Loading...
09-49-026I Ell MA5OWY WALL rXAEf VEYOW (42 Mn. N kJil0 COW. Ur SEE 5it E1111Z.AL WIGS 5/ f3' MX11 EV FOV VINTN51ON & ITIT. 5flao rINff1 GJv. Mfa, stucco Stop and flasllrlq COW, 5LAr3 OVER CON. J015f Flashrq rner4)rarte over 2x cam. COW. 5LPU OVER CON. JOl5f SEE 5mrr. VIM I'm VIM5. a MEII,P. 5EE 5TRI)Gf. rLAN FOR VIM5. s 11M. SLOPE 1/4/ft. min. 8' MA5OWyVIPLI -_ _�-r____-.-� .�_ ..,.. ------ - - •I. :1 ` - COW. VEAM.SEE L; CONC. e(.Lt1MN COW. COLUMMI COW. Cam VMYOW 5M C1. VV65 FOC VEYOW MYOW VIM5. K 1111f. 6' i:-19 55fucc�orw � � d -11 MAJIN I. �OIMMMI ,, �j1��1 I�V�1�1,�,i "�, v 2'x2' S1.1`J'EN�VCLG. _ _ J 1 I a, MAXIIJ;YVIPLI I-----_-I--_-___I GPLV. MIL. VL1' EWE rKE55EI� iREATEV WLEM stAF x ELEVA M POOF t.(J9W. • ' COW. VENM.%E 5TUf. VV6 5 FOR VIM5. & Mff. 9/©, r YMP 5WO rlm9ii MA50WY VIPLL GAF 013MM Galy, rntl. stucco Stop and flashtlq MOVI'm VITUNEN ROOF 5Y5TM Flashnq merr�rane over 2x ca1t, FGl?CONCKEtE rkCKS tu SLOPS 1/4/ft. min. .'. :':•.. •. CONC.VENM.�i STRI}uf.VY,Y'SFOR CONC. M MxE 8 KEC�F. StKICf. l7VlG I'mVIMS. 3%" 125 GA VIM5. a Iff. Mt. sty Vrxm %2" G.Wl3. OM WOOD c4'-C)" O.C.( 4.) FUZZING e 16" O.C. 6IWALAWN 0' PU5Of�YVIPU -- �� :. %" G,1Ni3.OVEl; WOOD RVYING 016" O.C. OVE fZ i;-45 WID INSILA"fION COW. %IV OVER CON.1,115f > > CONC. PU OWIZ CON. J.'1I5f CERAMIC iLE [�N N FLIf�ZING 511:t'S. SEE STRIY,f. rLPN FOR VIMS. R r1;�F. / � SEE STRICf. rLPN FOR VIM5. s ri;N'r. lr'EfP1, (,PNOI'Y 5' O" C(m_ CCLl1MN fl12 NA\VflZ VNn it21-N1UIZ VAT (-'T.) COW. VEAM..EE 5TRECf. VV y5 rok et � 0 C. &K. (T 1 ) el O C. MAX. CON(.. VEAM.%t MA" VIM5. K'EH. 5MIX, r. VVrA'5 FOR I ISMS. 8 r ". 0' DMSOi y VIALL C(M. FoonNa %t 5fU1`. VV,G5 rOM VIM5. K ITU. I LAYM5 EA SrJE 5/8, G.VID. fKT9 s rAdJ P I LAYM5 EA 5M 5/8' G.W13. fKTV 9 rA1MW I LAYM5 EA 5U 5/8' G.WU, fnP s rANMP t' 12 NAVCEM M e 4' OL. MAX. (TT-) Y2' 6.Wt3. OVEP. WOOD FUMING e 16" O.C. A. - COW. PENM.%E SiKICf. VY.ri's F(.K VIM5. s IT". a COW 5LA3 GAF mulwOv EE 51rIY,f. PUN Nrut N MOGF 5Y5fEM For VIM5. K [Elf. ra cOI1cKT:TE VEcK5 LOPE � ft min 7. • . ••y i VlWN5ION fO K'E.ECf A4' 0 0E3.EC1 Af PU, rrKEf5 (iM.) 2'-0' d t N T ' COW. VENM.%E - J %Uf.VY,rc'5 FM VIM5. & 1111T. 5 E1 L StW 13Y OW5 CONiMPC.rOM fO 9J3MJf 5N01' VWG5 ra KTGVAL VY PR01. PW OfY. MP A9W VAL Y" G.Wf3, OVEiZ WOOD 14 FLWMA P 16" O.C. OVEiZ P,-'t5 00P IW-ALAf10N Ctwic TLE l� N FLIfTZING 51)Zt'S. UJNC. `.i.Pis ON (RAIJE CONC. SLPU ON (Y.AVE CEMAMIC iLE OWIZ 6 MIL. VNrOM [3 M s OWIZ 6 MIL. VN'OR 13AM 9 957 COi KTW &TERMITE TT�ATEVFLL. 95x COM KSO s TI;MMIM Tt WWI'LL. SEE 5m1C1. rLAN ra 2M5. R lit'r. SEE 5TRErf. rLgA ra VIM5. 8 ri;IKF. 1A`N1'A\zA\1A'N AN 71. �.F:� •- \` SECTIONCOW. F001w, 5Mtf. VV,G5 rOR scale /� VIM5.sila. 6 THE ELEVATION OF THE FLOOR SURFACES ON BOTH ( SIDES OF A DOOR SHALL NOT VARY BY MORE THAN %' in 2' -011 � N N N V' G Stair # 2 VIM l,,bION fO RE_ECf A 4' 0 0E3-Ecf Af ALL rCKEf5 (fYt'.) VI,MW)10N fO K'E.ECf A 4' 0 OV-ECf Af PU, rCKE15 (ff.) GALV. MfL. R11 EVG` t'rE9,41 fi p,w WILEM C A COW. VEAM `& 5Mr r. V7r", rOR VIM5.01trRr - 5/f3' TynnV 5n1(LO rwi-I 19' MA0WyVIAU. FOOF COW. VEAIA.`M 5irlrr. nv.r'5 FOR VIM5. & ITU. 2" Mm. E �m,EN51ONf0rJ ECfA4' 0 II II I I Ii\\ m3.Ecr nr NLL ricKErs (rm.) I1/ L 2" Min. � ii VIM W;,I0NfOM1CfA4' 0 COW. V mA a 51K1Y,f. VV,Y's Fa VIM$. s KEIII. / 95 %c cOTN'PL1EV ru. CONTRACTOR TO SUBMIT SHOP DWGS FOR APROVAL BY ARCH. AND CITY. COW, 5LAU ON (fiA'x OWIZ 6 MIL. VAPG9 DNJU K 95� COWALTEV & UWE IMAMPI'LL. 5M 5TKECf. rLAN I'm VIM5. s r'Eff. ,. .. _...- , ' . PREFAB. METAL STAIRS CONTRACTOR TO PROVIDE SHOP DWGS. RISERS @ 711 NO %OWP J , UNi7EV StAlr?5 Al ( r\5 CITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL SECTION APPROVED BY: SATE' �r � _-----�. 1 Y211 1 STAIRS HANDRAIL (fYP.) Scale :N.T.5 5iij FINai -f3' MA50lJ;YVlAU. �(,OND FI.00� LEE iT 01.0.`i10. II1 "1 kLEJAE' PROREr"10S R.A. il lrCltects lejandro Rem,- n 11. 0011707 8501 Pines T'I' ,1 !cite 107 'embmke Pin • IL 33029 "cl: (954) 442 J I;" -ax:(954) 419 "1 1-mad: rernn• I ' •`nol mm 50MI�IZSII I' CiiwAR'FER S,,,1ih 11'i .-Ini 876 SW U1111 "+ Louth Miami. i I 3ONSULTAHTS: JEANETI I AnDILA architect ALBERTO CHINCHILLA architect ALEJANDRO CAB/'I_ CABAL architect MARCEL ADRIAN f EREZ architect 18501 Pines Elvd , >uite 107 Pembmke Prn(•°: E I. 33029 STRUCTURAL ENG.: EDUARDO GONZALEZ Structural Engineers J. Eduardo Gorr,ilrz P.E. -717 Ponce do l 1 "n Blvd., Coral Gables 11 '3134 Tel: (305) 445 !,1(") Fax:(305) 445 t r 11 e-mail: eddyq'•i• • !-Ilsoulh m t M.E.P. Ell(?.: INGEMEL SA LLC. DESIGN 8, BUll 1) ENGINEEETt'lr, COMPANY STATE OF FLORI+).." r;r� No.9113 Pedro Arias P E 6113113 Patricia Moralr , P.E. 63818 -2071 Johnson ` w-t, Suite 115 Pembroke Pin-, t L 33029 U! ,A Tel: (954) 318 -t Fax:(954) 450 ­'1 e-mail: pedro- • ^ )-�mcl.mm pmora', - •mgemcl cx)r, CIVIL ENG.: Consultitin Engineering & Science, Inc. Nelson H. Ortiz V E. 57556 -10700 North Ir..r„+nll Drive Miami FL. 331 , 1; Tel: (305) 378',',', ) Fax:(305) 20 + ',1 e-mail: norli; GMIAMI mill LANDSCf'r- ARCH.: M. L. A. G110UP INC. Scott McClure 111 A GG66695 .690 NE 139 `.;I- t Suite 105 Fort Laudvrda'­ f I. 33304 Tel: (954) 71`1 "' 1 Fax:(954) 4G,' e-rnail: minrinn r ,1)yahoo ff +•+ -- - SEAL: rho ._ r3 ,:, =�fv 1` .I LJ A.R. 0011 i 1";+:, REVISI(1V IS: .'1 • 10210211"+ Asper City I"'• xks 1 - -1 Project No' 1 0880 Model File' Drawn by: ( J.A / M.A. / A.C. Approved ► Ni: I A.i1. Date: l 12/03/08 Scale: As Show Copyright Sheet Title SECTIOFIS 2-2 & D ETA I I _S Sheet Nun1l)er SOME11` T-J SOU7-H MIAMI