"o.c. MAX. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SUBGRADE. - SLAB - ,EXISTING CONTINUOUS MONOLITHIC FOOTING. SEE PLAN p'� SECTION io �� SECTION nr `� 1 SCALE: 3/4"=1'-0" S�(17 8" CMU WALL (BEYOND) COORD. RECESS _ WARCH. DWGS. 8"x8" THICKENED EDGE w/ (1) #5 BAR CONT. 1Y2' EXT. FIN. GRADE. ti 2'-6" DBL. MESH CONCRETE SLAB ON GRADE. SEE PLAN. h ELEV.: 0'-0" FIN. FLR. SLAB COMPACT CLEAN FILL. Qa � ELEV: - V-4" O. a TFTG. (U.N.O.) w= wU -. U IL - 3" CLR. TYP. v SEE FTG. SCH. (TYP.) ih SECTION SCALE: 3/4"=1'-0" CONTINUOUS FOOTING (SEE PLAN FOR SIZE). 3 CONCRETE COLUMN (SEE PLAN SCHEDULE) 1/2" EXP JOINT. CONCRETE SLAB ON 6 MIL w POLYETHYLENE VAPOR BARRIER (n 0 (SEE PLANS FOR SLAB THICKNESS & o_ = REINF.). EL.: 0'-0" -• —_ —_ —_ —. —= V' FIN. FLR. SLAB E- > LL � w Ui U \U IL 3" CLR. TYP. U f /-- co SEE FTG. SCH. (TYP.) SECTION SCALE: 3/4"=1'-0" COMPACT CLEAN FILL. gL EL.: - V-4" TO. FTG. (U.N.O.) ISOLATED FOOTING (SEE PLAN FOR SIZE). a� D U (ll U L #4 DWL x V-4" LG @ 16"o.c. - VENTURA VERTICALLY, SET W/ 2 PART EPDXY, 5" MIN EMBED INTO EXIST. GROUT FILLED CELL OR CONC. COL. mlchael a. ventura 11870 w state rd 84 #C14 STARTER COLUMN. - EXISTING CMU davie, florida 33325 SEE SCHEDULE. WALL /CONC.COL phone : (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 MATCH� EXISTING o: u-> w �- w a w= UC) U - - . IL U� 6" DOWELS 3'-6" TOP & BOTT. REINF. f EXISTING FOOTING INTO EXISTING FOOTING AND SET w/ 2 PART EPDXY. SECTION a AR 0 0 1 6 1 5 2 SCALE: 3/4"=1' 0" 2.O \J JM W CORNER BARS, SAME SIZE AS BAR , •e,IJ �••••• .•eee, IN FOUNDATION WITH 36" LEG EACH —� ` • ••• •°'• ,' WAY AT ALL FOOTINGS. MATCH'_' ,•,•�• 36" AMOUNT OF CONTINUOUS BARS �, •• �s••e. MIN. EACH WAY -- e • ' zrV J Q FOOTING i co _ CO z � L.L O a O w z W L.LI ® FOOTING REINFORCEMENT. SEE SCHEDULE z N O CV II �- ' r Z L vJLO ~ Y Q coC z C CD < Q U SECTION 8 n rn 0- SCALE: 3/4"=V-0" S2 A revisions: STF�(14 APP2rnirn A OWNER CHANGES 05-01-2018 Drawn by: Pedro Rincon date: 11-21-2017 S200 ■ development inc EXIST. WALL TO REMAIN SECTION SECTION SCALE: 3/4"=1'-0" NEW L5x5xYz" w/ %"O x 6Y2' LONG SIMPSON TITEN HD SPACED @16"o.c. MAX. AND 8"o.c. FROM END. . JOIST. SEE PLAN IZE & SPACING. 'AL E PLAN FOR TION NEW STEEL JOIST CONT. 6"x 16ga, 600 T150-54 TRACK W/(2) 0.177"0 TOP HAT PINS TO STEEL & w/(2) #10 TEK SCREWS TO EACH STUD - CONT. TOP & BOTT. STEEL JOIST. SEE PLAN FOR SIZE & SPACING. JL 1/4 CDX EXT. RATED PLYWOOD W/ #10 TEK SCREWS OR SELF DRILLING SCREWS TO STUDS OR STEEL @ 8"o.c. & @ 6"o.c. AT ALL EDGES -TYP. 362 S162-48 @ 16" o.c. FASTENED W/ (3) #12 TEK TO EA. STUD. PROVIDE ONE 362S162-43 STUD AT BOTH SIDES OF VERTICAL STUD. SECTION 3/4"=1' 0" HSS 6x2x1/4 W CDX EXT. RATED PLYWOOD W/ #10 TEK SCREWS OR SELF DRILLING SCREWS TO STUDS OR STEEL @ 8"o.c. & @ 6"o.c. AT ALL 0 EDGES -TYP. • CI STEEL JOIST. SEE PLAN FOR SIZE & SPACING. 6"x18 GA, 600 S162-48 STUDS AT 16"o.c. TYP. TRACK FASTENED TO "W" BEAM w/ (2) 0.1770 - 1-1/2" PENETRATION SIMPSON PDP - SPACED @ 16" o.c. - 1/4" STIFFENER W8x31 600 T150-54 TRACK W/ (2) #12 TEK SCREWS @12"o.c. MAX. SECTION SCALE: 3/4"=1'-0" S3. TRACK STL. STUD - FINISH A (4) #10 TEK SCREWS AT OVERLAPPING TRACKS. TYP TRACKS OVERLAPPING AT CORNERS DETAIL DETAIL SCALE: 3/4"=V-0" S3. I AI (2)#12 S. DRILLING SCREWS TO STEEL JOISTS BOTTOM CHORD I (4)#12 TEK SCREWS TYP. {- - 600 S162-54 STUDS AT 16"o.c. TYP. METAL ROOF DECK. 600 T150-54 TRACK W/ (2) #12 REFER TO PLAN &--, TEK SCREWS @12"o.c. MAX. NOTES FOR GAUGE, `, (1) #12 TEK SCREWS EA. LEG TYPE, & FASTENING. 71 _ STEEL JOIST. SEE 0 PLAN FOR SIZE & SPACING. x 362 S162-48 @ 16"o.c. - FASTENED W/ (2) #12 S. DRILLING SCREWS TO STEEL JOIST BOTTOM CHORD SOLID BLOCKING @ MID -HEIGHT W/ 18 GA STUDS SAME SIZE AS STUDS SECTION 01 UU OULIU I \ BRIDGING DETAIL DETAIL s SCALE: 3/4"=T-0" C3. A A STUD - 20 GAGE 1AP BRACING a� Z) U Nsky U L michael a. ventures 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 A R 0 0 1 6 1 5 2 CD J�yry m a LLj • . ° • s•••ie �n� V i _ M Cr) v) > I .�� Z W _0 WN >_ � c. cq ® Z N ® r- Z Z LL? Y O co Z ®Q MQ 11 c) ® W G LL revisions: A OWNER CHANGES 05-01 2018 Drawn by: Pedro Rincon date: 11-21-2017 Q..Unison , KERVIN VENTURAPE 9741M u • 5�}Y11V` �• ,^ smueR.rnwen�cweere s�''�i FL O S301Fi\1�� o°.=a IJRa °s �x� 18M1 MNhM P8 • development inc TENSION EMBEDMENT - STANDARD HOOK W w FACE OF m w CONCRETE N Q �o \ TYPICAL TENSION EMBEDMENT DETAIL DETAIL 1 LAP SPLICE SCHEDULE fc = 4000 PSI, NORMAL CONC. TOP BARS OTHER BARS BAR LAP CATEGORY CATEGORY SIZE CLASS 1 2 1 2 LD 18 28 14 21 #3 LT2 24 36 18 28 LD 25 37 19 28 #4 LT2 32 48 46 25 24 37 #5 LD 31 36 LT2 40 60 31 46 55 28 LD 37 43 #6 LT2 48 72- 37 - -- 55 -- LD 54 81 42 62 #7 LT2 70 105 54 81 62 71 #8 LD 92 47 LT2 80 120 - 62 92 LD 69 104 53 80 #9 LT2 g0 135 69 104 TERMINATE VERTICAL COLUMN REINFORCING WITH HOOK WHERE APPLICABLE PLAN TIE SPACING SEE SCHEDULE S= PLAN I3•PPIDT110011 20 BAR DIAMETERS VERT, COLUMN REINFORCING SEE SCHEDULE SPLICE LENGTH SEE ACI 318 VERT. COLUMN REINFORCING SEE SCHEDULE SPLICE LENGTH SEE ACI 318 DOWELS SHALL BE SAME SIZE & NUMBER AS COL. REINF. SEE SCHEDULE FOUN TYP. COLUMN REINFORCING DETAIL DETAIL SCALE: 3/4"=T-0" 2 TENSION EMBEDMENT LENGTH (with std. hook) SCHEDULE BAR fc = 3000 psi fc = 4000 psi fc = 5000 psi SIZE TOP BOT TOP BOT TOP BOT #4 12" 8" 10" 7" 9" 6" # 5 14" 101, 13" 9" 12" 8" # 6 17" 12" 14" 101,13" 9" # 7 20" 14" 17' 12" 16" 11 # 8 23" 16" 20" 14" 17" 12 # 9 26" 18" 21" 15" 20" 14" LAP SPLICE SCHEDULE fc = 5000 PSI, NORMAL CONC. TOP BARS OTHER BARS BAR LAP CATEGORY CATEGORY SIZE CLASS 1 2 1 2 LD 17 25 13 19 #3 LT2 22 22 32 17 25 25 #4 LD 33 17 LT2 29 43 22 33 32 #5 LD 28 41 21 LT2 36 54 28 41 33 50 25 LD 38 #6 LT2 43 65 33 50 48 72 56 LD 37 #7 LT2 63 55 94 83 48 42 72 64 #8 LD LT2 72 108 55 83 #9 LD 62 93 48 72 LT2 81 121 62 93 MARK SIZE W X'D' TE-1 8" x 8" x CONT. WF-24 24"x CONT. x 12" WF-32 32"x CONT. x 12" WF-48 48"x CONT. x 12" MF-24 24'-'x CONT. x 16" F-40 4'-0" x 4'-0" x 12" FOOTING SCHEDULE REINFORCING (1) #5 MID DEPTH (3) #5 CONT BOTT.,(1) #5 CONT TOP, PLUS #4 @ 12 o.c. TRANSV BOTT (4) #5 CONT. BOTT., (4) #5 CONT. TOP, PLUS #4 @ 9 o.c. TRANSV. TOP & BOTT. (4) #5 CONT. BOTT., (4) #5 CONT. TOP, PLUS #4 @ 9"o.c. TRANSV. TOP & BOTT. (3) #5 BOTT & (2) #4 TOP PLUS #4@12" T & B TRANSV. (5) #5 BOTT. EA. WAY NOTES: FOOTING INDICATED IN FLOOR PLAN w/ "M" MEANS THAT FOOTING CAN BE POURED MONOLITHICALLY w/ SLAB ON GRADE. q= 3000 psf REMARKS COLUMN SCHEDULE MARK TYPE SIZE 'W x'D' VERTICAL REINFORCING TIE SPACING REMARKS 1 CONIC. 8 x 12 8 x 30 - (4) #6 (6) #6 (1) #3 @ 8"o.c. - - 2 CONC. (1) #3 @ 8"o.c. „D" O O COLUMN SYMBOLS �# COLUMN BELOW S:L COLUMN ABOVE COLUMN SCHEDULE NOTES: 1. THE SCHEDULED SIZES ARE MINIMUM STRUCTURAL SIZES FOR REINFORCING STEEL FABRICATION ADDITIONAL CONCRETE MAY BE REQUIRED FOR ARCHITECTURAL PURPOSES OR TO REACH WINDOW OR DOOR JAMB. ALL OVERALL COLUMN SIZES SHALL BE VERIFIED WITH ARCHITECTURAL PLANS PRIOR TO FORMING. 10" -< 71/2" 3/4" 11/2"1111/2" 7 N y� • f (6) 3/4"0 x 7 1/2" - ` - - --c - - WELDED HEADED CONC. EDGE STUDS 2" 2" 5" 3/4„ f-f 8 i N O 0 (4) 3/4"0 x5" STUDS tV oD / O. O - - (V CONIC. FACE (1) #4 TIE AT EACH ROW OF STUDS -TYP. ELEVATION SECTION ELEVATION SECTION PLATE "A" PLATE "C" 71/2" i 6„ � 2"� r EQ.EQ. � 3/4" 5 1 1/2" 1 1/2" > -T 9 1/4 (6) 3/4"0 x 5" WELDED-t < i HEADED STUDS N (1) #4 TIE AT EACH STUD. - O. o - w - s 0 (V m O PLAN VIEW 5/8" THK. 10"x10" w/ (4) r N-_ -U - 1' �' - >` -c` - e- - 5/8"0 x 6-1/2" LG. SIMPSON TITEN HD INTO \1 \ - CONIC. OR GROUT CONC. FACE FILLED CELL (1) #4 TIE AT EACH ROW OF - PLATE "D" STUDS -TYP. ELEVATION ELEVATION SECTION PLATE "B" MA; IZ10 . michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 A R 0 0 1 6 1 5 2 I,J.J • W r V f M _ M) ` ' L W > -0 W 0� ® c: N - � W = � Z ti) �Z ��/'\ Z LL ® < It 0(� �/•y< r e v I s I o n s : ® OWNER CHANGES 05-01-2018 Drawn by: Pedro Rincon date: 11-21-2017 APPROVE[) _ .DAT NI Unison KERVIN VENTURA PE 074146 - STRUCTURAL ENGINEER FLCAN°PPJ00 UXi50X5.XUCNFP1 DlS ®IT-7C HX iE FI, 5)z93 a V E N T L)c `74 le I �� v1u6un *ems I � (E 01F LLJ ,S500