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PLANS
10050 N. ,7„ E. 4 0 6( =DING _�:/oNMA.0 cps R .'IST2 TICK C EIZL S C.7.1 cf STATE OF FLORIDA Car=2TION (CpER) s- am 'R IS'mATION AND DADE COUNTY COMPET&NCY LICE1_SE C.oy of currant CC. PATICi L LICENSE =_cii count: c_ mun_c_...a1iti where business is locate''. - - C.--ti_fi`te of Insurance for I.r ,IPTr,rTY (addres_ f to u _r‘i Sac__s Village). Certificate of Insurance for WORKER'S COMP (addressed to dame ShoresVillage) or if exempt State of Florida L Form ECM-204, Construction :nd s` Notice of Election to be Exempt. Permit Application (signed by reason performing the work, licensed contractor and the property owner, both signatures notarized) . sets of plans /dra signed and sealed by registered architect or engineer. Occupancies by GrouT Classificat ion must be on plans and cermit application. All plans must include folio ncmber and property dress. Amended plans, in addition to the above, must also include the pe=i t number. Structrsal Calculations signed and sewed by architect or engineer when acolicable. PLEA-SE SUEtfIT EVERYTIMNG r WC D OFF arr survey of the property. LLD .5G-14LeLj2Qe Certificate o sealed by Surveyor. tial rrrovenents Checklist (contractor cr owner) . our sets of —nergy calculations, signed and sealed Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Apcmovals for roof materials, sheds, windows, exterior/garage doers, aluminum carports, scree°_n enclosures, shutters awnings, skylights, _etch doors and etc. Approvals from HRS, DADE County Imaact Fee Section, Fire Depardnent Frealth Department (when aeolir=ble). DERM Warranty Deed or Other Proof of Qc...rsfl i p if necessary. Structural Review fee ' A S D.. O Notice of Commencement ddliami c1 pores d illage F L O R I D A PLANNING BOARD AGENDA OF \I NS ).O, 947v ITEM NO. Name of Owner /Applicant P T T' t t,pc Phone No. 6 / 4 31?'' 6 Address of Property, and /or Legal Description 4 N Q\I r Nature of Request APPR -OVAL o 4 51SC .aLf}9 S+11,1Go1 Leo Present Zoning Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/ • NlA 114(i\ po4 cV.. 10 O'Zt SO 4 � � � RtGIVI ? t' . i 017f wAg ►rls B'/ Pm't ©a4 owtf . . Council Action Required Date of Applicant Notification Planning Board Action 1�r p (aJtri4 v Council Action D 1 -p 7)0)66ti WN, Director of Building and Zoning June 29, 1982 Mr. Attila Bese 440 N. E. 91st Street Miami Shores, FL 33138 Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 ATTENTION: Mr. Leslie R. Forney Village Manager RE: Iozia Case #81- 183 -003 Dear Mr. Forney: I request my name be placed on the agenda for the next Village Council meeting. Best Regards, ATTILA BESE The purpose of this request is to appeal the decision of the Planning and Zoning Board to deny my request for a variance to permit a fiberglass shingle roof on my home. This roof was existing at the time I purchased my home, no lien had been placed on the property to alert me of any problem. To require me to install a tile roof at this time will impose a severe financial hardship on me. 41iami Jhores F L OR 10 PLANNING BOARD AGENDA OF October 21, 1999 ITEM NO. 7 Name of Owner /Applicant John & Rebecca Wyatt Phone No. 759 - 3355 995 - 2258 work Name of Architect/Contractor None Phone No. Address of Property, and/or Legal Description 440 NE 91 Street Nature of Request Approval of appeal to Building Official's denial of building permit. Plans are complete but do not have the seal and signature of a registered architect or landscape architect. Present Zoning R - 20 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change Council Action Required Planning Board Action DENIED 10/21/99 Council Action 4,1,4t,07 Director of Building and Zoning October 2, 1999 Building Department Miami Shores City Hall 10050 NE Second Ave. Miami Shores, FL 33138 To Whom it May Concern: I am writing this letter to request consideration of a building permit filed in late September for a freestanding arbor I would like to construct in my backyard. I supplied photocopies from the book "Patio Plans" published by Ortho Books and obtained from the Miami Shores Library. I was informed that my permit was denied unless I had an architect re -draw the plans and sign them. I have been in contact with Ortho Books/Meredith Publishing to discover the origins of the plans in their book. The original design was from a book entitled "How to Design and Build Patios" and the arbor was designed by Walter Eden, an architect in southern California. The original arbor was simplified and redrawn using a CAD program and published in the 'Patio Plans" book. The arbor is a very simple design, and detailed drawings show all the necessary dimensions, a list of all materials to purchase, and step -by -step instructions showing exactly how to construct it from start to finish. I fail to see what a local architect could add to the process that would make this arbor design any more complete. I have a letter from Meredith Publishing that confirms the origins of my plans and copies of both books. I would appreciate the consideration of my request by the Building Dept. at their Oct. 22 meeting. I understand the importance of having detailed plans before embarking on any building project and I am confident that all the necessary information required can be found in the book. In addition, my father, who has contracting and building experience, is going to assist and supervise the construction. Hiring an architect to simply copy the plans from the book would be an unnecessary expense and add nothing useful to the process. The construction of this arbor will add a decorative element to my backyard and provide a shady spot to sit. I plan to paint it with a wood sealer in a dark green color so it will blend nicely with the existing landscaping. The structure will not be visible from the street or the neighbors' backyards due to an existing fence and shrubbery, and I foresee no negative impact on the neighborhood if this arbor is built according to plan. Sincerely, Rebecca Wood Wyatt 440 NE 91 St. Miami Shores, FL 33138 305/759 -3355 (home) 305/995 -2258 (office) uu CORPORATION 1716 Locust Street Des Moines, Iowa 50309 -3023 515 - 284 -3000 September 28, 1999 Ms. Becky Wyatt 440 NE 91s Street Miami Shores, FL 33138 -3151 Dear Ms. Wyatt: Thanks for your interest in the arbor shown in our book, Ortho's Patio Plans. The illustration and framing plan were drawn by a freelance designer, who uses a Computer Aided Design computer program, the same type of CAD program utilized by many architects today. am enclosing an older Ortho book, How to Design and Build Patios, which shows a similar arbor in California. It was designed by Walt Eden, an architect in San Clemente, California. I hope this information has been of help to you. Good luck with your project. Sincerely, Larry . rickson Execu ive Editor Orthos Books Magazine Publishing 0 Book Publishing 0 Television Broadcasting ° Integrated Marketing A 90, c I Q Iv � 1r X' ,L LOT ll .4 "2" Lee I v BEARINGS HEREON OF ANY) ARE REFERRED TO AN ASSUMED VALUE OF FOR THE SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: X i• M IZ I II = t 7 II IQ II 11 a 7 7-- 13 • 141 I 0 Ifs 17 Iii i°) Zo • F.B. NO. LEGAL: DESCRIPTION LOT 7 dtlb SUBDIVISION: 10 12 ACCORDING TO THE PLAT THEREOF AS OK OF THE PUBLIC RECORDS OF 06070- LOCATION SKETCH SCALE 1"= 107 41". o �i Jo4411 WYATT kiyArr T 1-1 0v17 OAT IO t -LAIC ITte COI1 pf/t4' TITI.� INSN t�I. �-tio 1 t+G.: WMG viof4jc ke ‘()FtP. SURVEY CERTIFY TO : If'' Su66 yDrci Ai-1010f, AciIGlJci, 41 MA • THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FOR: JQ14f (`� GA TT 4 JOB NUMBER ° Y107 - 07 DRAWN BY: DATE OF THE FIELD SURVEY rj I — 7 r7 CHECKED BY: 1-15 1,1 VATT �. ArEr-P17 REVISION DATE: SURVEYOR'S NOTES: LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN EXAMINATION OF THE ABSTRACT OF TIRE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, IF ANY AFFECTING THIS PROPERTY . FENCE OWNERSHIP BY VISUAL MEANS ONLY (IF ANY), LEGAL OWNERSHIP NOT DETERMINED. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. CENTER UNE e = PROPERTYLWE F A =RIGIR•F•WAY C.LF. =OMAN LID( FENCE W.F. = W000EN FENCE RES. .RESIDENCE FJ.P. •tOUNO IRON PIPE S.R.8 RSEf RE•BAR C.8. .CHORD BEARING AREAS .MEASURED S.N30 =SET NAIL & DISC F.N. =FOUND NAL ABBREVIATIONS OF ANY c :CLEAR ENC. =ENCROACHMENT C.B.S. =CONCRETE BLOCK STRUCTURE CONC. CONCRETE =DIAMETER O.M.E. = DRAINAGE MAINTENANCE EASMT. S.I.P. . IRON PIPE F.O.H. =FOUND DRILL HOLE A/C =Aft CONDITIONING UNIT REC. =RECORDED F.N.3O =FOUND NAIL & DISC F.C.N. =FOUND CUT NAL APPLIED) U.E. W.M.E. fIL PROP. COR F.H. EASMT. F.R.8. S.O.H. CALL. F.S. FAD F. = UTILITY EASEMENT =ALL MANE &CFwiMf EAS.IT. =MONUMENT UNE =PROPERTY CORNER =FIRE HYDRANT =EASEMENT =FOUND RE-BAR =SET ORLL HOLE =CALCULATED FOUND SPIKE =RADIAL =FOUND (TYP) =TYPICAL A T PAGE 1 0 I E. BELTRAN &ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHORIZATIO �. MBER LB 5233 ERNESTO BELTR N PROFESSIONAL SU STATE OF FLORID DATE: BLOCK 1 COUNTY, FLORIDA. EYOR & MAPPER NO. /1385 NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND EMBOSSED RAISED SEAL. 5 z5"25o . .5002 • ..:202 8/2 / /0 .9 7 , 6 4. 1 4 2 - 62 5.03' /._ Q /.Q /5 /c /8 /Y 20 2/ 22 2 3 e:s7 N 5..19 X02' Coo , Order #14341 F. B. #57 - 59 N Z t .90 th /* VW' SKETCH OF SURVEY For George Duvall BISCAYNE ENGINEERING COMPANY Civil Engineers Miami, Florida By 5T BISCAYNE G. EERI COMPANY ne R =!'is,ered Engineer #145 Registered Surveyor #46 STATE OF FLORIDA WE HEREBY CERTIFY: - That the attached "SKETCH OF SURVEY" of the above described property is true and correct to the .best of our knowledge and belief as recently surveyed and platted under our direction; also that there are no encroachments other than those shown. Sec' y LL, ro r Lot 10 and the East one -half of Lot 11, Block 1, EL PORTAL, according to . the plat thereof recorded in Plat Book 9, at Page 101 of the Public Records of Dade County, Florida. Oct. 13, 1947, Scales Shown INN II, i ro 1-16414 rl 0 1' P'Rap9-..6t) tdev,i P.0 f y J1• NIf not,' c).6 A is t:1 _ , t 6 0 0 e) ,t .61:4,. oi-? --) k el 1 1 ) c. 17 ,' ,_„---T-Tcr., , , , 11 -- II ----- r --- .4 I F • i -c --r LI1J1 @J K`a ,( - t -SP ra el. t. F P. Ai - in t (fr: IT- of r i '-, 1 --- :/ 14106 6244, ;42AL- r - gi 0 (/ 1 - ro :-)., es. PEAsi pi) _ 2,(4 tAjo)p ,1621, OjC., < ta _ ‘,1 1 • E.-A1It-16 0q A..kie.) 1 9.10 s) asp 4 .6 1 Luj I ; — 11 F l 0 . 6,, 1 Al) - ‘• govir )vR. (.0 Li (e aVe.:11.AN6 je 1D . _ "r! r .4 . 4 ;3-■11 s r:--= 1. 4. 41 1 -101“19 < A1-9111/4.1( -/:=4N/f. I =If A002 Jo f•,1* . ro /NT (,) --- c-----J L 1 D t rz 5,0 -:. 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P :) LJ A p. 1 r .f 1 .-c):-;R„ A--)IA t.1.61 t, FLAT- -) , :5.trff (/11:.; 1-AL T - r 9 - )E6 fly) e_rt-t 0 ‘ \ e , ti ) ------- rt ; 0 0 4 1 hj: pi i P 17Greee.),) tPrlitall NtO ei A V00/001000 -1, \A 11. L 5 tsTAL, AN.16 Ai , A3''' , 4 1.; X, ),, -e--, 'e(;).1 it .4-1/ reify, !..v.,/:—.29_,......—sr) .'.7.-*.!:-' P. ICA . I - j- - 'A < ', T-'xr. i -.. =41-' c yi! i. d- to(' td 6L0f.;1/016, vi/i/4'f Res e, iktfe, 4-(re—so , L A ;1 \i• -0 . 1 41 , 1 1 ± v 1 'N....: lir;51 1 i '. '--:-',\\ `,; -1 N co .4c, - 3 • .11 1 1 °F I c)./;f21.1 ei(pl)lo 1 440 1\1E— M F. 0 I 0 r - `EKE MIT OF BOUND/1W SUwwVEY l • • • NI ,-- ‘j ' . .,r 71 14... r'J L. I e l •.' � • r {a '• . . r J ' ! , c. ' ,ft V. ci / 1 „ v? --0 t'r I 1 • -1/ BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF jr 'I rA ; JA t • A - r „i • • ►�v ' % I r { a . 1 fir ' Ord _ d 4:0 ��L+ k, j2; •r - -- - -- FOR THE • • r <_.- 2. ''_.. 1, i i __„_.5-, ry r r 1 11 11 L / yr i � :1 , rir I i Lf � _ _ . SAID BEARING IS IDENTICAL_ WITH THE PLAT OF RECORD ACCORDING TO THE N,F:t.i? THE SUBJECT PROPERTY FALLS WITHIN FLOOD LONE: X LEGAL DESCi11N rION Lor 7 Artb ttr'vs: A r 11-4 ) r- Lot lj BLOCK 1 SUBDIVISION: %I :9_,j- ACCORDING TO T}1E PL'\r TUERECF AS RECORDED IN F'tAr DC) Q ) Ar PAGE CF THE PUBLIC RECORDS OF r., ,rir -::� COUNTY, FLORIDA. LOCATION SKE rCFI r— SCALE 1",.- 10 1 REVISION DATE: SURVEYOR'S NOTES: '� y1N1 EA UN.E Q - i'?�Ji ERri L.NE C L.F. L .K FENCE V.F. =, A'JOCCY FENCE RES. .FE -E)M_E F.I. ?. :4' '4O :►:N i'.FE S.A.B {T F E :h1 C.B. =L +O SEh13,.'x3 L+E55 3U.ID S.'.SO =SET VA .& D.SC F.V. =- FC +..•F01n0. 1 \ ar 11. ?A- 2 p DATE OF THE FIELD SURVEY I I� t 11 l> F.B. NO. I ' 1 CHECKED BY: % LEGAL CE :.'i:7TKV AAS FL£pNS -$D SY CLINT. .'10 I,NCEi„'Yy FO iss TALLA;KNS OR ;di RCVE.SENTS FJF.tiE DEEV LOCATED, EXCEPT AS tO1ED T{EiE AF,E `rD •S'.JLE E'X'.r,y;,'!,1ENTS CT:ER T'rAN TK E :£FC ANt EXV.INATK"1 OF r:E ABS1RY_T OF TITLE .Y1L1 HAVE TO DE MACE TO CEI Ei.!.1.•.E RECORDED .NST'�?L9.1ENT ,F ANY AFF ECTJIO i s rReCFEnTY. 1 4r 17 FENCE .h.,TAR !? BY V.;...AL'.TEANS ONLY (iF ANY), LEGAL L\.-? 'JOT CI'. EF,..1,NED. LEGAL •ESCR.•TK•1 SVB:ECT TO ANY CEO ATKV, LMATATK.NS, F•ESIRICTtONS, RESEMATKNS CA EASE.'JENTS CF RECORDS. A.2$REV1ATIONS (;F ANY APPL ED) % - ?i. EAR U.E. �'JT U EASEMENT INC:. =E:K ROAD VENT- N.M. E. - ./11!,Vta.. & r• •t. EAJAT. C.B.S. K'K.F'E1E :ICCK ST ;4U:1141 ` . :F.K."r 14 NT 1_,`:E P CirG`M. = ETE i1 iO CCa -i tOi ENrr COINER D ='C,n.'.'E1 EA F.H. .F.,E NYCPftANT D.M.E. =- ,A,.N.Y_:E !M.N1 E ANCE EAC!AT. EAS.AT. =- EASINE.NT S.t.P. =`_..ET NK• P +'E F.A.B. - FOUNO1E F.D.N. -- T O SF9L1 i if S.D.N. =SET CPoLL.',TOLE A/C :. OONOtT KN: M '.AWT CALC. =r-.ALC-.AJJ ED F.1C. :R<ECC..' +C 4.0 F.S. -F-O Ti0'i;t.E F.N. S0 - FVC,N0 lei S O!:: FJ•O =- F,AD:AL F.C.M. =-(-C' iO CUT VIE F. ..t-01..4•40 (rrS) = Pa' CAI DATE: NO Z> FOR: ��'l�f J < � ) < ) j �� �� r r . ? r �ir1 i'/ft r JC8 NUMBER _ r / 1 J ! CP,A:AN BY: ( I • t � � I L IVI SUi1VY CFilrlFY ( ,i.V..6r,ct)fict f�r1�►� , A'��il'�t`i r A i IMF TT,E ATTACHED SKETCH OF BOUNDARY SURVEY OF T1 ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT F:EPPESENTATION OF A FIELD SURVEY MACE LNCER MY O.RECTION ANO MEETS THE MIN,MUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PRCfESSIONAL SLRVEYCRS AND MAPPERS IN CHAP1ER 61(317.6 FLORIDA AOMINIS1RATIVE COLE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. I;. UE MAN & A$ 3OCIArI 3, INC. 12533 S.W. 30th •S riIEE MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHCAILATlON Ni.M6E11 U3 5233 ERNESTO BELTRAN PROFESSIONAL SUI111 YOR & M 4ii £;i NO. •4 -,SSS SATE OF FLORIOA �1 - '2 1- .%.)1 THIS 13 NOT A VALID SURVEY'.riT11OUT THE SURVEYOR'S ORIGINAL. SIGNATURE ANO E!A80SSEG RAISE0 SEAL. EXTG. STORAGE SHED TO STAY EXTG.TREE EXISTING 3/4' 0 WATER SUPPLY PIPE. 3/4'0 CIV APPROXiMATE LOCATION OF EXISTING SEPTIC TANK AND DRAIN FIELD TO BE ABANDONED ER SUPPLY VAL ` TO BE MOVE RELOCA 15.0' REAR SET PACK • EXTG_TREE EXTG. ELECT. SERVICE TO BE REMOVED RELOCATED 150 STUf3OUlf MOVE RELY ATED. EXTG. ONE STORY C133 RESIDENCE FP. ELEV.= 1030' NGvi EkTG. TILED PATIO TO E•E REMOVED EXSTNG SITE PI LA\, SCc 1e 1/0"=-1'=0 EXISTING WATER METER TO STAY. POWER POLE OVERHEAD ELECTRIC T0195 RELOCATED 5' SIDEWALK EXTG. ASPHALT DRIVEWAY EXTG. STREET 91 et. STREET EXTG. CONCRETE DRIVEWAY FF. ELEV.= 8.48' r,i61D EXTG. CONC. PATIO 3 EXTG. FENCE AND GATE SIDE SET BACK EXTG. FENCE AND GATE 1 D SIDE SET BACK 15' - 8" EXTG. STORAGE SHED �i tu - EXISTING 3/4' 0 WATER SUPPLY PIPE. 15' REAR SET BACK EXTG. TREE TO STAY V � FROPOSED ADDITION NEW SEPTIC . TANK I E>e17*.alltEeEtR9R3i9S Residence C RESIDENCE F.F. ELEV.. 1030' NGvD • P OPOSED Si IE Pi A\ Sc le 1/0 " =1 - 15.0' • rvtttL W.co c G+ rL; .?..;/..› I 'ror4L �Lcppecd rr G1r`LCl = L, 0 , 1 6 ' r o ( A .vLa re,c)..c c+rtcC; s Z 5 EXISTING WATER METER TO STAY. NEW LOCATION FOR OVERHEAD ELECTRIC TO BE RELOCATED PROPOSED ROOFED TERRACE 5' SIDEWALK EXTG. ASPHALT DRIVEWAY EXTG. STREET 91st. STREET EkTG CONCRETE DRIVEWAY F.F. ELEV.= 8.48' NGVD ExTG. CONC. PATIO • PROPOSED LOCATION FOR ELEC T. SERVICE a 0 EXTG. FENCE AND GATE SIDE SET BACK 5' - Existing �/I •2 DOCUMENTS. ci t.. AL. (MIN) TAN {.___ CI 2.q 1) 3AINFTET,1) _ ._�� ?. Ft (M)N) APPR�OVtGJ STATE OF FLORIDA DEP :RT ^.9Eh;T OF HE ^'_TH & P,F1115.H_IT ,0TION SERVICE` HEALTH NSI i E O'_;d ", E DISrT'L.: A'L SYS1EM ONLY I No. 0 L 1 65 2 .j / k) titJ.0 -��. Date i `,llr,(�/t ._ J - / F L +);j.MY COY lSE.. ?H( 'J1 �iil ilo l 7 om OF rri ll i iti!) M r,.T' r : 6.) 36 e' r l 1 /� 1 r - � r 1-S t P bz� AT :.VA!'; (t,. „ _i t ire RiN t 1 T 1A 1�1�����`��1 THE APPROVED SEPTIC TANK DRAINFIELD INVERT ELEVATION MAY BE THE CONTROLLING FACTOR IN 'SET :,,, 11'+ING FINISHED FLOOR ELEVATION, NOTE I SEPTIC TANK CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY OWNER OF DISCREPANCIES. ALL UTILITIES, SHALL BE RELOCATED , IF NECESSARY, TO COMPLY WITH THE REQUIREMENTS OF HRS. FOR THE SEPTIC TANK SET - BACKS. ALL UTILITY LOCATIONS, SIZES, AND SPECIFICATIONS, ETC. SHALL SE DETERMINED BY A QUALIFIED D PROFESSIONAL THESE PLANS ARE NOT CONSTRUCTION co CT) co (f) 0 M w r 1 v �c+r/ W �J L -__- 0) F-- w SCALE: PROJECT NUMBER: DATE: REVISIONS: SAVINO & MILLER DESIGN STUDIO AA0002483 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305- 538 -9082 Fax 305 - 534 -9062 All. DRAWINGS AND 1A011191 YAIIILAL APPLAAIAO I CONt11TNT11 nu OfilraAL AND UAPIA11I9NE0 1 07 SAl1/10 ► 111710! D. GS STUDIO AND W7 NU7 Ill D4_Jr_ssiD, LAM W D1A]ae0) 1111110U! TNl 0><PNE88 AMMO COMSAT 07 SA11210 e IOIlOI DOBNN BNWO 01211. 1/8 =1 1 -22 -2002 • SHEET NUMBER: 1 • • WATER SUPPLY VALVE TO SE MOVED 4 RELOCATED. Exist. Bath 1 Extg. Bedroomi 1 Extg. Bedroom 2 _4 LJ - EXTG. ELECT. SERVICE i 1 A/N Uni 2 - EX1Sl\ P1 ‘00R P1 :AN SC le= 1/4" 1_O' STUBOUT TO BE MOVED 4 RELOCATED. Extg. Bedroom 3 LJ Extg. PORCH EXISTING Scj' Footae = 1,383.3 Scj' (Habitable Space) 2 &1.5 Sci' (GARAGE SPACE) TOTAL Scr Footage = 1, 50.8 Sc' Extg. Living Room Extg. Family Room Extg. Dinning Room Extg. Kitchen EXTG. TOILET TO SE REMOVED Extg. Garage 0 APPROX. NEW LOCATION OF UJATER SUPPLY VALVE EW BATH - NEW CLOSET Ex ed oo NEW MASTER BED -ROOM EXTG. PORCH One s, or C Real en e e-- ADDITION Existing 2'— ADDITION APPROX. NEW LOCATION OF STUSOUT Existing Scj' Footage = 1,383.3 Scj' (HABITABLE SPACE) PROPOSED SQ' = 412.9 SQ' (HABITABLE SPACE) = 24.S% of' 1, &50.8 SQ' (TOTAL SQ. FEET) TOTAL PROPOSED SQ'= 1,195.5 SQ' HABITABLE SPACE PROPOSED F1 .QOR P1 .A\ SC6 le = 1 / 4 " 1 ' = � " NEW OUTDOOR TERRACE PROPOSED LOCATION FOR ELECT. SERVICE REMOVE 4 DISPOSE EXTG. PARTITION 4 TOILET RELOCATED UP- GRADED I NEW PANEL • ■ • SAVINO & MILLER DESIGN STUDIO AA0002483 LC 000208 4014 Chase Avenue 4219 Miami Beach Florida 33140 305 - 538 -9082 Fax 305- 534 -9082 SCALE: PROJECT NUMBER: DATE: 1 -22 -2002 REVISIONS: 1/4 =1 -0" SHEET NUMBER: 2 ALL DI &P1' I 010 •IOtt'E0 M 1 LAL 1PPEM10 Iizx 1 cot0Trluti ]fil OWODUL A/0 UEPU&19fir InAl W 60100 • KIM DE!GI E]VDhO UD WT 110? B! Uie0 011 DG>LILCQO "MOOT 1H1 Exptcs 0 norm COmaxl Di EATDIO • KILO DmmmX &1U1001200. co co co M W CC 0 LU 1 L w 0) Lu H 0 (I) L1 0 1 0 �.. z �- 0 X _1 L:U LL • NEW ROOF TO MATCH — EXISTNG SLOPE OF EXISTING HOUSE ROOF. FLAT TILE RED ROOF TO MATCH EXISTING. ADDITION RE- STUCCO EXISTNG UJALL TO MATCH EXISTING FINISH OF EXISTING HOUSE. EXISTING ROOF TO S REPAIRED . EXISTING r EXISTING 1 EXISTING 1/4"=1' 1/4"=1' PROPOSED EAST ELEVATION RE- STUCCO EXISTNG WALL TO MATCH EXISTING FINISH OF EXISTING HOUSE. ADDITION PROPOSED WEST ELEVATION CRICKET FLAT ROOF EXISTING ( > 3 • EXISTING FLAT ROOF TO ISE REPAIRED 4 EXTENDED OVER NEW PROPOSED OUTDOOR TERRACE ADDITION 1/4"=1' 1/4"=1' NEW ROOF TO MATCH EXISTNG SLOPE OF EXISTING HOUSE ROOF. FLAT TILE RED ROOF TO MATCH EXISTING. NEW ROOF TO BE EXTENDED. MIN SLOPE 2/3':1 -m PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION • ■ SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305 - 538 -9082 Fax 305 -534 -9082 ALL C0ATA611 ADD TRSr51 YeTTfCAL App e0A0 MR= CONtn7 V]l Ttll cADO41 UL ATD N0'UHI1RJs Iola O/ WINO t 101E2 maul MEMO AND DAT NOT Dl MUTATED, UeED Olt DOCK TTTTi0UT TAD 6Q'LO1 T,Drry CLOaltd d 9ev1110 • DILL= MAGI eTUD O 0 1294 c5 z z 0 H \ Q uJ LU SCALE: PROJECT NUMBER: DATE: 2 -21 -02 REVISIONS: 1/4" = 1' -0" • SHEET NUMBER: 3 • W-TANN-AA-N-SM-1.5 • FIRE TEST: Easily passes Class A tests to ASTM E108 and UBC Standard 15-12 witsimitimus, Galigary 2 F-MINTAN-N-RB-1.5 ' 4 - coutign N-ANTI-N-SM-1.5 All Entegra color through roof the is unsealed unless otherwise, specified. Color samples provided are as dose, as possible, to the colors of production tiles. Shade variations of tiles received on any job may vary due to efflorescence (see copy below). Be sure to review actual tile J samples for your requirements before placement of order. Roof tihts are grade from a mixture of natural products and crafted by Entegra to enhance your home investment and develop and increased beauty for your home. Because the ingredients are products of nature, the roof will go through various phases of a process knows as efflorescence. This natural process starts at the completion of the manufacturing cycle because the natural free lime, which is in all manufactured cement, when combined with water causes the cement to begin to set and harden. The efflorescence process is accompanied by the release of lime in the form of cakium hydroxide. When present on the surface of the tile and the tile is •wet, the deposits often are not seen. However; when the surface dries, a chalky white film is exposed on the surface. The tiles are all the same color, but during installation may give the appearance of shading variation because of the different phases of efflores- cence. The duration of efflorescence is depending on prevailing weather " Moisture, the elements initially responsible for the appearance of efflorescence is also responsible for its disappearance. Rainwa gradually dissolves the lime deposits and also mechanically removes the efflorescence by washing it off the roof. Your professional roof understands this process and selects tiles from all the stacks to properly blend and produce a beautiful finished roof. The quality and value of your purchase is accompanied by the bes limited warranty available. You may request a copy of this limited warranty by asking your roofer to provide purchase and installation details to Entegra. Add a romantic touch to your home with a roof tile reminiscent of classic mediterranean design. The rich color options and design flexibility will transform any house into a home to be proud of. Entegra's Estate "S" concrete tile will enhance your home's architectural style and add quality and value to your "oasis". WEIGHT IN PLACE: Installed weight per square approximately 900 lbs. Available in smooth finish only. )1 Entegra offers a large selection of blends. Featured below are just a few of the many available. L-TANN-AA-N-SM-1 .5 L-DSTN-AA-N-SM-1 .5 L-SIBR-AA-N-SM-1 .5 S-SPCL-AA-N-SM-1 .5 S-BUTT-AA-N-SM-1 .5 S-COCO-AA-N-SM-1 .5 S-PEAC-NN-N-SM-1 .5 S-PLPC-NN-N-SM-1 .5 S-LTPC-NN-N-SM-1 .5 S-DSTN-NN-N-SM-1 S-CACL-NN-N-SM-1 .5 S-TER2-NN-N-SM-1 .5 S-TER2-AA-N-SM-1 .5 S-TANN-AA-N-SM-1 .5 ienaS tO P L-TERA-AA-N-SM-1 .5 L-SPLC-AA-N-SM-1 .5 L-TANN-AA-N-SM-1 .5 S-CARM-AA-N-SM-1 .5 S-CDTN-AA-N-SM-1 .5 S-BUTT-AA-N-SM-1 .5 e S-FOGR-NN-N-SM-1 .5 S-SFGR-NN-N-SM-1 .5 S-JADE-NN-N-SM-1 .5 S-BUTT-NN-N-SM-1 S-CDTN-NN-N-SM-1 .5 S-SAND-NN-N-SM-1 .5 W-TERA-AA-N-SM-1 .5 1 .5 W-ANTI-AA-N-SM-1 .5 W-CEDR-AA-N-SM-1 .5 service. Headquartered in Southeast Florida, Entegra ships both locally and Internationally. 2 egra Roof Tiles are produced with engineered specifications from manufacturing professionals who constantly review, evaluate, test and detail our products for consistency and color, as well as public code adherence. Our rigid internal standards result in superior roof tiles we signature and proudly boast "the best"cornpared with any similar product worldwide. Our roof tiles start with the finest color pigments, mixed with premium sand and cement. The result is color completely through the tile, creating a vivid look that enhances homes of any vintage or architectural style. With a wide variety of finishes and more colors than any other manufacturer, Entegra offers endless choices that will add to the beauty and value of your home. For nearly a quarter of a century, Entegra has developed a profile of popular tile designs, while continuously expanding manufacturing facilities to keep pace with demand and customer V l KANDIA"TILE Inspiration and imagination can change a roof into a roofscape. Create this distinguished look for your home from an extensive palette of colors and textures to add visual interest. Our uncompromising commitment to quality ensures that you have cho- sen a premium concrete tile worthy of your home. Simple, sophisticated. kandia from Entegra Roof Tile. e %i i 1, e , t rSti r�r , `ter � �� r = F WEIGHT IN PLACE: Installed weight per square approximately 990 lbs. Available ill a variety of finishes. S Aeg .e S A L E S 800.586.7663 Historic mediterranean architectural design has influenced South Florida for nearly a century. You can now recreate this charming, old -world style with contemporary, long- lasting, premium quality Spanish "S" concrete tile from Entegra Roof Tile. A variety of colors and textures allows the most discriminating homeowners to create a distinctive look for their home. WEIGHT IN PLACE: luti!,lllecl ■veit,ht per square dhproyim,1Irly 1,050 lbs. A ii 1/1 hw t:i firti�he�. 7 3 „ ,e® INC 800.586.7663 Designed to create an undulating roof- scape in a sea of color to complement your home's architectural style. This aesthetically appealing tile with its rolling shape and range of hues, is designed for the discriminating home- owner. Flare and versatility along with premium, durable materials are the key to the Europa concrete tile. WEIGHT IN PLACE: In- tallrrl weight per tiyuare ipproximately 900 Ih-. Az'rail(Ihfe riHi orily- - ^. + - ,iE %ti„1^r....r• -ter ';lry.' '��r......: Jr S A L T 800.586.7663 catemoryi S-CACLAA-N-SM-1.5 .w "- .1. . • .!•14. I • , •••• • ..• * - TILE Europa Skandia PROFILES Spanish "S" TILE CODE I.D. SYSTEM The Profile F - 12' Flat S - Estate R - Barrel Cap V - V-ridge K - Rake L - Spanish W- Wave N - 9 Flat R - Round Ridfr C Half Cut 1 Flash Code See Flash List Finish Texture See Texture List (Field Tile only) Slurry Tile Color Code See Texture Lint (Field Tile only) Mail Hole Placement Inches from head (Field Tile only) Color Through Tile Color Code See color chart on back of sample Antique Code See Antique List Sealed or Unsealed N - Unsealed Y - Sealed "o. IntegraA) SALES 800.586.7663 Florida is a land of contrast rich in both traditional and contemporary architectural design. N o matter what style of architecture, you can create a distinctive upscale look to enhance the aesthetics of your home or complex, through a selection of finishes available in the Bermuda concrete tile. c olor Selections S- 3010.37- Y- SM -1.5 S- 3002.64- Y- SM -1.5 Gugay 1 S- CACL- NN- N- SM -1.5 casein 1 S- DSIN- BU- N- SM -1.5 S- 3001- 30- Y- SM -1.5 S- 3003.61- Y- SM -1.5 f S- 3011.38- YSM -1. CONTINUE S. WEIGHT IN PLACE: Installed weight per square approximately 1,107 lbs. Available in smooth and broom swept finishes. W- NTGR- AA- N- SM -1.5 Catismi 1 L- DSTN- AA- N- SM -1.5 got, 1 L•TER2•NN- N•SM -1.5 Category 2 N-INDY NN- N- SM•1.5 2 N- SPRD•NN- N•BS -1.5 Cttonam r 3 W-WHIT-NN- N- SM -1.5 { (mewl1 L-SAND- AA•N- SM-1.5 1 N- LIGN- NN- N- SM-1.5 Category 2 F FOGR NN -N BS-1 5 categgory 3 F•VANI•NN- N- SM -1.5 Category 1 F- SIBR- NN- N- TS -1.5 g F- 3001- 00- N- SM -1.5 Category 1 F•SAND•NN- N- TS -1.5 01%201 F- SMOK- NN- N- SM -1.5 1 F- TAUP- AA- N- SM -1.5 a „ S A L E S INC 800.586.7663 I I I rXTG.FENCE AND C ATE SIDE SET BAC< =kTG. STORAS E -_D kTG. TREE TO STAY FROPO_ F.F. =X„STING 3/4' D L'WAT =_R SUFPLY PPE. a' R_AR SET ?AGK NEWS PT!C.TA.N< r (3Y CT ERS) =xTG. T TO STAY ED ADDITION 1023' Nr3✓D SET BAC< r7 ONE STORY GBS �C�7}D ONCE FF. E Y.= , 0.7 3 ' Nf Vp FX,STiNG U. :ATER tETER TO STAY, NEW L OCAT ON FOR Ov =KNEAD EL_CTRC TO BE RE_OCATED PROPOSED LDCAT'.G FOR NE.J,DRAN F _LD' 429 S0.~EET (EQU RED). ( 3 Y OT���S3 FROPOS_D LOCATI FOR NEW SEPT }C TAN< 5Y5Tr. 353 SQ. FEET (REQU ED) 3.52 S0. FEET (PROVIDED) (3Y OT -ERS) , FROROS_D ROOFED TERRACE FF. ELEV.= !023' NGVD — kTG. ��' =Q POLE =kTG CONCRETE DRIVEUAY FF. EL REV.. 545' NS- VD 5 S!DEl:14L< •XTG. ASP',-■A_ DRI'rAY I .' to ' n 1 ' 9 PROPOSED LOCATION FOR EL_0T. SERVI�.E I CONS. PAT 0 XTG. FENCE AND 'ATE SIDE SET B4C< ,, h .,,,c '` - 0 J e ,VJ \ G. 1 0 1/8"=1' , H ■ w ■ z SITE PLAN 5' 35/ ZONING LEGEND: PROJECT: SINGLE FAMILY RESIDENCE - ADDITION & RENOVATIONS LOCATION: 440 NE 91ST. ST. MIAMI SHORES FL. 33138 LEGAL DESCRIPTION: LOT 7 & 1/2 OF LOT 8 OF BLOCK 1 SUBDIVISION EL PORTAL ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 OF THE PUBLIC RECORDS DADE COUNTY FLORIDA. ZONING: ZONING DISTRICT: R -17.5 MIN. BLDG. CUBAGE/ UNIT = 17,500 CUBIC FEET. PERMITTED USES: ONE SINGLE FAMILY UNIT MIN LOT SIZE: 7,500 SQ. FT. WIDTH 75 FEET MAX. BLDG HEIGHT = 30 FT. SET BACKS: FRONT 25' SIDE 10' BACK 15' OFF STREET PARKING: ONE SPACE MINIMUM EXISTING SQ FT. = 1650.80sq'X10' = 16,580 CU. FEET.(INCLUDING GARAGE) EXISTING SQ. FT. (HABITABLE SPACE) 1,383.3 SQ. FT.X 10 FT.= 13,833 CU.FT. PROPOSED ADDITION = 412.90 SQ. FT.(HABITABLE SPACE) = 24.5% TOTAL AREA W/ ADDITION = 1,796.2 SQ.FT.X 10 FT.= 17,962 CU. FT. ELIEVATION 8.68 FT. DADE COUNTY BENCH MARK NOGS -3R EXISTING GROUND FLOOR ELEVATION = 10.7 FT. NGVD PROPOSED ADDITION ELEVATION= 10.2 FT. NGVD 1 0' N.E.91 ST.STREET 20' NTS 401M/"(ii%v 4A —) /o DRAWING INDEX CONSULTANTS: ARCHITECTURE: ADRIANA SAVINO MILLER, AR 14444 SAVINO & MILLER DESIGN STUDIO AA2463 4014 CHASE AVE #219 MIAMI BEACH, FL. 33140 (305)538 -9062 (F)305- 534 -9062 STRUCTURAL ENGINEER: EDWARD A. LANDERS, PE #38398 7850 NW 146TH ST. #509 MIAM I LAKES, FL33016 (305)823 -3938 (F)305- 823 -9355 GEO TECHNICAL: HR ENGINEERING SOURCES, INC HERNANDO RAMOS, PE #42045 8298 NW SOUTH RIVER DRIVE MEDLEY, FL 33166 (305)885 -5622 (F)305- 885 -5434 MECHANICAL, ELECTRICAL & PLUMBING ENGINEERING: TONY NARANJO LIC. # 35664 MEP ENGINEERING, INC. 10590 NW 27TH ST. S.101 MIAMI, FL 33172 (305)593 -2530 SURVEYING: ERNESTO BELTRAN N:4885 E BELTRAN &; ASSOCIATES, INC. 12533 SW 30TH ST. MIAMI, FL 33175 (305) 552-7450 A -1 SITE PLAN / WORK DESCRIPTION A -2 EXISTING / DEMOLITION A -3 PROPOSED ROOF PLAN A -4 PROPOSED FLOOR PLAN A -5 PROPOSED ELEVATIONS A -6 PROPOSED INTERIOR ELEVATIONS / REFL. CLG. PLAN A -7 NOTES & SCHEDULES DOOR ELEVATIONS A -8 DETAILS / SECTIONS A -9 DETAILS / SECTION'S S -1 STRUCTURAL GENERAL NOTES S -2 ROOF FRAMING PLAN- FOUNDATION PLAN- COLUMN & BEAM SCHEDULE S -3 STRUCTURAL SECTIONS - COLUMN SCHEDULE S 4 STRUCTURAL SECTIONS & DETAILS P -1 PLUMBING FLOOR PLAN E -1 ELECTRICAL FLOOR PLAN M -1 MECHANICAL FLOOR NOTES & DETAILS s s SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305 -538 -9062 Fax 305 -534 -9062 L GFU.M:NGS AND Ct.:17EN MAT?RLU. AFFE+1UNC SL:FY =N A t«FE 11SE ORIGIY, AND iv"V3:JSIIYD I10FX OP ..A,U C & Y]_c'R 1.'t I::R SrUUIC ANO MAY NUT BE - earn. uat CR DIS ll..ZE 11f :N0cT mis LUSU:SS WNI'I TI C\ EN." T .1' NO & 147-Lt2 DESIGN STIDIC 7 P � 0 SCALE: DATE. z Ii LI 7 I /4 °r ' -0" PROJECT NUMBER. 4- 20 02 REVISIONS: n SHEET L 11BEI: e X 12 11 10 9 8�'� 7 6 5 13 14 15 16 17 18 19 20 I I I rXTG.FENCE AND C ATE SIDE SET BAC< =kTG. STORAS E -_D kTG. TREE TO STAY FROPO_ F.F. =X„STING 3/4' D L'WAT =_R SUFPLY PPE. a' R_AR SET ?AGK NEWS PT!C.TA.N< r (3Y CT ERS) =xTG. T TO STAY ED ADDITION 1023' Nr3✓D SET BAC< r7 ONE STORY GBS �C�7}D ONCE FF. E Y.= , 0.7 3 ' Nf Vp FX,STiNG U. :ATER tETER TO STAY, NEW L OCAT ON FOR Ov =KNEAD EL_CTRC TO BE RE_OCATED PROPOSED LDCAT'.G FOR NE.J,DRAN F _LD' 429 S0.~EET (EQU RED). ( 3 Y OT���S3 FROPOS_D LOCATI FOR NEW SEPT }C TAN< 5Y5Tr. 353 SQ. FEET (REQU ED) 3.52 S0. FEET (PROVIDED) (3Y OT -ERS) , FROROS_D ROOFED TERRACE FF. ELEV.= !023' NGVD — kTG. ��' =Q POLE =kTG CONCRETE DRIVEUAY FF. EL REV.. 545' NS- VD 5 S!DEl:14L< •XTG. ASP',-■A_ DRI'rAY I .' to ' n 1 ' 9 PROPOSED LOCATION FOR EL_0T. SERVI�.E I CONS. PAT 0 XTG. FENCE AND 'ATE SIDE SET B4C< ,, h .,,,c '` - 0 J e ,VJ \ G. 1 0 1/8"=1' , H ■ w ■ z SITE PLAN 5' 35/ ZONING LEGEND: PROJECT: SINGLE FAMILY RESIDENCE - ADDITION & RENOVATIONS LOCATION: 440 NE 91ST. ST. MIAMI SHORES FL. 33138 LEGAL DESCRIPTION: LOT 7 & 1/2 OF LOT 8 OF BLOCK 1 SUBDIVISION EL PORTAL ACCORDING TO THE PLAT THERE OF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 OF THE PUBLIC RECORDS DADE COUNTY FLORIDA. ZONING: ZONING DISTRICT: R -17.5 MIN. BLDG. CUBAGE/ UNIT = 17,500 CUBIC FEET. PERMITTED USES: ONE SINGLE FAMILY UNIT MIN LOT SIZE: 7,500 SQ. FT. WIDTH 75 FEET MAX. BLDG HEIGHT = 30 FT. SET BACKS: FRONT 25' SIDE 10' BACK 15' OFF STREET PARKING: ONE SPACE MINIMUM EXISTING SQ FT. = 1650.80sq'X10' = 16,580 CU. FEET.(INCLUDING GARAGE) EXISTING SQ. FT. (HABITABLE SPACE) 1,383.3 SQ. FT.X 10 FT.= 13,833 CU.FT. PROPOSED ADDITION = 412.90 SQ. FT.(HABITABLE SPACE) = 24.5% TOTAL AREA W/ ADDITION = 1,796.2 SQ.FT.X 10 FT.= 17,962 CU. FT. ELIEVATION 8.68 FT. DADE COUNTY BENCH MARK NOGS -3R EXISTING GROUND FLOOR ELEVATION = 10.7 FT. NGVD PROPOSED ADDITION ELEVATION= 10.2 FT. NGVD 1 0' N.E.91 ST.STREET 20' NTS 401M/"(ii%v 4A —) /o DRAWING INDEX CONSULTANTS: ARCHITECTURE: ADRIANA SAVINO MILLER, AR 14444 SAVINO & MILLER DESIGN STUDIO AA2463 4014 CHASE AVE #219 MIAMI BEACH, FL. 33140 (305)538 -9062 (F)305- 534 -9062 STRUCTURAL ENGINEER: EDWARD A. LANDERS, PE #38398 7850 NW 146TH ST. #509 MIAM I LAKES, FL33016 (305)823 -3938 (F)305- 823 -9355 GEO TECHNICAL: HR ENGINEERING SOURCES, INC HERNANDO RAMOS, PE #42045 8298 NW SOUTH RIVER DRIVE MEDLEY, FL 33166 (305)885 -5622 (F)305- 885 -5434 MECHANICAL, ELECTRICAL & PLUMBING ENGINEERING: TONY NARANJO LIC. # 35664 MEP ENGINEERING, INC. 10590 NW 27TH ST. S.101 MIAMI, FL 33172 (305)593 -2530 SURVEYING: ERNESTO BELTRAN N:4885 E BELTRAN &; ASSOCIATES, INC. 12533 SW 30TH ST. MIAMI, FL 33175 (305) 552-7450 A -1 SITE PLAN / WORK DESCRIPTION A -2 EXISTING / DEMOLITION A -3 PROPOSED ROOF PLAN A -4 PROPOSED FLOOR PLAN A -5 PROPOSED ELEVATIONS A -6 PROPOSED INTERIOR ELEVATIONS / REFL. CLG. PLAN A -7 NOTES & SCHEDULES DOOR ELEVATIONS A -8 DETAILS / SECTIONS A -9 DETAILS / SECTION'S S -1 STRUCTURAL GENERAL NOTES S -2 ROOF FRAMING PLAN- FOUNDATION PLAN- COLUMN & BEAM SCHEDULE S -3 STRUCTURAL SECTIONS - COLUMN SCHEDULE S 4 STRUCTURAL SECTIONS & DETAILS P -1 PLUMBING FLOOR PLAN E -1 ELECTRICAL FLOOR PLAN M -1 MECHANICAL FLOOR NOTES & DETAILS s s SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305 -538 -9062 Fax 305 -534 -9062 L GFU.M:NGS AND Ct.:17EN MAT?RLU. AFFE+1UNC SL:FY =N A t«FE 11SE ORIGIY, AND iv"V3:JSIIYD I10FX OP ..A,U C & Y]_c'R 1.'t I::R SrUUIC ANO MAY NUT BE - earn. uat CR DIS ll..ZE 11f :N0cT mis LUSU:SS WNI'I TI C\ EN." T .1' NO & 147-Lt2 DESIGN STIDIC 7 P � 0 SCALE: DATE. z Ii LI 7 I /4 °r ' -0" PROJECT NUMBER. 4- 20 02 REVISIONS: n SHEET L 11BEI: NVGD ` EXTG. MAIN FLOOR EXTG. / FLORIDA D ROOMIM Remove & dispose existing window. Cut & repair cmu wall openings as needed to accomodate for new door. ----------------------------------------------- - - - - -- Remove roof as necessary to attach to new roof. 3' -G' 11 1 1 1 1 I II Remove & dispose existing windows. Cut cmu wall openings as shown. 1 1 j 1/4"=1 E Existing flat roof to be Removed & Replaced . Dispose existing components & protect from weather existing rooms and remainder of house. 1 1 I II I 1 I 1 II 1 1 EXISTING WEST ELEVATIONS EXISTING SOUTH ELEVAITON Remove & dispose existing window. Repair cmu wall openings as needed. Remove & dispose existing roof the & damaged roof areas to be replaced. Remove roof as necessary to attach to new roof. r- I I I 1I 11 11 EXISTING BEDROOM 1 EXISTING BATH 1 EXISTING BEDROOM 2 = II 0 H 0 U T EXISTING / DEMOLITION FLOOR PLAN 1/4"7-11 0' 5' U 1/4 " =1' u EXISTING BEDROOM 3 EXISTING LIVING ROOM 10' EXISTING FAMILY ROOM - 1 1 I 1 n I I 11 / \ 11 I I A // \ I I II� // \\ 11 / N y J EXISTING DINING ROOM 20' EXISTING NORTH ELEVAITON EXISTING KITCHEN EXISTING GARAGE _ „ DEMOLITION NOTE3: 1. Contractor to coordinate with Owner regarding any salvageable items prior to demolition. 2. Contractor shall fll, oIl and iernove all existing plumbing, electrical, gas locations anc any other mechanical :terns as necessary to prepare area for new construction. 3. Contractor shall take all necessary precautions to prevent damage to existing structure or equipment caused by this operation and shall not interfere with existing structural system. 4, Properly secure all members supported by elements to be removed. Shore and / or brace building as required to maintain structural integrity. 5. Upon completion of demolition the entire area shall be cleaned of all debris and prepared for new construction. 6. Existing conditions not shown on this plan shall be reviewed with the Architect prior to removal and /or reworking to conform to new plan as required. 7. Existing rooms adjacent to new construction are to have minimal disturbance. All finishes adjacent to work areas are shall be protected from damage including dust control measures. 8. Contractor shall prepare all existing surfaces and conditions as necessary to receive all new work and shall examine all floor conditions and verify all dimensions and elevations based on existing conditions. 9. Contractor shall verify and coordinate all rough openings for scheduled doors and windows. == Existing block wall to be removed. Existing window to be removed & disposed. Existing single doors to be removed (R to be relocated. See schedule \ /ir Existing doors to be removed & reiocated (see door shcedule for location) Electrical panel to be removed & relocated (see electrical panel) = Existing interior partition to be removed. Existing toilet to be removed & disposed. FLOOR PLAN NOTES: 00© DRR"(WALL PARTITION, Aj S !OLLN - RE FAIR 1 .JOOD FLOOR AS D TO IATC1 -t EXIST. FLOOR REFA'lR PATCI -4 4 PLASTER CEILING TO MATCH EXiSTiNG. FINS , ALL REPAIRS TO BE FL'US ; ill/ EXISTING CONTIGUOUS SUI F4CES, REMOVE EXIS T iNfs DOCKS, FRAMES AND G! CS_ EXIST. CFENiNGS W/ GR`'wl^_L TO MATCH EXISTING SURFACES. RE 1OVE AND CISPOSE EXiSTIN:: CMU LOCK TO S2" EiG;-;T FROM Fiti!SH FLOOR AS S CI.UN REPAIR ALL EDGES TO MATCH =XISTiN SURROUNDING FINSIN. O 0 FRAM_ EXISTING IUNDOLw °FEN Nffs L'/ DRY.>✓ AS SNOu N. REMOVE PARTITION AS ��:�i����`�'� ✓fir - - -_ N • SAVIN 0 S4 MILLER DESIGN STUDIO 4014 Chase Avenue #219 Miami Beach Florida 33140 305- 538 -9362 Fax 305- 534 -9062 ALL CF.AENGE Al1D PTUi1NG H:.REL\ CUNJTP.'..DE THE GFzc:fin_ AND DNPINI.D.BB.D 11_0C 0r SAY:NO t IC rx :!SIGN r.. J!O AND kAT NOT BE DUPIJCAT D, 'D BM OR NS:..O?p MIIHO GT THE EC HESS MRD ::EN DDB SENT OF SAV1110 S beIll'S C IGN STUDIO IB 19 7 II II z AA0002463 LC 000208 SCALE: 7 0 z 0 H- ll r r x Di in PROJECT NUMMSER. DATE: REVISIONS. �E NLM3EE: 16" Wide Flashing @ valley Fiat roof piggy backed onto existing roof 12 L — — — NEW ROOF TO "PIGGY BACK" OVER EXISTING ROOF. EXTEND EXIST. RIDGE OF EXIST. ROOF . NEW TRUSSES TO LINE UP W/ EXIST. ROOF. MATCH SLOPE & HEIGHT. SEE STRUCTURAL DWG'S. Existing roof to stay Existing roof to stay 1/4"=1' 0' 5' Existing roof to stay Existing roof to stay 16" VV de Flashing Cricket 1/4 12 Flat roof PROPOSED ROOF PLAN 10' Existing roof to stay Existing roof to stay 20' ROOF NOTES: 1. EXISTING CEMENT TILE ROOF TO EE REMOVED OVER EXISTING SLOPPED ROOF AREAS. 2. REPAIR EXISTING DAMAGED UNDERLAYMENT ROOF WI NEW MATERIALS. ALL ROOF COMPONENTS SHALL COMPLY W/ DADE COUNTY PRODUCT CONTROL APPROVAL (NOA) & ALL REPAIRS SHALL COMPLY W/ MOST RECENT VERSION OF THE 2001 FLORIDA BUILDING CODE. 3. NEW SLOPED ROOF SHALL MATCH EXISTING ROOF HEIGHT & SLOPE. INSTALL NEW FLAT CEMENT TILE AS PER MANUF. SPECS & FBC 2001. 4. COLOR OF NEW & OLD ROOF SHALL BE SELECTED BY OWNER. 5. ALL PLY SHEATHING FOR ROOFS SHALL BE EXTERIOR GRADED 3/4" PLY FIXED AS SPECIFIED IN STRUCTURAL DRAWINGS AN IN COMPLIANCE W/ CHAPTER 15 & 16 FOR HIGH VELOCITY WIND AREAS OF THE FBC 2001. 6. FLAT ROOF AREAS TO BE NEW BUILT -UP ROOFING OVER INSULATION OVER 3'4" EXT. GRADE PLYWOOD OVER 2 "X10" P.T. WD. RAFTERS ATTACHED & APPLIED AS PER MANUF. SPECS & ACCORDING TO 2001 FBC . 7. COLOR (BY OWNER) CEMENT TILE OVER HOT MOPPED FELT ON TIN TAGGED FELT OVER 3,4" EXT. GRADE PLYWOOD AS PER 2001 FBC. 8. ATTACH FLASHING AT VALLEYS , ALL ROOF PENETRATIONS & ROOF EDGE AS PER 2001 FBC. 9. REMOVE & REPLACE EXISTING FLAT ROOF. ROOF LEGEND Exist. conc. flat tUe roof to be repaired and required as necessary. New conc. flat tile roof to be added. Exist. built up roof to be removed & replaced. Proposed new flat built -up roof to be added. (less than 15 % of total roof area) (proposed slope direction) NOTE: New & replaced roof to hold Dade County product control approval and comply wl the latest edition of 2001 F.B.C. provide shop drawings prior to installation of proposed roof and roofing materials & details for approval. ■ SAVINO & MILLER DESIGN STUDIO SCALE: DATE. AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach F'iorida 33140 305- 538 -9062 Fax 305 -534 -9062 ■ ALL G(AE:tiCS ARE 4W "REN RATER:AI A? PEAR:/4G a ix TONRTT"VTE T}12 caaaAL AND L'NPULA -ISED MORE GP SANINO Y MT_tR DESIGN SEADXC ARE WT NOT BE GUYLICAT9, LSED OR CIS^.GSEL I1f;HOVT 7N.E EXPRESS 11kn Vi CONSENT OF RA V;NO f r.LZB CEMCF Snmw ®: MA 7 0 1( B REVISIONS: I/4 " =1' -�" PROJECT NUMBER: 4-27-2c, E SHEET NUMBER: 4 = 3 ,8"1 2' -4" —.F 5' -2" 10" L 4' -8" 5' -8" 105 EXISTING BATH 1 6' -8" I EXISTING BEDROOM 1 EXISTING BEDROOM 2 28' -8" NEW MASTER BEDROOM F.F.E.+ 10.23 t NGVD 10' -1 " 106 A/C TO STAY 49' -2" EXTG. BEDROOM /NEW FLORIDA ROOM w.I.C. 0 F.F.E.+ 10.73 NGVD 100 0' 5' EXISTING LIVING ROOM 6' -10" F.F.E.+ 10.73 EXIST.DINNING/ BREAKFAST AREA 101. 10' I 1C$ NEW OUTDOOR TERRACE F.F.E.+ '10.23 NGVD EXITG. FAMILY ROOM/ NEW DINING ROOM 1071 cfi F.F.E.+ 10.23 NGVD 8' -6" PROPOSED FLOOR PLAN 4, 102 103 EXISTING GARAGE F.F.E.+ 8.68 NGVD 20' 4' -10" EXIST. KITCHEN 4,— 4? (o- WALL LEGEND A.4 CI \ 3 1/2" METAL STUDS @ 16" O.C. W/5118" DRYWALL EACH SIDE, SEE PLAN FOR WALL THICKNESS. 8" CONCRETE BLOCK WALL AND COLUMNS.CMU WALLS W/ MIN 2 COATS & FINAL COAT ( 5/8 ") STUCCO EXTERIOR FINISH & 1/2" DRYWALL INTERIOR FINISH ON 1X2 PT WOOD FURRING W/ R -5 MIN INSULATION. NEW 8" X 8 " X 4" GLASS BLOCK PANEL INSTALLED AS PER N1ANUF. SPECS. AND 2002 FLORIDA BUILDING CODE. ELEVATION NUMBER ELEVATION SYMBOL. SHEET NUMBER. TYPICAL DOOR NUMBER. SEE DOOR SCHEDULE SHEET A.6 TYPICAL WINDOW MARK. SEE WINDOW SCHEDULE SHEET A.6 d • • SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue x/219 Miami Beach Florida 33140 305- 538 -9052 Fax 305 -534 -9062 A:1. DRA":NDS .4D 'RTLrEN MATERIAL AF:'CA2:NC HE:E:N CCNSr:rt'B :IiE DirC:.NA:, "D UNP' BSsl:D "Q,X DR GA' 110 & k!:iER E.T—GN JT'JCIC 4C YAY NUT riE C1,1 CSED CR D1&1.CUED ".THC1.7 THE ECT.E .9 "]t1TEN CLh_F'IT CP FAV:.NC & ktLER DESIGN ST'JD!C 1638. 0 z DATE 9- 0 0 SCALE, z 0 0 LL L 0 0 0 0 0/ 0 PROJECT NUMBER: REVISIONS: 3 -21 -2002 SHEET NUMBER 3 2 MATC:4 ExTG. -53 ADD IThCN NEW ROOF SLOPE, TO MATCH EXISTG, ROOF 'SLOPE. 1 LINE CF NEW ROOF NEW 'STUCCO FINISH TO MATCH EXiSTiNCs STUCCO FINISH AT EXISTING NOUSE. NEUJ 4'N X1 & "W CPENNGS FOR CRAWL SPACE VENT. L iNE CF NEW ROOF E Xh�\IEs 3 EXTG. ( F.v 1 114 " =1' 1/4"=1' 12 31 EXTG. (F.v) PROPOSED EAST ELEVATION ADDITION RE- STUCCO EXISTNC1 WALL TO WATCH EXISTING FN!SH OF EXISTING HOUSE. ,ATCN EXTG. (F ./ PROPOSED WEST ELEVATION :3.56 N' ✓(_"./ D (F/4) TOP CF BEAM TO MAC -1 EXTG. TOP CF EXTG, BEAM 1 D.73 NvGD (F` ✓.) EXTG. FF. ELEV. 10.23 NVGD (F.v.) NE U FF. ELEV. NEW ROOF 'SLOPE, TO MATCH EXIST& ROOF SLOPE. FLAT ROOM '3.56 NVGD ( F..) TOP OF SEN1 TO MATCH EXTG. TOP OF EX ?:s. SEAM • 10,73 NVGD (F.v.) EXTG. FF. ELEV.I • 1023 N� v D (F.V.) L LQ NE'.0 FF. ELEV, ADDITION '2 a4 +4 - 4 +49.1 -53.1 1 +43 -54.1 1/4"=1' 1/4"=1' •52.3 -53.6 0' 5' 10' •532 -53 X1.3 -63 PROPOSED SOUTH ELEVATION 1 2 31 EXTG. ( V.) PROPOSED NORTH ELEVATION 20' NEW ROOF SLOPE, TO MATCH EXISTG. ROOF SLOPE. FLAT CEMENT -r LE TO MATCH EXISTG. 'r I 1 1-4 ro4'x 48" (S CsLASS BLOCK PANEL) NEW 4'N ><7 OPENINGS FOR CRAWL SPACE VENT, SCALE: • • SAVINO & MILLER DESIGN STUDIO 4,10002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305 - 538 -9082 Fax 305- 534 -9062 • ■ ALL DRAWINGS OD Wl.ar£.N YA: cHI.y QPEAR:NC IiEHE:N CvNYYITUCE rl!E UUIGINAL AND UNYl19LLHE'D WORE OF SAVING & N11ER DESIGN ur,Dlo AND way NLT JE DVPLICATED. ULED OR DISCLOSED wirHCUT THE eVY9ESS WR1rrSN CGNSENT OF SAVINO Y Nn-ER DESIGN o 1999 4 Y I/4 "= I' -0" PROJECT NUMBER: DATE: 4 - 2 - 1 - 2002 REVISIONS: cc) 0 SHEET NUMBER: INTERIOR ELEVATION 1/2' 1 0" 1/2"=1 GL4SS 5LOC.- a TILE TRIM ALL AROUND o o CLEAR F=',ATITION 4 D0012 a"xa"x4• GLASS SLOG< F'4RTITIO'N1 .00( 0 4 TYFE.e(r ouE LO (.1,1/41__L WT SE4T AT iN:f."1:"7." OF aLiowE. 5" TILE Ti-0(..JTOUT BY 0 INTERIOR ELEVATION x 4a 3/4 \ (-4 aa 3/3" x 21 1/4"W EQ. 4" 'WOO 4SE_- 4a. x 4a 3/4"LIJ 0:( P T / ....._ 1 1 /n 1 r* I i / I I I 1 ^eV( '1=-■ IS 4F"'" ANNEI■M•1111 L c(; T W4L t1007( (47(2.. / Id LJ _J REFLECTIVE CEILING PLAN I t 0' 5' 10' 20' (tai/641/V- / SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miarni Beach Florida 33140 305-538-9062 Fax 305-534-9062 • ALL LFAENCS AND WRLTEN 1,sfERLAI, A?PIL•FC,N; HEREIN CONS TEE GE1C2,41. Al4D 1,14X DP SAT.NO & ICL,ER ,11.7.10 AND 1,0 Nut HE DUPLIC.CED. 1E1) OR Lt9 1,711.)LT na 1.1\TE3M 10t17324 C, CP L.01140 & 1111,1,2 LE;1GN Y:12DIC 0 19:49. tit SCALE. PROJECT NUMBER: DATE: L 1 (J) 45 SHOWN 4-27 REV]SiONS: SHEET NUMBER: X = 7 / • \ / / / / / \ \ / / \ / / / \ , INTERIOR ELEVATION 1/2' 1 0" 1/2"=1 GL4SS 5LOC.- a TILE TRIM ALL AROUND o o CLEAR F=',ATITION 4 D0012 a"xa"x4• GLASS SLOG< F'4RTITIO'N1 .00( 0 4 TYFE.e(r ouE LO (.1,1/41__L WT SE4T AT iN:f."1:"7." OF aLiowE. 5" TILE Ti-0(..JTOUT BY 0 INTERIOR ELEVATION x 4a 3/4 \ (-4 aa 3/3" x 21 1/4"W EQ. 4" 'WOO 4SE_- 4a. x 4a 3/4"LIJ 0:( P T / ....._ 1 1 /n 1 r* I i / I I I 1 ^eV( '1=-■ IS 4F"'" ANNEI■M•1111 L c(; T W4L t1007( (47(2.. / Id LJ _J REFLECTIVE CEILING PLAN I t 0' 5' 10' 20' (tai/641/V- / SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miarni Beach Florida 33140 305-538-9062 Fax 305-534-9062 • ALL LFAENCS AND WRLTEN 1,sfERLAI, A?PIL•FC,N; HEREIN CONS TEE GE1C2,41. Al4D 1,14X DP SAT.NO & ICL,ER ,11.7.10 AND 1,0 Nut HE DUPLIC.CED. 1E1) OR Lt9 1,711.)LT na 1.1\TE3M 10t17324 C, CP L.01140 & 1111,1,2 LE;1GN Y:12DIC 0 19:49. tit SCALE. PROJECT NUMBER: DATE: L 1 (J) 45 SHOWN 4-27 REV]SiONS: SHEET NUMBER: X = 7 \ / \ / / \ / \ / \ / / / / / / \ / / \ / \ / \ / / \ / \ / \ \ / / \ / / Lt. INTERIOR ELEVATION 1/2' 1 0" 1/2"=1 GL4SS 5LOC.- a TILE TRIM ALL AROUND o o CLEAR F=',ATITION 4 D0012 a"xa"x4• GLASS SLOG< F'4RTITIO'N1 .00( 0 4 TYFE.e(r ouE LO (.1,1/41__L WT SE4T AT iN:f."1:"7." OF aLiowE. 5" TILE Ti-0(..JTOUT BY 0 INTERIOR ELEVATION x 4a 3/4 \ (-4 aa 3/3" x 21 1/4"W EQ. 4" 'WOO 4SE_- 4a. x 4a 3/4"LIJ 0:( P T / ....._ 1 1 /n 1 r* I i / I I I 1 ^eV( '1=-■ IS 4F"'" ANNEI■M•1111 L c(; T W4L t1007( (47(2.. / Id LJ _J REFLECTIVE CEILING PLAN I t 0' 5' 10' 20' (tai/641/V- / SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miarni Beach Florida 33140 305-538-9062 Fax 305-534-9062 • ALL LFAENCS AND WRLTEN 1,sfERLAI, A?PIL•FC,N; HEREIN CONS TEE GE1C2,41. Al4D 1,14X DP SAT.NO & ICL,ER ,11.7.10 AND 1,0 Nut HE DUPLIC.CED. 1E1) OR Lt9 1,711.)LT na 1.1\TE3M 10t17324 C, CP L.01140 & 1111,1,2 LE;1GN Y:12DIC 0 19:49. tit SCALE. PROJECT NUMBER: DATE: L 1 (J) 45 SHOWN 4-27 REV]SiONS: SHEET NUMBER: X = ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS MATERIAL FINISH MATERIAL HGT. 100 - - - - - - NO WORK 101 OAK WOOD / PATCH PAINTED WOOD DRYWALL TO MATCH TO MATCH TO MATCH REPAIR & PATCH TO MATCH EXIST. 102 - PAINTED WOOD DRYWALL ; TO MATCH TO MATCH TO MATCH REPAIR & PATCH TO MATCH EXIST. 103 SMOOTH CONCRETE _ - TO MATCH - - REPAIR & PATCH TO MATCH 104 - REVELED WOOD DRYWALL TO MATCH - 105 NO WORK 105 OAK WOOD / CLOSET REVELED WOOD DRYWALL TO MATCH - - _ 106 OAK WOOD / REVELED WOOD DRYWALL TO MATCH _ _ - 107 - - TO MATCH TO MATCH DRYWALL END OF T.B. +/- 8' _ 108 TERRACOTTA TILE TO MATCH (109) NEW 3" OAK FLOORING - PAINTED WD TO MATCH DRYWALL SMOOTH DRYWALL 9' -0" 109 110 TILE TILE (BY OWNER) (BY OWNER) TILE (BY OWNER) - DRYWALL 8' -6" 111 NEW 3" OAK I PAINTED WD FLOORING TO MATCH DRYWALL SMOOTH 8' -6" DOOR SCHEDULE MARK NO. ROOM WIDTH HEIGHT THK TYPE DOOR FRAME REMARKS A 1PAIR 106 -101 1 6' -8" EXTG. / GLASS FRENCH WOOD *MOVE EXTG. DOOR TO MATCH OPENING B WHITE 106- 109 -110 2' -8" 6' -8" 2 WOOD 1 HOLLOW CORE PRE HUNG WOOD CASE CASEMENT C NON- IMPACT 109 -107 60" 84" GLASS (PGT) FRENCH METAL 2 DOORS FULL VIEW D 111 2'4" 6' -8" 8" GLASS BLOCK WOOD POCKET WOOD LOUVERED E 105 5' -0" 6' -8" WOOD SLIDING WOOD LOUVERED 2 DOORS (2' -6'•) F G WINDOW SCHEDULE MAR K+ NO. WINDOW GLASS FRAME MANUFACTURER REMARKS SIZE H x W TYPE THICKNESS TYPE MATERIAL COLOR 1 3 48" X 48 314" CASEMENT XX 1/4" TEMP. NON - IMPACT ALUM. WHITE PGT. WINDOWS 2 2 38 3/8" X 27 1/4" CASE CASEMENT 1/4" TEMP. NON- IMPACT ALUM. WHITE PGT. WINDOWS 3 1 48" X 73" CASEMENT XX 1/4" TEMP. NON - IMPACT ALUM. WHITE PGT. WINDOWS 4 4' -0" X 5' -4" BY OWNER 4" 8" GLASS BLOCK CLEAR* CORNING * CLEAR GLASS. NOTE: VERIFY SIZES OF DOORS PRIOR TO ORDERING FOR WINDOW ELEVATIONS REFER TO ELEVATIONS NOT TO SCALE DOOR ELEVATIONS O FLEV ncti VrEw TYPICAL PATIO DOOR & WINDOW ELEVATIONS BY PGT NOT TO SCALE GENERAL NOTES: 1. AM work and material shall comply with the latest edition of the 2001 Florida Code and all other applicable codes including local village of Miami Shores codes. 2. The Contractor shall acquaint himself with the existing conditions of the site prior to construction. 3. Contractor shall verify all dimensions and existing conditions, and construction documents, before proceeding with work. Any discrepancies should be called on. 4. Written dimensions precede over scaled or unwritten dimensions. DO NOT SCALE DRAWINGS. 5. Coordinate all architectural, structural, electrical, rnechanical, plumbing and landscape architectural work wit all subcontractors for verification of locations and dimensions of all work requirements and to avoid interference with progress of construction. 5. The architect is not responsible or liable for the integrity or correctness of the existing conditions and its components. Project is based on plans and surveys provided by owner. 6. The contractor will provide the necessary temporary closing of all new openings at each day's work to keep job site weather tight and secure, 7. The contractor will provide adequate protection to all existing work, furnishings and fixtures that are to be retained so that they will not be damaged. 8. Contractor to verify rough opening requirements of doors and windows prior to construction. 9. Contractor will patch, repair, or replace existing work damaged by new Construction. 10. All workmanship of contractor shall be neat, clean, true, and correct. 11. All existing utilities (plumbing, gas, electrical) not reused shall be properly capped and tied off. 12. Contractor shall obtain written approval for substitutions made in specified equipment, materials and colors. 13. All materials shall be new and shall bear Underwriters and Union labels where applicable. 14. Submit 3 sets of shop drawings for owner's approval of all items requiring fabrication. Do not fabricate until approved. 15. Security: Contractor is responsible for security for construction materials stored at the job site. 16. Storage of material: Contractor shall obtain owner approval for storing materials on the job site during construction. 17. Insurance: Contractor shall keep full liability and workmen's compensation insurance for the project at all times during the progress of work. 18. The Architect/Landscape Architect shall not have control of charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any item to carry out the work in accordance with the contract documents. 19. Testing of material: All the required tests shall be performed at he expense of the contractor and by an approved testing laboratory. The test results are to be submitted to the engineer. 20. Trash: Contractor to rernove all dust, trash, debris resulting from construction from the premises and restore the premises to original conditions. Job site shall be kept safe and clean of debris during time of construction. WINDOWS, DOORS, AND LOCKS 1. Contractor to verify rough opening requirements of doors and windows prior construction. 2. The doorframe will be set in full bead of caulking. The joint between stucco and doorframe shall be raked while the stucco is still workable to create a groove for caulking after the stucco is thoroughly cured. Same for windows. 3. The caulking bead applied at the doorframe shall be neat and forrna a continuous unbroken bead around the entire perimeter of the frame. Same for windows. 4. All glass in doors will be single glazed. 5. Provide tempered glass where required by 2001 FBC 6. Doors shall comply with the 2001 FBC to provide resistance to illegal entrance and wind forces as required. All windows and outside doors and locks shall be approved by Dade 7. County Product Control approval Impact Resistant Products. STUCCO 1. Patching: Contractor is to remove existing stucco andr'or piaster around areas to be patched, as required, to provide finish which is flush with existing surrounding surface. 2. Stucco should consist of two coats minimum and less than 7/8 ". 3. All masonry walls should be clean and free from efflorescence, damp, rough and coated with bonding mix. 4. Stucco should be applied according to 2001FBC. 5. The finish coat shall match existing house exterior finish. PAINTING 1. An elastromeric paint shall be used for exterior stucco. Prime before final two coats to be used. Color to match existing . 2. All interior drywall shall be primed white prior to selecting the final two coats of color to be used. 3. Selection of colors by Owner 4. After color selection, contractor shall provide a 3' x 3' sample in an inconspicuous area of the job, for owner's approval before final application. All surfaces to be painted shall be prepared as per paint manufacturer's, and as noted on drawings, INSULATION, WATERPROOFING, AND CAULKING 1. Except otherwise noted all flashing shall be 16 oz. copper. 2. Door and window frames shall be set in full bead of caulking applied in a neat and contest manner unbroken around entire perimeter. GYPSUM BOARD 1. Regular gypsum board shall be 5/8 " thick. Provide moisture resistant boards for all surfaces at bathroom including floor, walls & ceilings. 2. Spacing of studs shall be 16" on center maximum. 3. Paper reinforcing , pressure sensitive tape shall be used in all joints, used with compatible joint compound. For water resistant gypsum board use formulation recommended by rnanufacturer. 4. Finish dry wall with a smooth finish, except where noted in plan. 5. 'Water Resistant gypsum board backing for ceramic tile GLASS BLOCK UNITS 1. Exterior glass block shall be installed true and plumb . all joints centered 2. All installation shall comply with the 2001 FBC. And hold product control approval. Provide reinforced expansion joint filler as required around masonry opening. 1 Mortar Cement as per manufacturer recommendation (White color). 11 SAVING & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase .&venue #219 Miami Beach Florica 33140 305 - 538 -9062 Fax 305- 534 -9062 Al R.:1,GS D W1.17LN La2'R:l .u'vLn V:+L =Sa C_Wy:]•V18 '4'°. CRIG :NLL AND LNP'.?USLa 17,1, Ur ▪ k Ln :L9GN s7,1). AND 14:' NUT JC Duruce7➢. uz OR D19CSS 172 ffiR YNIT:41 Q..Y�CM d 9A �D k L 1LLR _'Ea.N 57,11C 5:938., 7 H O SCALE: DATE: NTS PROJECT NUMBER. REVISIONS: 1 SHEET NUMBER: ����� "1/4e. EW FL 47 T 71' S- '` & 12'± Ov ✓EP 3/ _4. EXT. 2 E PL Y' JOCK UJ/ °ACE- G4,_N- PP. TO SUPPOTS, ROOF COMPONENTS TO HAVE PRO;✓ ACT CCINT\OL , FT O /AL. P \C\✓1E.:E GP OF 4LL. COI PQNENTS r0 T� P I 0 \ „/ A L \ ENG = = � U. CCU i P',.JSSE r - r ,- e - 1 se / � = L / `'!L '� FL , AC-H_ NC J l �� ✓UJG�. N ��"• S-1/ S-7) U :L T -i P- RCO ^iNG TO CO`1P L'i EXT. 001 ANENT TO I ' G '• C CCNT \OL / +i'PRG\ ✓AL . INST4 I_ 4a PE'IR SPECS 4 2001 F -1-1 71 - / -1 . P.T. UJ PIP 4 FASCIA CAPS VENT. s° CMU CCNC. T C CE L U.;/(1)4 CONT . TOP TC OTT 1 /71GYF U- 1 Pia. O` ✓ER 1 "P.T. FU`iNG . (iN7) S I'UCCo F IN. (3 COA TS)TO I'A TCN EXTG. O VER ( L JD. T— (SEr- S =3) 202 "XIO "P.T. WOOS E 5- 1 /S- 2/3 -3) S AN= _ • C 1 r- r 0 : 0 �V CLOSET 0 uODC BAS: BOARD 2" X i0" P.T. WOOD JOISTS A \\ 11 _ -0 " 1:10 0 r NG ✓D 0 � ^rvT MASTER BEDROOM __NEW PARTITION W/ 3 5/3” ME-TAI STUDS 'W/ E./3" 0 YPSUM L..A_L BO RD _ACS S = . 01 D 0 12 r ° k C 0 0 L—R -30 IN3'ULATION "X4" f .T. FURR'IN UNDER 5/a YPSUM BOARD CE'LiN�. 4' S / WOOD PLANKS 1�00D =LOORINC OVER 3/4' PL Y0OOD SIB - .1 0 11 ;f — OAK FOOD °- INKS 0 ✓IE _O^R.N -S l/ I'''.4 O ✓ =R N 2X'0 .T WOOD JOIST. T_OOR __E`/ EX. __ ✓ =XI3T. DROOi' 1 "_ 1 ' -0 N �E < STNG FLAT C'T'1ENT `CC° T E TO 2EPL4CE =X STlNE 00F1NE 4S NECESSARY 2001 Tad r � A'I ' 's 0 I METAL ` ✓AL' Y s -OP ��JGS. ,.11! T UP- X00 ='NG? TO CO 'P LY �t NO. 7;0. O /E 3/4" PL Y'',JJOO� AI L PCO= CO'i IPONENTS TO 1-40 P\O L C. r A r'\ iA ✓� . \�TA; PEP 4 2001 F .eC. P.T. UJCO P r4SCIA A - VENT — I II d 4 • • CLOSET • , • -^ a ° • • 1 • ' \' I REPAIIR a PATS- =X7 w4L AS 'ti =G_ 3 A ' R1 ' BEDROOM 2 F.F. '0.73 FEET N ` ✓� :�1 ��" �� y J j NEW FLAT CEMTNT- -TILE H007-, CO■FL''' A �2 0\/ 3/4" EXT. G AS Pi YU OO UJ/ SID-'O T S, ROTC ''i IPc:N'.;N T S TO - Av ✓E CONTPO 4PPfO ✓AL CR W N'1S Or ALL COI`'1PONENTS FOR l lev-`` / 0 ( - ! ON P r-- PT . ''LUOOD STEP 4 FASC!A OAP1� `/ENT C " C'"IJ CONC. TLLCELL IJJ / <li CONT. TCP TO OTT. 1/2 "GYPSUM CVE P iU\RIiNr',. (INT) S/S "STUCCO FIN. (3 CCATSiT 0 EXTG. 0' ✓1 CM U W 4 L L . IJ24=SEE 501E UL E. — II I 11 ( °P.T (SEE. S- 1%S- 2/3-3) T !HOC N M E � ANE 1 1 I �! 1 \ _s Te if • MASTER BEDROOM _X uRI\ =. UNI1_R 3" GY P3�:�'I'•1 BO ARD �'. F 1023 PEE N�I' " " ✓.i I. 0 WooD TRJSSES. 30 4//) /CJl' ■ .GALE: DATE to SaVIN'O & MILLER DESIGN STUDIO REV'1S IO AA0002433 LC 000208 4014 Chase Avenue #219 Beach Florida 33140 305 - 538 -9062 Fax 305-534-9362 n s ALL OSti 9 •ND .+:' . 7 -Tf . AFFEC■FC010 REIN CO J1 L1E THE CRICINAL AND `3L HSD 01K% OF SAW,0 k Y -FR �S.CN T.JC A.ND k'Ay NOT BE I`U IJCA,Z. US! D OR _ t9C1.00 / Ti1CUT 711E ` -'rRS9 SfU71EN CONSEIr OF SAMMO & NP 'F. DES7CN 5724O m 1209 I f ijtj PROJECT NUMBER. A . S F7 'r, . TM 1�: N =W 12X12 ° CER r T ''IE ; TO C'!ATGN EXISTING OVER T--''N SET OVER NEW "o" RE NF. CONC. 5' 4e 1 GI 1 STEP Ti �READ�. NEW 105° X 1" P'RE- ST OR KEYSTON o G EXISTING KITCHEN xISTiNG ( F.V.) , NGVD I, I 11 1� I I 1� o T ,j 1 EXIST:NG (F.V.) Fa =. 10.23 NG' ✓D 1 OC - IN'S- z; XI�TiNG FLAT CEMENT tROOF TILE T O CED . REPA & C EPLACE EX STN ci OOF N CO'ifi ONENTS AS NEC.3SS4 1 , 4S PER NEW 2001 i=5C 4 "ANUr-. SPY Cam. M .TAI_ /4L L E'r ERAS - N �P D UB 1 ccPc.SE � 1 ! 1 I 1 1 I • 1 21 I GYPSU`1 S0 �� S:...SP_NDED CFI! ,NG. S"100T- PLASTER N'^ I r, P41NTTD, COLOR 5Y O N ER. :NSJLATION 2 -30 PATC -4 8 RE REXTG .T _' TO I"!ATCN NEW DINNING ROOM EXISTING --- -___ Q 1 03 X T • 1_, 1 ° 1 1 • • 0 0 . � `a , ,, 2C -OSE D F-,F.E. 10.23 1 NG - i - - te � • 1 • Il i 1 ! l • A a I li II I �1 CI =ARE y= 4 2 — COATS OF STAIN O` ✓ =2 T. 4 G. 4 WOOD .:OISTS. COLOR TO 5E. SEL =CTED BY OL =R, PROVIDE SA P_ES; NEW 8 "X a° RE 1NF. CONORETE COI LIMNS I.W/ 3 COATS CF STUCCO 4L S1 F'IN SH TO `"ATCN =XTG. FIN SN E /TG. NO'USE. PRiI`^E 4 2 COATS OF PANT COLOR TO MATCH =XTG. NEW TERRACE NEW TILE O VER SET OVER NEW RE1NF. CONCRETE SL45 1 1 1 1 . OC: NA _`C 314 11 -OBI 1 1 1 � ?.T. TO''NL GROO ✓= NE 3 °X WIALL 1 W /3COATSOF STUCCO 50TH S10ES 'JJ/ FINISH TO `1AT0N =XTG. F,N1S1-A EXTG. 1 OUSE. F /`1E 4 2 COATS OF FART . CrIR 17 0' MATON E. XTG.. 1j, T i1 , 1 ,� ,1 I 1 � 1 1 1 1 1 11! CAP S E =T TO Ov =REAP MtN''M..JM 4" OVER ETAL ` ✓ ^L LEY F LA:�N'N1. 1'X , " ICOD FASO I,A :374 .COLOR Y OWNER. NOT MOP 2 PLY IN0ELAY ^ ^ ^ ENT S- EET ATTAO' '=D TO ' W0O0 OEOK AS I -FR 2001 ems. ALL OO i� ✓'�,. =�.T;S TO OL D NO4 . I-R1 V_ :Kip" ED/f.7.:_ ` ✓E:`< ANC 'OR . – _ FAi = : APPRO ./ED 1 /4 ROOD N 4 1 _ 3 O' ✓ "R 3 5 1 p _ 457 C' c= 4" A& PER F50. ^! _ COI PON =NT:.. SCU_OC_O N 2 X P ,015T 'J/ EXTERIOR - ` .R - ^I nN:_ TR NSP ^ =NT .. IN' 00_CR OWNER) � 1 1 ° =r ,.',I E n �, 11 I1 • 1 �. F WOO:: ST�1P 1 A OA'D r- /� LJ i l I / ✓ CANT. 70P , / 211 JJ -24 CLEAN 0OMPA0TE SO1I '_;:''DER N EW r_2 1T'ON VAPOR BARRIER M�RAN= UNDER NEW SL 45 1\\ -- �__- _ __.__ NEU 3 'X '2" RE''NF. CONCRETE �EAM 1 3 ( C= '5 4LL SiOES ' N15 1 TO MATC4-I =XTG. F Nrs PRi` E 4 2 COATS OF PAINT OCLCR TON T0. EXTG. 5: /J1 JM✓OT -i STIL.1000 F'N'S/ TO I'"14TC;- ��1 NE' _ C.%/FR SET OVER NEW .3 RE NF. CONCR ETE SLA5 SEC TERRACE C 1 FI • / ;I I! • / Ir 1 r 1 11 • 5UILT -UP- ROOFING TO COr,PL1' W/ RA.S NO. 130, OVER 3/4" EXT. GRADE PLYWOOD z /'/t is TON( 8 G P.T. U.)OOD PLANKS EX.TE�'CR, A'_ ROC= COMPONENTS TO n0_:..Th �0O ;.2-T 0ONTRO_ 4PPROV4.L AS PER M4\!.; -. SPECS 4 2001 F'C. METAL v4LL EY FLAS4ING STO DWG. CRICKET. NL FLAT CE` =NTT 1 20! Ov =R 3;' 4° EXT. GRACE FAO- GRAN PER . TO S'L�PP0RTS, A T T40 =D TO NE PR=- ENGINEER =D WOOD TR'SSES. ROOF CCi ^ r - ON ='STS TO A-14'vE P RODUCT CONTROL \ \ APPROVAL. PROVIDE CF 4 \ \ CO" S FCR AFF 2 L TRUSSES W/ FE 4 S_ G �T TO M A1C 1 EX'.STiNG. RO 1 R- - =2S O' _ R -30 iNS'JLATiO'N P T F'u RRG UNDER '5 G.1-3UM BOARD CSI! \18 MASTER BEDROOM — NEW 4,1 S 2421 WGOD F_AN<S Q /E a� PAPER CV =R 3/4 1 PL FLOOR,NG 0✓ER 2 "X ;✓ ° S \.T. W00 3r4" _X'_i✓� �< �- l 0. P R E - 1!/n i~ 1/2° DRYIWAL_ OvE2 R -14 INSI „L AT 0N, FJR2 NG STR — R!MED ROLL ” =TA. FLAS- �''�iG OVER ANC /-OR SASE 3 -EET FASTEN =D /ti/ !EGA C0RROS'ON R_SSTAN T NAILS 2 OUTS1C_ _DG ✓nL Y -I 431-- 'NG /AI 3/ /2L - ' ✓ '� P'_A TIC �✓O 0_ ENT. -CT '" 31�E =T ^ TTAOi- E0 "0 000 O_O< 43 :PPR 2001 F5O FOLYET;- =YLEN= MEMBRANE OVER 0A'W_ SP4CE Sc_ (TYP) CL =AN CO`"FACT -D SC!! UJ -24 ( O- DATE SAVINO & MILLER DESIGN STL; D1O A.40002463 LC 000208 4014 Chase Avenue #219 Miami Beach F :cri.a 33140 305- 538 -902 Fax 305- 534 -9062 AL. Draw v S ND >r:tl- N kA £t:AL x R1NG il!'A_'ti ;CNS 1rl'^S THE 41 L AND l.1 IP.J_HD WORK OF 444110 & Nr rn DESIGN STUDIO AND klAY 90+ BE D".. LCA""_D. USED CP. C:SC^_CSE AI.:IJU" "DIE KOKRESS NPo" - TEN CONKENT OP C,A4:NO k DESIGN STVD10 1538. 11 7 1111 Lir ./ 7 Li S) 7 PROJECT NUMBER. R t (i) 0. I i 4. GENE_ CON`RAC'CIR -I L 3_ c=Si QNo'BL = TCR STRUCTURAL GENERAL NOTES I, TO THE 'BEST OF O!'JR <NOUJL EDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY LJIT'H THE APPLICABLE REQUREMENTS OF THE FLORIDA vUFLING CODE, 2001 ETC. 2. 'IJSE T-ESE NOTES iN CONJUNCTION IJiT -! 74E S�EC iF A CONFL'CT EXISTS, T_ 1102- S- RiNSENT COVES. 3. ALL M4TERI4LS AND CONSTR''.JCT!ON SHALL COMPLY C -J'T -+ REQJ'IREI - ENT OF SOUTH FLORIDA BUILDING- CODE iSE4 EDITION AND ALL OTHER A FL'CABI E FEERAL, STATE AN OCAi CODES S74ND4RDS, RE- 'JL4TICNS AND L4 .4 4LL RE IN :T - CRCED STANDARDS REFER TO 7H= EDITION 'IN FORCE AT Tr;:= 7i T PLANS AND SPECIFICATIONS ARE ISSUED FCR CONSTRUCTION. 5. NO DiYE'NSIIONS 4LL -_,E SCALED FROYI D24J!N. 3. CONTRACTOR S&L QE'✓IEJ ALL CONTRACT OC'JYENTS AN.D SE CON ITONS PR'"R T __ D O GONoTRaCT :CN. ANY D SCR =PANC ES CR OMViSSIONS NOTED ON T -E 4'i [NS CR iN 7HE SPEC'IFiCATIONS OR ANY VARIATIONS NEED =D IN ORDER TO CONFORM TO CODES, RULES AND R= G'JLATIONS :.ALL 3E NOT'IF'IED IN W'RITiNG TO 7HE ENGINEER. CONTRACTOR SH4L. CONFORM 'JITN CHIANGE ONLY AFTER R=CE!VIN- 14E ACCEPTED t'!ODIFiCA T ION FROM ENriNEER. T. STR'JCTi AL DRAiJ Nf S SHALL 3E LUCKED TOGS' -ER UJ!TI -I ARCHITECTURAL, 4 CONDITIONiN<� -, ECI-+4 \104 AND EI ECTRICAL OR4J!IN' -S TO LOC47- EPRESSED SLABS, SL CPES, OR4 NS, OUT! ETS, _ J RECESSED CP=\iNGS, FEG__TS, BOLT SETT, SL =='✓ =S, st.. DISCREPANGES SHALL SE Br'2O'' -iG=HT TO THE ATTENTION OF 44RC-- ITECT,EN1<GINEER BEFO RE PIROCEEDiNG WITH THE CR<. 3. PROTECT, EX'ISTiN- F4O LIT'ES, STRUCTURE AND UT'LIT-] LINES :FROi'1 ALL DA' PROTECT THIS 'JCRK, 4DJAGEN' ='R^.PERTY 4ND T- -'_ PURL iC. CONTRACTOR 'S SOLELY RESPCNS SLE FC2 D4 14GE CR 'iNJUIRY DUE TO r -'':S 407 OF NEGLECT. �. 7-E CONTRACTOR '5 SOLEL Y RESFONS'3_E FOR JOB SAFETY AND CONS7R'JCTI OCEDIF =S. DETA'!_5 _43ELED 'TYPiCA_ DETAILS' ON 7HE D APPLY TC AI' L 5I'UATiO \S TA ` ARE SAY= r-. 'I /`.. CB ^ G'EC F L r - T 'r I /'. P! 11' - O NOT - - .R oIt _ 2 TO 7N _ �; _�IrCA_�Y �-: A'LED. S'J -�H ETA LS P+ -Y __ T r ER .R N TN =Y HIRE <EY -D IN AT EAC=- COCON. QUESTIONS rc=GARDiNG APPL ICAE3ILITY OR TYPICAL rET41: 4'.I P - S �'H _L �E R- SOLVED BY THE ARCr-I-1ECT /ENr NEE. DES!rIN _04,D: ROOF 'SU°ERI -POSED LO)) FL OCR PARTITION EIN.D PSESS'uRE SASE v /ELCC!T` GENERAL CONTRACTOR SHALL BE RES=ONSLE FOR THE DISPOSAL C 4LL ACCUMLJ ATED +.'ATE R FROM EXC4` ✓4ThQN.S AND DE' JATERiNG OPERATIONS iN SO 4U AS TO NOT 'CAUSE iNCONVENiENCE TO THE LL .)CR< .A',ID DAA'r=_ TO .. E 'JTPi.,!_TURA'- E LEI" =NT=. 13 LU EN ERFCR 1iNG ''..GC RK SELO'., GRADE, CARE SHALL SE T4 EN TO A`✓O'D 4M4E OF 4NY EX''ST!'�1G ✓ T _5. ALL UNKNOLJN :.T LIT! = COVE_ _-ONSTRUC71ON SH4LL B= _5ROU_HT TO Tr,_ ATTENT ON OF TE 4R CHITECT;ENG'NE=R. ANY DAM4GE TO =XIISTiNr IUTIL ES Si - 4L'L BE REPORTED TO 4L L A =FELTED PART' =S, iN,L -JOIN- THE 4RCT ECT/_NGi'NEER. 5 ✓tSED OR� JING -S AND SF=C'IFiCAT N FIE'L C r O r ORE-..- A r' / - IC O CH _ D R�ERS, r'A,'�i__ �. � =RS 'IN.i C_,- - ATi�N S<E 7 rS .,SEED DURING T '= COU^<SE OF CONSTRUCTION. JOB SIT= ' /STS BY T--_ ENGINE =_:, DO NOT CONST T AN OFFICIAL IN S =ELT ON, UNLESS SFEC'FICAI�L Y CONTRACTED FCR. T-RESOL D iNSFECTiONS AS R- QU'IRED BY 7 -^ L OCAL 3- LDiN- D= EARTH =NT SNAL L E 3 IJ :N,'r =R SEF'4R4T= r 4'r-T - - - �_ _ _ _oNTe . . c.,. 1. IRE✓ EJ CF SU3`1!TTAL S 3Y 7 -E STRUCTURAL ENG ;'N: =_R IS FCR GENERAL OONFO4NC= JI = D =SIGN CONC_ =T / -S _SENT-D BY T-E _ CONTACT JOO - iEN7S. NO ^ET r i!, cD C , ' NTES CR DIMENS ONS ILJII L BE MACE. ONLY T -LSE SHOP DR4JiNGS R- QU'I�c =D BY Tr:= CONTRACT DOC=N1TS TO E -- ;ITT =1 will I R R`_\f: A LL I QT; I'!I, ! rz - ;! C OMME NT. _ .�I _'r __ �- E U -D. __ ! : -2= E3 _ RETURN - L -OUT Cam+ o _N . 2. �I I r,�1 I7 'H P �I I I !- ., .✓� N,_.= IN .--, ':t'"__Y , -ANN =R A �.� N.3 .- .�_Q�AT IM= FO � P�.�.,_SSiN� ,-.'N A ✓EE 7.,BI'^,ITTAL R/EbE D 3Y T -_ S RJCT✓RAL ENG NEEIR .J Tra N !4 C4__N�ER DAYS OF REC-PT C -M. CO NOT REPRODUCE T - ST2UCT.R4L DRA INrS FCR :SE 4S S O P DRAU'IINGS 4. 41 1 s -OP DR4JiNGS MST SEAR E`✓C _-=NCE OF TI--E CG\TR4G'CR S APPRC' ✓AL =RICA TC ST':NG TO 7 -E 4;'E. 5. S -G r'RAUiNS 4E AN 4''` FCR FEL PL AO =MM^,ENT 4'N'.r 4RF S'JESEE T=:= STR EN!s NEER '� ^ S- 4 LL = Pn (-.F /OTCR r` -4 �, -APT �r 'r DRAWN__, IT SH.- .�_ THE R =�I ,�ASI LT �,- THE CONTR.._I'�� T� i ,-.<� �EIRT, -,IN „-+I .-__ ,.�NSTr :,,N I :S IN FULL AGREE ENT _LATEST STRUCT'IUnl e. -_ THE CONTRACTOR -ALL sl.,PP'LY T - , ' - - - A2CH'.TECT/ ENGINEER L''!TH FO':2 S_ UE LilNE GCP ES CF S -OP DRAJ;Nr FCR 2E'✓ EW. E\- NEE2 IWLL- RETN T-0 (2) ST4 1PED PRINTS AND O_ - BLE I_IN= C OPY FCR HIS R =GIRDS. T. 4LL Cr- 4NGES AND 4DDiT'IONS MADE ON RE-5UBMITT4L S MUST S= C_EARL Y FL 4GED AND NOTED. THE °i'JRPOSE CF T -E RE- SJBMITTA_S i 1uST G'_E4RI_Y BE NOTED ON, Tr:E 'LETTER OF TR44S ^!TT4L . ARC -!T_CT /ENGINE =R R='/_.J . : J C L _ 5= L!MIITED O T S - -1"S C4U ='NG 3. SHOP DRA'w'INrS NOT M__TI N r T1-E BO' ✓E CR:TERI4k 0R SMi: T - ED -TER �4� _ 4 ^ '' A " =RIO ^ - ION ',.,JCL Ni NC - REVIEL,ED. 9. FCR CRITERIA APPLL_ TO SHOP _N N_ER. S__ INpt SPEC4LT Y ENG NEER SU=ER✓'SED - -- BY TOTE .AB = R - J- N'TATI ✓E. wRE ASRI _ -^L- OONFCR" T 4STM'i .L'85 -T13 STAN 4RD J!RE F4 < C F CONCR ET= 30 PST 2 PSF 40 PSF 20 PSF 4,0 MP- PE R !'I1 4 SCE °13 UPDATING -IS CONSTRUCTION DOLL MENTS !!UT-4 ANY DR4NG -S REQJ R!IN'r EN!siNEERIN!s IN T BY 4 SPECIALTY I. _ FOC_LOIN'G SYS 3 AND C CNE \7 43 4 \ii'1Ji REQIU E : ^BR CATION A'N.^� ERECT'ON OR4IL N'G5 C..UITH 1NP'U T 3Y 4�TY EN- !WEER. � TAI 41 4 I v =Y - EO O C T' - AN'D AP � � � = O 1 - �. I.A_, -- --. NI _ .!"_ ., :x _ R.�,E.�T _ rte__ -0. _.DT ✓H__._ _L PLAN✓ N_OESS4<`' TC:< FRCF_� A5 CAi R ON 4N D \S __A IO'N. - 4.I_O''J_ ION= /NIA S-CP _R -2N_ S -L^�_ NT: SECiO rI <CDUCT -J =D. GE \_~�4L =2ODUC! =',' '__ NT S- 40CEPT -D. • CP C N'_:0 LOTNS E �- A�._i' - -- SE/IN N \% CC'T RC_ CF T _ = , _ YEN- NEE,. C \ -S -N ✓ C - N <.EQ �._ _ _S _ „-T_ ,.N� 71G\ .�._ O- _ • L_ : ENN_ER. ER PR N' �1 _ <_ AN LOTLE SSJ T_ FOR - CC IONS ~ ✓=D ET 4C= COO ,,'N1= 3 =CR =' /- NTCR - 14 - ON TC n - C n _ R =�� -_� _ ✓4_�A ...N. �_ DE�CR T;� ✓= N -_R . _N .-__ r - R_S__� S T5 Q _ _. LT =-IN ND _ ON : -'A7 _ - CCEP _ T ✓� I -_ < =�.i_T7. �_ . ✓ ✓IJ N T R_ v.�- � "3NA - �R- ND .._ I-_ ST2.f� ..��. -_ /-.. ._.. - - 1 = - _ C r _ C .- �. ENGINEER __ RE N ENE N_. ND S_A_ =D _IN_ °R!N7 �R R_�_R . �. _ '�JG7 ✓ - E N== iT � GCR� < = ✓ : =..v C- �✓J _� I� _� C ✓_�',_ :INS :.�. _ ▪ EC F E ITRJC' ✓R ^ -L S',. : .-._S - /- =EN I RNI.' -= D ':ND . ✓_ SEEN S -ED ,:!ND `UE ^ _ =_�� ST_. C T ., = SEc `Y E\ N F R: A R=te S E E _ \ FIN=ER NC 7 _ r: E_R CF T R =CORD, - -C AI ZES !'NI - - -- -\ OF _ TRaO J2 CO'Y=ONEN`S CR _ .,'2'✓C7JRA- .. ✓ -. .7 C C w: .i - JIB NI ✓T 7 ^ I�- '..,1J,R -� '.N Tr'': .iv.i ✓. - NI. N J ._ N =C _D L _RI L_ - - JE .,-.:',; IR J =D _ ON '3' 4XI I.,"' PA <`'CLE/ E EL cEEN7 -o _D CGC�R, DRY AVD PAGTE C /- of _S -E ;ENT OF - - ._ r - ,.' n , :<'I' V - -.- (/' c - D,-' 1 O J n r, c - ^ �� 1 -_ I ODi- =D =��O 12 1 -XI'I 1 CR C -N51 1 ' .a.� TI'`1 .� -'I�� �2 I ...- ,.,NTO FO!_ SOIL LAB RE00 1' 1\4i IO \S =CRT E I'!ET-OS A\D P<OC =DL RE S. LL F'LL JCRK o -LL - O= r- T 4 N T. r- P : 3. SL ,'.BS ON GRAD- (!WIRE F;^ SR! ; 014'1_ / 4S P ER /TL LE i T ' -- � S "` -. R , :� : -alp -_ _-- r __ .�- ,-, _ =C. S.� :�= _o ;-a- _Y _ _R R N� I 1 -_Y /. O,� O I`I O .'!NI 1 -°F�: I r-'^ YPI�n - TA'' S iN / -AGH _ �,,°:T ..�IN..�JESTI 2_._. -.R�, .� ,-,I _ �.- BILTTY �1"c T I _ _ C= _5 3 __ BY T--'_ A RC ' 1700 , ENG ti__IR . C- -!4.IK ..J: �.= '". �L+KIN� CONE - . /. O_: LINT TC Ii N, �) _ ! :P C''C P03 'OINI IN 2. L; -COED JIBE FABRIC SHALL CONFCRi 1 WT N ASTM 4!35 -T3 STANDARD SFECFiGATION FOR %-COED LUiRE FABRIC FOR CONCRETE REINFCRCEMIENT. 3 SLABS ON C2.^-DE (I'U RE F42R:C CNL Y) 4 PER 4RTICLE !e 02 Sli HEAR TO THOS= SPECIFICALLY DETAILED. SUC! -1 DETAILS APPLY LJHETN =R CR NOT T 'EY 4R.E KE` ED IN 4T E4CI --I LOCATION. QUESTIONS R= CARDING APPL ICAS'LITY OR TYPICAL DETAILS SHALL !3= RESOLVED SY TN_ ARCHITECT /- N -!NEER 4. CHAIR WE FABRIC DL N- CONCRETE PLACEMENT TO INSURE PROPER POSITION IN SLAB. 5. USE ML , FOLYE7HYL ENE SHEETIN- SETL EEN SOIL AND INTERIOR CONCRETE SEAS ONLY. �. PLACE CRACK CONTIROL JOINTS 23 SQ1JN ON DIR4UJIN3. 1, CONTROL JOINTS SHALL SE s4!w;ED 4S SOON 45 THE CONCRETE iS HARD ENOUG -4 NOT TO SE TON OR D4M4GED SY THE SL 4E ST BEFORE RANDOM CRACKS CAN FCRI'1 IN THE CONCRETE SLAB. �UFn EN-CR LL CONCRETE !JOR< S=!4L L BE DONE iN ACCORDANCE !JITN' S °ECIFIC4TION5 FCR STRUCTCJR4L CCNCRE7E FOR SGILD NGS' (ACI 301) 2 CONCRRETE STRENGT+ -- 7 OUND4TIONS STRUCTURAL SLAB ON FILL COLUMNS 5TR'JCTL;R4L SLABS BEAMS SUB- T STATISTICAL DATA FOR EC - CLASS CF CONCRETE 3. USE TYPE I CEM I!ENT CONFCIR ti - TO 4STi 1 C! (U.C.N.) AGG.R=G4T =S THAT 4E CL =AN, FREE OF C -1 02'DES AND W GRADED, MAX. SIZE 3!4" (ASTMI 033 SIZE T). USE ,LIATE2- REDI•JCiNG ADMIX. IN ALL STRUCTURAL CONCRETE, CONFORMING TO 4S7 1 G4 °4 TYPE A OR D, (U .N. ), 5% % ENTIRA:NED AIR. 4DMIXTURE ALL CONFORM TO 4ST M 0230. OC NOT USE CL LM C!- 4 LCIRIDE ',N ANY CONCRETE. DO NOT US= OT -ER STRUCTURAL CQNC!RETE. 4, I - XED DESIGNS SHALL BE SUSM HITTER TO THE EN - WEER FCR APPROVAL EC R TO COY Y ENCEh'ENT CF ANY CONCRETE !JCR< 5. 'NO 4IXTE SNAL'_ SE PERT iTTED WT-OUT THE IJRITTEN 4P ✓4_ OF TEE EI'NGIINEE2, 6. VIDE A 4" SLUMP UJTH A TOLERANCE OF -I" FOR 1U S' AND LESS iN T411CKNESS, PROVIDE 5' 12. SLU"1P UNLESS OT= -ERU SE SF_Ci =!ED, TAKE ONE SET OF 5 CYLINDERS FCR E`✓E2Y FIFTY OJB!C YARDS CR FRACTION T :EeEO= FCR EACH GLASS OF CONCRETE POI RED EACH CAM, FOL LO +J ASTM STANDARDS FOR SA YPLiNG AND TEST['- . TEST ONE CYLINDER 4T 3 DAYS AND ONE AT 1 DAYS AND 3 AT 2S DAYS. IF ONE OF TI-,_ F T'IJO LS >....Y TESTS FALLS _LOW SP_' ,PIED STREN. 1 H, TEST 7HE TH'IR.. GYL iN:._Q .+T 51'0 _✓ Yom. TAKE ONE SLUT iP TEST (AST M C143) FOR EAC a SET OF TEST CY:iNDERS CAST. 8. NO CONCRETE TEST IJJ'•L L BE ACCEPTED IF CONCR iS TAMPERED „J174 iN 4NY1! IAY AFTER S4ID TEST 15 PERFO RED. REPEAT TEST .F !LATER I'S ADDED AFTER INITIAL S4MIPLiNG. 3. FORt 3-1ALL COh LJITN 'R=OOM ENDED r RACT'CE FOR C ✓NC ETE FC1JJCIRK" /-CI 347. 1 0. THE GENERAL CONTRACTOR 'IS SOLELY RESPONS FOR SAFE 4 EQUATE SIT -- GORING, RE- SNORING, BRACING- AND TCRMLiCR<. EN-i_ CONTRACTOR SLL CONTR4C A STATE OF FLC4 RED STEREO EN- iNEEIR 70 PREP4R= S :- NG .c.ND R,E -S HCR'ING PLANS TO S_ S511iT 7 ED TO T-E AIJTNCRI 7 Y JAVIIN! JURISD'ICT'ION FCR RECORD KEEPING. TEE PLANS Sr -!ALL SE SU'S`''ITTED T0, T--_ LNG - NEER FCR INFORMATION. NO HF'ES CR CONDUITS EXC =EDiNG 1/3 TE SLAB TI iOKNE -S iN OLJ 7 S DIAI TER --4 -L SE .: M ^ - /' C - - O OO T U T TEN /�. O' /', F ^.'1 T - D - =D iN _ TR� - ✓R _ C iN' ITT_ _OCR . :� R .'.r J �C'J . _ -R ✓-_ -IRO _ W E P OR CONDUITS AR- PERMITTED, 'HEY SLL E PLACED NO CLOSER THAN T-IREE D:A`1ETE2S C,'C AND = -:4LL 5= _OATED SO AS NOT TO li'IPA IR T':H= STRENGTH - 7 . G= S+ TRUG JR= OT\ 3GXES MAY 3E PL ACED :N STR!JC'JRAL CONCRE _ SS 3'JT -4LL NOT EXC =ED '2'x X 2 _ x3 I-_ N DZP�H, AND S-4 __ RA' = FROI : CT -_R JUNCT!�N BL.xES BY NOT ESS TH,=;N S'. I :'N'CTICN SOX -.S M/ E P AC= N M=7AL EC<CONCETE SLS UT Sr;AL L NOT EXCEED 4 !;2 "x 4 l/2'xl I/2' IN DEPTJ, AND SAL_ B_ =sEPA'RATED FRO'"' CTHEIR .,;NOON 3OXES Si NOT _ =SS Tr2 S'. !3. THE ADDITiC'N C= 'UT=R 70 T-= CCNCRE E Al T E JOB STE SAL 3= ONE ON .J 7H T'. 4, PRO` ✓AI_ CF T -E SF'EO4L PECTCR AND SABER ON T -E rUIDEi iNES SET FORTH !N THE CONTRACT DOCUMENTS. -'-- PL uMIBiNG 4 ELECT- L SLOTS SHALL BE FILLED IJCT- GONORE _ TO THE TOP C TE =COCA SLA3 AFTER PIPING CR CONDUITS 4RE \ST4LLED. 14. ALL 3EMS, SPANDREL SEAMS 4 FLCCR SLABS, Sr AL! BE PLACED ^^ONOLI T RACAL LY AND _ FLOOR SL 4B INSII -_D AS REQJ RED iN _ SEECIFICATIONS. 5. PROV DE CONSTRUCTION -O NTS N ACCC!RD41NCE L 4 ACI CN. ;0.4 AN D SUSM T ;OP DRAI! iNG -S S_ o_i N LOCA71oN AND D FEC T ION CF FOII:R FCR STe!.;CTJ+RAL ENr i'NEER'S REVIEW. PROVIDE KEY'WIAYS AND 4DEQU4TE DOiL;E'C_S IN 4'L_ CO \STRUCTiON JOINTS. 3. 'JSE ASTM 4 FCR AL NFQO NG .STEEL. CON TO 4CI 30''1, AC - ,'S, 4O1 - 3, AND CS I MANUAL OF STANDARD PRACTFCE. A_L REiiN CRCiN- SNAL L BE ACCURATELY PLACED RiG'DLY S'UPPCRTED AND F'RML Y TED iN PLACE 'JI7N SAR SOTS AND SPACER;, ft' ACCCRDANC_ WITH 7 _ 1 E ABOVE REQU EMENTS. USE 1" GLOVER R- INFORC!NG EXCEPT AS TO_LC +L;S. SEAMS OO'_ IJMN S SL 4E3 CN GROUND _ ... __ SLABS (OT -ER THAN ON GROUND).. 3%4" POURED I !,'ALLS 4BOvE rROJND.. . ' -' I N C E D ---- AT - AT 2S DAYS --ALL SE AS FOL: OW!JS: 3000 PSI 3000 PSI 4000 FS1 4000 PS! 40x0 PSI NON E NFC CE CONCETE NCB CONCRETE NOTES SO71C'"' 1 ;/2' I 1/2 311 i l - 3 1. 2. OO FETE I'' 470 \I<Y ,\ J CONTCRMIN- TO 4STi<1 C?'0 -RARE N -'L 'JF =TOES 3/4' 1' POURED CW4LLS RET41NING FIL iL._... ^ 7. L,aE PLAIN, COLD- ORAILN ___C R C4_L_Y _ r' -D SEEL C �_-. TO ^^ 3" WIRE =ABR� CON: IN T 4S TM P'P_Y IN FLATS _ETS ONLY. I.4 i Q N R Y - LO JP -- SC'NR<' UN _^ FR CR 7C OCNS'R.O CN O _ NEXT .,7CR`. SEC_RE ''ASO\RY TC ,I U -T �a - - - .! _� u. INS 3 . _E N O c JI N.� EIRE _ ��_uI AS RE v 'N K ✓I N /NC-CAE T.�R 4'NRY, rO.R _C '7\ T S- Jam= PL_ -'.N� �' ✓. I ART \ T :7 \ RJ \ \'N C.:N. ''J 7E TYP_ .1 027 R. JSE CONCRETE MASCNR` !JN''!TS GO \FCR INr - C ASTM CS -RARE N -' EXCEPT TE i'IIN. OCMF� =S3 ✓E STRENG` - 0= :\ V'7 :�c PSI AND _ -RA -E CF E T EE UNITS iN 2500 =3. N'= `N _ ��,_ SE` ' -�- �� ✓N <` JN � = <� �__NN'A_,. =Tc- ,DNS �, .. _ __ SQ. - . C= wAI_L -RE __ F20'" ACTUAL JSE S-T4N: =4Z T2U�- _ ,' - t = :NFORC'ING IN Ev'=R, 07. ER CO JR3= C ONRY E__A2rNr ,;4_S: EXTEIN N0 _ ..._JY''N'S OR I 4S ✓NAY - ..i _U1N3. 4 - - NO'- R E'OL S R SET N A\ ^L -_ - '' ;< C J'T� r RO_i7 FCZ BOLT =D OOI ✓2 E. __ -.,. o_1 ✓ .�_.i.i o_... C'NE CO-S _ a3C ✓- -.lN O GC.'�S =- 3E_O'- 4NGT' - __ ✓.-.. ''JN. ESE <.Er- -- .,JCCD - ' ✓`c .,. CO N CCN AC '- P/ :: - !N EL cR - ;_R5 e ✓_2 `L_ S0yR` of _III tic` I STRUor�JRAL e - N C TC B _.AR M .NCH =.. EC \/7 ='N. Ni i .1 Aw/_-.I y O ''- _AY ALL NTS -FTE2 CONST2'' C'10N CF T - 'NEXT STC<Y. =EC:R= COO=T= COL ✓INS ., TN GAL` ✓A :'NCZED DO'/EA TE AINCHORS IN ✓E R` SECOINC GO'J2SE (CR APPI <C ✓ =D L.^Y JNI N R'UNN N- BOiND. T ^ -� `R� TR'.;✓_ TYPE ''450NRY RE NFCROINr 1 E' ✓ERY OT ER COURSE CF M. ° - T 1 3. U SES N1 ,: IN NRY -X = C I E XT ENT NT , T = A C \RY C ✓_'U!" \�. 4. HERE ANC- SOS 4R SE :N ^ASCNR AL_, FI!'_L SLOOK CELLS 'JITH ! RO'.T FCR BO -TED CC' 2SE. _Q F._L -ROLUT BLOCK ._o. ONE COURSE 2S/ TO ANC LOUR &ES __ U A'NC' C2 ___`✓ I:'CN. 5. USE PRESSURE TREATED WOOD FCR ALL WOOD iN CONTACT WITH MASONRY. e>. PROVIDE LINTELS C E4DERS O` /ER 4LL MASONRY QFENiNrS NOT FLUSH WITH STRUCTURAL FRAME. LINTELS OR HEADERS TO 5 =4R M. S INCHES EACH SIDE CF OEENiNG. E)<TEIRICR RE INFO CED i`'14SONLATE ,!CELT LO4DE1 W4LLS LAY UP ALL S' MASONRY UNITS AFTER CONSTRUCTION OF THE NEXT STORY. USE TYPE M 10RT4R. LAY UP UNITS IN RJNNiNG BOND. 2. CONSTRUCT REINFORCED MASONRY IN AGGCRDAN'CE W - A 531, "SU'LDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" AND /OR 'SPECIF'CATIONS FOR T -'E DESIGN AND CONSTRUCTION CF L O4D- SE4RiNG CONCRETE NASONRY' N.CJ".4. 3. USE CONCRETE MASONRY UNITS CONFCRMiNG TO AST M C� GRADE N -I EXCI =PT T- = ` I\. C = ' ST Ir CF A v ^ 1^ 7/-'/T I A I_ T 4 ni TL - - - /^ C FR -S. _ <ENv N CF N NIT- 1� __> ,� PSI N� I H- VER"� = OF _ TR UIN'l ;N 25v0 rSi. USE ONLY MASONRY UNI7S THAT 4R= A i CF 50 SO'L'D 4. TEST ONE SET OF i''ASONRY UNITS IN ADVANCE OF SEC'IN \ZING OPERATIONS AND ON_ SET D',RING CONSTRUCTION FCR EACH 3000 'Q. FT. OF WALL AREA. SAMPLE FROM ACTUAL FIELD U\ TS. S. USE TYPE "Y' MORTAR IN 4CG02D4NGE JIT a ASTi' C2T0. USE 3/3" FIL LBEDDED JOINTS FOR AL MASONRY UNITS. REM VE t iORTAR PRO7RUDIiNG INTO CELL CAVITES THAT ARE TO BE REINFORCED GROUTED. ALLO'JJ A MIN. OF 24 - OS FOR MCIRT41R TO CURE BEFORE PLACING GROUT. b. USE 3000 PSI PUMP M< 1RE4DY MIX OUT !"'LE WITH Y14X. 3/3' A=GATE MAX. 5' TO S" SL UMP TEST SAMPLES FCR COMFR_3SIVE STRENrTN EVE R 300 YARDS CR EACH DAYS GROiNG T. USE HEAVY DUTY LADDER TYP_ MASONRY REINFCRCNG IN E` ✓ERY COURSE. USE P::REFABR CATER CORNERS 4'ND TEES 4T 41-L LUTALL INTERSECTIONS. CvEr2L AP D;SCONT1NUOUS ENDS 4 M. OF '2" r- CRIZONT4L REIIN'FCNG SNAL L GONFOR'1 TO 4.77 1 3. JSE F5 1N GROUTED CELLS AT 4LL N, RSECTIONS, EACH 5 DE OF l'AL_ OPENiNGS AND 4T THE ENDS OF CALLS U.O.N. 9• SE SAR SPACERS iN E` /EIRY 3T- COURSE LEE CELLS ARE TO E3E GROUTED. 1 0. FRO ✓iDE CLEANOUT OPENINGS FOR EACH GROUTED CEI _ AT EACH FT. H. USE 4S7 1- 4- 0 REiNFCRC:!Nrs ;TEE'_ iN - 1G4-a- C_'IFT GROUTING USE 4 MAX. LI =T OF 5' -O" ..J TN 'IM'iN. ii2 -R. MAX. AND 1 -12. BETWEEN L FTS. vtE ATE AND RECONSOLATE PREVIOUS LIFT AFTER PLACiN'G T -H- NEXT LIFT. 13. SECRCED !MASONRY 'WALL CO \STRUC710N aH4LL BE i'1 ECTED SY AN ENGINEER OR ARCHITECT \ ACCORDANCE WITH 4O-31. 4. LUr;EI,E ANCHOR BOLTS ARE S ET ITN MASONRY ''WALL, FILL 'LC< CELLS '.J17N GROUT FCR BOLTED CC'.aE, ALSO FILL J /,GROUT IN 3LOCK GL=EES. ONE COURSE ABOVE AND T!JO COURSES 3ELO'J ANCHOR EL EvAT'!ON. USE P IRE:.SL E T R=ATED C.JOOD FCR 4LL .JCOD IIIN CONTACT CW . - Y 4 'QNRY. 7. P ` E NTLS O =ar' ^RS OVER ALL I ''SONRY OPEN'N!:S NOT F''_U3-- JJCT; STRIUCTJR. =I_ LINTELS CR EACETcS TO BEAR Y IFN. 8 INC-ES _4C-4 SIDE OF O�ENNt. ST LOTU4L STEEL 1 T .� _ I -_ _ _ �' _ _:� r'.. C 30000: S 3. 4LL EL CON ECTIONS 3-4C_L GONFCR^ TC T A' , S S7R'JCTURAL Iw=LD:V3 CODs DTI -85. 4. wEL DING ELECTRODES TO BE E /TOXX (J.ONN.) 5. ALL STRUCTUR STEEL .HALL 3_ FAER,CATED AND EEO _D IN ACCORDANCE W.7- THE _RTEST EDITION SPECIFICATIONS OF THE 4!!SC " STEEL CONs7RC7!ON MANUAL ALL BQL TS USE AS CONNECTIONS BET_EN STEEL ' S-AL BE !r-a .STRENGTH OLTS OONFC!R"'ING TC 4S T M 4-325 UNLESS S PEC;FCA -L`- 'NOTED OTkER!E ON T E OR4 , NG -S. �s! f�l' ISLS SC+ s+ rr. arel'o n• sFlRw' ��. w. c es vamY - .v:rr:*e..:r.m•><s.1hs':aP.m r_ a. P.+ MS wnr.= s''. �nexzaW' sar+ rY+ he;+ v. wv. ycel=+ cEsc, v: s.> wss .:a>•..�.�:•. ^.. ,- nem•:r :. - eiwKk;w.e :.- u'a"�.sYS.ny.c'.r•.+szvw'>-. x'w.'•�., z aa.•.:ycu`f+� SOIL RECOMMENDATIONS-EXEC'UTIVE SUMMARY y . : .r I ,c I'r r-� o � rr,c r,o 1 ,�. ^ p r , r r' 'r- r p r p' :� r p. �n 'r r r rG ,, ♦� r ° i T n n 'i- p �"i05'� O t v _Xp :�rat�Gn LJaS t0 �� ✓� �'� I :iDrfr'at �n ��r!�ErnIY?� tt Slt�° S1,.�5� taCr ��nd�.�OnS �n D: d.r t0 , ✓a''vat� tr'� 5_� � -pa a �G�.: �I � t5 ark prOVide F'Ol -, ddtl.✓n rO'",f'l�n�d. G<S f'O� o• t'rs plan „ --d ore -story addition to the pxist"re rp51d_rlcp. 'r p'✓ 111 , r - : 1 0 r-r, oc'ti r• tt os r i O d , tin 5 I_ n r� r �o r' r• F r oX- ', - r, al-;IS at d �n a 5f'al,O.t, Po ✓nda-In 6tio.�f0, tC� FO✓ �a� ✓, o✓�_.J ,. I� t � Sir✓_..., � d�/�'Itl�n �a'n ✓'� p .�_d .�11 � -t,.� ...n t..� � t _� _ of , So �� ,,.. ,,. r iti,',o rea - Sr :^j' rr-r, I.^ r- t r;r^ {r' hp ^1' -- - .-., .: l r :o -- r'rlr -- ',- -, ;3r i ,co T od. i „e 'r,o. o +o r �r1 Or s-r + C on r - r:, :-.o -r'' -� t nL,C.5 P.✓O.1 JO . ter t o,p ,,.�: t of , ▪ o- r I ✓st✓: F_o.I. 25 5rTo' .i.�.. at sa5t .7 F_�t ..,�10_L t..� Fi!1!5: -^� _X..r �.-. -O OrC` ✓ids fir °I, :t ,I t p 5a. �,' ...gal I r � � ' TO, tc lr s r^' bo r °,r pn r^',. - o o osa 2 er ft Teo_ ro, r' n^ r,o t !y, ror� f '� o on ,oR s- on•o ma c i� �- �rsJ S�rI ✓ a..�ao0 r ll ��ar!n�1 Or�S3Ure G 2,-00 p5t" aftI OUr 51._ pI �drdtiGn �.,.I. �d :i0 I� p, _5'� __d 1 : thl5 : _ Jr- rd' ✓� 'Yi=p 1 iR__L ff� I,�d. ' Sin a ✓rt!Orl OF tY' :� nrOW addit :0(1 i5 .... tC anI �X SL' :d 3SOti� - n' - '" in -: l rlo•r =r''rA t'!.On Of` th etUUroL.'S (OUndat!GY - SX;st�rl 3 °_ '!^ "r, 'o'. o0 p :a arm 'ts as3oc'at_d dra _ p trJ_ p p_ < _rd ara;n a I�_d to ad tr'•s ex_a Jn I_, P �r r �� r r r r n 1 n• G -Q t a t tt r.: .✓ ✓d �, t � 5 �pt!C tan1C and dram I � :'d �_d5 t0 l�rO - .1,�!Cf`I sd .Jitr1 SutaDl.� �� + ..,a�t°d a. U_.tJ'a f'I, .✓: � :•�' ,., d' ✓Oid ,,, .,.a _ -d -�.L1� �rt5 Or L St' :Gtl -ru. SOIL RECOMMENDATIONS (NOT =: -__ CO'9PLETE GECTE - 4N'CAL REPORT PRIOR TC CONSTRRlJCT ON) FicL` . oNs A __ 5ASED ON T. 3_.. _o -N!CAL o .✓T DLN`IPLE 5T HR E't3 :'NEERIv5 l.ND SERVICES ! eT'Cl : 5.2. FOUNDATION DESIGN: 5J55U�ACE C'7'rDl T10�$ 4<" SA'; Ar_TCRT TC °l.'Frr':DRT T.._ FRO°05ED ONE -STOAT 5"RJCl,:Z A_lo! - 1 N CN A 5 -ALL7L FODUDA''ON 6. Er! AF TER C'..R 5'E F --P.:R 'O_ - EC0 :I�S HIVE EE_N r"PL� •E'N _ :. . E r1D V'7 AL ADD SLIt , I r.Y_Jo `0 -_Try b -,AT 5EAR THE G.'.- FAC .,::EP'A}L5 EX:STh:.3 ELVDT &7L5 T-E 'CC'TIN551"AT EE DE513NED _5rty AN ALLC"r�+BLE 50 „ _ EEARC:'s FRE 5_4:RE :5 : @22 PSF. =OOT1N36 5: -CUED FES..¢ AT LEAS' 1 5 FEE' 5Eil_ :' -E F,N' :.S -ED Ex'ERISR 3 ADE TO F CO' oF TI _ 5A,IDT 5-4,:43 50'_5 • .V 1 'E Id AND :4 NC 'ES i.l�'E FFCU'�'.C'-ED FJR EEE' :.__ E._v _w. '-E ALL__ BL- EEAHN3 FR£54.RE ^A' NOT A a E FOO''N.S EE..R ON CCMPAC -ED ^:_%F11_ 5U - A?_E So-L 5 GR DR aG - ,F C -ED S'FZGTI.R +.AL FILE_ C EN5 T' :E5 E_ENT 'O 55 PERCENT 5 _ R' ' lr rrLGT - `•R ",AX�,^,,T <T -_ -5 W ^I S-.a ..: E d; - N _ _ EI_'_ `HE RECD- TIENOED SITE F'�_PA.P.A T :<' -Y- -611.0 .SN AL_O:;.w�LE S _ = 1T,:_ -- _- y:=ti A:1 5 T = I_E7- oS A D.-PJLD EE AFFTZ.x ATE'_- C'^i=_ .'i- 5 -_'CI T.E .ND -U R - TILE =_Ag R F BE _-?1=,' ?J. _ a C!J-F. v_I..3L_ COLS CF CGT' I_ E_ &_ _' -'c _' E_ _ :- r-_- _NT :.'__ __ SRJ= Le _ F __ ..'T_RA;_ .,H'.%JLD -"' o,qC ?D TO A DENS. LF ?5 - _TENT 101FED = TOR .Arne _R. N5. 'ENS ?T S-c"JL.o EE AC:."E\ES ^, E .FES INO.E S O _ 5EASftC, OS A VAPOR 3A. 2 R -11 L , C.;rr A D n 4tL s'O^: J. _ _u,2" _E J- _F R = ._TT'EUD T..4' 0_- E ..RCJ.0 - -E ':.A__5 '.. • F__-V- 1 A - :0�5 T.E L_1,L __'c C E R )R T E PE?U_v__ F^I.HC` N S _: 31 A5 N, 1 - 1.:5 5 56 73.1 D✓RS 57R :%3: F_ a_ =: , 11r'END TT F2GR TO FROC NS -/ T -E CONS: T A__ ._Te::N, 50!_RO_'-> FOUND A';ONS, EE G'C'A'� D¢IN F.FLD, AND E 5'RFa =ED wD E -'. Col ES,_ '1 THE CS15 JGT'.ON 4F.EA5 Fri, A'o 15'AnCE GF f.T _it11 of i_'ElL ADDITIOY 4ND 5_32 EM 0= O_p =OCT!NG3 B =>< ST'; TAN< ."3 - E1 lE RIND T -E - ; , 'E OLD ✓XJ'1NG5 E - 'o , _= -E l r 1 - I :.^v. ti - ___.. 5 5'..Y _ S lO TENT FIISIFI__ 'nE EXCII'A - ED 42=45 c AC 5 -, Z =S %PIE F __. �- STUCTL4L Gr-N =RAC NOTES - SO L R _' ✓: _N �,=- 1TI 1 1 -2 FLOC FZ e ; PING PLAN - ROOF = 1;N G P_AN - F P_ '\ S -3 STJCTLL SECT'ONS -4 STRL,C"uRA'_ SEC`I10NS 33.3. SURFIC!AL S01L GD P4CT10N; AFTER 5 " <FP :tri AND 'H'E S -E GRa _5 -4vt EEN LE E EXPC^ED SOILS AT 5�r-F 4- RFY_ES :HC>JLD 51E FRO' ??Ll ED. T.:. 5 R'1T E 5 Fob"F'R'NT :+CULo EE ▪ p - 'Lt I_' IP i... FA1-c5'CF A RE - AT, JELT LtA.I' TO r}C'ERIr! '.JE13HT v'ERA CRT D 1 ' - CLLER DEN51T'E5 E ' _ - V , ALEN- TO AT L =_45' E5 F'ERCEI- o f T'' ^E I c F ED FCC R R"AX DRT C- ENS,TT IASTr+ D 'BSI; 5- 'CJL'J E C-3TAi :NED'O A DE°TH AT LEAS - C IN,_ E" _E.7J)'NE c01'i=A^ EXCI.'A D _I,FT _E. 'C-_A.'�TLE55 CF T._ DEa,lEE '_JF CO ACHE�£D, A riiN. of 6 COrlr LE`E C' -,'E. *" -E5 S JLD 5= R".4.E -E P_OLLER IN T-E AREA SF THE NEW $- RVSTtiRE N c'Z ER To .JEEP :NCF?A T E DEN5I TT AND VW'RCvE -HE A TT OF T -E JI,ER. T..E ROLLER GC�EP tiES C:+P�LC =E D'v'. ^ E,E.�,LT INTO TLC FE :RPEND!CLL -R D;QCT _' 5$ 534 STRLiCTURAL FILLiN3 a EAOKFr- LING. 7.1?2 =ICE S_._ CCnPA.T!CN ,-E _. ^tA'a 'cE PLACE.^. IF NEEDED TAE 5':RJCTI.'RAL FILL 5'..C\ L D 5E _--, LIFTS NCT E><CEED, G I: L +O.ES !.`, -CLEF � ..+W _ J3:RATCRT ROLLER EACH LIFT S.- '.7J_'o EE .r,C - FIAC - .a. 5 :ES ED A,ENT TO AT EEAS. .OFT E 11CS,F +F_G R_ ..FCR ^^AX. -Ia DENJITT G '.NiFO'd 09TA,NED. 5 "^uC'.RA_ =_ CR 3AGKFIL_ 5:•O'._ - _:55' 6 Ah INORSAN CN'..'^'- _A5T..'aRAY.;LAR =0'L C«"A.v`.'.3 ___ =. +s w l_ti IESH 5E,'E . L __E.AN SA'C OR I F= 50_ Ci455- :".4''Q' ! JF sP:'.L SP _ r `ND 0'_D r00TiN D _ _x _ _ - T 4 . c " CRA.N F L 24E " E EX C.A F.__ . N e€ -. E ' ':.�_ _.. .__ On 5,4 `i EA w'E¢Dc7..h ; ._ E.iN SAND. S A -EA rER R. A Sr.AL -SAR• R R _o ,,...NOT.:tif ACES. 4F 5=:_S�,ES: CF TE_EA✓T' ,_LR F.EL O* _..._E A_ Ot R •_E CCTFAC z.. -BACK IN IFS NC _ s Y __ SL_ I .. FT" - _= L ti 5E -" ._f N 55- s �L.. E'3.li - E' T FIELD :" _1,S,TT CRAVE_ 15 NV ;M_, ,:_ED.;F 5 ='_C_ - i' L'I'_2oCC F'L_ ▪ A _I'FT rJL Ce C ✓PA E� .. _ .;'F A. E..> ;i 5 R'CTCR' AX:ntN" -_'.S - _. . • _..E 'LIFT CF T.E C :RAf_ ^,.+'_Ri A_ E:_. X._D 5E PLACE -'-'_ z - _. __ _i.�L.. 5. -. 5.R DATER END or:`,:I_O'L GKC'H;N :'_LL`=R -SON I5 NOT AN.- A-E V EE R NS- 5: C, LD _E 4N G'A:ED ._UR.vi -_ 5 FFOCESS. L< 'S R✓ =E.'3 RTES' rE5' -E PG-ND_.. v...._R 'D _'- ALA IrFEDE OR = c - .'_._- CN"R::TC15-L.,T `RTC . `O I,,- ATIONS. _E . I _='PESE:N' _ SAYi= _E OF' = o'RllCTtiRAL F - ER',AL A Tc LS=E • 4. ES UJIL. _ cS EO TO >r :I'e -E -e -FACT ON I : A.5'F.CZT10N CF:ARAC SiT F+_A$' - , ,ED -E T_5 Z. c - '-1E "":,'ERA_5 AFS AD-_ .A?LE :.ID ✓R a- . :Ov'.,Y -A A -S 'r✓E '+JER =', Cv` D N T :;E CCr FA'. ED x'S I.:.a 5O S Aw 4 E.7- - CR L1 To CONF!. Rf --AT _ _E __E5._O'.•-ACT: -R- a im 5_ LIFE SET SF CC IIICTED Ex'ST'r - _,E S...r.RE FEET =ER LIFT 55 _EN =RAC COeSTRUCTiON GNITCR'.NG e _ TANG C os rslocat_. a a a a SAVINO & MILLER DESIGN STUDIO 440002463 LC 00008 4014 Chase Avense #'219 Miami Beach Florida 33140 305 - 538 -9C62 Fax 305- 534 -9062 a ALL DF KWC3 AND ':(RITE[" -V L1"ERL4L APPE:,R!4O :HEREIN CCNSYE THE CR!GIr LL .WC U'rv'Ua'1:NS 4 CRR OP $AVJC k ]S]_fl D'SCN STU➢!o OD 1Y Nu' BE DUP..ICX'£C. LS OR Di9C.CS!t W.THOUT THE EXPRESS CONSENT OP SAVINO & &LLER DS!GN •."UDIC J 0 ,/ LI I_ O CJ >J n C.4 LE: W L LA z w -1 C 11 ✓ N C PROJECT NUMBER. DATE 22 \,'7 S1ON` nil d i< i iFL'1 L M1)L - K DPI I FT ; 2!32« RAVITY :23�0� 2'x3" P.7. UJOOD R4 =TERS a , S' O.C. PRE -ENGIN =_RED ROOF TRUSSES a 24" O.C. (75P) 00F 0V =2 4'NG T'USSES TO EXTEND RIDGE OVER Ex15T�NG ROOF l2O =F SLOPE 4 17= _'GI -,T TO EX;ST'NG. ✓ERiFY oN :MTE FRI,f.%R TO 7- 45RICATI0N. XIST''NG ROOF SLOP_ TO BE __I N4 TEJ —. 31; I I N I t TCI TC 1 : FC 1 1 * 1- 4 I � x N < < <-- < f ›.--i-4- ' a s 21' T ' J!�i:J(2.rIN(..3- 1 ®I UPLIFT: 74�z o' -a' FC 1 1 I 1 1 I TB -I I� 12DER TRl S 4, = XISTINfs TIE F C 10 1 T r (2) 21X ;0" ON 1 1 1 1 a 1 0 WI U Nr 4L x c-4 EXISTING CRAWL SPACE TC 4 • .1 NEW CRAWL SPACE I \`- - 10 -=FT ^BC' ✓E C2:^ --.'..._ N./D1 I 1 I i O E E ^c PROPOSED ROOF FRAMING PLAN 1/4"=1' 0' i t _ 7 � Jr LE "\ E , C 114 " =1' 1 3� 5' TO I r, j IW I�0 • • • • 7 FC 1 C21OK . 1 1 a l J � P. I 5P1 Dr INf ---E > 1 ST i �N TIE NEE T -2 F -2 II 1 EX ST'.N 10' B -2 T B2 DYING =PDX" R0.T =r NTO EXIST TAM I N� S B 25 12 O.C. R.uU. '0.23 FEET (yL 0' ✓E) NGV 1 XT G. ifiv= + 1023 = - -_ X8 0. ✓ NG' ✓D F • µ - 7 7 3 -10 LUF 24 F fi ; 1 1 C 1 t 20' FC X13T;N'G 0\ / LL I_ �r – T – Y T – ' - 1 – T - - - 7 - 1 1 4. i � yl y l y . \y( y l I 1 FIRST FLOOR& FOUNDATION PLAN apL�FT: a41 GRAVITY :9''O� 2xa F.T. I'LJ0OD ZAFTE23 s" P.T. 1 C lLIN� T - .BUILD 0'' ✓E2 EXIST'ING TE 5E41. 1;=1G-NT TO BE =iELD VERIFIED. -3 T 2 A4 L_24 NCTE NEIL TOP ELEVATION OF NEW TIE - 4"S ti ADDITION TO I`1ATGN EXIST1NC:s TOP ELEVATION OF EX;STING TIE 5-A11S a = XISTIN, NODS= UN _ESS NOTED IN PLANS. N STANDARD HOOKS THROUGH OIJT SOT T. BAR 1. -00K =D DO'J,5—"LS E4 SIZE E- INFO CE -11E-NT T--,E SEAM 4ND HALL L ^ P MAN. 24'I FOR CONCRETE COL I AND 30' FOR @E INFCICCED SOU T ED MA ON✓'�� CELL a. 2, At__ AT TOP. ter= C= 0 O_jMN Tit COLUMN' -01 CONN CTS TO � T = �E �'� O t i T 1 �. I �. � �J _ X � I'N _ ,-�I 02 - O �TfNI�., DPI_L ✓S I N I O _XI,. I AND ET 2 - s~ /3 - 0'' _ON CO'.JJE_S N1 = X- = OXY FCF CO_'„"N _ CO N 4ND ° x 3 11 UOti DCI __S sOR 7C',. 4. I Mai C T'IE �O1 I'.l l S ST4TS FS'OM E <S T :1N O_ ��I I. � I POK N EXISTIN . G,i BLOCK OP CO\ P TO 01. .1.) ,. INTERIOR MAIN STAIR: S r P W N ^ C i n UL ^iT1ON :S WI �J MIT D =OP 4F-"E-R'(:)\/ 2-.',_ AIR j , ,, � �._C I L � Tyr r �� �. NOT S i1� 4_i_ ST S: " r ' � �., /. n T 1 � ^ '- ^ R M I F ^ = C /( P /1� C M p'. 0 1 ✓rP;-- I��N� � 4 ��.�O , I,N� ' al L �� w�� TT�� I �e P� ✓�.L STAIS �,�AL v �. I � I �ti � ti =-- I.E/I a. FRAILIN ta AND SAFE 4L S: S1C:NED AND Sr-AI E CA_CI.:_ATIONS 4 :: ALL TOP AND 5O T TOM CGNTINOUS, L4r TOP ;✓ARC IN MIDDLE TN'IPD arF4Ni AND LAP SPLICE OT T OM SAS AT S'J=P OPTS. LAP SPLICES SHALL 2.00K ALL TOP SAPS AT ENDS 3. 1j PE TIE BEATS EXTEND 'ROUNI CORNERS PL AO_ (TOP 4ND ; OTTOM) 2 0 3 L - BARS WMTN 30'I LEGS, (CORNER BARS) FOOT N NOTE: ..Ili- I =R_ OO INOS =X T _1�� F-+ 0 �✓ CC:j P_ =' 0E � ;J . � =_ � i1 r-` 30° L ECG =_ E INIFCRCE " =NT ' o 2 �"XS 1 -r �rt 24'X "I SHZE 1 D i ! = Ar T H- BO 24 " X CONT. '2' 2 12 " T �I"I KN E S S NT E2- 00T N TYPILAL Br H1 CIA RAIN . C. 3 S BAR'S CONT, 'C' EAR 'E' BAR TOP EAR -I- K= 1 NFO0EM =N T 0 4FRSg- 12" O .C. 50TT 'r B;-;2� = .LU. .�� I I '11 L L = 40 �S - ;J �= �I��M TTD =0P ,f � "•= P0' ✓AL OR L2/4 VER .5 :)BEATER NTS I I I CE'i Kj 4 S TRANS` LAP 24 BAR DIAME`ER STIRRUPS AS SCHEDULED 1 1/2' COVER ALL SIDES 1 ° 0. ✓ . i� P CO` ✓'I ✓= TOP BAP EARS ARE - EP BARS AT NL'N- CENTIN LSLJS EN_;.S E BARS ART TER BARS EVER RIEHT IN ERIER SUPPERTS TOP BARS ,.,ALLED TOR AS CLNTIN US WHEN SPLICED, SHALL B- SF] _._ D IN THE MIDDL THIRD Er THE SPAN N „04_ TI--; L2/4 DR CANT, WH: EVER GREATER SAVINO & MILLER DESIGN STUDIO AA000246.3 LC 000208 4014 Chase Avenue ,*219 M'.a ni Beach F crida 33140 305- 538 -9062 Fax 305 - 534 -9062 1 DE, fri CS ND MtI. ..N L.A'EZ.. APP`_' R :NG ii P .N J "'1'" 1t THE tRGI. \ti VD I.tv?.,E_l :°..J' C.RIC 0£ S. k Yr —ER r,- JN SftD!O A.N E..A:' NOT SE DUPIUCA 70 OR DISCLOSED ■7I1104T rut P'(?:as WtJ EN C_NST.'J".' JP DAV;NJ s Ni DESIGN r_D(0 se. C I 0 r SCALE ,r A1 r_ 0 4 PROTECT NUMBER RE0I31ON3 0 14 7 (f) Y 4 A SH E= NI, }MB✓1 . a NEW DACE COUNTY PRCDJCT CONTROL APPROVED RED CErENT FLAT T ROOF OVER 3/4' EXT. GRADE PLYWOOD ;EAT; - ING.(SEE ROOF NCTES)iNSTALL AS F'ER NEiJ FLOR DA CODE $ 1'14NUF. REGOM "ENDATiOyS 1 -E /»1 EXISTING ROOF STRUCTURE TO BE (2) 2 "x3" P.T. DARE COUNTY FRODUCT ONTRO . APPROVED BUILT-JP ROOFING OVER 3/4' EXT. GRACE PLYLJOCD NEAT ;;NG FIXED 'JJ /'0d Nail Sw G� "O.C. 'NT. 4 a 4'0.0. a BOUNDARIES. STRAP CONNECTOR TYPE u SPIRT 24 EAC R4- = Tel -3EE Sc -ED-. E3 TCI SEE SON= DI:! - =5 P.T. l D. UC!STS .� 12 "C.c. � , TYPE ASP T!..;',-1 23 HANGER EACH BOTH ENDS. 1- Lr - =,E_ SC -- --- VAPOR — 5ARRIER. LLELLCO�P TAD— — ./`,N S01L (SE= GE0- T E. N.C,4 REPOR i ) 4S B4R DO!L =''.S 'INTO EXTG. w/ EPDXY GRCJ TRUSS ANCI -iCR TYPE USPTAPL !o EACH DRIP EDGE TBI -SEE S0- EDi:_ES FC 3" c"iJ r'O CCNT. TOP TO BOTT. Ik1�� •I • VY F.F. +!0.23' = ROP.NVGD � o 0 #AW ArfA . • • • i 4 AMI" ' 1 1 I I I I 11. F24 - SEE II L F0 ET+ ENE MEMBRANE - C' /EIR CR4W.._ . SPACE EARTH. - "x JD JOUSTS 2 2 " XICP `T . COD NEW W4L l 3 50, T/' - O.G. _' RO.L''S • 1"I • 1 fl NEW RED GE" FL 47 T'LE ROOF TO 4 0— E><. 70 BE REPL 0E . TC SOLD DOr C NC ACCORD NG 10 FLORIDA BJILDING CODE. NEW NE PRE- ENG'NEEREr WOO l SNCP D'UG3.: °RICK F45R'ICATION), 1. .7 • DCaE_3 s 1 2' O.C. EPDXY GROUT o" ,NTO EXTG STRUCTURE (Ni ( °'P.) II I I I — 1 i } EI EXTG. ROOF STRUCT. NEW FL OCRiNG . SEE ARCH. s NEW dEDRCO1 2 CLOSET F.F. +10.13' - 0 rj PROP 0 I Mr� rdi I 1/211 =L-0 " \ �� //I NEL2 DADS COUNTY PRODUCT CONTROL APPROVED RED CE" FLAT TILE ROOF OVER 3/4" EXT. ..-R4DE PLYLLOOD SNEATI-;ING.(SEE ROOF NOTES)INSTAL L AS PER NE'.0 FLORIDA CODE 4 i14Nl�;'=. RECOr1 EINDATIONS NEW FRE- ENGINEERED IWOOD TY, 1 E 04 TRUSS SEE Sc �EDUL ES CS -3). <R<OVICE 540E D �3. FRICR F45RICATICN). B -1 BEAM DARE COUNTY PRODUCT CONTROL APPROVED BUILT -UP ROOF Nr OVER 3/4" EXT. TRADE PLYWOOD S-:4T4 NG FIXED 1.1.J/'I0d NAILS s 4'C.C.a EDGES 4 ro'o.C. !NT. 2'X3° P.T. PLATE .0 /3'0 BOLTS s 24" O.C. STRAP CONNECTOR TYP* _SP RT 24 EACH RAFTER DRIP EDGE 75I-SEE - SCNED,_ES FC 3" 0'-1u CONC. F'LL CELL LIJ;(l 3 CONT. TOP TO BOTT. 2'x3' P. T . UD. RAFTER 'S" o.G_ w/ NANGER TYPE USP T4 25 EACH. 2"x!0" P.T. '.UD. JOi -STS 12'C.G. w /TYPE U3P TUN 23 4ANGER EACH BCT a = NDS.(TYF) 2'X!0 "P,T ED��ER 111 / 3° 0 KW H< BOLTS "C.c. INTO FILL ED ;7. I__ SEE _ S0- EDIJLE. -1 I ' ; T. LOO LIJOO I 1 1 I l �c E IST BOLTED I I 1 , TO NEIL 4 EXIST. L!IALLS I,J;/3/4 "0 <l.Ul< 1 I BOLTS s 12'0.0. 2 ROWS INTO F _L CELL S, VAPOR BARRIER. LUEL COrPACTED, CLE AN SOIL (SEE G E T.= C- NiC41_ REPORT) FOLYET= YLENE I^_I BR ^NE SPACE EART4. 3/4' PLY SNEATNING IW /!00! NAIL'S sS' O.C. NT.B 4" O.C. s EDGES 2 -2 "X3' P.T. LEDGER E4. 31r E W /&/3 "0 BOLTS ' 5 ° O.C. 2 ROWS STAGGERED. �� /`, '„-4 11,2' = 0, J ° I B -I 1 1 NO. 5 AG:_ ORIz.7RUs RE,NF. ALT. COURSES ( TYP) T I 1 I I 0 1 I T 4 1 — 1 1 1 0 , _ l ! 1 1 1 I �'� I ! 111 , — T - I 1 I JSPTJN23s Each TRUSS. — 2- 2 :,X3: P.T. ' EDGER Ea. SIDE 1 ..:./5"0 50LTS s 0 . c 2 RO =S STAGGERED. '531 E DRY! AI L OVER 4' FR /MTNG ILSPTU --;23 EAC a (TYP) BOTH ENDS \ Fr. +'023' PROP. (' 1 1/2 "= 1 -0" 0 o W ION 1 2" X 3' P.T. 1 I.JOOD RAFTERS s 1b" C.C. NEW DADE :CUNTY PRODUCT CONTROL APFROVED III RED r EINT FLAT TILE ROOF OVER 3/4" EXT. GRADE PLYWOOD S EAT ..JIOd NAILS s o' O NT 8 4' O.C. EDGES. INSTALL 43 PER 2001 FLORIDA CODE 1 d IYANIJF. RECOMMENDATION'S (7 )2,x 0" 'o_ -S s - r ` ` u f ,7 EXISTING `✓ 'SBAR 45' L A° LuF24 -SEE S01- =D'JLE. FF. . .-JD. ✓�i ST3 w / 3/ 4" 0 `2' C.C. 2 ROLLS. 2":<0' P.T. x12 , W/ LISP TUN 25 TYPE HANGER E40- END PCLYET;-IY' -ENE V OVER CRAWL SPACE EARTH 11 2- 5/3" 0 BOLTS '432 &) B -I • /// / 7 l/ 7/ 4'X12 ° x3/3"-SHELF ANG W/4 -3 0 <LUI< BOL TS 10 ( 3 f - r - / fi `_ / / / / /// /T ///I f TT NTS Tl� '7 • 7 ;r EXISTING ROOF STRUCTURE uJ U Q J • • • 1 I I II 1 ,; • ea —I II • —_ .r 1 u - 1 • a, X a, S'X a:1 X a:" B -I BEAM • # 7 I - 5 4-'S BARS J �.E N= ORC'NO LANDERS P E CONSULTING ENGINEERS CEI" TILE 1/ NELLJ COUNTY) OVER EXIST. 4 REFAIRED NEW PROOF-, Nfl INSTAL. D4DF COUNTY TO .BE IN5T4L, STRIP SAVINO MILLER. DESIGN STUDIO AA0002463 LC 000203 4014 ' Avenue r i 219 Miami Beach Florida 33140 305-538-9062 Fax 305-534-9062 NOT BE DUPLICATUD LS= OR DISCLOSED WITHOL 7 111 7 cp PROJECT IN MB.ER, B. _ ROCF NG O` /ER N =' EXT , 0 a N _ /c 2 I r= C< X ! T E B =AM SF < 3� 1E I II 7 I 1 /1 H F.F. +10_23 23 - =XT 'N` ✓GD II = X . N 0S BAR CONT. 2ElNF. CONCRETE SLAB W/°5 EACH WAY wit" FW OVER `✓APOR BARRIER 4 WELL COMPACTED SOIL 3' CMU WALL UJ/ CON. ELI ED CELLS 4 5 5 BAR 12'C.C. °3 RE:.-542 '2'C.C. F2 -(SEE FOOTING SCHEDUL 5 -3) I OVER vAPC2 8ARRIE2 4 IWEI L. COMPACTED SOIL 0 '5 5A2s "0.0. S C T I ON (sue I I I I I / / / 1 1 EX 71NG _CAD =XIS lNG LOAD I1 II ji1 1 1 II /1 I, 11 1 1 / / 1,1 l , 11 1 11 11 1 1, i ir ■ 1 O .0 N T C I T i � 0 0 � E l ■ �I 2 1 ,_l I I l i =-t III Dir 3/4":1'-0" i USPTUH 2( U3PTUN 2� 1 1I 2' X 3' p.T. WOOD RAFTERS ice" 00. 2 -2 "XS' P.T. WOOD LEDGERS ATTACHED TO' T.B. IW /3 /4 "Xo" MA'S s 12 "C,C. BOTH SIDES 2 ROWS STAGGERED F F.F. PROP.■•NNVG 1 I I I i'''I III 1 1I II 1 -- I I 1 1 1 � ,UF24 Ov =2 vAFO2 RARRIER C /Ee IuE COMPACTED SOIL • . - =•- - %.1r-711 IC I 1 1 1 I I III I I 1 I I I LISP 2T 3S EACH TRU55 a 2' - TO EXTG. ROOF RAFTER NEW ROOF TRUSS s 24 " O.C. (FROvIDE „HOP DWIGS) A la rir EXISTING STRUCTURE - RS A 774.0.-- U'3; 4 Xo N1 S - 00. ;0TH SIDES r - 4 2 DAD= COI..NTY <00T C0\T<O_ ROO \ -C i v_''C Xc 0 /ER _'X3 J _ __ / 0 O ^ r X o G� 0^=_ - 3 X1= N �= F � -N. � O ONT is - CCNC <c -r_ S, L 3 <:S 407-+ WAY 2" cc. P',U OVER ✓APC2 BArRRIC2 _LI_ CC PA0TED SO1_ BAR 2s 0.G. 'NTO • _!EDCEL� • 4' CAP 1 2.'3 5, 4 1�,� CONT. 3 "x3 "x!�" GMU WALL LU/ CONC. FIL_ CELL W/I 7 5 CONT. s 43" O.G.. WEEP 1-C_E.S S C T l ON 3/4 " = I' -0' \ S -4 3/4" .1 -0" 4 Edwarc A. LANDS RE CONSULTING ENGINEERS R <E El; GPI NIY J a' ROD ON rR O I A'-<C` /' ROOF NG O` ✓ =� 3./4 =x7. ,R4 E _Y -J00 i r .. � /2 p P- a, T z ; „ 0.0 — 12' F RIOR FABRICATION X a' — R_-.- =R3 - c' ZAI/// C :N . '3 7 _S FRCP. N` ✓GD . (305)823 -3938 r' l I. I 1 1 1 1 III I11 r i IA• I J t • r •p .. 1 111 111 X I 1}°d• l Y . .I I • < • 1 111 Ic 1r1 0 0 01 10 1 I� 11 1 1 — W u 2/ 2 l 1 I I ( RO..0 0CN_ <✓_ = °_ C CD V! \ __ '0d N =R_ -_ \'-: \ = . ' x 0” d LD �''ISTS HANGER EACH ^ BCTH ENDS. SPACE _ R - �07ED .L 314 -0' 2' X 3" P.T. WOOD RAFTERS O . C . ST CONNECTOR ANCHOR TYPE USP TAPL 'S EACH RAFTER TB 13 "X'2" 2EINF. CONCRETE TIE BEAM W/4 °5 CONT. 4 3 TIE-5 0 -1 3"X3' E NF. CONCRETE 00L' N J/4 "3 GOVT TO TO BOTT.. 0 3 TIES' 3/4 " =1' -0' 5 -4 DAi 4FF 0VED BUILT R00FING Ov_R 3i=" EXT Gl� ?L VC0D 0 /ER 2 'x%S' . -- it::: CONCRETE SLAB W''3 BARS EACH WAY 2 '2' o.c. CVE2 / FOR BARRIER 4 WEI_I CON'F ,CTED 5011 U:F -24 (SEE FOOTING SCHEDULE 5-3) OYEQ VAPOR BARRIER 4 ) EI'_ COMPACTED 50(1 5 -4 9 �1 a SANDO tii LLE DESIGN STUDIO 00433 L 0002C3 40'.4 Chase Aven 1 x219 ICleas.h Floraila 3 162 x ? ?, o 0 , 0 1 0 10 OD Y0 NOTE JA'. _D :R :l E _,rcL3 iil - Z. • :.,CNSF,TIT 2 SI,LER =� :0 01,10 202 N C7 i SCALE. PROJECT NUMBER: DATE: REVISIONS. 4 .3 S C N 4 -21 -2002 SHEET NUMBER: a TYPE: LOAD CENTER 200A NEW PANEL ' ENCLOSURE: SURFACE UNIT: SQ. FT. = 1,985 COND.] IN TDTS I PO BK RI 'WIR WA SYMBOL LEGEND 9 Q1 4 qp 3 3 4 SD GFI WL WP E j r f 1 011 O 15A, 125V,, 3W. DUPLEX RECEPTACLES. HEIGHT IS TO MATCH EXISTING ONES AND NOT LESS THAN 15 ". DUPLEX RECEPTACLE. MOUNT ABOVE COUNTER. SINGLE RECEPTACLE. T.V. OUTLET HEIGHT IS TO MATCH DUPLEX RECEPTACLES. TELEPHONE OUTLET. HEIGHT IS TO MATCH DUPLEX RECEPTACLES. GFI TYPE DUPLEX RECEPTACLE. SPECIAL PURPOSE RECEPTACLE OUTLET. 120/240V„3W 120V. QUIET TYPE SWITCH. UNLESS OTHERWISE NOTED, HEIGHT IS TO MATCH EXISTING ONES. 3 = 3 WAY & 4 = 4 WAY. SMOKE DETECTOR 120V. TANDEM CONNECTED WITH ALL DETECTORS GROUND FAULT INTERRUPTER DEVICE. WET LOCATION TYPE LIGHT FIXTURE. WEATHER PROOF TYPE ENCLOSURE. EXISTING ITEM TO REMAIN ON UNLESS NOTED OTHERWISE. MOTOR DISCONNECT SWITCH HANDLE TYPE DISCONNECT SWITCH CIRCUIT BREAKER TYPE. TYPICAL LIGHT FIXTURES. SPOT LIGHT FIXTURE, J. BOX KEYED NOTE, SEE DESIGNATION. 0 10,840 A/C INDOOR UNIT 2,4 2 / 4 2 #8 - 3/4" TYPE: LOAD CENTER 200A NEW PANEL ' ENCLOSURE: SURFACE UNIT: SQ. FT. = 1,985 COND.] IN TDTS I PO BK RI 'WIR WA SERVICE SEE NOTE CKT. # 1,3 2 / 60 2#6 - 3/4" 10,840 A/C INDOOR UNIT 2,4 2 / 4 2 #8 - 3/4" (5,088) A/C INDOOR UNIT 5,7 2 / 50 2 #6, 1 #8-1" 12,000 RANGE 6,8 2 / 30 3 #10 - 1/2" 5,000 DRYER 9,11 2 / 30 2 #10 - 1/2" 4,500 WATER HEATER 3 10 1 / 20 2#12 - 1/2" 1,500 KIT. & DIN. RECEPT. 12 1 / 20 2 #12 - 1/2" 1,500 KIT. & DIN. RECEPT. 13 1 / 20 2 #12 - 1/2" 1,600 HOOD /MICROWAVE 14 1 / 20 2#12 - 1/2" 1,200 GARBAGE DISPOSAL 15 1 / 20 2 #12 - 1/2" -- M. BATHROOM 2 16 1 / 15 2 #14 - 1/2" 850 REFRIGERATOR 17 1 / 20 2 #12 - 1/2" 1,200 DISHWASHER 18 1 / 20 2 #12 - 1/2" 1,500 WASHER 19 1 / 15 2 #14 - 1/2" 1,200 M. BEDROOM 2,4 20 -26 1 / 15 2 #14 - 1/2" 5,955 LIGHTS & RECEPT. 27,28 1 / 15 - -- - -- SPARE 28 -40 - -- - -- - -- SPACES SUBTOTAL : 47,645 CALCULATION PER NEC TABLE 220 -30 NOTES : TOTAL LOAD LESS A/C 36,805 VA 1. LOAD NON- CONCURRENT WITH 1ST. 10,000 WATTS ® 100 % . . . . 10,000 VA HEAT MODE REMAINER ® 40% 10,722 VA 2. LOAD AT 30/ PER SQ. FT. A/C © 65 % (HEAT MODE) . . . . 10,840 VA 3 X1,985 =5,955 VA NET DEMAND 31,562 VA 3. PROVIDE A LOCK OUT DEVICE TOTAL AMPS 132 4. AFCI TYPE c/a NOTE: GENERAL L ELECTRICAL NOTES: 1. MINIMUM WIRE SIZE SHALL BE #14 THHN /THWN. 2. CONDUCTORS #6AWG AND LARGER SHALL BE THW. 3. ALL CONDUCTORS SHALL BE COPPER. 4. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE. 5. ALL MATERIALS SHALL BE U.L. APPROVED, 6. WORKMANSHIP SHALL BE TO BEST RESIDENTIAL PRACTICE. 7, INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES. 8. ALL LIGHT FIXTURES TO BE SELECTED BY OWNER /ARCHITECT AND INSTALLED BY CONTRACTOR. 9. RECESSED LIGHT FXTURES OVER BATHTUB OR SHOWER SHALL BE COMPLETELY ENCLOSED AND SUITABLE FOR WET LOCATION INSTALLATIONS. 10. ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 11. RISER IS DIAGRAMMATIC ONLY. IT DOES NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 12. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL WORK. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSE SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 14. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN ORDER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUITS WIRING AND RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS OR SPECIFICATIONS. IF AIR CONDITIONING DRAWINGS REFER TO MANUFACTURER'S WIRING DIA- GRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 15, ALL BRANCH CIRCUIT INSTALLATION SHALL RUN IN CONDUIT. 1 6. COOLING AND HEATING LOADS ARE NOT CONCURRENT. 17. PROVIDE ALL FINAL CONNECTIONS TO ALL EQUIPMENT AND APPLI- ANCES. AS REQUIRED BY MANUFACTURER. 18. OUTSIDE RECEPTACLES TO BE GFI TYPE. 19. COORDINATE LOCATION OF ALL DISCONNECT SWITCHES WITH OTHER TRADES TO ALLOW N.E.C. REQUIREMENTS CLEARANCES. 20. APPLIANCES RECEPTACLES TO BE MOUNTED WHERE REQUIRED BY MANUFACTURER 21. COORDINATE LOCATION OF AIR CONDITIONER (INDOOR UNIT) DISCON- NECT SWITCH WITH A/C CONTRACTOR TO MEET N.E.C. REQUIRED CLEARANCE. 22. SMOKE DETECTORS ARE TO BE HARDWIRED TO KITCHEN OR BATHROOM NON- SWITCHABLE, NON GFI LIGHTING CIRCUIT, INTERCONNECTED AND WITH BATTERY BACKUP. TANDEM WIRED TO SOUND SIMULTANEOUSLY AND IN THE SECURITY PANEL 23, PROVIDE SECURITY SYSTEM AS EQUIRED BY OWNER. KEYED NOTES: 0 REMOVE EXISTING ELECTRICAL METER & OVERHEAD SERVICE. 02 EXISTING ELECTRICAL PANEL TO BE REMOVED. RE -ROUTE EXISTING CIRCUITS TO NEW PANEL. 03 NEW LOCATION FOR ELECTRICAL PANEL. REMOVE EXISTING MAIN Sc PANEL. l` J REMOVE EXISTING DEVICE. USE CIRCUIT FOR NEW DEVICE. NEW DEVICE. CONNECT TO EXISTING CIRCUIT WITHIN THE ROOM. ® RELOCATE EXISTING DEVICE WHERE SHOWN (TO CENTER OF ROOM). 07 REMOVE EXISTING DEVICE. ® RELOCATED WASHER /DRYER. ® USE EXISTING CIRCUIT SERVING WALL FIXTURE TO BE REMOVED. 0 USE EXISTING CIRCUIT SERVING EXISTING KITCHEN LIGHTS. NEW PANEL I/ afr ff /!' 5/8" X 10' GROUND RODS 6' APART. NEW METER I G ELECTRICAL RISER DIAGRAM N.T.S. 20- €3 WP 3 #2/0 THHN /THWN CU -2 "C TO FPL SERVICE. VERIFY LOCATION. 15 WLO F15 NEW BATH 15 20 NEW CLOSET 20 C\ CLOSET EXISTING BEDROOM 1, er y( ) 1 0 ►i rrCC11 EXISTING BATH 1 o ' 1/4".1' 19 EXISTING BEDROOM 2 2 Q 20 5"9 ( g :`'} 0 •__ 5 Af ( 469 4P 5 - 15 D 15 22 NEW MASTER BEDROOM I I, 4D1 (DE 150 . 10' 1722 V Q2 2 � I T AU ] r19 3 1 15 1 • 1 2 19 22 NEW FLORIDA ROOM (EXISTING BEDROOM) LC`rrIL ILOOrz PLAN W.I.C. 226 i 12 EXISTING LIVING ROOM i U 1 E 20' i 21 TERRACE EP �.0 P12 7 15 NEW DINING ROOM (EXISTING FAMILY ROOM) NEW BREAKFAST (EXISTING DINING) 0 NEW OUTDOOR 12 ',12q *00-1 21 3 •. NEW PNL. Op WP 21 10� EXISTING '. KITCHEN 'OE 18 6,8 WP 21 EXISTING GARAGE 0 WP - 2,4 EF W P 21 c u - 1 NEW NEW ELECTRICAL METER TO RECEIVE UNDER GROUND SERVICE. L � o MECHANICAL Y9ECRANIG',L ELF :�JCAL ENGINEER TONY NARANJO PE.35664 ELECTRICAL PLUMBING (#1813000saam TEL.(305) 471 -0160 MEP ENGINEERING INC. 10593 NW. 27 ST. SUITE 101 MMIAMI FL. 33172 LI E1 E1 SAVINO & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 !fiarni Beach Florida 33140 305 -533 -9062 Fax 305 -534 -9062 11 1 AU. D!AE:NCS 4D FNri.tY Nn.l t1.11 AP:'_A.K:NG [FE 0112C. X11.. AND IYPI,B' -SEED V O_!R 07 AV.1O ! Y ^'ER DESIGN STUMP AND 1GY NvT 9E DUPICA:ED, 15:D OE DSC.CJPD E:T:]OVT THE 'EXPRESS 911 - .1N CONSIPT G{ SA YC'FR D J`IGP 371 t 1969. SCALE: AS SHOWN PROJECT NUMBER: DATE: 04/23/02 REVISIONS; V SHEET NUMBER: PLUMBING LEGEND COLD WATER HOT WATER SANITARY C.O. CLEANOUT 7 CONNECT TO EXISTING 0 PIPE DOWN 0 PIPE UP —\J) FLOOR DRAIN W / "P" - TRAP FIXTURE TRAP CO CONDENSATE DRAIN LINE 1 VENT LINE co-}-3 HOSE BIBB SHUT -OFF GATE VALVE SHUT -OFF VALVE IN VALVE BOX WATER METER PLUMBING NOTES: 1. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, ALL WORK DEPICTED IS IN ACCOROANCE WITH THE SOUTH FLORIDA BUILDING CODE. INSTALLATION SHALL COMPLY WITH STANDARDS SETFiRTH THEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (LE. VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC.) WHEN REQUIRED FOR THE CORRECT /APPROVED OPERATION, THE EQUIPMENT SHALL BE FURNISHED WITH ALL NECCESSAY ACCESSORIES WFTHER CONSIDERED OPTIONAL DR STANDARD BY THE MANUFACTURER. EQUIPMENT SHALL NOT BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS. 3. ALL MATERIALS AND EDUIPMENT SHALL BE NEW,FREE FROM DEFECTS AND WITH FACTORY WARRANTY.PRODUCTS SHALL BEAR RESPECTIVE A.S.T.M. STANDARD LABELS AND INSTALLED AS PER LISTINGS UNDER. 2. 4. INSTALL PIPING AND EQUIPMENT ALLOWING ADEQUATE ACCESS FOR SERVICE 10 VALVES AND EQUIPMENT OF OTHER TRADES. PROVIDE U.L. LISTED ACCESS PANES IN WALLS AND CEILINGS WHERE ACCESS IS REQUIRED. INSTALL SANITARY LINES AS TO DRAIN WITH SLOPES OF NOT LESS THAN 1/8" PER FOOT FOR 3" AND ABOVE AND 1/4" PER FOOT FOR 2" OR LESS. 6. INSTALL CLEAN -OUTS AS INDICATED ON DRAWINGS AND AT EVERY 75 FEET, BASES OF STACKS AND CHANGES OF DIRECTIONS. 7, SANITARY, VENT AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40 PVC SOIL PIPE WITH DRAINAGE TYPE FITTINGS, SOLVENT WELDED. PRIME FITTINGS AND PIPE ENDS PRIOR TO WELDING. EXCEPTION: IN AIR CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING SHALL BE USED. 8. DOMESTIC WATER PIPE SHALL BE TYPE L ABOVE GROUND AND TYPE K BELOW GROUND. SOLDER FITTINGS USING LEAD -FREE SOLDER,. 9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT LESS THAN 12".INSTALL AT EACH FIXTURE,OROUP OF FIXTURES, RISERS AND END OF SUPPLY LINES. 10. ISOLATE COPPER RPING FROM DISSIMILAR METALS,MASONRY OR CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR METHODS APPROVED BY LOCAL JURISDICTION. 11. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC DRAINAGE PIPE OF 1 -1/4" (2" BELOW GROUND). INSULATE WITH APPROVED RETARDANT FOAM INSULATION APPROVED FOR PLENUM USE. AT CONTRACTOR'S OPTION USE DWV COPPER PPE WITH INSULATION. 12. PROVIDE PIPE SLEEVES FOR ALL CEILING, FLOORS OR WALL PENETRATIONS. PACK WITH ARE RETARDANT CAULKINGS IN CONFORMANCE TO U.L. SPECIFICATIONS FOR SUCH APPLICATIONS. 3M OR EQUAL. 13. PLUMBING FIXTURES SHALL BE FIRST GRADE VITADUS CHINA COMFORMING TO ANSI STANDARDS. FURNISH CARRIERS, TRAPS, VALVES AND ALL TRIM. COMPLY WITH A.D.A. REQUIREMENTS. AMERICAN STANDARD OR EQUAL. 14. PROVIDE ANTI SCALD VALVES FOR ALL TUBS AND SHOWER HEADS NTS, EXTRA DEEP ACCESS FRAME FLOOR SURFACE - SLAB CONCRETE PIPE SIZE VENT PIPE CLEANOUT SANITARY STACK PIPE SIZE NOTE: ALL PIPING 2" OR LESS @ 1/4" SLOPE 3" AND LARGER @ 1/8" SLOPE HEAVY -DUTY SECURED COVER GASKETED ABS CLEANOUT PLUG ANCHOR FLANGES THREADED COUNTERSUNK CLEANOUT PLUG COVER - COUNTERSUNK SCREW CLFA\ OUT DFTALS 3/4" CW. CONNECT TO EXISTING 3/4" CW. 3 VTR. NEW CLOSET 2 ", 3 FU. NEW BATH CLOSET EXISTING BEDROOM 1 EXISTING BATH 1 EXISTING E3EDROOM 2 PLUMBING PARTIAL PLAN 1/4"=-1' 0' CONNECT TO EXISTING 4" SAN. TO EXISTING SEPTIC TANK L! LI SAVING & 'HILLER DESIGN STUDIO NEW MASTER E3EDROOM 1/2" HW. NEW FLORIDA ROOM 5' 1/2" HW. W.I.C. 10' EXISTING LIVING ROOM EXISTING KITCHEN NEW OUTDOOR TERRACE 7 -2" SAN, UNDER CRAWL SPACE EXISTING FAMILY ROOM NEW DINING ROOM 20' CONNECT TO EXISTING 3/4" HW. NEW BREAKFAST 2 EXISTING GARAGE EXISTING W.H. TO REMAIN 1 1/2" 2" VTR. —NEW SINK. m r — MECHANICAL MECHANICAL / ELECTRICAL ENGINEER TONY NARANJO PE35664 ELECTRICAL PLUMBING I i OOOM15) TEL.(305) 471 -0160 MEP ENGINEERING INC. 10590 N.W. 27 sr. SUITE 101 MIAMI FL. 33172 0 0 AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305- 538 -9062 Fax 305 -534 -9062 1 ALL DRAWINGS .AND !1cIltN MATER t..4'1'CAR:NG !IENE:N CCNSYITL'IE THE CEIG:N.AL AND ':NPCB�"SI!k:I MCSIC Of SA'I'Y0 k 41L_ER DEZ :1:14 STUDIO AND SLAY NOT BE DUPLICATED, USED GR ]ii10SED IIIIHO!;T Till E.SYHESS ISH1711Y CGNS NT Of SAVING k IfCER DES!GN Srl'D!0 c 1699. 0 SCALE: O AS SHOWN PROJECT NUMBER: DATE: 04/23/02 REVISIONS: SHEET NUMI3ER: Pu t S AC U\ T SCH -3ULE- (IPANI) DESIGNATION TONS SEER CONDENSER A R Fa AND_ER TOTAL CFM 0001(- NC, CAPAC'TY CONDENSER A R HANDER HEATER MODEL NUMBER MODEL NUMBER °F (MBTLH) @7 162 F COMPRESSOR QTY ALA-LA (EACH) FAN MOTOR HP WEIGHT (LBS) BR. CIR, AMPACITY MIN - MAX REFRIGER LINES UNCHES Da) SUCT. - LID. DIMENSIONS (INCHES) HX'WXD FAN MOTOR HP -FLA WEIGHT (LB (INCHES) hNCHES) HXWXD MODEL (KW) TC SC AC -1 4.0 12.0 2TTR2048A1000A TWGO48A1408 1600 49.0 35.6 1 19.8 -137 1/6 -1.40 219 26 -45 1 1/8 - 3/8 39X33X30 1/2 -3.5 CTJ 43.3X23.5X21.0 BAYHTR1410PDCA 10 VP_ \TILATIO\ FA\ SC— -l) „L- MARK NO. EF -1 DUCT SMOKE DETECTOR FAN TYPE CENTRIFUGAL FIRE DAMPER(S) DRIVE TYPE DIRECT FIRE RATED ENCLOSURE AIR FLOW (CFM) 100 I STATIC PRESSURE(IN.W.G.) 0.250 FIRE STOPPING FAN SPEED (REM) 1100 SMOKE CONTROL MOTOR H.P. 63 W ELECTRIC SERVICE 12C/1/60 GREENHECK SP -216 DESIGN MFG. MODEL NO. ACCESSORIES 0 HVAC DESIGN REQUIRES: YES NO , DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR I CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL TOP OF PERFORATED CAP. P -TRAP WITH REMOVABLE CAP FOR FLUSHING TOP OF PERFORATED CAP. 1/2” NEOPRENE PADS - CONDENSATE DRAIN HVAC NOTES: THE ENGINEER CERTIFIES THAT TO THE BEST OF HS KNOWLEDGE ALL WORK DEPICTED IS IN ACCORDANCE WITH THE SOUTH FLORIDA BU'LOING CODE. INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARDS AS SETFORTH THEREIN. 2. THE CONTRACTOR SHALL BE RESPONS'BLE FOR VERIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (I.E. VOLTAGE, WATER DRAINS,EAS CONNECTIONS, E T.) WHEN REQUIRED FOR THE CORRECT /APPROVED OPERATION, THE EQUIPMENT SHALL BE FURNISHED WITH ALL NECCESSAY ACCESSORIES WETHER CONSIDERED OPTIONAL OR STANDARD BY THE MANUFACTURER. EQUIPMENT SHALL NOT HE ORDERED BASE ON MANUFACTURERS' MODEL NUMBERS. 3. ALL EQUIPMENT ANO MATERALS SHALL BE NEW, FREE FROM DEFECTS AND W; T H MANUFACTURER'S WARRANTY. 4. AIR CONDITIONING DUCTWORK CONCEALED ABCVE CEILINGS SHALL BE OF 1 -1/2" THICK CLASS 1, U.L. 181 LISTED F BERGLASS DUCT BOARD. 5. FLEXIBLE DUCTWORK MAY BE USED FOR BRANCHES TO DIFFUSERS AS INDICATED ON DRAWINGS. FLEXIBLE DUCTS SHALL BE U.L. LISTED, WITH S'EIRAL STEEL INTERNAL RENFORCING,1 -1/2" FIBERGLASS INSULATION AND POLYETHYLENE JACKET.FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS, 5. PROVIDE SPIN COLLARS WITH VOLUME DAMPERS AT ALL FLEXBLE DUCT TAPS TO RIGID DUCTS. DAMPERS TO HAVE LOCKING QUADRANTS WITH HAND LEVERS. 7 PROVIDE DOUBLE THCKNESS TURNING VANES AT ELBOWS AND EXTRACTOR CAMPERS AT ALL DUCT BRANCHES AND TAKE -OFFS. 8. ALL OUTSIDE AIR AND EXHAUST DUCTWORK SHALL BE OF GALVANIZED SHEET METAL FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARD FOR LOW VELOCITY DUCT MANUAL. 9. ROOF EQUIPMENT SHALL BE INSTALLED WITH PREFABRICATED ROOF CURBS AND ANCHORED TO WITHSTAND HURRICANE 'WIND FORCES. COI 10. PROVIDE STEEL ANGLE FRAME STANDS FOR CONDENSING UNITS ON ROOF. N.T.S. ANCHOR UNITS TO WITHSTAND HURRICANE WIND FORCE_. 11. PROVIDE U.L. LISTED COMBINATION FIRE /SMOKE DAMPERS WITH SHAFT OPERATED ACTUATORS, COORDINATE WITH FIRE ALARM SYSTEM. 12. ALL 'HVAC SYSTEMS SHALL DE BALANCED TO DELIVER AIR DLANTITIES INDICATED ON DRAWINGS. ACCEPTABLE TOLERANCE OF PLUS DR MINUS 1D%. 13. DRYER EXHAUST DUCTWORK SHALL BE 26 GA. MIN, GALVANIZED S/M PIPE WITH SMACNA APPROVED TAPED SNAP -LOCK JOINTS IN D'!REOTION OF FLOW, NO SCREWS OR FASTENER PENETRATING DUCTWORK WILL BE PERMITTED. � 1 RETURN AIR GRILLE CEILING DIFFUSER FLEXIBLE DUCT WORK EXHAUST FAN Li i 2" COND. DRAIN UNDERGROUND. SUPPLY AIR PLENUM AHU REFRIGERANT LINES. INSULATE SUCTION LINE 1 "X1 "X114" STEEL ANGLE SUPPORT AIR HANDLF UNIT N.T.S. CONDENSING UNIT ANCHOR AT EACH CORNER WITH 1 1/2" 18 GA GAITLV SHEET METAL STRAPS WITH DRIVEN FASTNERS INTO CONC PAO AND 1/4" GALV THRU BOLTS INTO CU CABINET. MUST BE ABLE TO WITHSTAND 120 MPH HURRICANE WINDS CONCRETE BASE w/6 x 6 -10/10 WWF INSULATE SUCTION LINE WITH ARMAFLEX OR EQUAL �t \si\c; U\T VOUNT 9F TAIL CD BACKDRAF DAMPER. POWER & CONTROL CONNECTIONS SIGHT GLASS FILTER DRYER EXH. DUCT UP TO ROOF CAP. EF -1 NEW 6X6 'CD' BATH 1W -7OCFM NEW 6x6 'CD' CLOSET 1w SoCFM 0 5" CLOSET EXISTING E3EDROOM 1 EXISTING E3ATH 1 EXISTING BEDROOM 2 1/4"=:1' 8"0 5' 0"0 12X10 'CD' 3W- 280CFM 1 Z0 PROVIDE NEW PROGRAMMABLE THERMOSTAT AS REQUIRED PER ENERGY CALCULATION. — NEW MASTER E3EDROOM 16X16X18X12" HEIGHT. 10' 12X8 R/A DUCT TRANSFER. AHU -1 14X14 'RG" NEW FLORIDA ROOM W.I.C. PROVIDE .NEW AHU AND NEW S/A PLENUM. RECONNECT EXISTING DUCT BRANCHES AS REQUIRED. 14X14 'Ru EXISTING KITCHEN PROVIDE NEW 20X12 S/A PLENUM. EXISTING LIVING ROOM EXISTING DUCTWORK IN THIS ZONE TO REMAIN. (TYPICAL) 20' NEW OUTDOOR TERRACE EXISTING FAMILY ROOM NEW DINING ROOM EXISTING DUCTWORK IN THIS ZONE TO REMAIN. (TYPICAL) MECHANICAL PARTIAL PLAN WIA Dl MECHANICAL MEP ENGINEERING INC. NEW BREAKFAST EXISTING GARAGE CU -1 PROVIDE NEW CU AS REQUIRED. SEE SCHEDULE FOR DETAILS. TONY NARANJO PE3566 -I ELECTRICAL PLUMBING ('1 1�000M151 TEL(305) 471 -0160 10590 N.AV. 27 ST. SUITE 101 MIAMI EL. 33172 MECHANICAL / ELECTRICAL ENGINEER SAVING & MILLER DESIGN STUDIO AA0002463 LC 000208 4014 Chase Avenue #219 Miami Beach Florida 33140 305 -538 -9062 Fax 305 - 534 -9062 AJ.:PARINGS A.ND ELVES kA'L:!_4L APPSAANG AUDI:N CUNatITUT6 THZ ORIGINAL AND UNP',i3LYh.'L WORK OF .AVINO k MILER DESIGN YPUD10 AND KAT NUT BE DUA;CATED, USED OK DL CLOSED WITHOUT THE S'U'RER NRer'EN CONSENT OF SAV'.NO k kELER DESIGN STVD!O o tei0. SCALE: t! . CO 0 < !' -t I o ET (/) uj0 0 AS SHOWN PROJECT NUMBER: DATE: 04/23/02 REVISIONS: SHEET NUMBER: YATT RESCENCE- 12" MINIMUM.