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12-347-011REML=EA VE EXISTING ROOFING 4ND PORTION ISTING ROOF 5TRZTURE -NI TO 05ED ARCHITECTURAL FANS 4 ATIONS FOR NEW LOW, REFER TO STRUCTURAL DRAWINGS FOR ORCING AND REPAIRS OF EXISTING ITIONS. (TYPICAL) VE EXISTING ROOF TILE AND u r- ING MATERIAL TO EX5ITNG ROOF t THING -REFER TO PROPOSED S A 1i 1 -) I N\ A S ITECTURAL PLANS 4 ELEVATIONS FOR OW_ R TO STRUCTURAL DRAWINGS FOR INCURPORA'I'I ;:n ORCING AND REPAIRS OF EXISTING n: ITIONS. (TT- PICAL)iMOVE EX'S' POOPING AfND PORTION n OF EXISTING 5•'LIT�� -RFFFR TO r PROPOSED ARC �CTURAL PLANS t 1875 PONCU I)]. I.I'.I)V ELEVATION5 FOR NHL (LOW 2� o\ - REFER TO 57RJG1JRAL DRAWINGS FOR REINFORGINGs AINF-1 REPAIRS OF FXISTINC� (.()RAL(,ABI.I,S, 11. 3 37.34 CONDITIONS. (TYPICAL) SIDE (WEST) ELEVATION • EXISTING SCALE 1/4' = 1' -0' b 2 EX, ;27 OF TIE BEAM i d RE"Cr Ex 5 -Vs WIN :,'r= DOORS AND PRA S SEE NOTED c - 4N: III C``Z—t:: TO MATCH E>,I X = N �--REFER O c ^= 5cG ZlLAN:::.-= .ATIONS 4 WNDO- S� ED _E ^032 .E...Jc�c �" �-?F _ -@ '_Z1RL_ T =W 1NGS FOR REI Fr ti A REc-:I GI Or- E STING . L 'IONS. (TYPICA_ EL. - 0' -0' -0- OF FIN. FL. 2' -2' -G" x i' -H (X LOu'✓ERED ALUMINUM BRI5E- SOLEIL. /--P(xr_ ER r N 5L (lW'TE:) GON cACT04 -0 5U!I - 5L OP DR6I INGS FOR ARCHITETC'S RE:YIE'u 12 12 12 2} Imo` 0 21 21 _ 2 } TO MATC — II � - EX S 0 MATCH I -C M, ,1TC- Ex15 `,G 1� TO MATCH EXISITNG TO MATGEI Ex151TNG 2} 1 - - M TCH xtS' --,,G - -- — - 1' a' a' - -- ------- - - - - -- -- -------- - - - - =- < - - - - - ------ - - TO TGH E SITNG TO t- TCF = SING P 41b P +- 3'.4 PSF 04 — Q P� 40.1 PSF ALUMINIUM FRENCH DOOR 4,-U —NU .- CR,ZONTAL ROLLER WINDOWS �U SLIDP �JRS — P -• 435 PSF IMPACT RESISTANT - ESP. UN'TE FIN '5N / -» �515T;,- ?5P. WHITE FIN - x I D 4 .LOOD PRECIS MPAC- SISTANT -ESP. WHITE FINISH P += 40.1 P5F MANUF 1GTURED G1' CGI OR APPROVED E^OJAL MA" JFL'TllGED BY CC31 OR APPROVED ED A_ / " ^�_ �0'-REC G" sl OR Ap�1"w _: _ °4 N ° ti Sw 24' C.G. (TYPICAL THROUGHOUT) (TYPICA- T- IROUCsH0U7) X 6 CEDAR WOOD - REL1-15 BEAM RIGHT (WEST) SIDE ELEVATION - PROPOSED \ PANT7-D =IN'5H- 2•EAC.-COLUMN SCALE: 1/4' = I' -O' \`--8 x B:EIkR R ED CONCRETE COLU'N5 ,U SMOOTH $7, �- FIN15H TO V SMOOTH STUCCO FINISH (3 COAT 5Y57EM) CONTRACTOR TO PROVIDE PRODUCT CONTROL 5AMPLE OF G' X 4' ON SOUTH OR WEST FACADE IN DIRECT SUNLIGHT FOR ARCHITECTS REVIEW AND APPROVAL. (TYPICAL THROUGHOUT) DEMOLITION NOTES- 1. COMPLY WITH ALL PERTINENT REGULATIONS, GOVERNMENT AGENCIE5 AND FEDERAL,5TATE AND LOCAL ORDINANCES. 2. GENERAL CONTRACTOR SHALL EXAMINE THE SITE AND BECOME FAMILIAR WITH CONDITIONS AFFECTING THE WOW BEFORE SUBMITTING: THE BIAS_ 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, ALL. R`- QUIRED PERMITS AND PAYING FOR ALL PERMITS FEES. 4. BUILDING TO BE DEMOLISHED MUST BE VACATED PRIOR TO START OF WORK. 5. U5E OF EXPLO5IVE5 WILL NOT BE PERMITTED. 6. OWNER SHALL SUBMIT AN ASBESTOS EVALUATION FINDINGS REPORT BY QUALIFIED TE5TING LABORATORY. T. E3URNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE PERMITTED ON 51TE. b. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO PERSONS AND DAMAGE TO ADJACENT STRUCTURES. J- CONDUCT [DEMOLITION OPERATIONS AND REMOVAL OF DE51RI6 TO ENSURE MINIMUM INTEFFERENCE WITH ROADS, STREET WALKS, OTHER ADJACENT OCCUPIED SPACE OR USED FACILITIES. 10. ITEMS OF SALVAGEABLE VALUE TO OWNER MAY BE REMOVED FROM STRUCTURE AS WORK PROGRESSES SALVAGED ITEMS MUST BE STORED AN PROTECTED AS THEY ARE REMOVED. COORDINATED WITH OWNNER. 11, MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATION. 12. D15CONNECT AND SEAL UTILITIES SERVING 5TFCCTURE5 TO BE DEMOLISHED, ADJACENT FACILITIES TO RFMAIN- 13. PROVIDE INTERIOR, EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMO( -15HED ADJACENT FACILITIES TO REMAIN, 14. COORDINATE WITH STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT WORK REMOVAL OF ANY LOAD BEARING WALL OR STRUCTURAL ELEMENT. DEMOLITION LEGEND EXISTING ROOFING TO BE REMOVED TO EXISTING SHEATHING EXI5TING WALL / COLUMNS / ROOF TO BE REMOVED REFER TO STRUCTURAL OWGS. EXISTING BUILDING COMPONENTS TO BE REMOVED REFER TO 5TRUCTURAL DU)G5, CONTRACTOR TO PATCH AND REPAIR ADJACENT SUWACES OF DEMOLITION TO MATCH EXISTING CON5TRUGTION AND FINI5WE5 (typ) FLAT CEMENT ROOF TILES MANUF. MY MONIERLIPE 'SAXONY SOD SLATE COLOR: (DARK CHARCOAL ISLEND) CONTRACTOR TO SUMMIT PRODUCT SAMPLE NOA FOR ARCHITECT / OWNER'S REVIEW AND APPROVAL (TYPICAL THROUGHOUT) T -2' HIGH X 2' THICK LOUVERED ALUMINUM BRISE- SOLEIL POWDER COAT FINISH (WHITE) CONTRACTOR TO SUMMIT SHOP DRAWINGS FOR ARCHITETC'S REVIEW AND APPROVAL. -�M 2} TO MATCH EX151TNG EiL- + 10'_8• PROPOSED 1:1-1 TOP OF TIE BEAM TNG TO EXI&ITNG I =XIST. TOP OF TIE BEAM ALUMINUM HORIZONTAL ROLLER WINDOWS _ IMPACT RESISTANT - E.S.P. WHITE FIN15H MANUFACTURED MY GGI OR APPROVED EQUAL T (TYPICAL THROUGHOUT) EL. - 0' -0' TOP OF PIN, FL. PROPOSED ELEVATIONS 21 SCALE: 1/4' • I' -D' M PROPOSED ELEVATIONS 21 SCALE: 1/4' • I' -D' u r- t it S A 1i 1 -) I N\ A S ARC III'I'i ?CTS. ;i INCURPORA'I'I ;:n n: 1alls�.�nHxlrn til'A,.I I'I.,1. \ivI VCS Y t�= r h r. n AAaauuna7; 11(U I'I 15 i G r 1875 PONCU I)]. I.I'.I)V No >'15 (.()RAL(,ABI.I,S, 11. 3 37.34 Y 11:1.1( PI R. 3i.i3- 443' 7GS r, NAC51MH.1, 30i -A �C9- ? ",'98 J•; c -mail; se�ldorch(rJaaLcnui Jam: n r W U LAJ z V "' z W H © w W Ce 0 r tn tA L.I.! w 0z LI 0 CL U Ln z LU — M r V� W x p w 30 1.1. O 0 OZ J_0 CC �. U > 0 z ua OC � as �i Z 0 � r URAWINGS AN13 SPLCII ICAT IONS AS INSTRUMENTS OF PROD F SSIONAI SERVICE, ARE AND SHALL RFMNN THE PROPERTY OF TI iL ARCHITLC I. THFST: I OQGUMEN I S ARE NOI OWL USED IN WI IAl E OR IN PART, FOR ANY 01 HLR PROJECTS OR RURROSCS OR BY ANY OTHER PAR I ILS, TI IAN TI 103E PROPERLY AUTHORIZED BY CON I RA: I', WITHOUI I'HE SPFCIFIC WRITTFN AU I HORIZATION OF SAROINAS ARCHITFCTS, INO. Client's Information MR t MRS GARL05 DE CESPEDE5 8010 NW 68 ST MIAMI, FL 33166 Date 30 MAR 12 Drawn By GC Checked By MS Revisions A 0 0 Project Number SAJ -1201 Sheet A --204 Of