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PLANS 20 ` PLANTER TWO STORY RESIDENCE # 453 LC AST FLOOR ELEV +9.58' 9.10 0 • ;R, ss . • FOUND 1/2 RCN P P E (NO !D) 25.00 FOUND 1/2 RCN PiF'E -- (NO 10) 25.00' • 0 0 w ui 0 45 /r, 17 hJ > ' '/ LI 8 _ /.s { r6 1 / 7 !i3 /9 20 24. 20' 11.50' 12.20' hll':d 4l,'V� I INCE 0.80' 0 0 11.70' 0 0 0 0 • 0 0 O 0 1) 0 2:.70' 0 0 0 0— O r �0 0 < 0 0 ( 0C 0 ( 0 -c�O ' 0 D < 0 0 0 0 0 ( O 0 „ 1 $X21 i'.21 :1111.0 G4 NO. 1'X 1 CLL&,i R :NT• ALLEY 1 0 52.70' r 1 25.00 � rrr»r»rrr»/» 23. w' 1 0 0 0 O PO O o 0 0 ( 0 0 0. 0 ) 0 0 0 0 °° 0 0 ( ?I , I'A” 1 /3 et.i )- 1 ' � JJ 1! l i 3 ; 7 IS I <, 1/ .; s j 554. 5° 1 t i 10 1 i S �• 1 i r- "' 1 Ca .S" r 1- I ! 1. 23 L? N E, 11.70' 24' PARK NAY 1 25.00' O it 0 c ✓ Ft U � rE. 1 105,!S r; , i.i ,t .� - 2 1O i +• .39 or b r: 5 H 1 :' . 7 H /o! 1/ b0 so 1 _ LOCATION SKETCH N•r.a zw 5' CONC. SIDEWALK ti 18' ASPHALT x PAVEMENT N.C. 92nd STF E r • ?t.A `T • • N 0' 0 7, 11 r • 4 f .` i e J/ 111 X 1 u, 0 0 '() �) u'l 0 1 FOND 1/2" RON PIPE (NO ID) 1.15' 1 25' 205.42' LEGAL DESCRIPTION: The East 1/2 of of Lot 18 and ALL of Lots 19 and 20, Bock 50, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10 at Page .37 of the Public Records of Dade County, Florida, now known as Miami —Dade County, Florida. SURVEY FOR: FRANCES H. ROLPH 453 NE 92ND STREET MIAMI SHORES, FLORIDA 33138 I HEREBY CER TIFY: That the SKE TCH OF SURVEY of the above captioned property was completed under my supervision and /or direction, to the best of my knowledge and belief. This survey rneets or exceeds the Minimum Technical Standards set forth by the Florida Board of Land Surveyors in Chapter 61G-17---6 Florida Administrative Code. Pursuant to Section 472.027, Florida Statutes. DELTA SURVEYORS, INC. 13052 SW 133RD COUR T MIAMI, FLORIDA 33186 305- 25.3 -0909 FAX: .305 -25.3 -093.3 D�1 A ,SURVE ' / / WALDO F. PAEZ ATE: • ' °/ PROFESSIONAL SURVEY(pR AND MAPPER NO. 3284) CERTIFICATE OF AU THORIZA TION L.B. NO. 3386 • STA TE OF FLORIDA 1)FLOOD ZONE: X PANEL NO. 0093 J COMMUNI TY NO. 120652 DATE OF MAP: 7 -17 -95 2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUN TY ..3)EXAMINALION OF ABSTRACT CF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4)LOCA TION AND IDENTIFICATION OF U TILT TILIES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT 5)OWNERSHIP IS SUBJECT TO OPINION OF TITLE 6)TYPE OF SURVEY: BOUNDARY SURVEY /LEGAL DESCRIPTION: FURNISHED BY CLIEN T 8) THIS SURVEY IS NOT VALID WI THOU T THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE EN TI TIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PAR TIES U)UNDERGROUND U TILT TIES ARE NOT DEPIC TED HEREON, CONTACT THE APPROPRIATE AU THORI TY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. 11) THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF FENCE 12)WELL— IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ES TIM TED HORIZON TAL POSITIONAL ACCURACY OF 1: 7500 F T. 13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERA TED TO MORE CLEARLY ILLUS TRA TE RELA TIONSHIPS BETWEEN PHYSICAL IMPROVEMEN TS AND /OR LOT LINES. IN ALL CASES, DIMENSIONS SHOWN SHALL CON TROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 14)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH THE SURFACE OF THE GROUND. IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODE TIC VERTICAL DATUM CF 1929. 0.0 DENOTES EXISTING ELEVATION ELEVATION REFERS TO THE NATIONAL GEODE TIC VERTICAL DATUM OF MEAN SEA LEVEL OF 1929 BENCHMARK: N -603 —R ELF_VATION:8.11 LOCA TOR INDEX: 3250 SW HELD SURVEY DATE: 8 -16 -04 SCALE: 1" = 20' DRAWN BY: Y.R. DRAWING DATE: 8 -17 -04 FB: 230 PG: 69 DRAWING NO.: 04 -903y f ;lI Vt 3ton3 rit Data [ Sca1a 1 Ora:in I Job Sheet Of Sheets X1 - 08/ 1 7 1 '2'0 4)5 • f Cti r 1„..• At. • F" S D N C E it 7285 - • • - -RESIDENCE 453 NE 92 SJFE TVIIA1V11 SHORES.H.X.)F1DiA `yr ". • r, z RC)Yl-:\k p • _ • ' I 1 0 3 ....; i CORPORATio ) r L On 1 1 J r _ A 8 „ ,00 L r a CU I I I co L_ J 12. `fa' cry CU 14' -2" 1511111111; 1111111112111111 ri1ri11111W x111 '• g 11111111 411? 1 ire — — k/ "111111111111111 r 1 r11111111umm '!1f rmo ►, 3' -6" C1. T • • x 1 -b Epp) 4s N5w c 1 4 110 . vtR. fi t&/ wc Jc•4 NIA/v ova E (Nwrcti s►ti-K- • e rmAtvi bloc (ort 1.56` w.vo) 18' -2" 15'_4 19' -6" 5' -8 ( ToRAc 1 c") • 2 � � 0 L 1 X 1 x X J 1/ \�\\ \\4AA \OTES \EW GRADE BEAvA FOOTING NEW 24 "X24 "D POURED CONC. BEAM FOOTING W/. (3) ROWS #5 REBAR HORIZ. /CONT. PROVIDE #3 TIES CO $" C /C. \EW COLUMN NEW 3" X 12" POURED CONC. COLUMN W/. (4) #5 REBAR VERT /. W/. #3 © $" C/C FINISH GRADE MIN. $" BELOW FINISH CONC. SLAB EW SLAB @ STORAGE , NEW.4" THK. CONC. SLAB W/. W1.4 X W1.4 WWF OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED POISONED, TREATED FILL ( DEPRESS SLAB 3/4" © PERIMETER ) SOIL STATEMENT THE SOILS CHARACTERISTICS ARE AS OUTLINED BY 'WINGERTER LABORATORIES" REPORT DESIGN AND LOAD BEARING FINAL RECOMMENDATIONS AND PILING / FOOTING PLAN IF OTHER CONDITIONS PREVAIL, NOTIFY ARCHITECT /ENGINEER PRIOR TO START OF WORK. PILING PLAN ( NEW CONC. FILLED 3' DIA. STL. PIN PILES © 5' C/C W/. 1#5 VT. W/. 12' X 12" X 1/4" STL. CAP PLATE W/. (4) 3/4" DIA. X 7" L J BOLTS W/. 3" HOOKS TO GRADE BEAM. STARTE.R COLUMN / FOOTING (TYP) DOWEL USING HILTI C -100 DOWELING METHOD W/. (6) #6 © 6" C/C MIN. 6" PENETRATION / EPDXY GROUT HOLES Drawing Title FOUNDATION PLAN Drawing No. o Sheet of i ARCHITECTURE ENGINEERING PLANNING • • • MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 ND STREET ** ** ** FLORIDA SEAL No. Revisions: Date Drawn: A.H. Checked: Reviewed: A.F. Date: sue, - 200 Scale: 1 : 4 Project No. CAD File No. r L On 1 1 J r _ A 8 „ ,00 L r a CU I I I co L_ J 12. `fa' cry CU 14' -2" 1511111111; 1111111112111111 ri1ri11111W x111 '• g 11111111 411? 1 ire — — k/ "111111111111111 r 1 r11111111umm '!1f rmo ►, 3' -6" C1. T • • x 1 -b Epp) 4s N5w c 1 4 110 . vtR. fi t&/ wc Jc•4 NIA/v ova E (Nwrcti s►ti-K- • e rmAtvi bloc (ort 1.56` w.vo) 18' -2" 15'_4 19' -6" 5' -8 ( ToRAc 1 c") • 2 � � 0 L 1 X 1 x X J 1/ \�\\ \\4AA \OTES \EW GRADE BEAvA FOOTING NEW 24 "X24 "D POURED CONC. BEAM FOOTING W/. (3) ROWS #5 REBAR HORIZ. /CONT. PROVIDE #3 TIES CO $" C /C. \EW COLUMN NEW 3" X 12" POURED CONC. COLUMN W/. (4) #5 REBAR VERT /. W/. #3 © $" C/C FINISH GRADE MIN. $" BELOW FINISH CONC. SLAB EW SLAB @ STORAGE , NEW.4" THK. CONC. SLAB W/. W1.4 X W1.4 WWF OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED POISONED, TREATED FILL ( DEPRESS SLAB 3/4" © PERIMETER ) SOIL STATEMENT THE SOILS CHARACTERISTICS ARE AS OUTLINED BY 'WINGERTER LABORATORIES" REPORT DESIGN AND LOAD BEARING FINAL RECOMMENDATIONS AND PILING / FOOTING PLAN IF OTHER CONDITIONS PREVAIL, NOTIFY ARCHITECT /ENGINEER PRIOR TO START OF WORK. PILING PLAN ( NEW CONC. FILLED 3' DIA. STL. PIN PILES © 5' C/C W/. 1#5 VT. W/. 12' X 12" X 1/4" STL. CAP PLATE W/. (4) 3/4" DIA. X 7" L J BOLTS W/. 3" HOOKS TO GRADE BEAM. STARTE.R COLUMN / FOOTING (TYP) DOWEL USING HILTI C -100 DOWELING METHOD W/. (6) #6 © 6" C/C MIN. 6" PENETRATION / EPDXY GROUT HOLES Drawing Title FOUNDATION PLAN Drawing No. o Sheet of A 453 NE 92ND STREET MIAMI SHORES *x * * *Y `x FLORIDA ARCHITECTURE ENGINEERING PLANNING MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * *** FLORIIDA 305. 576. 1030 s °a1 r ARCHITECTURE ENGINEERING CONSTRUCTION I ® 31 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1040 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 l ADDITIONS & ALTERATIONS NW 453 NW 92ND STREET MIAMI * * * * * ** FLORIDA ro bS . SEAL No. Revisions: Date Drawn: I AA. Checked: Review.A: A.F. Date: OCTOBER 2004 Sca'e: 1 : 1/4 Project No. CAD File No. Drawing Title GENERAL NOTES Drawing No. G.1 Sheet of 1; ALL WORK SHALL BE PERFORMED 13 ;STRICT ' ; ACCORD' WITH •THE ,FLORIDA BUILDING CODE. THESGENE AL CONTRACTOR" SHALL ,Bu ",RESPONSIBLE' FOR COHPLYIt1 1ITIi 'ALLCODES ND ORDINANCE$ A1'4D SHALL OBTAIII AND PAY' ' FOR` ALL ."P,?,RMIT3, ;;'LICENSES, TESTI2iG,. IN CER'TIFICA'TIONS AND .THE BOTH TEMPORARY AND ' PERMANENT. ,.AT • ::. THE TIME OF FINAL : CC11PLETIO.N', ' THE: CONTRACTOR SHALL .PROVIDE . THE.- BUILDING OWNER WITH sTHE BUILDING PERMIT .SHOWING,s.BUILDING AINSPECTION DATE S ' & APPROVALS.. DELIVERY,. AVAILABLE, REQUIRED, CONDITIONS. IfliE..GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL. EXISTING `CONDITIONS. .:,DISCREPANCIES WITH THE . DIMENSIONAL'' s OR OTHERS4ISE 'SHALL BE IMMEDIATELY BROUGHT TO THE ;ARCHITECT'S 'ATTENTION. 5. PRIOR TO SUBMITTING BID THE CONTRACTOR(S) ` ARE TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE.SITE RELATIVE ' TO . EXIS'T'ING WORK, MATERIALS, MATERIALS , HANDLING AND MAKING , OF' ' AN ACCURATE ARD COMPLETE.T PROJECT BID. NO INCREASE IN' PROJECT COST WILL BE ALLOWED' FOR FAILURE OF CONTRACTOR TO ..KNOW EXISTING SITE CONDITIONS. THE GENERAL' CONTRACTOR SHALL BE RESPONSIBLE' .. FOR COORDINATING THE_WOR( O? ALL TRADES. WORKING SPACE SAFETY • PRECAUTIONS :AND ALL OTHER' 'NECESSARY ' TO THE THE :,' ... GENERAL cOIFTRACTOR SHALL NOTIFY . THE'''' ARCHITECT, WITHIN 24 HOURS, OF:'; ANY CONDITION WHICH IS CAUSING" OR HAY CAUSE A DELAY IN THE PROJECT COMPLETION. THE CONTRACTOR SHALL NOTIFY TIIE ARCHITECT IN WRITING, OF THE EFFECT , 'IF ANY, OF SUCH 'CONDITIONS. . . :' , THE GENERAL, • • CONTRACTOR 'GUARANTEES AND WARRANTS THAT ALL : WORN ' PERFORMED SHALL BE FRFE ' FRO( . i` DEFECTS IN MATERIALS A >' ORKMANSIIIP FOR A PERIOD OF ONE ,YE,'1R `' AFTER INSURANCE 0? THE CERTIk'ICATE OF" FINAL COMPLETION ANY' ' :. DEFECTS' OR ':' DAMAGE ,: DISC:OVERED DURING SAID PERIOD SHALL '82 REPAIRED OR >REPLACED AS - .DIRECTED IN WRITING' BY THE ARCHITECT. WITH KO COST TO THE OWNER, TENANT OR ARCHITECT. AL1. " WOOD AND LUMBER SHALL BE ;?IRE :,r `ARDANT TREATED AS PER THE '..,:QUIREMENTS OF THE FLORIDA BUILDING CODE. 10 ALL INTERIOR, FINISHES SHALL BE IN :.ACCORD WITH CHAPTER 37 'OF THE . FLORIDA BUILDING CODE. . 11 , • ALL- .'MILLWORK AND FINISH CARPENTRY • TO BE SHOP PREPARED AND FILED . PERFORMED AS PER THE STANDARD OF THE "ARCHITECTURAL NCODidORI . .:INSTITUTE" (A.I .A. FILE ::. *19). THE GENERAL CONTRACTOR SSHA.LL. SUBMIT A' LIST OF HIS MILLWORK CONTRACTORS FOR ARCHITECT'S SELECTION MILLWORK SHOP DRA =WINGS SHALL' BE 'SUBMITTED TO • ARCHITECT FOR DESIGN APPROVAL. FOUR (4) PRINTS_. OF EACH SHOP DRAWING SHALL BE SUBttITTED TO ARCHITECT. ARCHITECT WILL .RETURN ONE ' (1) '' PRINT TO THE GENERAL • CONTRACTOR. . WORK SHALL PROCEED IMMEDIATELY ON DRAWINGS DESIGNATED AS "APPROVED" ON DRAWINGS DESIGNATED "APPROVED 12. .EQUALS MAY BE SUBSTITUTED FOR SPECIFIED ITEMS. THREE COPIES OF . DRAWINGS . AND /OR SPECIFICATIONS SHALL. BE SUDHITTEQ TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO ACCEPTANCE OF SUBSTITUTIONS 13. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH. CLEAN-UP, INCLUDING VACUUMING AND WINDOW WASHING SHALL BE TO ARCHITECTS'S SATISFACTION. AT THE COMPLETION OF HIS WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, TOOLS, SURPLUS MATERIALS, ETC., ETC., AND LEAVE H WORK "BROOM" CLEAN. 14. CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REQUIREMENTS RELATED TO WASTE DISPOSAL AND SAFETY PRECAUTIONS AS REQUIRED BY LAW. 15. NO WORK SHALL 13 PERFORMED OUTSIDE THE PROJECT LIMITS WITHOUT PRIOR WRI"eE.N APPROVAL OF THE BUILDING OWNER AND/OR ARCHITECT. 15. CONTRACTOR SHALL MAINTAIN PROTECTION , FOR ALL TR.AFFIC AREAS OF BUILDING HE USES DURING THE EXECUTION OF WORK PERTAINING TO THIS CONTRACT. CONTRACTOR STALL REPAIR ANY AND ALL DAMAGE TO SUCH AREAS CAUSED BY COiITRAc;TOR OR HIS . SUB- CONTRACTORS. . 17. CONTRACTOR SHALL' BE RESPONSIBLE FOR THE STORAGE AND 'SECURITY OF ALL PROJECT MATERIALS. CONTRACTOR SHALL BE RESPONSIBLE N FOR REPLACING, ; AT NO COST OR EXPENSi: TO BUILDING OWNER OR ARCHITECT, ANY AND ALL DAMAGED, LOST OR STOLEN ITEMS. 13. ALL TELEPHONE COMMUNICiATION MW DATA LIMES SHALL • BE INSTALLED IN RIGID CONDUIT Olt 'SHEATED Iit HATER'IAT,S, SUCH AS TEFLON, APPROVED . 'FOR NON- CONDUIT INSTALLATION, BY THE FLORIDA BUILDING CODE. 19. CONTRACTOR SHALL ACCOMMODATE AND COORDINATE THE INSTALLATION OF ALIT DATA, COMMUNICATIONS, TELEPHONE,. SECURITY AND FIRE PROTECTION SYSTEMS • WHETHER INCLUDED IN THIS CONTRACT OR - .I.C. AS •' NOTED", FABRICATION . MAY PROCEED AND CORRECTED DRAWINGS SHALL • BE. RESUBMITTED. ON DRAWINGS ' DESIGNATED AS "DISAPPROVED" NO FABRICATION MAY PROCEED , "DISAPPROVED" SHALT, BE RESUBMITTED TO ARCHITECT 1 O NO' FABRICATION KAY PROCEED UNTIL SUCH DRAWINGS ARE DESIGNATED AS "APPROVED". ALL . "APPROVAL" OR, 'OTHER DESIGNATIONS SHALL BE Iti WRITING BY • 1A.RCHITECT. NCB FABRICATION HAY PROCEED UNTIL SAID DESIGNATIONS WRITTEN AND SIGNED BY THE ARCHITECT ARE RECEIVED BY THE CONTRACTOR. 20 . ALL LECTR I CAL TEL EPHO1IE , CCM DATA, AND THE LIKE WIRING, SHALL, • BE RUN CONCEALED . uNLEsS OTHERWISE NOTED. . 21. .,' ALL ELECTRICAL, TELEPHONE, COHMUUXCATIOIiS, DATA, SECURITY, FIRE PROTECTION SYSTEM, AND TH'EE.. LIKE . SMALL BE INSTALLED in ACCORD WITH THE FLORIDA BUILDING CODE AND THE NATIONAL ELECTRIC CODE. . 22. ... CONTRACTOR SHALL PROVIDE AND INSTALL ALL COtiDUI'TS, FI`ITINGi3, AND THE LIKE FOR ELECTRICAL. TELEPHONE, Ct : UNICATIONS. DATA, SECURITY. AND FIR? PROTECTION SYSTEMS UNLESS •NOTED OTHERWISE. 23. CONTRACTOR .:SHALL CHALK Ok'i 3L \U ALL WALL LOCATIONS, I.?LCOR E WALL OUTLETS, OUTLET RUNS, MD THE LIKE FOR ELECTRICAL, TELEPHONE DATA COMMUNICATIONS, SECURITY MID FIRE PROTECTION SYSTE,m$, AND OBTAIN WRITTEN APPROVAL FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. 24. CONTRACTOR SHALL USE OtRLY THOSE FINISH MATERIALS AS APPROVED IN WRITING BY ARCHITECT. 25. CONTRACTOR SHALL FURNISH AND IIISTALL ALL ITEMS NECESSARY TO COMPLETE INSTALLATION. 26. CONTRACTOR . SHALL FURNISH THE ARCHITECT SAMPLES OF CEILING MATERIALS, PAINTS, AND ALL OTHER FINISH ITEMS PRIOR TO THE ORDERING AND INSTALLATION OF SAME . 27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MI SC. METAL WORK, ALL WOODWORK, DOORS AND FRAMES, SHOWING ALL DIMENSIONS, WALL CONDITIONS, MATERIALS AND CONSTRUCTION, AND '11ARDWA E FOR ALL NEW AND RELOCATED DOORS, INDICATING HARD'rtARE FINISHES. 28. ALI. BLINDS DRAPERY AND OTHER WINDOW TREATMENTS N.I.C. 29. CONTRACTOR SHALL INCLUDE IN I1I3 BID . ALL COSTS ASSOCIATED WITH MATERIALS HANDLING AND DELIVERY. 30. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE TWO (2) SETS OF AS-BUILT DRAWINGS TO ARCHITECT. 31. SEE ARCHITECTURAL FURNITURE /OUTLET REFLECTED CEILING ELEVATIONS, DETAILS SCHEDULES FOR ADDITIONAL AND SPECIFICATIONS. • PLAN, PLAN, PLAN, AND NOTES 432. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSIONS NOT INDICATED ON DRAWINGS TO NE CONFIR.)4ED 'WITH ARCHITECT . AND FIELD VERIFIED. 33. ALL PARTITION WORK TO BE IN 5TRICr ACCORD WITH THE SOUTH FLORIDA BUILDING CODE. FOR FIRE RATED PARTITIONS SEE CHAPTER 31. 34. ALL GYPSUM BOARD SURFACES TO BE TAPED, SPACKLED A SANDED SMOOTH TO RECEIVE PAINT OR WALL. COVERINGS AS SPCIFIED. SEE FINISH SCHEDULE FOR U2tLL FINISHES. 35. INSTALL GYPSUM WALLj3OARD ACCESSORIES TO MANUFACTURES' UFACTUIRES' PRINTED IN8TRUCTIOti. UNLESS OTHERWISE NOTED. 36. PROVIDE ADDITIONAL. FRAMING AND BLOCKING AS REQUIRED TO SUPPORT WALLBOARD AT O ?EtiING3, CUT - OUTS, BUILT-IN ANCHORAGES, AND ATTACHMENT T DEVICES FOR OTHER WORK CABINETS, WOODWORK, HARCWARr;, SIGNAG E, :AO THE LIKE. 37. WHERE ELECTRICAL RORK : I3 SPECIFIED T CASIl4 RY,. LAMPS AND FIXTURES TO BE PROVIDED BY CABINET CONTRACTOR. CUT OUTS FOR SWITCHES, OUTLETS AND . `MIRING DEVICES FOR SAME, AS REQUIRED, ARE TO BE BY 7111 CABINET CONTRACTOR AND COoRDINA.TED N ELECTRICAL CONTRACTOR. 3a COttTRAoTOR TO Ct EAN ALL LIGHT FIXTURES. 39. THE GENERAL CON SHALL WARRANT, BY SUBMISSION OF THIS BID, TO THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS. DMHOLITIO i NOM 211T'II2xt4 ' DZMoLTSI oI* THE :. SIT?. ANY STRUCTURE OR PORTION THEREOF INDICATED "kO,BK RE fOVED. Do I O'T REMOVE,' . EITHER AS A WHOLE OR SUBSTANTIALLY A3 iA WHOLE, ANY I0TIRE STRUCTURE UNLESS DIRECTED OTHERWISE B( ARCHITECT. GENERALLY DEMOLISH STRUCTURES D(1N TO MISTING GRADE LEVEL, AND C'O iCRETE SLABS AnD PLAT V1ORK TO ONE (1) FOOT BELOW EXISTING GRADE. . . WITH THE EXCEPTION' OF ANY SALVABLE • I'I'E=i3, • AS DIRECTED TO BE RETAINED' S! OWNER, ALI.. REMOVED STRUCTURES MW MATERIALS• SHALL BECOME THE PROPERTY 0? THE CONTRACTOR WHO SIiALL. PROMPTLY REMOVE THEM FROM THE PREHI SES HO BUCK ITEMS SHALT. BR STORED .OR ACCUMULATED OH THE PREMISES. €3ALVAGI';: AL,L, ` FT MS DEEMED 3ALV.1'L.3LP; BY OWNER WILL EITHER HAVE BEEN INDICATED C)ti, THE DRAWXtic#S, REMOVED PRIOR TO START 0? ALTICRATION WORK, OR ii I LL. BE DIRECTED BY YOWNER TO 13? STORED BY CONTRACTOR '1114D 3}IAh.L REMAIN THE PROPERTY Oe TI11: C* IER. ANY ITEMS TO BE RELOCATED WILL HAVE BEEN INDICATED ON THE DRAWINGS. - InHISlt. If0TE3 CO'i'f'T JACTOR SHALL INSTALL ti EN BATHROOM FIXTURES AND ACCESSORIES, AMERICAN STANDARDS OR EQUAL, CONTRACTOR TO FURIIISIH ARCHITECT WITH SPECIFICATIONS AND ESTIMATES FOR APPROVAL. CONTRACTOR S'i:ALL, INSTALL IiE'VI FLOOR • C,`EILNIIC TILES, WHERE SHOWN N OU FLOORS ARO NEW WALL CERAMIC TILES WHERE SHOWN 0 WALLS OtRLY. NO WALL TILES SHOULD BE INSTALLED 011 FLOORS. ARCHITECT SIiALL, SELECT COLOR AND STYLE OF TILES. . DOOR NOTE3 COATRACTOR SHALL INSTILL PRE-FINISHED MOD I3I • #''(t a J DOORS i4HERE • SHOWN • OH • 11f3 COt4TRACTORS SHALL PROVIDE PERIMETER' 'ri ATHER ' STRIPPING AT ALL EXTERIOR EC.0R3. : q3I',._.. TO BE FILLED TO COUNTY FLOOD CRT IERIA ELEVATION rI.G.V.D. OR AN ;ELEVATION NO LESS THAN THE HIGHEST . APPROVED CROWN ELEVATION OF THE ROAD ' ASIUTTIUG TUE PROPERTY. C UNTRACTOR STALL PAIN r. A" WIDE STRIP ;i /AN APPROVIW SPEC. ALL PARKING SPACES tZ1dHITE) . . ..t_... - — 4 i ID , ,..„., ...4 _ , 4„ .- 1 ' * r r i f C :. IA - i , '':, - " 1 .," ?. .,,; ARCHITECTURE ENGINEERING CONSTRUCTION a li ii MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI ****** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI ****** FLOR'DA 305. 573. 3010 ADDITIONS & ALTERATIONS 453 NE 92ND STREET MIAMI ******* FLORIDA IP ili 4 4 A SEAL No, Revisions: Date Drawn: A.H. Checked: Reviewed: A.F. Date: OCTOBER 2004 Scale: 1 : 1/4 Project No CAD File No. Droxing Title OUTLINE SPECIFICATIONS Draming No. G.2 Sheet of tqt01J.Irri.M.15:11TS •.. • , .111w0t.'ic shall t.;e dOne accordonee wIth the . . -and h-avIvlo jorisd tn.oAss• ' ¶111,1 Ofeatel sI 11 Oovetn; ''' G'ipo tho Gontractor shell velify all grades, Ilnos, levels, , iiLlilel1S 1 ,0118 a3SII0Viil Ott the diewlnos end ,sitelkepott etty.ertots or iticonsistilides (c) tilo '• 1:1(.fichitec;t lii.lrotio c010010nolrtq 9retk, .:, / , '1 . ' 1, 2:- 1 ... 7 ft i , 1 1.11NtftlY,Se40.0.:'(%.01 1 tr 0 0. 0- t i, ShOd Pf e Orld.:pay for ten)pvcroi ligh,1, potNer, and vraier duftlii (1\m1 ltirlion : Sh0 611d tliti'irta in a neat and sanitaty c,ne'( por tia ,, ,f(J . tk,iiiet.) t000ied within 200 feet of the project. , , '' ; ' --, ', • ',.-:.:,„,J.. , . ,.. ;.,.,;..,:, ! ,,.,",, .., c).1.)4V_c/j06 at! 11Pco,53,0,ty;wichroted tesIng rind InspeCttiCdIshair be the -' y ' ofitiii.)'Contwctor, - "•' - ''''-'''''''... t., i .".' 1) - o : t, ( etti 8 1. /e c fi .ol.g: wb called tor In the pocitications k '81Will't'.1.11i)1111t two 1 ■i 1 ,)r)1? . .)4 . )f - .;ftb'p,(.t,rowt,ili - ,)1 to the Atchitect f(.T nrii)t0‘,11 be r liiSlalion, () , ':‘t't.ot O tal , „„) • • ; ., ',.: '. ' .,, )itibstilittibo5 for specified r,)•nit'ou'ols or' prepodUreS in h‘e., tiSt a nt ad in vance by n , Products no spr?,oltied by trade:name *hal) I.it.: selected by Atolateot, Oc.aillad.Gr 111;3y he ... ' lO 11(110'111e ploduct 8e!eOtIon ' Qll unies8t,o1.11erwise spgcliled'Conit actor MI follow inanitfactorOr'S eiiirent , si.tt to oonit.iliatt6e wttil the codes ond ctoof.O■ practice. Contradt,l(ii't'SpOnSibt,e:t6.0ep nod a iM l! istied 'wolk cenn onri ffee from , defv%t-G cabizod duitoti instotiation or by Other trades at tater dat e. ehnst actor shall fartliltatlze . ,'Illutself all auents ileossolYfQr therr'oaro bo-fore - „ .5,eryst2s: do not,lodilde"c;o1b01ete :3pe.,cirloatIons, They do include 11rnite1 ij tintlipiO Shall not 1.).o hold respons/ble for ■yorR not 10 , ,,,oecordanoo with this doeuntortf; ol L ( of (his do01.1111ellt; Cf "i)ttiv,itisfnoiory constluction by the-.Coritr gtor or Owner, .„ . cAvOrfl< t.ter,eby - refet red to t, I ' bilioro,de,srfoll be stripped 0(.60 Oiti t'larld, Verjetntion, trittr.A, nod'nther deleleCLonl totetiot nom bt:tilding area nod 'a ten feet fmtn the pedpfieri \Nall's, Saturato aret.3 1.)y ' Af0,1111() Wilh' rY!l'e.r to :a InoLifore ootitettOr;15-20 percent of UV weiohL , . Cotot)sct thO.exposeri naturatMr..9.0,0d with a heavy vitratory miler to a c equiv'atent the rnodllie'd de, (A8TVO'-1557-7Q) to a deptll of 2' tAlow naturol c'jto alter ' ,.„., _ • Provf(!e thrIf'ovo(orPr w4111 virttterf (1) yogi ona(ers!Pq rerfc'd l'4e !SO Ot to J.4( 1./.■; • fi 0Wrer ;?..,1_12g,c_ffpg_Qm/S)f.il,b1;, - the Contrriotorsliaitftimi5h let)or, end erviipme•nt requtired • conplete'o.li ,tAit pay,toiparic.1:*ot roaolt area conStrtictt2n as coiled for co the „ . Aq1110tetir.0 tiecile,;(pekithf.) shag con,form to the latest sOecitIcations of i ; We Flioildo State' 00,81(n of:Traripottatfon, : 11N3 _ • bitLif1) 51,11fac Oottrse s11 nct'ptanti 2 appriod itt acootriance „ vitti D.0, T, 81;ocificatIns*fil'staif to a triitronon tiliCrOleS3 Of -1,1/4 itiCtle3 • fI but bsii trafflo,L.Oering datch opproacties, comply the!oceI end , ' iti 316. Yv" 01, PP 1 1 1 11 arld,PreoastY'etleei sI0P',.'a's c(-..illed for on the Site pion shoet A-,1, , -. .., . ., . . - .,, . ., - ... - Povinq Ocrltrrtctor'sIsOIlgitoran.tee.oft \vork itt this sectiori for 0 period of one (1) ye;Ir se(i , .. , „ , ''.1l,pre to reptilco4mt,1 qore.c,tive., wok dunntj.tnit pehod at 1'lf Own expense-, funh JtsI 4 ' Ott phia C;00tCld t•notal Pipe Ind 'angles 03 ;)1)e-C111ffl CH 1 ./19 rirawlotp ond•olanufoc,tored by Florida steel corporation, Tatrotl Hoildn or opproved . t quL t . tlxr,;1w.112...footintjs,to te011;6,tio and driner1'siiOri,1t6 reeetve roottnr..) w;ihout settirate'arid'ooitt0Oct each layer as specifie.1 Colrlef6r provf(lel repot t to Arohitcl cOrtillod tPsrino leb before eny ooacrete, • Poisehlo prior to ',Iiitcft0, scil„,poiseri the enflre area beneath tho and ow ere tJtit5;dP; the rAtik,forlpertirieter 1'00t 1.)0 not 1 wItert .„ . _ Vo ;1) rnosOlhAfWa0.f.itra11 caref).41160tied, A heavier fteatillent hr I excia03to11 por.rtI8 jild'r or conduit whlott r)terc8:3 the slab exterler oi,i(tBccic.exienig trees, not 1ocated on tile sT,•plan and iandsenpo )IEin oro • to b rotnoved, i.L:Ixisling toes ond.fooRs noted on if\e!...,e plans ore le remain, (rock 10 re reused oOtittqct(,i).'0,hottnctor to,votify their ior,r1tIon Mid repett to the ArOlfitoot ti feionship to the bII and walks, if in * confllct, before consfoictlon. Al efforts ordto , • tnode to tnaintaln tlin good health of therie tre dutInc) oonstructron, .• 1 labor, materiotS, and equipment to provIde coluplete landisoaring 1 -'ietta'l1c 1 (..Ina sheet ,t?,1,ef the t)raVyinrjsv, .6'onerat Confraotor s118;(000ttiiita(0 \york vttt tontisoa0 eouttootor to prevent conflicts to construction and scheduling. 'AU It ntatelial.shult,Le Hotida Nelither 1 or hotter ocooltitng to Flottda C:ttato P1oitt ' (Jiat. c.1111.1 for nufery plants, 3 - Got1eoet;,3 cortorpte C shall'Confolin with itie t?,,t)ildinri, code 1, for , . , fr,)101.oiced Conorete,,of Hie /-.1fitelfcan ...Concrete litsiLtote (Act 313 erv.I Ow South ' , . 110'61a rioildiQt) • rkrI CO(16'retttnit 1.)e'readyl- WIh u otI)firortIt comprossivr.„...'.itrength c)(3,t)00 PS. OE 23 ti",),1,vi, r All oqnCroto"for filted.',celis shall be pea-rock cbilorete. • ; Rk1f0(011 bet steeL 40, arid t.;t5nfortil to AsTm 5,,6` , ,t3Q1.1 .3u1)1)9tt;'.f, be aLpii.itoved.stippotts ,loceptoble to ccat bulfd1nti clopactr flout. 10 \ C2 WeIdtng W t'abrte: 811a1( conform to AGTM-A.-1 ood of Ib, Io (0,1 Cal!ed for on Drawinos, r... Joints .t ho preformt type to Necorit,Inco ‘,.);(111/\!': 0-094.53 and shalt be of ttloknesstshovvii ond down triOnt it“,it, of rlhutt,Incl f.SI0t1 fOlfilt Se:Irer shall fie eroof ConociastM Paving JoLnt Mnurachred by scnneboni, unte 0itlerNvf..5F3 noted, Holt coverage for roInforoltin b118 1,1 Colic:Tete) deposited ".4 soil wlt1100t form s - 3". Coocroto v11i Blabs orl bottom, 1 1/2" to/r, Qonore.to 1 - I _ Tesfli)u; "resit oyfiriders Ih sfiump (ems. shi,t1f corirftictorf by tth fitOpoodent ici)oratory for e.aoli pour of conc r;f cublo yords or frtron fholo of, A Oar!) test Shall be iiinr.10 VlCI nt Of cylintion), Connroto silt.))1 no( H ))incod llolvstiows a slump totelEint.;o cireQler tI +/- ono loon of tho nDitcyi f I:ter:1111st slatig; ,it, l'iitod colts , Gii 7" Oonert'3te test °Tinders .31tall bo m8(10, ourod, Itore(I , otld tAtkeii by lino fat)orntory, observIng 811 ASTM reMulfrottionig, "1"Os s.111■1 h nintlo C th e Jul) contNing bf omt) lost Hire cyrindo,rs, On cykdor (.)f acIt tes shaft be broken at 7 dciys and one bo broken et 23 clays. 'rest repOttlhall) bo disirlbuiod speoiriod in DivL,on , • 3 Fitt(sVtes; E.:"..xposed Linionor .3lr.d.)F.); shot( he finkihed to i smooth tileol howIttloti t)tattica.. Ino:or SLabs rect4ii uaHy f3 FdtIij1 fints1), L'xtotlor slahs to rel.;oivt) H.Ltd. ny, 4 -MASONRY 5 ME t'AU; Contcroto.kir:chry tfui(91 oonform to AS TM 0.-00-7(,, crrldo, normal weigh:1,1\011ov/ 10.1;1-1.)enrfou conci:irela wII. UoIIo bhollho ortnolh fin/,;071, 1 110. (W11) CraC1<,S, c or ullier Itriperfontfons, •1\; .11Viatoricla prcbt.tratioa rind trilx1119 shot chiffon)) to AC, fA C-270-71 (+tail II 01 typ 1 average coipprostivo strength of 2600 P,3.1. ',lit 28 (1)..). 4.2 r13,, f%st•litifca Sim!t bo tniTI typo oqunt to Dur-r.)-'1111 and consist of No., 9 guugesIlrio trds , , , y1111 No. 9 rjr1ioe(11?..luoma cross of roInfercenle,I snaIlhe oppmx1n t'iN0 letis than the nominal tl!trtkilas5t, or hie wi.1115 snail havo coitIndos ioinfli.sccrooplIhrAvity s(moH(1(,,;( p,011 shall b H rirt,J Lind .;oconc Jointo nifuodIofoly ano■, InIrIn oni . 31110 01 OpenlhoS and sbJtt exte.rid two fool boyolvf operitowt, he of the typo oticl tu.si ,5,nooltiod H and r,laced os detailed 0m Ole nrs), 4.3 f)t, relf1101*(`,0(1106id henrhi(r typo;, (3,0c)r) euve two ro,i1)(c4c,d no requIrod. I\AINInkrm hoodwi ro(11:lromont.':', oIiI Inches eaf.)11u,d, Offck tiov(Jr.s: ftII be 1/2" tliio1 iti( 0 , 3 delrli sNail of)fonll to ASTI\I C-210- type tFJO aod mo eqoal to ......................................................... FInto , of i;t;("•k to 1.. ri In L6 r CorHeP.1A.;P,o()Iollon's1-1,f..0) /G all work Vi5I compIy "SpecifIcatiom for the Dogn, iThbriPollon olv113:feel ion of Steel for 1011dingsi` Of the AlmnICil.111 Inilitulo of tbol Conohticilion, and 'Cede for L'11e1d1uo tri 0u11d1•r,) COnstrt;ction't of tlio Arrtorlr)oolvAkiUtit/ a 1 f?c,l1Too: ,'s1 2" 0,D, rpilvonlzed torI 1,1p0 000Corwing cDm(to West revision and 8111.1 be cOmplete Yidth CII sleieves, fastenoi t5,.a floc] accestioriet; forli.);ted fur honTieteioStaLintk)ilMilitritooied on thn Dramilp. PtII1t glmr; onjrflel t por.;To,r1 for exterior •Shop tia\vloos rertuinhi, ;3,.3 Ewa Go - 4.ino-000ted fron or 5tuel to cOnTly wit!) AS TM SpecilluaiLons A4/16-6/, Entry gate [and screen to 1.)5 robt footed 4000itling tO istolidards rafetaixed ahove and to the six.es a dettf..0;1,10if Itf C11. Contractor to Supply ell rincliorttuo devices itiiess0 17 lO) properly SfCtif ttrad stippott n;liteins Of Y/()rk AlSO. 'Corle or `Standard proc 6,4 Sho2 r;r8yvtiql: pcoVide 811pp entry gob o and scro,en to Arc)11*;c1 for appi oval, 1 Qq,,r,q1 All o0s("i(i iOscetitiact.18 Ir1CtIt :3111:flit'Of umo skfT or.lt or ot 1;;ilibitivq abraded are?,ety Of shop (ut. 0 cARptHN'fRY AU 16rniber ar10 finish wood'sholl 1)0 well sontolied ooI kilvt driod to 0 mol.sttria .content itc)t exrieedin,Ki 12 poroont, All woodvvtiffitt . is in ouritocti with oonoreto, rnat.tcory Or reprino ohalI No pro,ure treated in nocortt'ouce \v1,0) '41).0 edittoli Of the A.VV,P,A: 8taliderd spoolhorillon 01 rmid C2 'dr,d the IlteM odltion o retiit Spoolflontion TI-VV-571, shaLl 1.)e t'.;ottillOrn Yellow Finn; No, 2 COMInol), 120 lb, H111 d t a illo ittio 040ntent not exceedLnu 10%, f'JiC1 grad() inrukeri, T & 1U3oHolg f■ougit sari !umber and him: f.311t1!f 1)L4 li HO, 1 f',101 r;f)c.i Western Oodiari• Shnothqoui , ' - :;11011 t,l (It plywood, ;i /2 illoLl, F4V 1 FastenH3 lII b provlded 0 5 required le F,oct.irrty foSNi1 ocirpolltly ltorw:;, 1)01V3, screws, noits momoIcr, qt1( FtlittlkIcy 1.111Cliou.4 IinII t')(3 , ooled steel NnIIIbW fl1NC0r/ leYClicit 6)11011 he with ooF,o nortioned or t3Ltni71f . Hails,. ' ' .V\locd trose(es.tii8.11 8‘101)-11htlt0nind, W31110 prenorly d(R•ilun3(..1 end sVI 010tH1 CiOrdlet,;tor pintes, 17•os-59i) ":3110.libo feblicoted to fCiM 11)0 ',0f01 0 011(.1100(1!4 Ufa WillOS for the sry.1.411 mlfld sploing CIIOWII OIl t7)Nwintp.), 00 wolkolonitlp in ancoidteloe with toollnique oft lousing (haIlIng by AoctIrcttoly out, cope, initet 'and fit (1111s11 wondy for tight joimi os d,otoifted CO the D10mlaci3, Align, plumb and shim rill work for true arid level tttrfoco, pntior. wood,surfatoes tc) reColva tIolf.diets; $pec.illed um.lor biImfirmUV 1-larnmer or 1,6.al rbanhs oi mktred , NIIInot Po rlocootohIg oii ony (Inished swtttl(:o. so Atfigworfit provPide Shop tireings for lhe work Gaunter lobotod In recepiion, Room1)3, drawinus tor bullt-inl Offio0 shelves clod storago shelving, 1 meet lho standiTirds; Rou(ift soiom end riolvo luthimr; VVPA No, 1 81andorr.1 ond better; \i' , . Contdt rcernes and 3 Looking: SOlIttlt.M1I0i1OW P1110, C wade, 0 •4 (-)iyvvoed • Gorn.1-oxi 3/4 inch. 1 1r:1 1)1 0-0, 1 Conn,csie(l: 1 3/4 loc.111 Oft 111111)1 Lanilln( SImi1 it);7; 11101) })sl.tro lmmmImiInmi StOtt.1(),i;10 moolomimmi er.11.111 to ri - 1 - axlelito Or on or.)pro\i'ed eqw11. Thk;knes':3 lmoml mo mm (01104 1 COlmflfhr I(mI) IIEId ` 1/10" 11110k, 2. [1(1f;f:3 110(1 ff1(.;(',', r/ ;/,? . 11 nil toLlki/ork squtilro,l'Throth, Level and tIllIlty r-inriliarrid for 1(..',1v..? tin(!cr IloldI tf.`_;f1, r.;;;rps, 1::;ock1;; mid fc...infr.)n(Jf. recHsIrr,:t1 for f.1 tr1.!..;t[ot..-ottc,o, Li:0 CIH lll0l i ,()C(')" poluellryluno milUrnwm ir.:111 l,o 300 1Y. , ;(;11 . - 8;Illtj 00;11f)yintj ',4/1111 Al.>1"M spor.. 0-22.5455 Typo 1, 1)0,nrlicno Approved: ( . 1 ,:eileInfeedl-lellimsirk Clmm0tjIlO non Coirti..iinfoOrt Corp., 1),(:), f3ox, /11.it), \/afiey C'orijo, 1:'/\ 10 or opprc.)-vcd oqui<ti. f•Lrolitz.o(.1 1 Feil loppoiA 2" 01. t)iii(Jos at ends. V. Roofer snhall cm(111w.'.11Inci poc.Insl doli.e.‘,(1 of rri..a(ahlh; ,,., ,..orknY(.11}5111p for n1,4.0)(1(11 (.)!),( f31)a11 t)tiltt'it (;) t)f..1t(tLit)11 t)OlTc.;H I":;(2,11( f No 21i.■ ho inipiecinolo:1111.)or fil0(i111: (.10,10.11(1d 101 F,rWimo;I1, 0Ko1y '('till nil pQrtiilleht 100011;11;(!n(RWOrri,5 Crditeilln.;.(( f l3lloot ' 'JeLO; r011f1 11)0;H' ift; In thl th(' LI;)",(;,'311. 1.Mf3, ' 1111C! i :CAT'L.11(,; ( .)thOr f n.C.;C;14,.3 1 to on .10/,j 'V All fieeliiiH 101)1 5torol0ticilA .fl ., n01 ‘S't)0m,/1i)1:: Hr cai4C,iin; :Thd;) );() pol Elnink(ii) i,onranstirict, 000 00 f:(1 In r at.; Inc.Intlf; I hy Htelior ;th;y , ;;;;;'.1 he 111;;PIC1P,(1 4'.:1,11 (1" y.":U) 1:;■,r II ;.",r-C);? otol ()t 1 •; ( - U (7 0I 1,ts;t.) \1.1 IN DO ktI do 001(1 fmIlllmoO f;1)"..111 1;() pl1 (01 '0,1';(1 1 Ilalflyi;r11(), ■ (; 10 1 1;(1 by ;`. Nionurnotitiiiiq orni'`‘)Vied tyli:(;:!1 doc1;...4 Ji;(.1 fiflrho!.; H;;.,; Lj r! 10 i,'{w0 ;p,(,(1 f o r o nor (2 ,.( .,`;v:>ir'Or. 05 !ir0(.2,1(1iid 1;(i; n-, r K:i\y/10:r bf (Jo 0,1-Jcvi,),(1,,-(,,w11, Fifln0:w(,) . v on l ga 11 p(:,1!( 0 1:11V 1 a111(.,a H eqwil to 2 srN: (;colplf. linderscrrJoti pw3 '...L1tIonc.,;0 dorm-3 ,!;11; eJ.11.;ctl to it .3(It) looliaif;,:n "Ceti-1-2" cmrmm to t.;e: [A0vic "I‘,1" rn()tint,!(.1In'..;Idu I)o n Enoh (nifty doom 1mm immcmIocIo Ofle 010L107,10 SI,of, 1 222, lisilsh to nie(i.)111 looritor,1 on I0rciy/iocy., Cn yo,fAi pro ■;;;100 Sidl1dmtj 1"1t1.:';(11•1i.)11oy, Coto lDoori.ii I() Coniinierckill '171 in dinielisHi)s ))t; siity,tni on !ha - rwt) yr 8 5 Q(' tillo()(1/ (13,0 doors 1:0 1 . 3, 1 /1" enc.! solid (.:0y0i -- I OP.," thick cr.ijiloonlog to C.;',3-171 fr30e vcrnoor quol1ty bLOIdO VAt C nod or AVV1 easiton); speole.tfdtJ be Dirch cox! Loon CIA rOt,:ilry. Wood fienloi3shOli bo aS Indic:n(00 on tim PrcviciErtaridard (ilaor (,)doronlee loin() Owri.or. j f Iirovkfo an ai lr to inolucla oil molerHs• Om d Iox hid not. contruc1prs 1 to Imo by AFohIleol, Interlor [Ixod ijloss tm ho 1/1" tomperod woodl stop3, f1,9 SkyIilmIo olmoll Imo plar,t10„ c:I , vaulted skylic1hI. Ap)provi: • ,1131<yliploni to Hon an integrEil SmOmmd0mI cjimar cni!,fm OystOImff no (feiciled 0111.11 clrl:ivytng!;. fW..3!TIHS' Ci,..:If_Sft,i(e(y, hree thIckbe,. 3/4" H1.1IfHlrlki . (-' ‘0,11.1 I. I, /"\nwrIcrol fr,nir ri ni(;:tni.iikl . Limo allor1i.)r, (AIIC:3 5tiflW1I'd (..;()d(.3 (2(;(,`,H011 rlaceitirtnl and thl;ticln. v(lry 1110 1(.) Crollt) r:z1 lovbn11, on t() .(:olJr nod 11. on Hs) job, Cobm, li.i)ydwie a:v.11001110d of crii) llia flrA In ili)prowed Im itiv•aric;i.) by ArohL1(..)(J. .and ari,00stionett tdIttH he nifoiiiil0c;1ined by K-1_,Lii(1) frinlidcdr;i(j "Stucco kIlO elf-forririo wel(lod who l'oli)1•10, 1-1(2" x 2" 110)811, lbi x 10 cjarloo, Typo 1, c.i:ir,t1(ft) wattirprortrint.) tiaper, titootLnti vocertti 1)() !mrifiilLiii.)(i to tliu of 1.110 onlotheitt ii)oper sepifialor, ? s!ef,(hz? 'rho plofilefhl/) 8 applted OVOr 1/2" oyputnl.)crird shir..1 ' - )`• 111 n 11,1 C' 11, ' 41 - 11 c ,1 -11.) 1 1 t.J1-1)tod tftritstIptaiter, Coot sysfont Or 00 c(iffoI, rinH1 shall he smoo111. I.011 TP±, 4" )< x 8/r..1" rn)d i t• 4'f x 1 8/13" Oide r3offi colo`ril (826) Os , " Ti1tiriiC L'Ir )( . 1 by TlOS, limo, mmmoiimtvlito Chic), 4062, T7ily)8 unit Iler,essnry for v floor , iy.fq , t, to Pc provided, pellet:1 CImOII ho nO indicrAted on DiliV4110,9. ;;;. to r; '30(C.11:1,..,0011,1, wmm rg.: givc..,ri mi tho iottdbf.S64 for' ••■ ot 1.1 r;o;;;I;.;11 or 7\nie.erl.c.:i0. CCitijurl rThced (ito0c ml thO rocoptioit areas shalt contort to the st,ladouhr lo 0,1 I.H( ,9.1 _pc>/ Nly.o, typo rind to t.;r.. (..let4)r hy Ard)ItV;I, Ptovidq nil of Cr' to plovic.1 ell ileoonly 0e..:coss0r1(2.ii; indudino hot oot ihinitod In fu Hock l iivicll , ,i,1)10ekini,j d sti.d walls and ronclh stlyrit bne and comer Will. Seo rInish 3 ' rirt coo T10Et3159 (v\it.11i,s,.cfenlo), second Coot ... alkyd tThnli-rIloss E.nlniel '11"-E-500 nod Folrue; fmforior exti1cr, (lte end 5crecn) f nrmt Coin nni:POT. aApf tyro, - 1*r.t 1 ,4$.1 1 ,. , , mA1111 W,0Q 1 i r-r,.. , 13 bimmO (io,d ../.1no-Lidttin(no p):)))(ti, alkyd type, - 1 LP-04[3 (ii,oat. ;b:_alann-li•tad•rinn [Ind Oi, '11 ;;)1pry 00 ii.3( CM:It i'.v,t0thr VV00(1; 2 fo;Ih.., fiCifohder vt'ood !cite .F.xterior 96`xx. \ivo,otti. Oj r:;;;Lti) Irl0t OHO ct,n(P;; 0P,ty; - (i0r1f! ti;Nt Wrp.;-,;1 1,1w(1(.2,1,,t Vm1)1;;11 )■k,,,IT . (..■at; latex !;to1n. l to 1‘ 0 PI1 1 Ibmt by to,yRleOt OLIlOIWiSO iildk, Off tho Drawings, of: rlmoil tIo olnator.i hy !Ito ArchLteot, (.i;.‘,0n,li if( tiLinntit C,q 111 3 , 1? polvrttrylatco v..H /0,3 y;.t. \f',Hr,160,011 mIs otdproYed (2 expo.od 1 "-Y1' 081 'ci r,okloil1H stool With t. bokem.t enamel Nm1h. ri(je moldLou i.me fly i.:101:i; shall a priltoo; (-ritual 'to sotoiio 0 mi 1! ti; obeO0ri., by 21' Y, x ISSSSi lIlA, (. 5. limo tu;It,',',1k.mted r.)c,ew,,11.,(js di.-1) In otrIct tv.',(.1ordonce yvitIlASTNI ( - -(3 3'3 J .,-,:c(mod 1 011010 hi, - smllim r 011ow0oce cf $.050,00 for oast alIialInurn letters, lexttlio V1I3 bnked 1..01naMito1 Approvy.n .3edL1effo.fd 1 8.tytie No. 835, typr? A10 !inked on tnothed pn 1/2° from wil flrEql), will) mounting' . 0:100 IloimbrO, NC and m(o pmml n fl() rm kiti".i no nir.010100tured by Arscii), ;fld(.mstitos corp,, P.O. Box `7 , 274;)7, I7)hr,y) \,111 be reqhfrer.i, Aifr..8.vanice not to ihofilde echlrnotOrs 000, mouhifnq iliothod Hoohoo shown oil viort.ling to be provide,d by ,/...(,),,2 l'ojofer,/,r)frTho Sion: provfdo no oflowahbe Of 1;. for plloted office Sign at ett,ry (Jacl . eooh r000ptioo tai:0 . 5I1.0, (motor ond oxtIctl0001.1(..:11 to Pe provItIed by Afchltect 10 3 f " Mehl fivilqs , .. . , . . . Prov(do bV,P(1`8'Hylilij ofiq HO virk 1‘,mizo stot8,. 5uprioliori by . itwict;t3ci ItOdors, ALL tiardwaro shall be enclosed In 0 metal hood, A11 oper.triou hordyytere 0011 bei Lmic oiLtioltod to fioti(...! to ossure petfr.iot o,Lititinient. It 811it1ll he possible to tiit the slots to (Any llolit,otit1.11 ll.)00t. by turnIncjill Iltirly, V;q4nd. Approved; Levo1or horentzon Ino„ P,O. I.3t)X . 42 AUnnto, Ga., .', em m. 1.praeveri cqi,.i.l. Colors to ho 8Oio0tod by Owner, ttistall in r{ough .; ijtiwrIc.` 80 Contraoior to oro intir),Itallon detoil priCr to fliStallilli011 to be orrroved by 1heA Pi ()00l3 on lioionoc,0 of :000.00 for 31 to bo sefectfid by tho AtQhitc..t " . tv'rovIdo 0t),00 allowonco for 4 rralvalltz.ed steel, 20 gal. trash- olitilLh(..iis and ;kit.; to br..) t1111)k1IPAI to 1.110 CWIV'f' ',: thfl nonlnlictlin of (he projoiA, ,.,,, .............................. 1 rich:Ink , Co l ri f: ) ,; :r 10 7 ) ): , : ii n.: 2 v;.)d equ;1, folio \\. time st'-.,Iledrde below: ii,ILrror (1 8" x ?ii,•'') ,it't.o,,....cii•-i, i.',i/s soap Co., l ( I i);t3tttsrt).- .-1(55-2-110 ;., (? n, a,ts (. - .) ,:,,I .Q, 4 Ei , I n i•:' 1 ,: r iLtil IThot loidor i 1 : : :: (2) 2 . ; ;Y) ' ;,/iii, Panr,r l i . r,iwoll.1 1 lliTcn!3ii:'r V ii i il l . ) , ,ot?-1.3i--c'N;:; 0-202 10. . 7. )( f.i.V00._,Veri . ii,iii n nal s naifenticred by Hecillic F,,ilentitediltliii) il. - li I l 12(311 101H5 1 .; ff. 1 ye:Ifs no iii;110‘,yri on iho Die‘viricivii; to creeto a 00illloiroo.5.vont for eoch roof section, Vent: to ho palnd os .'.pcclfincl f(.1 exter;or metriti, rltoss block °mullet, , jo,(2 ,r.i.q "0. no !:por,Illeil w;pwInofnctord by f.;:111lr m0imislmin hy„ 0010 N 0LI Averds, tioLL'tiv. !-'d)r,d1 lo.sioned 01 eaoll 115i,11 fixture ' ' • Vitylo, b ho Roditis L 1mm , in,i,okrit ohler, if).,R !I (!;.'1) om H Im mtoil (30 111fntfe.)U i lJiatlf.i; fotivor 1 1 - srps 00030 es niontrhtcturc(1 0v 1 11a Conip0ily, 1f,mmmoLto, ( or applove,(1 k:>('11,181, 1711):11).1puvecs islth mm ml ml mo' in (inn() ohmmmmlmmimm, P in a folded V type nitro() wld OtIrmcfm tO 10: 1"i'WlvId0 ('Xltt.lt.1e,t1211.1r0t,1111111'8111nion)bels,:litqlr8111f, hti5Alkyd-LiCk-3t;‘,--: 1.inket.1 tinaniel imr nlost blart't‹, r:' w!;1 °milk around oxierlor Corittnc,(or to sizos conlptitibie with tho fah syston1 ", C u / N EXISTING' 3CA GAL SE PTIC 7A;4K ; DRAThFrELD iuuiuuuuiuuuuini NEW STORAGE EXISTING UTILITY ROOM E 'UST ING KITC. +EN EXISTING 'WC GAL SEPTIC ' ! CRAINFE L.) EXISTt4G ST A,RS INc2 ENIC EXISTING DINING ROOM EX IS T PG,YDE EXISTIN LIVING RG OOM EXISTING COVERED E T.RY EXISTING FA.Y. LY ROCM 10.00' ,' maw \ , 1 CARPORT NE`,Y' r Rc 125.00' 125.00' NE 92ND STREET THE EAST 1/2 OF LOT 13 AND ALL OF LOTS 19 , BLOC< 50, MIAMI SHORES SECTION NO.2 , ACCORDING TO THE PLAT T EREOF, AS RECORDED IN PLAT BOO< 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAv1I -DADE COUNTY, FLORIDA BLDG. HT. - GA �J DA ZONING LOT SIZE BLDG. SIZE UNDER ROOF NEW ADDITION SCR A O\ : R1 15,933 SF(0.37AC) 3039 SF • 337 SF ( 2.7M NEW TOTAL UNDER ROOF :+/- 3926 SF : 35 FT v1 A X f ARCHITECTURE ENGINEERING CONSTRUCTION 2 9 NI MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 f d, S SEAL No. Revisions: Date Drawn: A.N. Checked: Reviewed: A.F. Date: OCTOBER 2004 Scale: 1 : 10 Project No. CAD File No. Drawing Title SITE PLAN Drawing No. A-I Sheet of C u / N EXISTING' 3CA GAL SE PTIC 7A;4K ; DRAThFrELD iuuiuuuuiuuuuini NEW STORAGE EXISTING UTILITY ROOM E 'UST ING KITC. +EN EXISTING 'WC GAL SEPTIC ' ! CRAINFE L.) EXISTt4G ST A,RS INc2 ENIC EXISTING DINING ROOM EX IS T PG,YDE EXISTIN LIVING RG OOM EXISTING COVERED E T.RY EXISTING FA.Y. LY ROCM 10.00' ,' maw \ , 1 CARPORT NE`,Y' r Rc 125.00' 125.00' NE 92ND STREET THE EAST 1/2 OF LOT 13 AND ALL OF LOTS 19 , BLOC< 50, MIAMI SHORES SECTION NO.2 , ACCORDING TO THE PLAT T EREOF, AS RECORDED IN PLAT BOO< 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAv1I -DADE COUNTY, FLORIDA BLDG. HT. - GA �J DA ZONING LOT SIZE BLDG. SIZE UNDER ROOF NEW ADDITION SCR A O\ : R1 15,933 SF(0.37AC) 3039 SF • 337 SF ( 2.7M NEW TOTAL UNDER ROOF :+/- 3926 SF : 35 FT v1 A X m ("J Co 11111 4i MU MEM IIMI 14' -6' 1O'-8 ' 1, 2 NEW STORAGE 13' -10' 5 NEW CARPORT Ns>; G u-v S 5 tti-A 1.41 -4 rr Vi Fct-W Z. 5 co A q' t EXISTING UTILITY ROOM EXISTING KITCHEN r —_SL EXISTING DINING ROOM EXISTING .STAIRS EXISTIN POWDE ROOM L II 7 EXISTING LIVING ROOM EXISTING COVERED ENTRY EXISTING FAMILY ROOM WALL LEI_ SCOPH f TT NEW 3" CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL \D WOR 1- NEW 3" CBS WALLS 2-- NEW 4" INTERIOR WALLS AS SHOW 3 - NEW CARPORT 4- NEW STORAGE 5- NEW PAINT © INTERIOR / EXTERIOR PER FBC 3401 PRESCRIPTIVE REMEDIAL ACTION FOR ADDITION > 25% 1. NEW ADDITION TO HAVE IMPACT WINDOWS. ,� rl EXISTING BUILDING TO HAVE HURRICANE SHUTTERS. 2. EXISTING BUILDING HAS CORNER BRACING TIE DOWNS @ ALL CORNERS OF BUILDING. 3. EXISTING BUILDING HAS HURRICANE STRAP TIE DOWNS @ EACH ROOF TRUSS / RAFTER. 4. EXISTING BEDROOMS TO ALL HAVE SMOKE DETECTORS. 5. EXISTING BATHROOMS AND EXTERIOR WALLS TO HAVE WP / GFCI OUTLETS. 6. EXISTING HOUSE TO HAVE CAT. 2 SAFETY GLASS @ FRENCH DOORS / WINDOWS ADJACENT TO DOORS LESS THAN 24" DISTANCE. 1' W I tot"kkvi } • ,• ARCHITECTURE ENGINEERING CONSTRUCTION a a ii MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 U z 1 Q O `— F W O 1 Cr) L-j :14 C.14.1 Fri < p : od CQ * * Z e CJ �� F- 12 ~ ! E' , I 0 21 Project Title 3 {* b - SEAL No. revisions: Date r {T €s • : iN 6 Drawn: A.H. Checked: Reviewed: A.F. Date: OCTOBER 2004 Scale: 1 1/4 Project No. CAD File No. Drawing Title FIRST FLOOR PLAN Drawing No. A -2 Sheet of m ("J Co 11111 4i MU MEM IIMI 14' -6' 1O'-8 ' 1, 2 NEW STORAGE 13' -10' 5 NEW CARPORT Ns>; G u-v S 5 tti-A 1.41 -4 rr Vi Fct-W Z. 5 co A q' t EXISTING UTILITY ROOM EXISTING KITCHEN r —_SL EXISTING DINING ROOM EXISTING .STAIRS EXISTIN POWDE ROOM L II 7 EXISTING LIVING ROOM EXISTING COVERED ENTRY EXISTING FAMILY ROOM WALL LEI_ SCOPH f TT NEW 3" CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL \D WOR 1- NEW 3" CBS WALLS 2-- NEW 4" INTERIOR WALLS AS SHOW 3 - NEW CARPORT 4- NEW STORAGE 5- NEW PAINT © INTERIOR / EXTERIOR PER FBC 3401 PRESCRIPTIVE REMEDIAL ACTION FOR ADDITION > 25% 1. NEW ADDITION TO HAVE IMPACT WINDOWS. ,� rl EXISTING BUILDING TO HAVE HURRICANE SHUTTERS. 2. EXISTING BUILDING HAS CORNER BRACING TIE DOWNS @ ALL CORNERS OF BUILDING. 3. EXISTING BUILDING HAS HURRICANE STRAP TIE DOWNS @ EACH ROOF TRUSS / RAFTER. 4. EXISTING BEDROOMS TO ALL HAVE SMOKE DETECTORS. 5. EXISTING BATHROOMS AND EXTERIOR WALLS TO HAVE WP / GFCI OUTLETS. 6. EXISTING HOUSE TO HAVE CAT. 2 SAFETY GLASS @ FRENCH DOORS / WINDOWS ADJACENT TO DOORS LESS THAN 24" DISTANCE. 1' W I tot"kkvi (U 14' -0° 2 -9" NEW STORAGE SCALE: 1/4" = 1' -0" 0 1 w, .. I1 J NEW CARPORT 6,;.. j'E Vey- rti'4 !.4' sf;�'tti`t IJ P ,. 15' -0" C TZ Zitta 9-00 `l. 5` 5 EXISTING UTILITY ROOM t 19' -0" EXISTING KITCHEN II EXISTING DINING ROOM EXISTING STAIRS EXISTIN POWDE H ROOM Il / EXISTING LIVING ROOM r r L EXISTING COVERED ENTRY EXISTING FAMILY ROOM WALL I_ IIIIIIIII App s' t Ot'i r r r =3= I -_G-Fk NEW 3' CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL SCOPH OF V/OR 1— NEW ' CBS WALLS 2— NEW 4' INTERIOR WALLS AS SHOW 3— NEW CARPORT 4— NEW STORAGE 5— NEW PAINT © INTERIOR / EXTERIOR 7 -T- T r =A t is> i) ' ~ � —� �► - ' = i4 "-' -'tom C`°y -1 5 k�: • of Tl` "2 R.+ ARCHITECTURE ENGINEERING CONSTRUCTION a ® 1 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 NS & ALTERATIONS 3; 92ND STREET * * * * * ** FLORIDA ' i y * J SEAL No. Revisions: Date K NT -�. /, Drawn: A.H. Checked: Reviewed: A.F. Date: OCTOBER 2004 Scale: 1 1/4 Project No. CAD File No. Drawing Title FIRST FLOOR PLAN Drawing No. /� " -2 Sheet of (U 14' -0° 2 -9" NEW STORAGE SCALE: 1/4" = 1' -0" 0 1 w, .. I1 J NEW CARPORT 6,;.. j'E Vey- rti'4 !.4' sf;�'tti`t IJ P ,. 15' -0" C TZ Zitta 9-00 `l. 5` 5 EXISTING UTILITY ROOM t 19' -0" EXISTING KITCHEN II EXISTING DINING ROOM EXISTING STAIRS EXISTIN POWDE H ROOM Il / EXISTING LIVING ROOM r r L EXISTING COVERED ENTRY EXISTING FAMILY ROOM WALL I_ IIIIIIIII App s' t Ot'i r r r =3= I -_G-Fk NEW 3' CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL SCOPH OF V/OR 1— NEW ' CBS WALLS 2— NEW 4' INTERIOR WALLS AS SHOW 3— NEW CARPORT 4— NEW STORAGE 5— NEW PAINT © INTERIOR / EXTERIOR 7 -T- T r =A t is> i) ' ~ � —� �► - ' = i4 "-' -'tom C`°y -1 5 k�: • of Tl` "2 1111111111111111112 ' MUIR 13' -10' NEW MASTER BATH NEW MASTER BEDROOM NEW LOFT NEW 4" X 4" STL. COL. E (STING IC EXISTING BEDROOM 2 EXISTING STUDY EXISTING BALCONY 19'-6" 19' -0°' NEW 4 "X 4" STL. COL. r— 1 EXISTING BEDROOM 3 0 REMOVE WINDOW AND RELOCATE IN BEDROOM 4 EXISTING STAIRS WALL LEGEND IIIIIIIII NEW 3" CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL SCCP__ 0 WORK 1' NEW 3" CBS WALLS 2- NEW 4" INTERIOR WALLS AS SHOW 3- NEW MASTER BEDROOM WITH WIC 4- NEW MASTER BATH 5- NEW BEDROOM 4 6- NEW PAINT © INTERIOR / EXTERIOR n,� e : s x ARCHITECTURE ENGINEERING CONSTRUCTION II 11 U MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 NS & ALTERATIONS 92ND STREET * * * * * ** FLORIDA l / .l SEA(_ No. Revisions: Date Drawn: A.H. Checked: Reviewed: A.F. Dote: OCTOBER 2C04 Scale: 1/4" • 1' Project No. CAD File No. Drawing Title S COND FLOOR PLAN Drping No. ✓ {{ A_3 h €et of 1111111111111111112 ' MUIR 13' -10' NEW MASTER BATH NEW MASTER BEDROOM NEW LOFT NEW 4" X 4" STL. COL. E (STING IC EXISTING BEDROOM 2 EXISTING STUDY EXISTING BALCONY 19'-6" 19' -0°' NEW 4 "X 4" STL. COL. r— 1 EXISTING BEDROOM 3 0 REMOVE WINDOW AND RELOCATE IN BEDROOM 4 EXISTING STAIRS WALL LEGEND IIIIIIIII NEW 3" CBS WALL EXISTING WALLS TO REMAIN NEW MTL. / WD. FRAME WALL SCCP__ 0 WORK 1' NEW 3" CBS WALLS 2- NEW 4" INTERIOR WALLS AS SHOW 3- NEW MASTER BEDROOM WITH WIC 4- NEW MASTER BATH 5- NEW BEDROOM 4 6- NEW PAINT © INTERIOR / EXTERIOR . --:_r .-1.. - , -- .,_ 't J.f 7- ARCHITECTURE ENGINEERING CONSTRUCTION El 0 is MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI ****** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI ****** FLORIDA 305. 573. 3010 NS & ALTERATIONS 92ND STREET * * * * *** FLORIDA ----- A 1 . SEAL Ey No. R'evisions: pcte r .',. q^ i 1 : '' • 1 - - Drawn: A.H. Checked: Reviewed: A.R. Dote: OCTOBER 2004 Sccie: 1 : 1/4 Project No. CAD File No. Drawing Title LEVATIONS ,. r Drawing No. A-4 Sheet of 11111111111111110111 ?se- - Y=r NEW ADDITION NEW 4: 12 SPANISH BARREL TILE ROOF - iqkti ) NEW 8" CBS WALLS NEW STUCCO FINISH - 4/ r NEW L SHAPE COLUMN LINE OF NEW STORAGE R ( BEYOND) NEW CRAWL !,3PACE STO PAIR 4'-0" X 1'-6" H SC .3gzei. NEW 8" CBS WALLS NEW STUCCO FINISH - 1 1111 111111111 • n NEW 8" CBS WALLS NEW STUCCO FINISH 1 ( NEW 4: 12 SPANISH 2 BARREL TILE ROOF - TO ) • c;e6 j1/44 5 Li NEW ADDITION \,/ 111 t 4-6, 4-9, ti + 18'-8" + 10'-2" + 0'-0" + 18'-8" + 10'-2" + 0'-0" 0 0 f aFr ARCHITECTURE ENGINEERING CONSTRUCTION N N 9 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 NS & ALTERATIONS 92ND STREET * * * * * ** FLORIDA 7 a f -114111111111, SEAL. No. Revisions: Date Drawn: A.H. Checked: Reviewed: A.F. Date: OCTOBER 2004 Scale: 1 1 /4 Project No. CAD File No. Drawing Title LEVATIONS Drawing No. A -5 Sheet of + 18'-8" + 10' -2" + 0' -Q" + 18' -8" T 10' -2" 0 -0 NEW ADDITION NEW ADDITION 1 1 1 1 1 1i 1 1 1 1 1 111111 11 11 11111 NEW 4: 12 SPANISH BARREL TILE ROOF NEW 8" CBS WALLS NEW STUCCO FINISH NEW 8" CBS WALLS NEW STUCCO FINISH ( MATCH EXISTING ) NEW + 42" H MTL. GUARDRAILS W/. 3" PICKET SPACING MAX. ( MATCH EXISTING ) NEW CONCRETE STAIRS SECONDARY POUR BY G.C. 1 1 DOOR SC1 I -D LE PI \ S— SC 1= n i = K r z .. S W : '. 5' "t c SIZE DOOR FRAME DETAILS ROOMS AREAS FLOORS BASE WALLS CEILING REMARKS N A M E MATERIAL MOUNTING HGT. C ' JQ \UMBER SHEET 4' REMARKS L MOUNTING ROOM NO. CERAMIC TILE EXISTING TO REMAIN CERAMIC TILE PAINT o o a II. z Q - � o a¢ \O nm G ' \O 1 W o z X w ii *= - d Q NM z U z X W Zo 0 0 g z O V o cY U- o Lu z cn .\<\Z) o pp a >r •\ � � • �� � �r / ARCHITECTURE ENGINEERING CONSTRUCTION MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * *'` ** FLORIDA 305. 573. 3010 ® - 3' -0" 6' -$" WO. WD. - - FLUSH 4 -0 6 -3 WD. WD. PANELED DOORS (PR.) PROVIDE BY CLIENT c 3 - 3' -0" 6' -3" WO. WD. - - FLUSH LOFT _ ® 0 +Z -0 VERIFY VERIFY NEW FINISHES WITH OWNER ® -0" 6' -3" WD. WD. BIPASS DOORS ( PR. ) MASTER BEDROOM 0 ' 0 0 ' ' 0" VERIFY NEW FINISHES 11TH OWNER -4' 6' -3" WD. WD. - - ONEWAY MIRROR CENTER ® - 2' -2" 6' -3" WD WO. POCKET DOOR BEDROOM 4 0 0 0 0 VERI Y VERIFY NEW FINISHES WITH OWNER 0 ® - 2 - 2' - " 6 ' -" 6 - 3 " WD. GL. WD. MIL ONEWAY MIRROR CENTER SHOWER GLASS DOOR MASTER BATH 0 0 e 9 0 0 +3' -0" u> RIFY VERIFY NEW FINISHES WITH OWNER r CLOSETS 0 a ® ° +r_a VERIFY VERIFY NEW FINISHES WITH OWNER W I \DOW S C I I- D I L- _ Y SIZE FRAME DETAILS REMARKS NUMBER SHEET t-c\' ,c1<</< 'O f ) J q O 4'-0 " 4- ALUM ALUM IMPACT RESISTANT = + � EXTERIOR WINDOW /'rt12► f ® 2'-7" 2'- ALUM ALUM IMPACT RESISTANT' EXTERIOR WINDOW f . { 1' -11" 5' -2" ALUM ALUM FIXED WINDOW • y { 3' - 7" 4' - 3" RELOCATE FROM BEDROOM 3A1 A 3' -S' \ ' I 4'-4 Q FT-I a i rir, I 3' - 10" :-„, ,� I � ( DECORATIVE FIXED GLASS WINDOWS 18 x 18 BY G. ,. C. 0 0 B O In y 3 4 ' n —,cI / . H8-19 r I MED. CAB. Z ,-: 1 E MIRROR u ® B C 8 O Q O 0 't 1-r- • WC DOOR a,r_v .��.�.�:aw. EW <<� 4 " MASTER BATH r _i _ 9 -,8 a --ter -- . _ 111 T � �fi i - \I 0 0 r---- AIL. i mg NI \ EW MASTER BAT— - L=VATIO\ SCALE: 1/4" = 1' -0" . Project Title C • • ( -- —) , 0 FLUSH 02 PANELED DOOR Q POCKET DOOR DOOR TYPES \ C_ W MASTER BATH FLOOR PLAN ,► SCALE: 1/4" = 1' -0" 1., A , . - SEAL No. Revisions: Date . ` ice "1 CZ S SHOWER f METAL TRACK METAL TRACK 5/8" TYPE X GYPSUM WALLBOARD ON EACH SIDE METAL DRYWALL 1/2" TYPE X GYPSUM WALLBOARD ON EACH SIDE Drawn: A.H. l 1 SHOWER DOOR — Checked: STUD 24' ❑,C. N ETAL TRACK w I „8 —,9 \ METAL DRYWALL STUD 24' O.C. - JACCUZI Reviewed: A.F. Date: r OCTOBER 2004 METAL TRACK Score. BASE _ BASE EXISTING SLAB Project No. CAD File No. EXISTING C�JNC, SLAB �! �� CONIC, \ HR. T PARTITION .. x \ - W V , ASTER B A T - L= V A T ON _ = Drawing Tale SC ATHROOM DETAILS ARTITIONS DETAIL • rowing No A -6 Sneet of B SCALE: 1/4 = 1' -0" s: s- " ' ' ) p. 1 c � IL 1 \ =W INDICATES LIN NOTES B ILT UP VALL (2) ALL NEW FLAS =Y CRC OF BLDG. BELOW EW 2 STORY ADDITION ROOFING (1) \EW SPANISH BARRELTILE ROOFING OVER 90# FELT OVER 30# FELT I-OT MOPPED OVER TIN TAGGED OVER 5 /8" EXT.GD. CDX PLYWOOD SHEATHING ( MATC, EXISTING ) ING TO BE GALV. (3) ALL EX AUST V - STS TO B OR LOW =ft D BY 3 FT. KET BY G.C. LOCAT VTL. L.0 \ D V N. 10 FT. FROv V N T PIPING ARCHITECTURE ENGINEERING PLANNING a MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 H z CD k w C rn Project Title No. Drawn: Checked: Date: Scale: Revisions: Project No. CAD File No. A.H. Reviewed: A.F. 4 NOV 2004 1:4 Date Drawing Title ROOF PLAN Drawing No. A.5 Sheet of • a L:� T. ARCHITECTURE ENGINEERING PLANNING a a a MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 ND STREET ******* FLORIDA /' , `• SEAL No. Revisions: Date Draw A.N. Checked: Reviewed: A.F. Date: 4 NOV 2004 Scale: 1 : 4 Project No. CAD Fie No. Drawing T tIe FOU TI `( Drawing o. /' x/101 S. J t Sheet of / J '; CU (D. KD B O r cv I 1111 1111 N 4. 1 C>1 6 D NE 24 "H RAISED WO. FLOORING 8Y G.C. OVER NEW 4" THK. CONC. SLAB W/. W1.4 X W1.4 WWF O ER 6 MIL VAPOR BARRIER OVER WELL COMPACTED POISONED, TREATED FILL ( NEV DE RESS SLAB 3/4" ® PERIMETER ) SLAB ELEV, 0'0'C7,5'NGVD) 14/ -10" — 173 , =6 , 19'-6' "-Th. \OTES -W GRADE B NEW COLUV\ EAM FOOTI \G NEW 24 "X24 "D POURED CONC. BEAM FOOTING W/. (3) ROWS #5 REBAR HORIZ. /CONT. PROVIDE #3 TIES © 3" C /C. NEW 3" X 12" POURED CONC. COLUMN W/. (4) #5 REBAR VERT /. W/. #3 © 3" C/C FINISH GRADE MIN. 3" BELOW FINISH CONC. SLAB \EW SLAB © STORAGI NEW 4" THK. CONC. SLAB W/. W1.4 X W1.4 WWF OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED POISONED, TREATED FILL ( DEPRESS SLAB 3/4" © PERIMETER ) SOIL STATEMENT THE SOILS CHARACTERISTICS ARE AS OUTLINED BY 'WINGERTER LABORATORIES" REPORT DESIGN AND LOAD BEARING FINAL RECOMMENDATIONS AND PILING / FOOTING PLAN IF OTHER CONDITIONS PREVAIL, NOTIFY ARCHITECT /ENGINEER PRIOR TO START OF WORK. PILI \G PLA\J ( NEW CONC FILLED 3' DIA. STL. PIN PILES © 5' C/C W/. 1#5 VT. W/. 12' X 12" X 1/4" STL. CAP PLATE W/. (4) 3/4" DIA. X 7" L J BOLTS W/. 3" HOOKS TO GRADE BEAM. STARTER COLUMN / FOOTING (TYP) DOWEL USING HILTI C -100 DOWELING METHOD W/. (6) #6 © 6" C/C MIN. 6" PENETRATION / EPDXY GROUT HOLES CU CO a 3' 4' t'v u{rte "5 Pgrpt) 14' -4' T3 (+T -10") 19' -G" T3 ( +9' -10 ° ) \ OTES SHORT\ G TEMPORARY SHORING IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR SHORING TO REMAIN IN PLACE UNTIL ALL REPAIRS ARE COMPLETE. LINTEL NOTE: 8" X 8" PRECAST CONC, LINTEL BY "CAST — CRETE" 8 F16 (MIN) —1B /1T WITH 1 #5 REBAR AT BOTTOM OF LINTEL CAVITY, PROVIDE MIN. 8 "- BEARING AND POUR SOLID UP TO CONTINUOUS TIE BEAM OR BOND BEAM ABOVE LEDGER NOTE: "LE -1 2 -2X8 P.T. WOOD LEDGER NAILED TOGETHER W/ 10d NAILS © 4 STAGGERED HIGH AND LOW AND W/ 3/4" DIA. KWIK BOLT II BY HILT' W /5" MIN. EMBED IN CONC @ 8" 0.C. & TUH28 BY USP W/ (22) 16d NAILS INTO HEADER AND (10) 16d NAILS INTO TRUSS. NOA 02- 1028.02 111111111 14:11111M11111 11111:111I 1'1t =:" II ::i 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA •. 9 12" TEMP / . OT w #4912" 4100 NE 2ND AVENUE (TY?) 305. 573. 3010 ca 1)Nxi? P, 1 . ye T3 +9' -1• /)% I ! No. Revisions: Dote IN i 5 -c.: d -! t4 0 12' TEMP / 30T #49 12"11 [Lot-.s+) saQ �_ / I4 9 12° TEMP 1 s �7 X 3' -8 (PIA Drawn. ' A.H. Checked: Reviewed: A.F. Dote: 4 NOV 2004 .' NEW CONC.TIE 3EA }A Project No. MO ALB Me 8" r4 1 SEL0W ( SEE SEAM SCHEDULE ) I 1 \`\ N v-4 MX s111111111111 a 18' - 10" f 1 gg #4 9 12° TEMP / 80 � mm — I, mm sm MI ■ —,t 111111 11111 Yiclas.. 0,71 4 NEW 1 THK. CONC. FLR. SLAB W/. V .4XW1.4 ,WWF r/) .J LL U Z O Z FI Il. V FLR. ELEV, 4 Si 10'x' C 19.74' NGVD ) #4 #4 9 il no no MI l MI " TEMP / 2�'f ,,--- 01 1/4.0 1 ' 12 TEMP / 3.0 1 - -r- . . ' --f —a - I X 3 -6" (TYP) 0 tyr 12 TEMP / 3oT ° � , 4 0 12" TOP (TYP) i .■■■ 1 J CU CO a 3' 4' t'v u{rte "5 Pgrpt) 14' -4' T3 (+T -10") 19' -G" T3 ( +9' -10 ° ) \ OTES SHORT\ G TEMPORARY SHORING IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR SHORING TO REMAIN IN PLACE UNTIL ALL REPAIRS ARE COMPLETE. LINTEL NOTE: 8" X 8" PRECAST CONC, LINTEL BY "CAST — CRETE" 8 F16 (MIN) —1B /1T WITH 1 #5 REBAR AT BOTTOM OF LINTEL CAVITY, PROVIDE MIN. 8 "- BEARING AND POUR SOLID UP TO CONTINUOUS TIE BEAM OR BOND BEAM ABOVE LEDGER NOTE: "LE -1 2 -2X8 P.T. WOOD LEDGER NAILED TOGETHER W/ 10d NAILS © 4 STAGGERED HIGH AND LOW AND W/ 3/4" DIA. KWIK BOLT II BY HILT' W /5" MIN. EMBED IN CONC @ 8" 0.C. & TUH28 BY USP W/ (22) 16d NAILS INTO HEADER AND (10) 16d NAILS INTO TRUSS. NOA 02- 1028.02 ` F" -. t y ARCHITECTURE ENGINEERING PLANNING MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 Project Title ye ,r iv SEAL No. Revisions: Dote IN i 5 -c.: 1/0 Drawn. ' A.H. Checked: Reviewed: A.F. Dote: 4 NOV 2004 Scale: 1 : 4 Project No. CAD File No. Drawing Title r4 1 N F: '), . M I G i '' Drawing No. S.2 lv Sheet of CU CO a 3' 4' t'v u{rte "5 Pgrpt) 14' -4' T3 (+T -10") 19' -G" T3 ( +9' -10 ° ) \ OTES SHORT\ G TEMPORARY SHORING IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR SHORING TO REMAIN IN PLACE UNTIL ALL REPAIRS ARE COMPLETE. LINTEL NOTE: 8" X 8" PRECAST CONC, LINTEL BY "CAST — CRETE" 8 F16 (MIN) —1B /1T WITH 1 #5 REBAR AT BOTTOM OF LINTEL CAVITY, PROVIDE MIN. 8 "- BEARING AND POUR SOLID UP TO CONTINUOUS TIE BEAM OR BOND BEAM ABOVE LEDGER NOTE: "LE -1 2 -2X8 P.T. WOOD LEDGER NAILED TOGETHER W/ 10d NAILS © 4 STAGGERED HIGH AND LOW AND W/ 3/4" DIA. KWIK BOLT II BY HILT' W /5" MIN. EMBED IN CONC @ 8" 0.C. & TUH28 BY USP W/ (22) 16d NAILS INTO HEADER AND (10) 16d NAILS INTO TRUSS. NOA 02- 1028.02 6X. >! ARCHITECTURE ENGINEERING PLANNING a !1 a MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1040 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 CEA.D (TOP CHORD) 15 P.S,F. DES^ -.D ( EOTTal CHORD) I 10 P c F LIVE i 30 P.S.F. BASIC WIND PRESSURE LAT. LOAD PERPENDICULAR TO WALL 44.3 P.S.F. ND STREET ******* FLORIDA TRUSSES L< 17.3' GIRDER AND TRUSSES L > 17.3' NET WIND UPLIFT, ZONE 1 -37.9 P.S.F. -33.5 P.S.F. NET WIND UPUF !, ZONE 2 -91.1 1 NE WIND UPLIFT, ZONE 3 -91.1 P.S.F. -60.1 Q.S.F. NET WIND UPL1 - t, OVS,RHANGS ZONE 2 t P.S.F. 4 , SEAL NET WIND UPLIFT, OVERHANGS ZONE 3 Revisions: Date // No. /: ' k i i -- I J /?L.3 D NVHTAl2 + TA24 2133 LBS 1270 LBS 16 LBS �� %15 I B� 1 ,4 LBS 1 5 1 4 LB t 12- 10d INTO STRAP (N`.�HTAl2) 6- 10d x 1 1/2 INTO SEST(NVHTAI2) i 1 - 10d x 1 1 /2" INTO TA NOT USED VALUES U 3403 I �J - 1385 L�5 1885 t �y I I Drawn: A.H. Checked: Reviewed: A.F. Date: 4 NOV 2004 Scale: 1 : 4 Project No. CAD File No. Drawing Title RO F M I G P LA iji_j_, Drawing No. S.3 ' v \ Sheet of ROOF TRUSSES SUPERIMPOSED LOADS CEA.D (TOP CHORD) 15 P.S,F. DES^ -.D ( EOTTal CHORD) I 10 P c F LIVE i 30 P.S.F. BASIC WIND PRESSURE LAT. LOAD PERPENDICULAR TO WALL 44.3 P.S.F. V=146 MPH n= 26.37' EXP. "C" 1=1.0 ZONE c= 4' -6" TRUSSES L< 17.3' GIRDER AND TRUSSES L > 17.3' NET WIND UPLIFT, ZONE 1 -37.9 P.S.F. -33.5 P.S.F. NET WIND UPUF !, ZONE 2 -91.1 _ P.S.F. 0C. P.S.-. NE WIND UPLIFT, ZONE 3 -91.1 P.S.F. -60.1 Q.S.F. NET WIND UPL1 - t, OVS,RHANGS ZONE 2 -87.5 P.S.F. -87.5 P.S.F. NET WIND UPLIFT, OVERHANGS ZONE 3 _ 154.1 P.S.F. -1 00.9 P.S.F. " AO LOAD C GIRDER REACTION "+ Dr" L�r� PLUS �f'v' �_ L OAD �inuc�i TRUSS at��I��N - : N=T WIND UPLET CIRDE.R TRUSS R ^- "CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT POiNT ,4/ 2- 16d NAILS. SEE TRUSS (MANUFACTURER SHOP DRAWINGS AND ENGINEERING SHESS FOR ADO?TIONAL CHORD AND WED BRACING "H3" : 2 X 4 CONTINUOUS HOR,,IZ, WOOD SOTT. CHORD BRACING CONNECTED TO THE TOP OF ESE Y TRUSS BOTTOM CHORD `>V/ 2- 16d NAILS. MAXIMUM SPACING BETWEEN BRA.ClNGS SHALL BE 10'-0" SEE TRUSS MANUFACTURER' SHOP DRAWINGS AND ENG':NEER'NG SHEETS FOR AD:ITONAL CHORD AND WED SPACING TRUSS MANUFACTURE TO COORDINATE TRUSS BOTTOM CHORD ELEVATION WI ARCHITECTURAL DRA'W'INGS CONNECTOR :B_ CONNECTOR TYPE A T CWAPLE LOAD VALUES FASTENERS SIT n QUANTITY REMARKS' UPLFT LAT. LOAD PARA.LLr L TO `;WALL LAT. LOAD PERPENDICULAR TO WALL C J NVSTAl2 1221 LBS 1671 LAS 1541 LBS 7- 1 Od INTO I - ,RAP 6- 10d x 1 1 I INTO SEAT � ( NVHTAl2 NVHTAl2 + TA18 2133 LBS 2133 LBS 970 LBS 1617 LBS 1671 LBS 215 LBS 1541 La' 1511 L33 345 ! S 12- 1 Ca INTO STRAP 6- 10d x 1 1/2" INTO SEAT 12- 10a INTO STRAP (NVHTAl2' 6- lOd x 1 1/2" INTO SEAT(NVSTAl2) o- 10d x I 1/2" INTO TA Z VALUES 3103 LES 1856 LBS 1386 LBS D NVHTAl2 + TA24 2133 LBS 1270 LBS 16 LBS �� %15 I B� 1 ,4 LBS 1 5 1 4 LB t 12- 10d INTO STRAP (N`.�HTAl2) 6- 10d x 1 1/2 INTO SEST(NVHTAI2) i 1 - 10d x 1 1 /2" INTO TA NOT USED VALUES U 3403 I �J - 1385 L�5 1885 t �y I I TY�r .2 BOLTS GIRDER CONNECTION DETA<I_ "AI' + A35 BY "SIMPSON" (ROTH GD.c;DF, STAGGERED) + + NOP2X BY "USP" j cr) crl co cc tel ccl EA�I "A": U ( _ 8 " }� Dl K�/ ' K BOLT ° Y �DT T Ii_ J� n'_ SE 7 V ..._ ` - ) J /'J DIA "'.1 �I„ BC_I t BY INTO WALL -S ": 1 (5) 3 / DIA TA I "A l,' � (5) � � �' " DIA , P'i. lii`iS " INTO WAL AND (6) End X 1 1/2" INTO ORDER " TI „I�Ti" O I T'P.4 BOLTS GIRDER CONNECTION Dr7AIL "B" T A35 BY 'SIMPSON" (BOTH GD.SIDE, STAGGERED) + + NOP2X BY "USP" CT 1 CD r -- r (/) (0 Lo cc 40 LBS 900 DETAIL ( / DI BOLT D .AIL "B ": USE (4) 5 8" �;: "KW1K BOLT II' BY INTO 'WALL "A35": USE (o) 3/1 S DIA ' TA ? CONS" ,N TO WALL AND (5) Ed X 1 1/2' INTO GIRDER T, "{IL " II 0"' 14' -4" fie v '--4 BR" ' 1 4 TB ( +13' - X NBL. GIRDR \ / /N '-4 ' 1111111 N18'-2" / \ / Z J LU 1 L. GIRL T� ( +13' -)) T A 19 i 5' -2° '8R" NEW (2) •" D DBL.GIRDER TRUSSES TOP (+ 13 i" ) NEW TS 4" X 4" X 1 " STL. COLUMN CENTERED OVER BEAM t. LOW i ( TYP. FOR 3 ) NEW 12" D DBL.GIRDER TRUSSES TOP ( + 14 ) NEW TS 4" X 4" X 1'4" STL. COI JMN NEW (2) 12" D DBL.GIRDP TRUSSES II TOP + 13' -3" ) \OTES EW CO \C. TI- BEAN EW ROOF TR., SSES S NEW 3 "X12" CONC. TIE BEAM W/. (4) #5 HORIZ. /CONT.( #3'S © 43 "C /C) ( SEE SCHEDULES ) NEW 4 : 12 HIP ROOF TRUSSES CO 24" C/C ( MATCH EXISTING ) ENG. /APPVD ( 7 SETS SHOP DRAWINGS FOR REVIEW /APPROVAL) �i I � ORDERS � �'-� -- '� ^� c WOOD TRUSSES & CI Dr RS CONNECTORS S CHEDULE ' - NOTES: 1). NVSTAl2 BY NU -VUE N.O.A. 00- 0327.03 2). NVHTAl2 BY NU -VUE N.O.A. 00- 0327.03 3). TA BY USP N.C.A. 01- 0912.05 4). "KWIK BOLT II" BY HILTI N.O.A. 01- 1001.03 W/ 4" MIN EMBED IN CONCRETE 5). PROVIDE NCP2X MOISTURE BARRIER PLATE BY USP (ONE PER EA MEMBER OF GIRDER) 8/ PREF. WD. GIRDER AND WALL 6). A35 BY 'SIMPSON" N.O.A. 00- 0926.01 NEW SPANISH BARRELTILE ROOFING OVER 90# FELT OVER 30 # FELT TIN TAGGED HOT MOPPED OVER 5/3" EXT.GD. PLYWOOD . ` z ARCHITECTURE ENGNEERNG MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 (MATCH EXISTING) I NEW SCALLOPED OUTRIGGERS ( VIATCH EXISTING ) NEW 4 : 12 ENG. /APPVD WD.ROOF TRUSSES @ 24" C/C %� ���i�a�<�a�a NEW � , 2X WD. FASCIA BOARD ` PLANNNG O NEW R-30 INSUL. (MIN.)(TYP.)@ CLG. NEW R ANr ANCHOR STRAP ' -' 1' -6" SEE ( SE E CONNECTOR SCHEDULE ) NEW R -5 INSUL. (MIN.)( WALLS NEW ' GWB O.H. +1[T.'.--2.: " 1 /2 @ INTERIOR BEDROOM 4 • NEW STUCCO FINISH @ EXTERIOR c • OVER ATH ASPHALT BACKED) OVER 1/2' EXTERI R GD. PLYWD. NEW f THK. CONC. SLAB r-y CT] r Q . : • � U] - rte (` z ) brl. 0 2ND FLR //�� +0' -O :, .,• ' `` ..,.. . _ .. .. .. t * 4 ? 1 "Cf •co i /(3IoM C RA� ) NEW C 3 "X12" CONC TIE BEAM W/. ° rT cn • • � 4#5 HORIZ. "� !, • ( c(4 , i i5 tlr 4 iW /� STORAGE NEW �� i i al v., rn 0 Project Title , ,. .... , 3,r CBS WALLS w • . ,,,-, � i r• -:/r.; Crtte 1 e-A1,—) a tco A NEW 3 COAT 5 3" © ` ' 4a ` �.�• SEAL s STUCCO FINISH EXTERIOR ( 1 #5 @ 41" C/C r r NEW 1/2 » PERIMETER EXPANSION JOINT • ■ Na. Revisions: Date NEW 4" THK. CONC.SILAB W/. W1.4XW1.4 WWF OVF_R 6 MIL VAPOR BARRIER OVER COMPACTED TERMITE TREATED FILL . 1ST FLR . tjA• << ` %- : . � ' . `', : -�_ ;� ° : .� ` :. ; .%' " : -a . ' 4 .. . .... .. -. — . , r: ti l ca X ,1..� -. .. . :k �� = • Drawn: A.H. -2 _o pfd YAK. } 1.. ) �� :• at -` 1, f Checked: t r :•; �r Y r--- NEW 24 "X 24" CONC. GRADE BEAM W/. 3 RO #5 HORIZ./ #3 TIES @ C/C Reviewed: • :k ::,,.r zr.� • = �' � - Date: 4 NOV 2004 DOT. GRADE BEAM NEW CONC. FILLED 3" DIA. STL. PIN PILING. @ 5' Scale: 1 : 4 Project No. CAD File No. • ; W/. 1 #5 VERT. C/C Drawing Title WALL SECTIONS ::: of NEW WALL SC 3 : 4 4" CCNC SLAB 2 -6 WALL REiNF. SEE PLAN a c� v -� \ fl U -1 #5 CONT. z EL. SEE PLAN .9-r t.0 (_ I - i w EL. VARIES Il I - Y R '� 3 5 Y4� = a _ g _ k F k r 2' 5 I - SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. --Y . ^ �- CONC. TB OR CONC. BEAM ARCHITECTURE ENGINEERING PLANNING EI 2 2 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 1 ° • FOR REiNF >E PLAN `,..---I FOR REINF SEE PLAN WALL REiNF. SEE PLAN EL +11' -2" a ____,,t,.. '- t ____ , �--s - �_,_,� > �*�`� -- -� ( DEL. Wti"!F \ lj 15 ' ' SEE , PLAN & SCHED P L A \ V `I C W _ /� I C T A ' �` 7 TYPI:AL T— (C < ` f — — \ , a # AT CDR\ E R BARS BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 EDGE DETAIL (Ti) y , / SCALE. 3/4 =1 =0 ONC. BEAM SEE STD. NOON PLAN AND SCHED. SCALE 3/4" = 1' -0" DETAIL ..._. _..." DETAIL DETAIL DETAIL 2 \, /4�2 TRUSS MANUFACTURER TO PROVIDE A VERTICAL MEMBER AT STEEL COL. AND THRU BOLTS LOCATION REINS. STIRRUPS 5-1 o 8" CMU 'WALL, FOR REINE. SEE PLAN � TOP AS SCHEDUL D Q al P.4 - -1 1 E Q o co �r EL. SEE PLAN ', I i I I ( I I I I i i / I I j ( I I I I / 4 I I I / I I\ I Ks / �. - W — i-- \ -1--- — `-\ I— _ '°' --10)0 I � I ADD 2 5 ♦\ I j DIAGONAL \ V jI \ P NEW SPANI ' BARRELIILE ROOFING i I �—_ �'°+ Q " —� --- OVER ENG. d APPVD ROOF TRUSSES 24 C/C NEV SPAN! ,i BARRELTLE ROOFING [ \ I \ � - a 3/4" 0 A -325 THRU BOLTS SEE ROOF FRAMING PLAN -7 OR NUMBERS OF BOLTS I if * r -� / : / I� �' �� NNEW BUILT VALLEY CRICKET BY G.C. F=I 0 I AND SCHED. L SEE ROOF PLAN NEN GA4.V.MTL. VALLEY CONC. TIE B&�4 SEE P!AN & 8" CMU WALL, BEYOND FOR REiNF. SEE PLAN } AND SCHED. V # G I I 'f' ( s It 1 /4" STEEL PLATE BOTH SS IDES OF GIRDER WELDED TO BOTT. PLATE ` FLASHING ` MIN. 24' EA. FLANGE \ j -- C\2 vn 0 r �., 3/1 G r/ H �- --, ` ``~� \ / I -- -.-- - — --- -� I I I y0 RE IMF. CONC. COL.--- NOTE: OL. EFL REFER TO ARCHITECTURAL j ---�"' ¢" I _ _.. _ _ I I -� . ._ . • EXISTING ROOF STRUCTURE . c'1'� ' 11 CUT EAVES AND RAFTED Er'DS A5 REQUIRED .. ! ` Z , r �. Cuui RD W% I _. �..�-- -� yc .-. -_ +9' -6" NEW DBL. 2X12 WO. HEADER LINTEL AT I p T CONNECTION TO NEW, ADPI T,ON TOP BOTTOM CHORDS 0 12" C C ARCH DWGS '8" PREFAB WOOD GIRDER TRUSS 5 X 10" STEEL BOIT. PLATE WELDED TO STEEL COL. COORD. PLATE THICKNESS W/ PREF GIRDER THICKNESS I 1 I ` u AT L FT CONNEC ,ON TO NEW A DIT14N 1 _ BOX OUT WITH 1/2 G'+ I3. DRAWING FOR INFORMATION CO � 3/16' STEEL COL. SEE PLAN & SCHEDULE + TYPICAL A C E- BEAM DETAIL , . „, 14 SEE FRAMING PLAN 0 SCALE: 1/2" = 1'-o" AT LOFT CONNECTION TO NEW ADDITION LOFT ' I TS 4 "X4 sm. C. BEYOND I NEE 'N ..... IN ADDITION W ETA! L F j � _ DETAIL DETAIL Project Title NEW CONCRETE STAIRS OFF STRU(�TURA4 RL AN .. STRUCTURAL PLANS SE FRAMING �,N 1 S �� SEAL _ 5' 2' -9" +o ' -a" • :.'-' .. ,. -_ . '..', .. U BLOCK BOND BEAM W�. I #5 r # @ 8" C/C No. Revisions: Dote ; • •..,- T- . ._. .� . d - -=,--s ._ ". -7— CONCRETE MEMBER ABOVE (SEE PLAN AND SCHEDULE) L'.- '' a..' ' ' f " � " �' POUR SOLID ALL C.M.U. BETWEEN PRECAST LINTEL AND CONCRETE MEMBER TOP OF LINTEL 1/�„ . , / , ..I l ....- .. o 1/2 L :.' � ..e d (�. '� , :. . .. : • . e .. . ; . r M \ EW L1\ I HEADER TEL © LOFT OPE\ING ,. ■r Ir "��� EL SEE PIhN ° -I •� ; z . :�Y ''f �J Drown: A.H. i �' C.M.U. WALL (TYP.) CONCRETE LINTEL #5 @ 8„ C/C , . • ' ' r , �� J o� ` ' -.d :. # @ 8" C/C • Checked: BY "CAST- CRET E "(SEE :.. t = : •' � •, ir' :l.:..'1.' Reviewed: A.F. - � LINTEL NOTE FOR REiNF•} FC, EXTEND REINF. TO TOP OF T ABOVE TB/BB P!AN) .if a�, t'. �r' :. ,: ` ' � ��; ;�` � r N W T HICKENED EDGE CONC. FOOTING D ate: 4 NOV 2004 / 8 X8" MI W / (2 # 5 @ BOTTOM. ole 1 4 Pr : No. CADFeN P 1 / - R= LINTrL D= T ,AIL NEW S 1 AI R © S l OR AC1 -- SECTO\ SECTION Drawing Title D A'It 1 0- lc Drawing No. 1 t V s.5 Sheet of • ( 7. - 1 %., DETAIL K DETAIL IM DETAIL.. COL v \ SC- E3., L= MARK SIZE REINFORCEMENT REMARKS VERTICAL OR BASE PLATE TIES OR CAP PLATE TC 8" x 12" 4 1 # @ 8" ZC SEE DETAIL 8 #5 #3 @ 8" 8" x 42, TC 3 SEE DETAIL 8 # #3 @ 8" . 115 �■■ . #3 @ cyc ( D " n #5 #3@ 8" MONOLITHIC FTG. FOR TOP BARS SPACING SEE PLAN MF-20 20" x CONT S l TS 3 1/2 "X 3 1/2" X 5/16" 3/4 X 12" X 12" 3/4" X 14" X 14" C S2T - - - NOT USED (3) TS 3 1/2 " X 3 1/2 " X 5/16" 5/8" X 12" X 12' 5/8'` X 7 5/8" X 10" " . 0 4 -1 TS 4" X 4" X 3/8" 3/4" X 12" X 12" 3/4" X 12" X 12" 4 14 5 TS 3 1/2" X 3 1/2" X 5/16' 3/4" X 12" X 12" 3/4" X 12" X 12" (S6T TS 3 1/2" X 3 1/2" X 5/16" 5/8" X 12" X 12" SEE TYP. DETAIL 4 #4 4 14 4 # FF i 1 #5 IN GROUT- FILLED CELLS MAX 48" @ 2 ND FLOOR 5 #4 C 1 #6 IN GROUT- FILLED CELLS MAX 48" @ GROUND LEVEL (2A) 2 #5 IN TWO GROUT- FILLED CELLS , ZC �A 3,7 IN THREE GROUT - FILLED CELLS 614 L ; 3C 2 #6 IN TWO GROUT- FILLED CELLS 3 #6 IN THREE GROUT- FILLED CELLS 4B 4 #6 IN THREE GROUT - FILLED CELLS . (_ ) 2 #7 IN TWO GROUT- FILLED CELLS I i 3 #7 IN THREE GROUT- FILLED CELLS FOOTING NOTES: 1. AT ALL FOOTING HERS AND INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. LAP SPLICE BARS INIMUM 36- INCHES. COLUMN NOTES: 1. HOOKED DOWELS:, ME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP "co MINIMUM 30 BAR METERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW S BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 17 x 4' -O" DOWELS FOR EC's AND SC's. IN EPDXY ADHESIVE DETAIL COL. A SCALE 3/4" = MARK 2B -3 20 -4 2B -8 26 -9 ELEV. DETAIL COL . TC -2 SIZE BxD 8" x 25 1/4" RFC .NOTES: 1. AT ALL BEAM CORNERS AND 3D -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT EN 3. ALL TOP AND BOTTOM BARS IN MIDDLE THIRD OF SPAN MINIMUM 36- INCHES. 4 DROP TIE BEAM (TB) OVER THAN 36 ", PROVIDE 14 I SCALE 3/4" = 1' -0" 4 3/4" 13 HAIRPINS 0 8" TYP. BEAM SCHEDUL 8 1/4" #3 HAIRPINS @ 8" TYP, DETAIL COL. TC -3 SCALE 3/4" = 1' -0" INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH DS. SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE OPENINGS AND ADD 2 15 BOTTOM WHEN TB DEPTH IS GREATER 12" O.C. "I" BAR EA. FACE OF TB. I BARS (FA. FACE) No, SIZE SPACING EACH END @ 10 REMARKS +11' -1 1/4' SEE PLAN 12" x 23 1/4" 8" x 40 1/4" * MII * SEE DETAIL 1 / S -2 FOR BEAM SUPPORT ® 5 1/2" CO 10" NOT USED * ARCHED BEAM SEE TYP. DETAIL *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET TIE BEAM +11' -1 1/4' +11 8" x 10" @ 12" @ CORNERS BAL. AT 48" O.C. * VERIFY w/ DOOR MANUF. PRODUCT CONTROL APPROVAL NOT USED NOT USED VERIFY W/ DOOR MANUF. PRODUCT CONTROL APPROVAL TIE BEAM 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIIDA BUILDING CODE, 2001 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. 2. DESIGN CRITERIA: A. ROOF LOADS: LIVE LOAD 30 PSF DEAD LOAD 20 PSF(@ ROOF) 10 PSF (@ CEILING) B. SECOND FLOOR LOADS: LIVE LOAD @ TERRACES & STAIRS 100 PSF LIVE LOAD ELSEWHERE 40 PSF DEAD SUPERIMPOSED LOAD @ TERRACES & STAIRS 20 PSF DEAD SUPERIMPOSED LOAD ELSEWHERE 38 PSF C, WIND LOADS: IN ACCORDANCE WITH ASCE 7 -98 [BUILDING CATEGORY II; 146 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.01 SEE CALCULATIONS FOR ADDITIONAL INFORMATION. IMPORTANCE FACTOR FOR PRIVACY WALL CALC. I = 0.77 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT O' -O" 4 DIMENSIONS AND CONDITIONS: A ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. B SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6, PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9, CONSTRUCTION OBSERVATIONS: THE CONTRACTOR SHALL OBTAIN APPROIVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) FROM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRUCTURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. RENAE'W AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS', QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 11. EXISTING SOILS, SOILS PREPARATION & ALLOWABLE BEARING: A. INFORMATION ABOUT THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY ALLSTATE ENGINEERING & TESTING CONSULTANTS, INC. DATED FEBRUARY 15, 2001 THE CONTRACTOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THESE DRAWINGS. B. WITH THE SOILS PREPARATION DESCRIBED IN THE REPORT, AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF MAY BE USED IN THE FOUNDATION DESIGN FOR SUPPORTING THE STRUCTURE ON MONOLITHIC FOOTINGS. C. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMENDATIONS OF THE SUB - SURFACE INVESTIGATION AND SHALL CERTIFY THIS LOAD BEARING CAPACITY PRIOR TO POURING THE FOUNDATION 13. POLYETHYLENE SHEET: POLYETh :YLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUFa 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INi,H WIDE VINYL TAPE. 14. CONCRETE (CAST -IN- PLACE): A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL C+NCRDE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. U.O.N. SLUMF SHALL BE 4" (i-1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS �4'HICH 1JiLL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. (f 'e Z. 0.4 o SLAB GI4GRADE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Cc) AT 28 DA`7S OF 5000 P.S.I. C. THE CONTACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIED BY THE FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRAC1R SHALL PROVIDE ALL. FORMING AND TEMPORARY SHORING. E. NO PIPES)R CONDUITS EXCEEDIING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETEFLOOR WITHOUT THE "WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHF.L BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTHOF THE STRUCTURE. F. REINFORCEIENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE ,OVER OVER REINFORCEMENT: 1. 3- INCHES WHERE CAST AGAINST EARTH. 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW -CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. I. ALL CONCRETE SHALT. BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS, FORMS SHALL BE KENT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 11 CL 1 III-11,11111M I I r J 6" MIN. PROVIDE 24 BAR DIA. MIN. CR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK. X1/4 L1 3- I -E" BARS N U ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. PLACE A MAX. OF 2 BARS PER LAYER IN • 8" WIDE BEAMS L1 GREATER OF 313 L1 OR 1/3 L2 3' -6 MIN. 6" MIN. TYPICAL B -Ab' N. T. S. G- R =1 =RAL STR.,CTURAL "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. "T TOP CONT. (CONTINUOUS TOP BARS) 1/3 OF SPANS HERE REQUIRED. GREATER OF 3 Ll OR 1/3 L2 3` -6" MIN. 36 DIA LA a ' l STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. L2 "F" BARS (BOTTOM OVER EACH SUPPORT) F. PLACI\ K ALL CONCRETE SLABS AND BEAMS SQL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPANS WITH VERTICAL BLCHEADS. L DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN, DOWEL SPLICE 36 DIAM. MIN. M COLUMNS SHALL BE POURED 10 FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET PRIOR TO PLACING BEAMS ABOVE. MINIMUM TIME INTERVAL 3 HOURS. N ALL CONCRETE BEAMS MARKED TB SHAIL BE PLACED USING WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING. SPITES, WHERE NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP BARS AND END 1/3 OF SPAN FOR BOTTOM BARS, PROVIDE A 40 DIA. LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 #5 x 5' -0" CORNER BARS, ONE TOP AND ONE BOTTOM, BENT AT MID - POINT. 15. CONCRETE MASONRY WORK; A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY MIS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". WITH A NET AREA COMPERSSIVE STRErNGHT OF MASONRY UNITS OF 1900 PSI C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2800 PSI. D. CONCRETE MASONRY STRENGTH, f' rn, SHALL BE A MINIMUM OF 1500 PSI, E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C416. SLUMP SHALL BE BETWEEN 8" AND 11 ". G. ALL CMU WALLS SHALL BE HORIZONS AI LY REINFORCED WITH STANDARD ND. 9 LADDER-TYPE GALVANIZED STEEL RON ORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO ALL COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST-IN-PLACE, PRECAST OR U- BLOCK) WITH 2/5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST IN GROUT. liNTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2 #5 AT MID -DEPTH AT ALL SI +. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500. GRADE B. 2. ALL OTHER STRUCTURAL STEEL ASTM A36. 3. ANCHOR BOLTS: ASTM A307, 4. ALL OTHER BOLTS: ASTM A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 17, STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB PER NSD -97) OR EQUAL U.O.N. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR. THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS 1S THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED.. FABRICATED AND ERECTED IN ACCORDANCE WITH THE S.F.B.C. FOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA - REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. 19. PLYWOOD ROOF SHEATHING: A. PLYWOOD ROOF SHEATHING SHALL BE 518", , EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d RING SHANK NAILS. NAIL SPACING SHALL BE SIX - INCHES ON CENTER AND 4" O.C. AT AN 4'-0" WIDE "EDGE ZONE " ALL AROUND THE BUILDING PERIMETER. 20. 2 X 6 TONGUE- AND-GROOVE ROOF SHEATHING: 2 x 6 TONGUE- AND - GROOVE SHEATHING SHALL BE NOMINAL 2 x 6 TONGUE- AND - GROOVE BOARDS, SOUTHERN PINE, MINIMUM GRADE NO. 1. BUTT JOINTS SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 16d NAILS. ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. 21. FASTENERS A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED IN THIS DRAWING B. ALL FASTENERS INCLUDING EXPANSION ANC - TORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC SHALL BE GALVANIZED (U.O.N.) 22. GENERAL CONTRACTOR TO COORDINATE AND VERIFY ALL DOORS AND WINDOW OPENING DIMENSIONS PRIOR TO START ERECTION OF CONCRETE BLOCK AND THE POURING OF THE CONCRETE SLAB WITH MANUFACTURER AND PRODUCT CONTROL REQUIREMENTS LAP IN MIDDLE GREATER OF L3 OR 1/3 L2 3'-6" MIN, L CONT. "I" BARS ° B" BOTTO OT 6 " �, MIN 1 BARS G DACRAM I 'D' EARS tit i L3 1 1/2" CL NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES .. • • • • ... . . • • • on . • • • • • • • • • • .. . . . ... • ..: • • • • . • • • • ARCHITECTURE ENGINEERING PLANNING ■ ■ w MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 FOOTI \IG SC - =DU L' MARK SIZE HESS REINFORCEMENT REMARKS DEPTH BOTTOM TOP SHORT BAR LONG BAR T3_2 + Cgj`• g,N 8" x 42, 2 2 # 115 �■■ . #3 @ cyc 16" FOOTING NOTES: 1. AT ALL FOOTING HERS AND INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. LAP SPLICE BARS INIMUM 36- INCHES. COLUMN NOTES: 1. HOOKED DOWELS:, ME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP "co MINIMUM 30 BAR METERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW S BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 17 x 4' -O" DOWELS FOR EC's AND SC's. IN EPDXY ADHESIVE DETAIL COL. A SCALE 3/4" = MARK 2B -3 20 -4 2B -8 26 -9 ELEV. DETAIL COL . TC -2 SIZE BxD 8" x 25 1/4" RFC .NOTES: 1. AT ALL BEAM CORNERS AND 3D -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT EN 3. ALL TOP AND BOTTOM BARS IN MIDDLE THIRD OF SPAN MINIMUM 36- INCHES. 4 DROP TIE BEAM (TB) OVER THAN 36 ", PROVIDE 14 I SCALE 3/4" = 1' -0" 4 3/4" 13 HAIRPINS 0 8" TYP. BEAM SCHEDUL 8 1/4" #3 HAIRPINS @ 8" TYP, DETAIL COL. TC -3 SCALE 3/4" = 1' -0" INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH DS. SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE OPENINGS AND ADD 2 15 BOTTOM WHEN TB DEPTH IS GREATER 12" O.C. "I" BAR EA. FACE OF TB. I BARS (FA. FACE) No, SIZE SPACING EACH END @ 10 REMARKS +11' -1 1/4' SEE PLAN 12" x 23 1/4" 8" x 40 1/4" * MII * SEE DETAIL 1 / S -2 FOR BEAM SUPPORT ® 5 1/2" CO 10" NOT USED * ARCHED BEAM SEE TYP. DETAIL *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET TIE BEAM +11' -1 1/4' +11 8" x 10" @ 12" @ CORNERS BAL. AT 48" O.C. * VERIFY w/ DOOR MANUF. PRODUCT CONTROL APPROVAL NOT USED NOT USED VERIFY W/ DOOR MANUF. PRODUCT CONTROL APPROVAL TIE BEAM 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIIDA BUILDING CODE, 2001 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. 2. DESIGN CRITERIA: A. ROOF LOADS: LIVE LOAD 30 PSF DEAD LOAD 20 PSF(@ ROOF) 10 PSF (@ CEILING) B. SECOND FLOOR LOADS: LIVE LOAD @ TERRACES & STAIRS 100 PSF LIVE LOAD ELSEWHERE 40 PSF DEAD SUPERIMPOSED LOAD @ TERRACES & STAIRS 20 PSF DEAD SUPERIMPOSED LOAD ELSEWHERE 38 PSF C, WIND LOADS: IN ACCORDANCE WITH ASCE 7 -98 [BUILDING CATEGORY II; 146 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.01 SEE CALCULATIONS FOR ADDITIONAL INFORMATION. IMPORTANCE FACTOR FOR PRIVACY WALL CALC. I = 0.77 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT O' -O" 4 DIMENSIONS AND CONDITIONS: A ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. B SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6, PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9, CONSTRUCTION OBSERVATIONS: THE CONTRACTOR SHALL OBTAIN APPROIVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) FROM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRUCTURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. RENAE'W AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS', QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 11. EXISTING SOILS, SOILS PREPARATION & ALLOWABLE BEARING: A. INFORMATION ABOUT THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY ALLSTATE ENGINEERING & TESTING CONSULTANTS, INC. DATED FEBRUARY 15, 2001 THE CONTRACTOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THESE DRAWINGS. B. WITH THE SOILS PREPARATION DESCRIBED IN THE REPORT, AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF MAY BE USED IN THE FOUNDATION DESIGN FOR SUPPORTING THE STRUCTURE ON MONOLITHIC FOOTINGS. C. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMENDATIONS OF THE SUB - SURFACE INVESTIGATION AND SHALL CERTIFY THIS LOAD BEARING CAPACITY PRIOR TO POURING THE FOUNDATION 13. POLYETHYLENE SHEET: POLYETh :YLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUFa 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INi,H WIDE VINYL TAPE. 14. CONCRETE (CAST -IN- PLACE): A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL C+NCRDE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. U.O.N. SLUMF SHALL BE 4" (i-1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS �4'HICH 1JiLL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. (f 'e Z. 0.4 o SLAB GI4GRADE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Cc) AT 28 DA`7S OF 5000 P.S.I. C. THE CONTACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIED BY THE FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRAC1R SHALL PROVIDE ALL. FORMING AND TEMPORARY SHORING. E. NO PIPES)R CONDUITS EXCEEDIING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETEFLOOR WITHOUT THE "WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHF.L BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTHOF THE STRUCTURE. F. REINFORCEIENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE ,OVER OVER REINFORCEMENT: 1. 3- INCHES WHERE CAST AGAINST EARTH. 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW -CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. I. ALL CONCRETE SHALT. BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS, FORMS SHALL BE KENT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 11 CL 1 III-11,11111M I I r J 6" MIN. PROVIDE 24 BAR DIA. MIN. CR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK. X1/4 L1 3- I -E" BARS N U ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. PLACE A MAX. OF 2 BARS PER LAYER IN • 8" WIDE BEAMS L1 GREATER OF 313 L1 OR 1/3 L2 3' -6 MIN. 6" MIN. TYPICAL B -Ab' N. T. S. G- R =1 =RAL STR.,CTURAL "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. "T TOP CONT. (CONTINUOUS TOP BARS) 1/3 OF SPANS HERE REQUIRED. GREATER OF 3 Ll OR 1/3 L2 3` -6" MIN. 36 DIA LA a ' l STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. L2 "F" BARS (BOTTOM OVER EACH SUPPORT) F. PLACI\ K ALL CONCRETE SLABS AND BEAMS SQL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPANS WITH VERTICAL BLCHEADS. L DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN, DOWEL SPLICE 36 DIAM. MIN. M COLUMNS SHALL BE POURED 10 FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET PRIOR TO PLACING BEAMS ABOVE. MINIMUM TIME INTERVAL 3 HOURS. N ALL CONCRETE BEAMS MARKED TB SHAIL BE PLACED USING WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING. SPITES, WHERE NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP BARS AND END 1/3 OF SPAN FOR BOTTOM BARS, PROVIDE A 40 DIA. LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 #5 x 5' -0" CORNER BARS, ONE TOP AND ONE BOTTOM, BENT AT MID - POINT. 15. CONCRETE MASONRY WORK; A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY MIS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". WITH A NET AREA COMPERSSIVE STRErNGHT OF MASONRY UNITS OF 1900 PSI C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2800 PSI. D. CONCRETE MASONRY STRENGTH, f' rn, SHALL BE A MINIMUM OF 1500 PSI, E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C416. SLUMP SHALL BE BETWEEN 8" AND 11 ". G. ALL CMU WALLS SHALL BE HORIZONS AI LY REINFORCED WITH STANDARD ND. 9 LADDER-TYPE GALVANIZED STEEL RON ORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO ALL COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST-IN-PLACE, PRECAST OR U- BLOCK) WITH 2/5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST IN GROUT. liNTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2 #5 AT MID -DEPTH AT ALL SI +. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500. GRADE B. 2. ALL OTHER STRUCTURAL STEEL ASTM A36. 3. ANCHOR BOLTS: ASTM A307, 4. ALL OTHER BOLTS: ASTM A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 17, STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB PER NSD -97) OR EQUAL U.O.N. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR. THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS 1S THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED.. FABRICATED AND ERECTED IN ACCORDANCE WITH THE S.F.B.C. FOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA - REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. 19. PLYWOOD ROOF SHEATHING: A. PLYWOOD ROOF SHEATHING SHALL BE 518", , EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d RING SHANK NAILS. NAIL SPACING SHALL BE SIX - INCHES ON CENTER AND 4" O.C. AT AN 4'-0" WIDE "EDGE ZONE " ALL AROUND THE BUILDING PERIMETER. 20. 2 X 6 TONGUE- AND-GROOVE ROOF SHEATHING: 2 x 6 TONGUE- AND - GROOVE SHEATHING SHALL BE NOMINAL 2 x 6 TONGUE- AND - GROOVE BOARDS, SOUTHERN PINE, MINIMUM GRADE NO. 1. BUTT JOINTS SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 16d NAILS. ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. 21. FASTENERS A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED IN THIS DRAWING B. ALL FASTENERS INCLUDING EXPANSION ANC - TORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC SHALL BE GALVANIZED (U.O.N.) 22. GENERAL CONTRACTOR TO COORDINATE AND VERIFY ALL DOORS AND WINDOW OPENING DIMENSIONS PRIOR TO START ERECTION OF CONCRETE BLOCK AND THE POURING OF THE CONCRETE SLAB WITH MANUFACTURER AND PRODUCT CONTROL REQUIREMENTS LAP IN MIDDLE GREATER OF L3 OR 1/3 L2 3'-6" MIN, L CONT. "I" BARS ° B" BOTTO OT 6 " �, MIN 1 BARS G DACRAM I 'D' EARS tit i L3 1 1/2" CL NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES .. • • • • ... . . • • • on . • • • • • • • • • • .. . . . ... • ..: • • • • . • • • • ARCHITECTURE ENGINEERING PLANNING ■ ■ w MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 FOOTI \IG SC - =DU L' MARK SIZE HESS REINFORCEMENT REMARKS DEPTH BOTTOM TOP SHORT BAR LONG BAR SHORT BAR LONG BAR 12" - -- 115 O lt \ 1 4 ?\ L ID ►,. SEAL THIKENED EDGE MF-16 16" x CONT 16" - -- 2 #5 MONOLITHIC FTG. FOR TOP BARS SPACING SEE PLAN MF-20 20" x CONT 16" - -- 2 #5 MF-24 24 x CONT Drawn: A. H. 16" #3 @ 12" 3 15 Scale: 1 : 4 Project No. CAD File No. " . 12" 4 14 4 14 12" 4 #4 4 #4 4 14 4 # 12" 5 #4 5 #4 12" 614 6 #4 12" 614 6 14 16" 714 7 14 - Wb 20" 7 #4 7 #4 7 #4 7 1 4 " 20" 5 #4 8 #4 5 #4 8#4 12" 7 #4 4 #4 FOOTING NOTES: 1. AT ALL FOOTING HERS AND INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. LAP SPLICE BARS INIMUM 36- INCHES. COLUMN NOTES: 1. HOOKED DOWELS:, ME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP "co MINIMUM 30 BAR METERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW S BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 17 x 4' -O" DOWELS FOR EC's AND SC's. IN EPDXY ADHESIVE DETAIL COL. A SCALE 3/4" = MARK 2B -3 20 -4 2B -8 26 -9 ELEV. DETAIL COL . TC -2 SIZE BxD 8" x 25 1/4" RFC .NOTES: 1. AT ALL BEAM CORNERS AND 3D -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT EN 3. ALL TOP AND BOTTOM BARS IN MIDDLE THIRD OF SPAN MINIMUM 36- INCHES. 4 DROP TIE BEAM (TB) OVER THAN 36 ", PROVIDE 14 I SCALE 3/4" = 1' -0" 4 3/4" 13 HAIRPINS 0 8" TYP. BEAM SCHEDUL 8 1/4" #3 HAIRPINS @ 8" TYP, DETAIL COL. TC -3 SCALE 3/4" = 1' -0" INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH DS. SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE OPENINGS AND ADD 2 15 BOTTOM WHEN TB DEPTH IS GREATER 12" O.C. "I" BAR EA. FACE OF TB. I BARS (FA. FACE) No, SIZE SPACING EACH END @ 10 REMARKS +11' -1 1/4' SEE PLAN 12" x 23 1/4" 8" x 40 1/4" * MII * SEE DETAIL 1 / S -2 FOR BEAM SUPPORT ® 5 1/2" CO 10" NOT USED * ARCHED BEAM SEE TYP. DETAIL *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET TIE BEAM +11' -1 1/4' +11 8" x 10" @ 12" @ CORNERS BAL. AT 48" O.C. * VERIFY w/ DOOR MANUF. PRODUCT CONTROL APPROVAL NOT USED NOT USED VERIFY W/ DOOR MANUF. PRODUCT CONTROL APPROVAL TIE BEAM 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIIDA BUILDING CODE, 2001 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. 2. DESIGN CRITERIA: A. ROOF LOADS: LIVE LOAD 30 PSF DEAD LOAD 20 PSF(@ ROOF) 10 PSF (@ CEILING) B. SECOND FLOOR LOADS: LIVE LOAD @ TERRACES & STAIRS 100 PSF LIVE LOAD ELSEWHERE 40 PSF DEAD SUPERIMPOSED LOAD @ TERRACES & STAIRS 20 PSF DEAD SUPERIMPOSED LOAD ELSEWHERE 38 PSF C, WIND LOADS: IN ACCORDANCE WITH ASCE 7 -98 [BUILDING CATEGORY II; 146 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.01 SEE CALCULATIONS FOR ADDITIONAL INFORMATION. IMPORTANCE FACTOR FOR PRIVACY WALL CALC. I = 0.77 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT O' -O" 4 DIMENSIONS AND CONDITIONS: A ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. B SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6, PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9, CONSTRUCTION OBSERVATIONS: THE CONTRACTOR SHALL OBTAIN APPROIVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) FROM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRUCTURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. RENAE'W AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS', QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 11. EXISTING SOILS, SOILS PREPARATION & ALLOWABLE BEARING: A. INFORMATION ABOUT THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY ALLSTATE ENGINEERING & TESTING CONSULTANTS, INC. DATED FEBRUARY 15, 2001 THE CONTRACTOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THESE DRAWINGS. B. WITH THE SOILS PREPARATION DESCRIBED IN THE REPORT, AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF MAY BE USED IN THE FOUNDATION DESIGN FOR SUPPORTING THE STRUCTURE ON MONOLITHIC FOOTINGS. C. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMENDATIONS OF THE SUB - SURFACE INVESTIGATION AND SHALL CERTIFY THIS LOAD BEARING CAPACITY PRIOR TO POURING THE FOUNDATION 13. POLYETHYLENE SHEET: POLYETh :YLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUFa 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INi,H WIDE VINYL TAPE. 14. CONCRETE (CAST -IN- PLACE): A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL C+NCRDE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. U.O.N. SLUMF SHALL BE 4" (i-1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS �4'HICH 1JiLL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. (f 'e Z. 0.4 o SLAB GI4GRADE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Cc) AT 28 DA`7S OF 5000 P.S.I. C. THE CONTACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIED BY THE FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRAC1R SHALL PROVIDE ALL. FORMING AND TEMPORARY SHORING. E. NO PIPES)R CONDUITS EXCEEDIING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETEFLOOR WITHOUT THE "WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHF.L BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTHOF THE STRUCTURE. F. REINFORCEIENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE ,OVER OVER REINFORCEMENT: 1. 3- INCHES WHERE CAST AGAINST EARTH. 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW -CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. I. ALL CONCRETE SHALT. BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS, FORMS SHALL BE KENT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 11 CL 1 III-11,11111M I I r J 6" MIN. PROVIDE 24 BAR DIA. MIN. CR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK. X1/4 L1 3- I -E" BARS N U ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. PLACE A MAX. OF 2 BARS PER LAYER IN • 8" WIDE BEAMS L1 GREATER OF 313 L1 OR 1/3 L2 3' -6 MIN. 6" MIN. TYPICAL B -Ab' N. T. S. G- R =1 =RAL STR.,CTURAL "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. "T TOP CONT. (CONTINUOUS TOP BARS) 1/3 OF SPANS HERE REQUIRED. GREATER OF 3 Ll OR 1/3 L2 3` -6" MIN. 36 DIA LA a ' l STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. L2 "F" BARS (BOTTOM OVER EACH SUPPORT) F. PLACI\ K ALL CONCRETE SLABS AND BEAMS SQL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPANS WITH VERTICAL BLCHEADS. L DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN, DOWEL SPLICE 36 DIAM. MIN. M COLUMNS SHALL BE POURED 10 FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET PRIOR TO PLACING BEAMS ABOVE. MINIMUM TIME INTERVAL 3 HOURS. N ALL CONCRETE BEAMS MARKED TB SHAIL BE PLACED USING WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING. SPITES, WHERE NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP BARS AND END 1/3 OF SPAN FOR BOTTOM BARS, PROVIDE A 40 DIA. LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 #5 x 5' -0" CORNER BARS, ONE TOP AND ONE BOTTOM, BENT AT MID - POINT. 15. CONCRETE MASONRY WORK; A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY MIS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". WITH A NET AREA COMPERSSIVE STRErNGHT OF MASONRY UNITS OF 1900 PSI C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2800 PSI. D. CONCRETE MASONRY STRENGTH, f' rn, SHALL BE A MINIMUM OF 1500 PSI, E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C416. SLUMP SHALL BE BETWEEN 8" AND 11 ". G. ALL CMU WALLS SHALL BE HORIZONS AI LY REINFORCED WITH STANDARD ND. 9 LADDER-TYPE GALVANIZED STEEL RON ORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO ALL COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST-IN-PLACE, PRECAST OR U- BLOCK) WITH 2/5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST IN GROUT. liNTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2 #5 AT MID -DEPTH AT ALL SI +. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500. GRADE B. 2. ALL OTHER STRUCTURAL STEEL ASTM A36. 3. ANCHOR BOLTS: ASTM A307, 4. ALL OTHER BOLTS: ASTM A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 17, STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB PER NSD -97) OR EQUAL U.O.N. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR. THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS 1S THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED.. FABRICATED AND ERECTED IN ACCORDANCE WITH THE S.F.B.C. FOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA - REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. 19. PLYWOOD ROOF SHEATHING: A. PLYWOOD ROOF SHEATHING SHALL BE 518", , EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d RING SHANK NAILS. NAIL SPACING SHALL BE SIX - INCHES ON CENTER AND 4" O.C. AT AN 4'-0" WIDE "EDGE ZONE " ALL AROUND THE BUILDING PERIMETER. 20. 2 X 6 TONGUE- AND-GROOVE ROOF SHEATHING: 2 x 6 TONGUE- AND - GROOVE SHEATHING SHALL BE NOMINAL 2 x 6 TONGUE- AND - GROOVE BOARDS, SOUTHERN PINE, MINIMUM GRADE NO. 1. BUTT JOINTS SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 16d NAILS. ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. 21. FASTENERS A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED IN THIS DRAWING B. ALL FASTENERS INCLUDING EXPANSION ANC - TORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC SHALL BE GALVANIZED (U.O.N.) 22. GENERAL CONTRACTOR TO COORDINATE AND VERIFY ALL DOORS AND WINDOW OPENING DIMENSIONS PRIOR TO START ERECTION OF CONCRETE BLOCK AND THE POURING OF THE CONCRETE SLAB WITH MANUFACTURER AND PRODUCT CONTROL REQUIREMENTS LAP IN MIDDLE GREATER OF L3 OR 1/3 L2 3'-6" MIN, L CONT. "I" BARS ° B" BOTTO OT 6 " �, MIN 1 BARS G DACRAM I 'D' EARS tit i L3 1 1/2" CL NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES .. • • • • ... . . • • • on . • • • • • • • • • • .. . . . ... • ..: • • • • . • • • • ARCHITECTURE ENGINEERING PLANNING ■ ■ w MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 � il 4 *4 O lt \ 1 4 ?\ L ID ►,. SEAL No. Revisio,s: Date Drawn: A. H. Checked: Reviev,ed: A.F. Date: 4 NOV 2004 Scale: 1 : 4 Project No. CAD File No. Drawing Title DETAILS Drawing No. SI 3 Sheet of FOOTING NOTES: 1. AT ALL FOOTING HERS AND INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. LAP SPLICE BARS INIMUM 36- INCHES. COLUMN NOTES: 1. HOOKED DOWELS:, ME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP "co MINIMUM 30 BAR METERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW S BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 17 x 4' -O" DOWELS FOR EC's AND SC's. IN EPDXY ADHESIVE DETAIL COL. A SCALE 3/4" = MARK 2B -3 20 -4 2B -8 26 -9 ELEV. DETAIL COL . TC -2 SIZE BxD 8" x 25 1/4" RFC .NOTES: 1. AT ALL BEAM CORNERS AND 3D -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT EN 3. ALL TOP AND BOTTOM BARS IN MIDDLE THIRD OF SPAN MINIMUM 36- INCHES. 4 DROP TIE BEAM (TB) OVER THAN 36 ", PROVIDE 14 I SCALE 3/4" = 1' -0" 4 3/4" 13 HAIRPINS 0 8" TYP. BEAM SCHEDUL 8 1/4" #3 HAIRPINS @ 8" TYP, DETAIL COL. TC -3 SCALE 3/4" = 1' -0" INTERSECTIONS, PROVIDE 215 L- SHAPED CORNER BARS WITH DS. SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE OPENINGS AND ADD 2 15 BOTTOM WHEN TB DEPTH IS GREATER 12" O.C. "I" BAR EA. FACE OF TB. I BARS (FA. FACE) No, SIZE SPACING EACH END @ 10 REMARKS +11' -1 1/4' SEE PLAN 12" x 23 1/4" 8" x 40 1/4" * MII * SEE DETAIL 1 / S -2 FOR BEAM SUPPORT ® 5 1/2" CO 10" NOT USED * ARCHED BEAM SEE TYP. DETAIL *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET *ARCHED BEAM,SEE DET TIE BEAM +11' -1 1/4' +11 8" x 10" @ 12" @ CORNERS BAL. AT 48" O.C. * VERIFY w/ DOOR MANUF. PRODUCT CONTROL APPROVAL NOT USED NOT USED VERIFY W/ DOOR MANUF. PRODUCT CONTROL APPROVAL TIE BEAM 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIIDA BUILDING CODE, 2001 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. 2. DESIGN CRITERIA: A. ROOF LOADS: LIVE LOAD 30 PSF DEAD LOAD 20 PSF(@ ROOF) 10 PSF (@ CEILING) B. SECOND FLOOR LOADS: LIVE LOAD @ TERRACES & STAIRS 100 PSF LIVE LOAD ELSEWHERE 40 PSF DEAD SUPERIMPOSED LOAD @ TERRACES & STAIRS 20 PSF DEAD SUPERIMPOSED LOAD ELSEWHERE 38 PSF C, WIND LOADS: IN ACCORDANCE WITH ASCE 7 -98 [BUILDING CATEGORY II; 146 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.01 SEE CALCULATIONS FOR ADDITIONAL INFORMATION. IMPORTANCE FACTOR FOR PRIVACY WALL CALC. I = 0.77 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT O' -O" 4 DIMENSIONS AND CONDITIONS: A ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. B SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6, PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9, CONSTRUCTION OBSERVATIONS: THE CONTRACTOR SHALL OBTAIN APPROIVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) FROM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRUCTURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. RENAE'W AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS', QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 11. EXISTING SOILS, SOILS PREPARATION & ALLOWABLE BEARING: A. INFORMATION ABOUT THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY ALLSTATE ENGINEERING & TESTING CONSULTANTS, INC. DATED FEBRUARY 15, 2001 THE CONTRACTOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THESE DRAWINGS. B. WITH THE SOILS PREPARATION DESCRIBED IN THE REPORT, AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF MAY BE USED IN THE FOUNDATION DESIGN FOR SUPPORTING THE STRUCTURE ON MONOLITHIC FOOTINGS. C. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMENDATIONS OF THE SUB - SURFACE INVESTIGATION AND SHALL CERTIFY THIS LOAD BEARING CAPACITY PRIOR TO POURING THE FOUNDATION 13. POLYETHYLENE SHEET: POLYETh :YLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUFa 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INi,H WIDE VINYL TAPE. 14. CONCRETE (CAST -IN- PLACE): A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL C+NCRDE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. U.O.N. SLUMF SHALL BE 4" (i-1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS �4'HICH 1JiLL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. (f 'e Z. 0.4 o SLAB GI4GRADE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Cc) AT 28 DA`7S OF 5000 P.S.I. C. THE CONTACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIED BY THE FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRAC1R SHALL PROVIDE ALL. FORMING AND TEMPORARY SHORING. E. NO PIPES)R CONDUITS EXCEEDIING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETEFLOOR WITHOUT THE "WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHF.L BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTHOF THE STRUCTURE. F. REINFORCEIENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE ,OVER OVER REINFORCEMENT: 1. 3- INCHES WHERE CAST AGAINST EARTH. 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW -CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. I. ALL CONCRETE SHALT. BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS, FORMS SHALL BE KENT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 11 CL 1 III-11,11111M I I r J 6" MIN. PROVIDE 24 BAR DIA. MIN. CR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK. X1/4 L1 3- I -E" BARS N U ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. PLACE A MAX. OF 2 BARS PER LAYER IN • 8" WIDE BEAMS L1 GREATER OF 313 L1 OR 1/3 L2 3' -6 MIN. 6" MIN. TYPICAL B -Ab' N. T. S. G- R =1 =RAL STR.,CTURAL "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. "T TOP CONT. (CONTINUOUS TOP BARS) 1/3 OF SPANS HERE REQUIRED. GREATER OF 3 Ll OR 1/3 L2 3` -6" MIN. 36 DIA LA a ' l STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. L2 "F" BARS (BOTTOM OVER EACH SUPPORT) F. PLACI\ K ALL CONCRETE SLABS AND BEAMS SQL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPANS WITH VERTICAL BLCHEADS. L DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN, DOWEL SPLICE 36 DIAM. MIN. M COLUMNS SHALL BE POURED 10 FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET PRIOR TO PLACING BEAMS ABOVE. MINIMUM TIME INTERVAL 3 HOURS. N ALL CONCRETE BEAMS MARKED TB SHAIL BE PLACED USING WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING. SPITES, WHERE NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP BARS AND END 1/3 OF SPAN FOR BOTTOM BARS, PROVIDE A 40 DIA. LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 #5 x 5' -0" CORNER BARS, ONE TOP AND ONE BOTTOM, BENT AT MID - POINT. 15. CONCRETE MASONRY WORK; A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY MIS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". WITH A NET AREA COMPERSSIVE STRErNGHT OF MASONRY UNITS OF 1900 PSI C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2800 PSI. D. CONCRETE MASONRY STRENGTH, f' rn, SHALL BE A MINIMUM OF 1500 PSI, E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C416. SLUMP SHALL BE BETWEEN 8" AND 11 ". G. ALL CMU WALLS SHALL BE HORIZONS AI LY REINFORCED WITH STANDARD ND. 9 LADDER-TYPE GALVANIZED STEEL RON ORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO ALL COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST-IN-PLACE, PRECAST OR U- BLOCK) WITH 2/5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST IN GROUT. liNTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2 #5 AT MID -DEPTH AT ALL SI +. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500. GRADE B. 2. ALL OTHER STRUCTURAL STEEL ASTM A36. 3. ANCHOR BOLTS: ASTM A307, 4. ALL OTHER BOLTS: ASTM A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 17, STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB PER NSD -97) OR EQUAL U.O.N. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR. THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS 1S THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED.. FABRICATED AND ERECTED IN ACCORDANCE WITH THE S.F.B.C. FOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA - REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. 19. PLYWOOD ROOF SHEATHING: A. PLYWOOD ROOF SHEATHING SHALL BE 518", , EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d RING SHANK NAILS. NAIL SPACING SHALL BE SIX - INCHES ON CENTER AND 4" O.C. AT AN 4'-0" WIDE "EDGE ZONE " ALL AROUND THE BUILDING PERIMETER. 20. 2 X 6 TONGUE- AND-GROOVE ROOF SHEATHING: 2 x 6 TONGUE- AND - GROOVE SHEATHING SHALL BE NOMINAL 2 x 6 TONGUE- AND - GROOVE BOARDS, SOUTHERN PINE, MINIMUM GRADE NO. 1. BUTT JOINTS SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 16d NAILS. ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. 21. FASTENERS A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED IN THIS DRAWING B. ALL FASTENERS INCLUDING EXPANSION ANC - TORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC SHALL BE GALVANIZED (U.O.N.) 22. GENERAL CONTRACTOR TO COORDINATE AND VERIFY ALL DOORS AND WINDOW OPENING DIMENSIONS PRIOR TO START ERECTION OF CONCRETE BLOCK AND THE POURING OF THE CONCRETE SLAB WITH MANUFACTURER AND PRODUCT CONTROL REQUIREMENTS LAP IN MIDDLE GREATER OF L3 OR 1/3 L2 3'-6" MIN, L CONT. "I" BARS ° B" BOTTO OT 6 " �, MIN 1 BARS G DACRAM I 'D' EARS tit i L3 1 1/2" CL NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES .. • • • • ... . . • • • on . • • • • • • • • • • .. . . . ... • ..: • • • • . • • • • ARCHITECTURE ENGINEERING PLANNING ■ ■ w MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 NEW 3' DRAIN TO TIE TO EXISTING BLDG. DRAIN 2 1/8' / FT. (VERIFY SIZE / LOCATION ) NEW 3' DRAIN DN. FROM ABOVE NEW ( 3' 4' J / EXISTING 4' DIA. BLDG. DRAIN TO EXISTING SEPTIC TANK / DRAINFIELD (VERIFY SIZE / LOCATION ) NEW NEW 2 'JAY CD. PL CD -— ID — � GM, &V. GL,V, Pt,T,V, CH, V. — B L. V , ---{� ; Il 0 0 F.D, D R,D. C,O, JVBI \G LI\ L COLD WATER HOT WATER (1100) SANITARY SOIL OR WASTE PIPING SANITARY VENT CONDENSATE DRAIN PIPING INDIRECT WASTE PIPING (SAFE WASTE) TRAP PRIMER LINE DRAIN V.T,R, (VENT THRU RDCF) WASTE OR VENT RISER DESIGNATION DOMESTIC WATER RISER DESIGNATION RAINWATER RISER DESIGNATION A/C CONDENSATE RISER DESIGNATION GATE VALVE BALL VALVE GLOBE VALVE PRESSURE TEMPERATURE RELIEF SWING CHECK VALVE BALANCING VALVE PIPING TURN DOWN PIPING TURN UP UNION FLANGED CLEAN —CUT VALVED AND CAPPED END FLOOR DRAIN ROOF DRAIN CLEAN —OUT NOTE: THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON PROJECT DRAWINGS; HOWEVER, WHEREVER THE SYMBOL ON THE P, <D. ECT DRAWING OCCURS, THE ITEM SHALL BE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. ARCHITECTURE ENGINEERING PLANNING M 9 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1010 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. .3010 � H z C 0 Project Title No. Revisions: Date Drown: A.H. Checked: Reviewed: A.F. Date: 4 NOV 2004 Scale: 1:4 Project No. CAD File No. P.1 Sheet of 1 4 b\-RAC PL VBI \G \_TES L ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIRMENTS SET FORTH BY ANY LOCAL ORDINANCE AND OR GOVERNING AUTHORITIES, 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND ORDINANCES, 3, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND /OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, 5, PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND /OR NOTED ON THE DRAWINGS, THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION, 6. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH THE PPRODUCTION OF OTHER TRADES RESULTIiNG IN ANY DOWN OR LAG TIME. 7, PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED ORTHERWISE, 8, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, 9, THE PLUMBING CONTRACTOR SHALL BE RESPONSABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10, LOCATION OF PLUMBING ROUGH —IN MAY CHANGE, VERIFY EXACT LOCATION WITH ARCHITECT /ENGINEER PRIOR TO INSTALLATION, DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC, 11, ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE, 12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ARCHITECT /ENGINEER MUST BE A CONDITION OF THE CONTRACT, 13, ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT, 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINGS, 15. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 16, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 17. VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE OF ALL EXISTING UTILITIES, 18, WATER PIPING TO BE TYPE 'L' COPPER WITH WROUGHT SOLID FITTINGS, EXCEPT WHERE OTHERWISE NOTED 19. COLD WATER LINES IN CEILING SPACES AND ALL HOT WATER LINES SHALL BE INSULATED WITH MINIMUM 1' CLOSED CELL FOAM INSULATION 20, COPPER PIPING IN CONTACT WITH CONCRETE AND GYPSUM WALLS SHALL BE SLEEVED OR WRAPPED TO PREVENT CONTACT, 21. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES, ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES, 22. MAIN WATER SUPPLY SHALL BE EQUIPPED WITH A BACKFLOW PREVENTER 23. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM BREAKERS. 24. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE. 25, WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED, 26, CORRECTION OF ANY DEFECTS SHALL BE 'CDMPLETED ITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, 27. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT /ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL, 28, THE PLUMBING CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 29, THE PLUMBING CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS —BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT /ENGINEER PROIR TO COMPLETION OF THE PROJECT. o,•(C��(6�F -\ � PN� L�1S \OCN� pt ARCHITECTURE ENGINEERING PLANNING a A MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 cr) r H H orD z tCD Project Title No. Revisions: Date Drawn: A.N. Checked: Reviewed: A.F. Date: 4 NOV 2004 Scale: 1:4 Project No. CAD File No. Drawing Title PLUMBING SECOND F PLANS Drawing No. P.2- / Sheet of OQRA ,' 1S0METRIC RISER DIAGRAM .,. ,,_ B �F r � "� Fit ARCHITECTURE ENGINEERING PLANNING a a a MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 I N i *4* 1 I. • SEAL No. Revisions: Dote Drawn: A.H. Checked: Reviewed: A.F. Date: 4 NOV 2004 Scale: 1 : 4 Project No. CAD File No. i!i5"7 e Drawing Title -: PLUM 1 Drawing No. P.3 Sheet of TRAP PRI N.T.S. 3RY WELL D N.T.S. EXTERIOR CLEAN -OUT N.T.S, x V CR 0 O 0 36' SINK CR LAVATORY STOP VALVE WADE W- 8480 -ST10 FRAME AND COVER 14' X 14' 4 WADE MODEL 14 -2400 TRAP PRIMER (UNION JOINT) 0 ANGLE VALVE O UNION 0 COLD WATER SUPPLY O FLOOR DRAIN O TRAP TOP OF PAVING OR GRADE CONCRETE VALVE BOX HEAVY DUTY 9' X 9' ACCESS COVER AND FRAME. CAST IRON FERRULE V/ CAST BRONZE COUNTER SUNK PLUG -TAIL ( A CLEANOUT EXTENSION PIPE SAME SIZE AS BLDG. SEVER OR DRAIN TO SIX (G') MAXIMUM BLDG. DRAIN OR SEVER C_N 0 CB) O A/C CONDENSATE DRAIN PITCH 2 1/8' PER FT 0 2' VENT TURNED DOWN WITH BUG SCREEN E LOCATION MARKER O 4' THICK CONCRETE PLUG & COVER 0 24' DIA X 36' LONG CONCRETE PIPE O 1 CU,YARD 3/4' WASHED ROCK I; INSATE ) INTERIOR CL N.T.S. TY° - WAY CLEANOUT TEE OR LONG SWEEP ADJUSTABLE C.I. FLOOR LEVEL CLEANOUT CONRETE FLOOR OR SLAB A\ -IUT DETAIL THREADED CLEANOUT PLUG /A/ 12' X 12' X 4' CONCRETE SLAB MIN. /// FILL VOID WITH OILED SAND CLEANOUT FITTING WITH BRASS CR PVC PLUG CLEANOUT V GRADE (CTG)- F N.T.S. PIPE TO OUTSIDE BUILDING SPILL 6' OVER A .F,G. JOSAM 58470 SERIES P & t RELIEF VALVE (ASME) 66 GALLON STORAGE 45 KW, 208V/1Sb ASHRAE 90 -80 APPROV, \ =T _SE3 66 GALLI\ N.T.S. GRADE 10' X 10' WIRE MESH DRAIN WAT CD WALL CLEAN -OUT (WITH COVER? PLATE) N.T.S. W,C.0. -1 HEAT TRAP UNION UNION o i { ER 3/4' HV VALVE DRAIN PAN 1/2' <HOT) — 1/2' <COL D) GATE VALVE 3/4' PIPE TO OUTSIDE BLDG. CAT N.T.S. 3/4' HOUSE VALVE R C 0 FINISHED WALL. SURFACE THREADED CLEANOUT PLUG CLEANOUT TEE: COVER PLATE WITH SECURING SCREW POURED LEAD JOINT NOTE; INSULATION SHALL BE TAPERED TO'./ARD ORAIN FROM 24 INCH CIRCUMFERENCE AS RECOMMENDED BY THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. TYPICAL RUDE INTERNAL WATER DISTRIBUTION `TAIL GALVANIZED SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK CF THE CHANNEL N.T.S. PIPE CLAMP WALL CLEAN -OUT (WITH ACCESS COVER) N.T.S. W.C,O.— 2 INSULATION INSULATING CONCRETE BUILT -UP ROOF GRAVEL SPECIFIED DOME GRAVEL STOP S FLASHING RING L LBS. LEAD FLASHING EQUAL TO 9 SCI FT CONCRETE ROOF DECK ADJUSTABLE COLLAR A. DECK FLANGE STEEL ROOF DECK ROOF DRAIN BODY UNDERDECK CLAMP RWL DRAIN PIPE RAIN ( \OT USED ) 13 GA, SHEET METAL SADDLE FOR INSULATED PIPES; 1/4" THICK NEOPRENE SLEEVE FOR UNINSULATED PIPES. TYPICAL RISER PIPE SUPPORT C 0 0 0 FINISHED WALL SURFACE THREADED CLEANOUT PLUG TEST TEE ACCESS COVER AND FRAME ( NOT USED ) RODE PIPE STAND DETAIL N,T,S, VIBRATION ISOLATORS (IN MECHANICAL ROOMS) CLEVIS HANGER PIPE SADDLE N.T.S. _VERHEAD PIP_ V PIPE O PIPE SADDLE PIPE LEG (AS SPECIFIED IN DWG) ROOF DECK S X S X 1/4 FOOT PLATE PITCH PAN HANGER ROD INSULATION SJPP -RT 1 4 EXISTING NEW ACCU 1 ACCll 2 (5 TONS ) (5 TONS ) O AIR \ D \ D SPLITTER DAMPER CONDENSATE PIPE POSITIVE PRESSURE DUCT TURNING UP NEGATIVE PRESSURE DUCT TURNING UP EXHAUST AIR DUCT TURNING UP SMOKE DETECTOR AND INTERLOCKING OF - -- , A.C. UNITS SHALL COMPLY W/ NFPA 90A CD MANUAL VOLUME DAMPER FIRE DAMPER SMOKE DAMPER RETURN AIR GRILLE, SIZE INDICATED SUPPLY, SIZE AND DIRECTION OF THROW INDICATED S.A. SUPPLY AIR R.A. RETURN AIR O.A. OUTSIDE AIR S.A. DIFFUSER (SEE RIFF, SCHED,) S.G. SUPPLY GRILLE SIDEWALL R.G. RETURN GRILLE R.R. RETURN REGISTER E.R. EXHAUST REGISTER E.A. EXHAUST AIR O THERMOSTAT - WITH HEAT - COOL, FAN ON -OFF SWITCH ACU AIR CONDITIONING UNIT AHU AIR HANDLER UNIT NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON PROJECT DRAWINGS, TAG 0 © 0 © 0 0 0 DESIG, EF -1 TYPE SIDE —WALL GRILLE MOD 272 FS CEILG. DIFF, MOD, TDC CEILG. DIFF, MOD. TDC SIDE WALL GRILLE MOD. 8R CEILING DIFFUSER MOD, TDC RETURN REG, MOD 4 FL RETURN REG, MOD 25 RS RETURN REG. MOD 25 RS RETURN REG. MOD 25 RS RETURN REG, MOD 25 RS DOOR RETURN GRILLE MOD CT -700 AREA SERVED M. BATHROOM LOCATION ROOF CFM 80 DIFFUSER SCHEDULE BASED ON TITUS E,S,P, 0.125 SIZE 16x8 12x12 450 9x9 6x6 6x6 30x30 72x14 12x10 2000 4200 500 18x14 10x10 10x10 CFM 500 INTERLOCK WITH 375 75 100 1 - PROVIDE W/ LEK -TROL SPEED CONTROL 2 - PROVIDE WITH BACK DRAFT DAMPER 3 - PROVIDE WITH FACTORY SUPPLIED UNIBEAM ROOF CURB 4 - PROVIDE WITH INTEGRAL DISCONNECT SWITCH 5 - PROVIDE WITH WALL GRILLE AND INSECT SCREEN 900 260 100 210 THROW 4W 2W 1— PROVIDE WITH OPPOSED BLADE DAMPER FOR VOLUME ADJUSTMENT, 2— PROVIDE WITH VOLUME EXTRACTOR ( SEE GENERAL NOTES), 3— PROVIDE WITH BEVELED BORDER TYPE H.P. (AMPS) 1/4 HP WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE AL VOLT /PH. 115V/10 FINISH1 REMARKS1 WHITE 1,2,3 WHITE 1,3 DRIVE DIR, 1,3 1 1,3 1 1 1 1 1 EXHAUST FA\ SCHEDULE MFGR, NUTONE MODEL No. QT -80 REMARKS 1.2,3 No. ARCHITECTURE ENGNEERING PLANNING l MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * *** FLORIDA 305. 573. 3010 H H z 0 Project Tit!? Revisions: Dote Project No. CAD File No. Drawn: A.H. Checked: Reviewed: A.F. Dote: 4 NOV 2004 Bode: 1 : 4 Drawing Title Drawing No. AC. Sheet A/C PLAN G -RAL SP CIPICATI \S L ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND COMPLETED IN A FIRST CLASS WORKMANLIKE MANNER, ANY MATERIALS INSTALLED, WHICH SHALL NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, SHALL BE REMOVED AND REPLACED WHEN SO DIRECTED BY THE ARCHITECT /ENGINEER AT THE CONTRACTOR'S EXPENSE, 2, NEW DUCTWORK SHOWN IS SCHEMATIC, PLAN ROUTING OF DUCTWORK AND COORDINATE LOCATION OF DUCTS AFTER INSPECTION OF EXISTING CONDITIONS AND BEFORE FABRICATION. SLIGHT VARIATION OF ROUTING AND/OR CONSTRUCTION SHOULD BE ANTICIPATED AND IS EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY EXCUSE HIM FROM THE OBLIGATIONS AND RESPONSIBILITIES OF THIS CONTRACT. 3. ANY CONFLICTS OR DISCREPANCIES ON THESE DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT /ENGINEER DURING THE BIDDING PERIOD FOR RESOLUTION. OTHERWISE, ALL SUCH CONFLICTS OR DISCREPANCIES SHALL BE RESOLVED AT THE CONTRACTOR'S EXPENSE. 4, ALL CONTROL WIRING SHALL BE PROVIDED BY THE CONTRACTOR. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES FOR CLEARANCES AND USE OF AVAILABLE SPACE. 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS, 7 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF A COMPLETE MECHANICAL SYSTEM, READY FOR CONTINUOUS AND SATISFACTORY OPERATION BY THE OWNER, THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, INCLUDING ALL LOCAL RULES AND ORDINANCES, 9. PROVIDE MANUAL DAMPERS WHERE SHOWN ON THE DRAWINGS. DAMPERS SHALL BE MANUFACTURED ACCORDING TO SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE' FIRST EDITION AND SHALL HAVE LOCKING QUADRANT WITH WING NUT. 11, ALL VENTILATION /EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF GALV, SHEET METAL, INSTALLED IN ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE: FIRST EDITION. 11, ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL, INSTALLED IN ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE: FIRST EDITION. 12. FLEXIBLE DUCTS SHALL BE UL LISTED CLASS 1 AIR DUCT, THERMAFLEX TYPE M —KE OR EQUAL, DUCTS SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE' FIRST EDITION. 13, DUCTWORK DIMENSIONS INDICATED, ARE INSIDE CLEAR AIR PASSAGE, 14, ALL EQUIPMENT AND MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER. 15, AIR DISTRIBUTION DEVICES SHALL BE OF ALL ALUMINUM CONSTRUCTION WITH TYPE #25 FINISH. ALL DIFFUSERS, REGISTERS AND GILLS SHALL HAVE OPPOSED BLADE DAMPERS IN THROAT OR NECK, MANUFACTURER SHALL BE TITUS OR PRE — APPROVED EQUAL, 16. REFRIGERANT PIPING SHALL BE COPPER TYPE 'ACR' WITH WROT COPPER SOLDER JOINT FITTINGS. SILVER SOLDER ALL JOINTS, INSULATE ALL REFRIGERANT LINES WITH MINIMUM 3/4' WALL CLOSED CELL INSUL ATION, 17. CONDENSATE DRAINS SHALL BE SCHED 40 PVC, WITH 3/4' CLOSED CELL INSULATION ON ALL INTERIOR RUNS, 18. ALL SIDE WALL SUPPLY GRILLES SHALL BE PROVIDED WITH VOLUME EXTRACTORS MODEL AG -45 BY TITUS OR EQUAL 19, THE INSIDE OF ALL VISIBLE DIFFUSERS SHALL BE PAINTED BLACK. 20. THERMOSTATS SHALL BE 7 DAY PROGRAMMABLE MOD T7300 BY HONEYWELL 21, HUMIDISTATS SHALL BE MODEL HC -101 BY BARBER COLMAN 22. MOTORIZED DAMPER MOTORS SHALL BE TWO POSITION SPRING RETURN MODEL MA -5333 24V, 60HZ, 18VA W/ ACTUATOR BY BARBER COLMAN 23, THE ENTIRE SYSTEM SHALL BE BALANCED BY A CERTIFIED TEST AND BALANCING COMPANY AND A TEST AND BALANCE REPORT, SEALED AND SIGNED BY A FLORIDA REGISTERED ENGINEER SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER OF RECORD PRIOR TO ACCEPTANCE OF SYSTEMS, 24. AT THE CLOSE —OUT OF THE JOB, THE CONTRACTOR SHALL FURNISH AND INSTALL NEW FILTERS FOR ALL SYSTEMS. 25. AT THE CLOSE —OUT OF THE JOB, T--E CONTRACTOR SHALL PROVIDE THREE SETS OF MANUALS AND OPERATING INSTRUCTIONS TO THE OWNER AND SHALL TRAIN DESIGNATED PERSONNEL IN OPERATION AND MAINTENANCE OF ALL SYSTEMS. ARCHITECTURE ENGINEERING PLANNING i MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1020 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 Drawn: Checked: CID A.N. Reviewed: A.F. Date: Scale: 1:4 00 z n2 C3� 4 NOV 2004 Q 0 Project Title. Project No. CAD File No. Drawing Title Drawipcj. N Sheet NC SECOND FLOOR PLAN o�� FIR PIPE SADDLE WASHER WELDED TO PLATE TURNING VANES WITH SHEET METAL SCREW FASTENERS 1 -1/2' DIA. THREADED ROD TO FIT HEX NUT ILT PIPE S„,PPIRT N.T.S. AIR HANDLING UNIT AVPI- R SIiF WALL ELBOW N.T.S. NOTES: REFER TO THE SMACNA DAMPER GUIDE FOR CORRECT SIZES OF ANGLE AND METAL GAUGES. DAMPER TO BE INSTALLED PER THE ABOVE GUIDE O1 RETAINING ANGLES ALL AROUND ATTACHED TO DAMPER SLEEVE ONLY AND OVERLAPPING WALL CONSTRUCTION BY 1' MINIMUM, CLEARANCE FOR EXPANSION TOP AND SIDES. 1/8' PER LINEAR FOOT OF SLEEVE TO 1/2' O3 'S' AND DRIVE WITH DRIVES ON VERTICAL SIDES, 0 ACCESS DOOR O SLEEVE MAY BE FIELD FABRICATED OR MAY BE FACTORY SUPPLIED AND ATTACHED, O6 FIRE RESISTIVE MATERIAL 0 REGISTER O8 OPPOSED BLADE VOLUME DAMPER O9 FIRE DAMPER 3' DIA, PIPE WASHER HEX NUT 5' X 5' X 1/2' FL OOR PLATE SIGHT GLASS FILTER DRYER CONDENSING UNIT REFRIGERANT PIPING SCE VATIC END BEARING N.T.S. W S' PIPE SADDLE 1 -1/2' 0 THREADED ROD TO FIT HEX NUT WASHER WELDED TO PLATE FL N,T,S, DUCT TAKE OFF BRANCH MANUAL DAMPER WITH LOCKING TYPE INDICATOR QUADRANT ( AS REQUIRED > `�- 3/8' SQ ROD SUPPLY DUCT AIR FLOW OR RETURN DUCT AIR FLOW 1/3 '✓, 4' MINIMUM SUPPLY & RETURN BRANCH CDN \ECTIDN GASKET DUCT RETURN BEND OF TRAP iRAI\ PA\ TRAP N.T.S, ill R PIPE SLPPIRT 3 X 3 X 1/4' ^H' FRAME TO BAR .N71ST� DECKF N.T.S. A.C. UNIT WASHER HEX NUT 5'X5'X1/2' FLOOR PLATE 1 INSULATION 2' 0 PIPE NAILER OOF INSULATION (BY ROYER) 77 ,..--CANT STRIP (BY ROGER) POURED ROOF DECK AND /OR INSLLATION (BY ROOFER) AIR FLOW ALL FIELD JOINTS TD BE J SEALED '✓ITH HIGH PRESSURE DUCT SEALER ( TYPICAL ) CEILLNG -- N.T,S, DRAIN CONN. NIPPLE CLEAN -OUT PLUG TEE PITCH -TAIL. PREFABRICATED ROOF CURB DETAIL \ / \ / \ / \/ PANEL DIFFUSER J V /REMOVABLE CCRE B' MINIMUM CUSHION U -BOLT THRU BOLT OFPPOSED BLADE DAMPER END OF SUPPLY BRANCH DISCONNECT Sv1TCH BACKDRAF1. DAHFER WALL PIP N,T.S, END OF SUPPLY BRANCH N.T,S, S SET SCREW CONTRA. ROD N.T.S, N.T.S. EXHAUST DUCT . TYP, ROOF EXHAUST FAN INSULATION PP_RT LAY-IN DIFFUSER -/// ✓/ R02QVABLE CORE PIPE COVERING PROTECTION SADDLE, DO NOT COMPRESS INSULATION WELDED BRACKET ..\.......------------ ALUMINUM FAN HOUSING NAILER OUMTER FLASHLNG r} ROOF INSULATION C BY ROOFER ) C NT STRIP .\ A C BY ROOFER 4 i ROOF DECK SEE ARCH, FUR TYPE I. SPLITTER DAMPER BLADE TURNING VANES SPLITTER DAMPER DETAIL MVD TURNING VANES MVD END BRANCH WITH M.V.D. N,T,S. Date: Scare: MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1030 BELLE DECOR INC. MIAMI DESIGN CENTRE 41C0 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 Checked: Project No. Revisions: Reviewed: A.F. ARCHITECTURE ENGINEERING PLANNING 4 NOV 2004 Project Title Drawing Title NC DETAILS Drawing No. AC . 3 Sheet of ARCHITECTURE ENGINEERING PLANNING MIAMI DESIGN CENTRE BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 \\ / \ - �' °' ^• (( /�'� Y Y 1L y f ' �, , rommlammolow 1- LFCTRICAL LEGEND 2X4 RECESSED FLUORESCENT LIGHTING FIXTURE Wag 1'X4' RECESSED FLUORESCENT LIGHTING FIXTURE Fl RECESSED FLUORESCENT LIGHTING FIXTURE X11 1'X2' RECESSED FLUORESCENT LIGHTING FIXTURE �___- _7.�_► , j� { �t�t[ 1 fi=t i , \-40 SURFACE r P _ 2 SURFACE MOUNT FLUORESCENT LIGHTING FIXTURE. l '�. 4��. ,sc,� 11 \j MO iJ FLUORESCENT STRIP - SEE FIXTURE SCHEDULE FOR MOUNTING AND ACCESSORIES POLE MOUNTED AREA LIGHTING FIXTURE MOUNTING HIGHT AS INDICATED DOWN LIGHT CEILING MOUNTED �� �fc (11 -� 'N� �--� r--- kimik ' '., 0 0 H _�___ 1_� ;� 0-1 N ►� J DOWN LIGHT CEILING MOUNTED ( RECESSED ) WALL LIGHT - WALL MOUNTED, MTG HIGHT AS INDICATED v 0 ✓ ,- t \?rS " 4 _1 V NIGHT LIGHTING - WALL OR CEILING MOUNTED TRACK LIGHT W/ TRACK HEADS EMERGENCY LIGHT WITH BATTERY BACK -UP; WIRE TO UNSWITCHED LEG. EXIT SIGN WITH BATTERY BACK -UP; WIRE TO UNSWITCHED LEG. ViLMILMKIKiiaiblk t t t 4 Ci r== `I FLUORESCENT LIGHTING FIXTURE ON EMERGENCY CIRCUIT Z �T� H Q re p am-.. EN FLUORESCENT LIGHTING FIXTURE ON DIMMER OR NIGHT LITE CIRCUIT AS NOTED. 120V -20A TOGGLE SWITCH - 43" AFF. X = 2 -2 POLE, 3 -3 WAY, 4 -4 WAY, D- DIMMER, K -KEY, F -FAN SPEED CONTROL, P- SINGLE POLE W/ PILOT LIGHT MOUNTED 43" AFF., M -MOTOR 20 AMP, RATED. 120 ✓ -2QA CUPLEX rECEPTACLE - 13 Arr OR AS NOTED —1 \X f 6 :1\I: 120V -20A DUPLEX RECEPTACLE MOUNTED " ABOVE COUNTER. 1 W 20 `✓ -20A DUPLEX RECEPTACLE - ISOLATED GROUND TYPE S IG ITH SEPARATE GROUND WIRE BACK TO PANEL 120V - -20A DUPLEX RECEPTACLE - WEATHER PROOFED : 120V -20A DUPLEX RECEPTACLE -WITH CRA,UND FAULT INTERRUPTER PROTECTION AND GROUND WIRE TO PANEL al 120V -20A DUPLEX RECEPTACLE -FLOOR MOUNTED • hGFI , i 120V -20A QUADRUPLEX RECEPTACLE - MOUNTED 13" AFF. M ULTI- OUTLET ASSEMBLY 3 �, SPECIAL PURPOSE RECEPTACLE -MOUNT AS REQUIRED FOR EQUIPMENT CONTRACTOR TO MATCH EQUIPMENT PLUG WITH RECEPTACLE (REFER SPECIFICATION SECTION 16134) O JUNCTION BOX WALL OR CEILING OR SURFACE MOUNTED Project Tt!e h TELEPHONE ` , 1 1■1 1 1 1 1 1 1 111111111 1 J JUNCTION BOX - FLUSH FLOOR MOUNTED ` OUTLET - 56" AFF OR AS NOTED -SUB 3/4" ; , CONDUIT INTO CEILING Fil TE LEPHCNE OUTLET -FLOOR MOUNTED Ell' DISCONNECT SWITCH - TYPE, SIZE AND FUSE AS NOTED El STARTER, SIZE AS SHOWN CONDUIT CONCEALED IN WALLS OR CEILING I � . -RUN CONDUIT CONCEALED IN SLAB, BELOW e ., 9 -RUN GRADE v MA FLEXIBLE CONDUIT ` . ,4104 ELECTRICAL DISTRIBUTION PANEL • SEAL EEES ELECTRICAL BRANCH CIRCUIT PANEL No. Revisions: Date T DRY TYPE TRANSFORMER , {- I TC TIME / CLOCK ❑DS DOOR STRIKER DO PUSH BUTTON �- CABLE/TV E/ C INTERCOM Drawn: A.H. ,, s::.' ' ._ , v ,.. • v -4- .:t - "lk - .." `x`'$ - r #:. 'i S SURGE PROTECTED COMPUTER OUTLET 13" AFF CC OR AS NOTED. SUB 3/4" CONDUIT INTO CEILING. OS LOUDSPEAKER CEILING OR WALL MOUNTED MOTOR -SEE EQUIPMENT SCHEDULE FOR SIZE k S YMBCL 8 BUZZER W/ TRANSFORMER Y:Lt �. 1 - . �.:t E-if. •2o- x 7 - '' ,t ; - - Y ..' : i '.. y "+{ . 7 y Checked: Reviewed A.F. 1. Date: 4 NOV 2004 Scale: 1 1 ' 4 Project No. CAD He No. N 0 TE S : --Y THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON PROJECT DRAWINGS; HOWEVER, WHEREVER THE SYMBOL ON THE PROJECT DRAWINGS OCCURS, THE ITEM SHALL BE PROVIDED & INSTALLED BY THE ELECTRICAL CONTRACTOR, DO NOT SCALE DRAWINGS; FOR PARTITION LOCATION, CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. Drcwing Title ELECTR' PLAN . Drawing No, - Sheet /' Qy ,,:., of Y / •j _ 01 WIRE GND. COND. APPLICATION LOAD CIR. BRK. A B C BRK. CIR. LOAD APPLICATION COND. GND. WIRE 10 3 1 -1/2" AHU 1 5.5 1 50/1 20/1 2 0.6 LIGHTS 1/2 12 12 3 40/2 4 4.5 DRYER 3/4" 6 3 10 i 1 -1/2' ACCU 1 3.5 5 50/1 6 7 50/1 6 $ RANGE 3/4 6 3 12 12 1/2 LIGHTS .03 9 20/1 10 12 12 1/2 .03 11 20/1 20/1 12 0.5 LIGHTS 1/2 12 12 12 12 1/2 1.3 13 20/1 20/1 14 0 1/2 12 12 12 12 1/2 �� 1.0 15 20/1 20/1 16 0.5 1/2 12 12 12 12 1/2 APPLIANCES 2.7 17 20/2 20/1 13 0.5 1/2 12 12 12 ` 19 20/1 20 0.5 �r 1/2 12 12 12 12 1/2 EXH,FA.NS 2.7 21 20/2 20/1 22 0.7 RECEPT'S 1/2 12 12 12 23 I 20/1 24 0.7 1/2 12 12 12 12 1/2 REFRIG. 0.7 25 20/1 20/1 26 0.7 1/2 12 12 I I 3/4 EWH 4.5 27 40/2 20/1 23 0.7 29 20/1 30 0.7 12 12 1/2 RECEPT'S 0.5 31 20/1 20/1 32 0.7 -...� V �/ 10 3 1 -1/2" AHU 2 3 5 33 20/1 34 0.7 S.DETS 1/2 12 12 35 20/1 36 0.4 GF1S 1/2 12 12 10 3 1 -i /2" ACCU 2 3,' 37 2 /i 33 o. 5 L.1 ei H---s S/e i 2 i2 39 40 1 41 42 1 : 4 ' NI tfRa L ( cl) r i- .:. ..,:1,E6,44_.-4 'c: - m ( ::t ; " c;Lo ti (;-4? p -lb ; f-E4. , &tj I , C / ,V .3 . -t�Z A vr NAt, - ' 0. 0 ttMc. (3 1. t t(-1:.,1)- 4 t 4-, Vt "T V- tyq PANEL "A LOCATION NOTED TYPE SQ.D. 'NQOD' MAIN LUGS MAIN BREAKER X AMPS 200 VOLTS 2o; 1 %`? - PHASE 1 WIRE 4 SINGLE POLES 4 2 A.I.C. RATING 22,000 FEEDER SIZE (3 ) # 1/0 - 111w IN 2 - 1/2" C. FEED / TOP X BOTTOM X MOUNTING / SURFACE X FLUSH CABINET / STANDARD X COLUMN WIDTH SECTION #'S 1 TOTAL KW LOAD ' y],1 l 0 , Y/\jtiI'S ELECTRICAL PANEL SCHEDULE N ;) r 4 (: & 4 ��'Z:a N i S SPECIFICATIONS THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, TAXES AND OTHER FEES AS REQUIRED FOR A COMPLETE JOB. THE CONTRACT DOCUMENTS INDICATE THE EXTENT AND GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE DOCUMENTATION, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE INCLUDED. THE WORK SHALL BE OF FIRST CLASS QUALITY. THE CONTRACTOR SHALL PROVIDE A GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS, OR EQUIPMENT FOR A MINIMUM OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. ALL MATERIALS SHALL BE NEW, SHALL BE UL LISTED FOR THE INTENDED PURPOSE, SHALL BE APPROVED BY THE LOCAL CODE ENFORCING AUTHORITIES, AND SHALL BE OF COMMERCIAL GRADE. IF ANY DEPARTURES FROM THE CONTRACT DOCUMENTS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAIL OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THIS MUST BE DONE AS SOOM AS POSSIBLE AND WITHIN TEN (10) DAYS AFTER AWARD OF THE CONTRACT. NO SUCH DEPARTURES SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EQUIPMENT SIZES AND SHALL COORDINATE THOSE SIZES WITH THE OTHER TRADES BEFORE PLACING ORDERS. THE CONTRACTOR SHALL WIRE AND CONNECT ALL MOTORS, STARTERS, CONTROLS OR OTHER ELECTRICAL ITEMS PROVIDED BY THE OTHER TRADES. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL ELECTRIC AND TELEPHONE UTILITIES. ALL FUSES SHALL BE TIME- DELAY, CURRENT LIMITING, CLASS 'RK" (0 -600A) OR CLASS L (600- 6000A). FUSES SHALL BE SIZED AS SHOWN ON THE DRAWINGS. ALL WIRING SHALL BE COPPER, EXCEPT AS NOTED, THE MINIMUM SIZE SHALL BE #12 AWG. THE INSULATION SHALL BE THHN, THWN. ALL WIRING SHALL BE IN CONDUIT. (."LA1 tit:eiA, L+.11 AL(..7 -$ WVtEiete. ALL GUTTER AND WIREWAY SIZES SHALL COMPLY WITH N.E.C. ARTICLE 362 -5 AND TABLES 373 -6(A) k (B). ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER SHALL BE WEATHERPROOFED. CONDUIT EXPOSED TO THE WEATHER SHALL BE IMC OR RIGID GALVANIZED STEEL. FLEXIBLE CONDUIT SHALL ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. NO CONDUIT SHALL BE RUN IN THE DUCTWORK. ALL EMPTY CONDUITS SHALL HAVE NYLON PULL CORDS. ALL CONDUITS THROUGH THE ROOF SHALL PENETRATE THE ROOF USING PROPER APPROVED FLASHING. ALL UNDERGROUND CONDUIT SHALL BE HEAVY WALL GALVANIZED STEEL ASPHALTUM PLATED, AND WRAPPED WITH ANTI- CORRISON TAPE (SLIPKNOT NO. 220 OR EQUAL) OR SCHEDULE 40 PVC WITH PROPER SIZE EQUIPMENT GROUNDING CONDUCTOR. ALL SWEEPS AND ABOVE FLOOR EXTENSIONS SHALL BE HEAVY WALL GALVANIZED STEEL. CONDUIT SEALS SHALL BE USED WHEREVER THE CONDUIT PASSES THRU THE FLOOR OR GRADE. ef t No. Drawn: Checked: Date: Scale: Project No. CAD File No. Drawing Title Drawing No. Sheet ARCHITECTURE ENGINEERING PLANNING a a MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 10 10 BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 PT1 Revisions: A. H. Reviewed: A.F. 1:4 Project Title 4 NOV 2004 E .2 � y , Date 4 ' I ELECTRICAL SEW FLOOR WIRE GND. COND. APPLICATION LOAD CIR. BRK. A B C BRK. CIR. LOAD APPLICATION COND. CND. WIRE 10 1 1 - 1/2" AHU 1 5.5 1 50/1 20/1 2 0.6 LIGHTS 1/2 12 12 3 40/2 4 4.5 DRYER 3/4" 6 1 10 i 1 - 1/2" ACCU 1 3.5 5 50/1 - 6 7 50/1 6 S RANCE 3/4 6 I 12 12 1/2 LIGHTS .0i 9 20/1 10 12 12 1/2 .03 11 20/1 20/1 12 0.5 LIGHTS 1/2 12 12 12 12 1/2 1.3 13 20/1 20/1 14 0.5 1/2 12 12 12 12 1/2 --....,..--• 1.0 15 20/1 20/1 16 0.5 1/2 12 12 12 12 1 /2 APPLIANCES 2.7 17 20/2 20/1 1i 0.5 1/2 12 12 12 ., 19 20/1 20 22 0.5 0.7 t`�% ; RECE T'S 'c /2;, ; /2 12 12 y 1 12 12 1/2 EXH, FAN S 23 21 20/2 20/1 12 .. J 23 y � 20/1 24 0.7 � 1/2 , 12 1 12 12 1/2 REFRIG. 0.7 25 20/1 20/1 26 0.7 1/2 12 12 3/4 EWH 4.5 27 40/2 20/1 25 0.7 29 20/1 30 0.7 12 12 1/2 RECEPT'S 0.5 31 20/1 -- - 20/1 32 0.7 10 S 1 - 1/2 " AHU 2 1.5 33 20/1 34 0.7 S.DETS 1/2 12 12 35 20/1 36 0.4 GFIS 1/2 12 12 10 i 1 -1/2" ACCU 2 2.5 37 35 39 40 41 42 ELECT 1:4 MOUNTING / SURFACE X CABINET / STANDARD X TOTAL KW LOAD 26.3 PANEL LOCATION NOTED TYPE SQ.D. 'NQOD' MAIN LUGS MAIN BREAKER VOLTS 120/201 PHASE 1 WIRE 4 SINGLE A.I.C. RATING 22,000 FEEDER SIZE (3 ) # 1/0 THW IN 2 -1/2" C. FEED / TOP X BOTTOM X FLUSH COLUMN WIDTH SECTION #'S 1 42: 200 ;' % CvcY7 '// ELECTRICAL PAW: SCHEDULE SPECIFICATIONS THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, TAXES AND OTHER FEES AS REQUIRED FOR A COMPLETE JOB. THE CONTRACT DOCUMENTS INDICATE THE EXTENT AND GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE DOCUMENTATION, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE INCLUDED. THE WORK SHALL BE OF FIRST CLASS QUALITY. THE CONTRACTOR SHALL PROVIDE A GUARANTEE AGAINST DEFECTIV WORKMANSHIP, MATERIALS, OR EQUIPMENT FOR A MINIMUM OF ON ( ) FROM THE DATE OF ACCEPTANCE. x r ALL MATERIALS SHALL BE NEW, SHALL BE UL LISTED FOR THE INTEN ED PURPOSE, SHALL BE APPROVED BY THE LOCAL CODE ENFORCING AUTHORITIES, AND SHALL BE OF COMMERCIAL GRADE. IF ANY DEPARTURES FROM THE CONTRACT DOCUMENTS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAIL OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THIS MUST BE DONE AS SOOM AS POSSIBLE AND WITHIN TEN (10) DAYS AFTER AWARD OF THE CONTRACT. NO SUCH DEPARTURES SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EQUIPMENT SIZES AND SHALL COORDINATE THOSE SIZES WITH THE OTHER TRADES BEFORE PLACING ORDERS. THE CONTRACTOR SHALL WIRE AND CONNECT ALL MOTORS, STARTERS, CONTROLS OR OTHER ELECTRICAL ITEMS PROVIDED BY THE OTHER TRADES. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL ELECTRIC AND TELEPHONE UTILITIES. ALL FUSES SHALL BE TIME - DELAY, CURRENT LIMITING, CLASS 'RK" (0 -600A) OR CLASS L (600- 6000A). FUSES SHALL BE SIZED AS SHOWN ON THE DRAWINGS. ALL WIRING SHALL BE COPPER, EXCEPT AS NOTED, THE MINIMUM SIZE SHALL BE #12 AWG. THE INSULATION SHALL BE THHN, THWN. ALL WIRING SHALL BE IN CONDUIT. ALL GUTTER AND WIREWAY SIZES SHALL COMPLY WITH NEC ARTICLE .3 BE 0 HEF } AND TABLES 373 -6(A) k (B). 7\141 r. c ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER SHALL B r 12b FEU CONDUIT EXPOSED TO THE WEATHER SHALL BE IMC OR RIGI D GALVANIZED STEEL. FLEXIBLE CONDUIT SHALL ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. NO CONDUIT SHALL BE RUN IN THE DUCTWORK. ALL EMPTY CONDUITS SHALL HAVE NYLON PULL CORDS. ALL CONDUITS THROUGH THE ROOF SHALL PENETRATE THE ROOF USING PROPER APPROVED FLASHNG. ALL UNDERGROUND CONDUIT SHALL BE HEAVY WALL GALVANIZED STEEL ASPHALTUM PLATED, AND WRAPPED WITH ANTI - CORRISON TAPE (SLIPKNOT NO. 220 OR EQUAL) OR SCHEDULE 40 PVC WITH PROPER SIZE EQUIPMENT GROUNDING CONDUCTOR. ALL SWEEPS AND ABOVE FLOOR EXTENSIONS SHALL BE HEAVY WALL GALVANIZED STEEL. CONDUIT SEALS SHALL BE USED WHEREVER THE CONDUIT PASSES THRU THE FLOOR OR GRADE. • • No. Drawn: BELLE DECOR INC. MIAMI DESIGN CENTRE 4100 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 573. 3010 Checked: Date: Scale: Project No. CAD File No. Drawing Title Sheet ARC H ITECTU RE ENGINEERING PLANNING MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 10 AO Revisions: E.2 A.H. Reviewed: A.F. of z C\1 4 NOV 2004 1 :4 ELECTRICAL SECOND FLOOR PLAN Drawing No. 0 Project Title Date