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Home My Public Portal AboutHISTORICAL SIGNIFICANCE DETERMINATION LETTERS - 760 PONCE DE LEON BLVD - Historical Resources e9 Cultural Arts 2327 SALZEDO STREET CORAL GABLES FLORIDA 33134 @) 305-460-5093 ©) hist@coralgables.com October 2, 2023 B & B Investments 760 Ponce de Leon Blvd Coral Gables, FL 33134 Re: 760 Ponce de Leon Blvd , legally described as Lot 7 thru 17, Block 18 per Unity of Title to City of Coral Gables, Flagler Street Section, according to the Plat thereof, as recorded in Plat Book 10, at Page 12, of the Public Records of Miami-Dade County, Florida. Dear B & B Investments, Section 8-107(G) of the Coral Gables Zoning Code states that “All demolition permits for non-designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure, or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of “eligibility.” Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the following: property appraisals; archeological assessments; and historic assessments.” Therefore, please be advised that after careful research and study of our records and the information you presented the following information has been determined: 760 Ponce de Leon Blvd , legally described as Lot 7 thru 17, Block 18 per Unity of Title to City of Coral Gables, Flagler Street Section, according to the Plat thereof, as recorded in Plat Book 10, at Page 12, of the Public Records of Miami-Dade County, Florida, does not meet the minimum eligibility criteria for designation as a local historic landmark. Therefore, the Historical Resources staff will not require review by the Historic Preservation Board if an application is made at this time for a demolition permit. Please note that, pursuant to Section 14-107.5(b)(15) of the Coral Gables Zoning Code, this determination does not constitute a development order and is valid for a period of eighteen (18) months. In the case where the Historic Preservation Officer or designee determines that the property does not meet the minimum eligibility criteria for designation, a permit for the demolition of the property must be issued within the eighteen-month period. Upon expiration of the eighteen-month period, you will be required to file a new application. Any change from the foregoing may be made upon a demonstration of a change in the material facts upon which this determination was made. If you have any further questions concerning this matter, please do not hesitate to contact this office. Sincerely, Anna Pernas Historic Preservation Officer _ cc: Jorge L. Navarro, Applicant, 333 SE 2™ Ave, Suite 4400, Miami, FL 33131 Cesar Garcia-Pons, Vice-Chair Historic Preservation Board Cristina M. Suarez, City Attorney Stephanie Throckmorton, Deputy City Attorney Gustavo Ceballos, Assistant City Attorney Douglas Ramirez, Development Services Assistant Director Jennifer Garcia, City Planner Analyn Hernandez, P/T, Plans Coordinator Assistant Historical Significance Request Property File GreenbergTraurig Devon Vickers Tel 305.579.0827 vickersd@gtlaw.com August 18, 2023 VIA ELECTRONIC & HAND DELIVERY Ms. Anna Pernas, Director Historical Resources and Cultural Arts Department City of Coral Gables 2327 Salzedo Street, 2"¢ Floor Coral Gables, Florida 33134 Re: Historical Significance Request Letter / Property located at 760 Ponce de Leon Boulevard and 112 &120 Avila Court, Coral Gables, Florida (Miami Dade County Folio Nos. 03 4105 050 1860; 03 4105 050 1830; 03 4105 050 1840; & 03 4105 050 1850) (the “Property”) Dear Ms. Pernas: Please consider this letter as a formal request for a historical significance determination pertaining to the structure located at the Property. Specifically, the Property consists of Lots | through 17, Block 18 of the Coral Gables Plat, Flagler Street Section, as recorded in Plat Book 10, Page 12 of the Public Records of Miami-Dade County, Florida. The Property currently contains a one-story office building constructed in 1954.' As required, please find included with this request letter the following items: Historical Significance Request Application; Survey prepared by Gunter Group, Inc.; Color Photographs of the Property; and b202 One (1) check in the amount of $761.25 made payable to the City of Coral Gables, 1 €& 4 @ Upon review of the enclosed documents, please forward an electronic copy ef the determination letter to the email address provided above. Should you require anything fiRther, please do not hesitate to contact me directly. a = 2 Best, =. a \ A Qu Vabre- Devon Vickers, Esq. DV:cme Enclosures | ‘All provided construction dates were obtained from the Miami-Dade County Property Appraiser’s website. Greenberg Traurig, P.A. | Attorneys at Law 333 Southeast Second Avenue | Suite 4400 | Miami, FL 33131 | T +1 305.579.0500 | F +1 305.579.0717 ACTIVE 687164098v1 www.gtlaw.com CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUESTS OF ANY STRUCTURE In order to process a request for information as to whether or not a non-designated structure is historically significant prior to a request for a demolition permit in the City of Coral Gables, the following information is required: 1. A survey of the lot in question and all contiguous lots or parcels of land owned by the same property owner. The survey must be signed and sealed by a land surveyor registered and licensed to do business in the United State of Florida. The survey must include the following: a) All lot lines and property lines must be shown and labeled. b) All improvements must be shown (i.e. buildings, wall fences, slabs, driveways, etc.) c) Correct legal description. d) Survey must be current (a current survey is less than five (5) years old and must accurately reflect the existing conditions at the site at the time it is submitted to the Historical Resources Department). The date issued must be clearly marked and the survey must be signed and sealed. 2. A letter of request / intent stating the specifics request, including the address and legal description of the property i.e.: I would like to know if 6XX Alhambra Circle (Lot 1, Block 1, Coral Gables Section) is historically significant. 3. Color Photographs of the overall site, and of all sides of all the buildings and features on the site labeled. Polariod's, Google Street View, Google Earth images will not be accepted. 4. Processing fee (per Ordinance No. 2015-17): NEW REQUEST: $761.25 RE-ISSUE OF EXPIRED LETTER: $100.00 Checks made payable to: The City of Coral Gables 5. Application ALL SUBMITTED INFORMATION WILL BE RETAINED BY THE CITY OF CORAL GABLES AND WILL NOT BE RETURNED. Letters for the determination of historical significance should be addressed to: The City of Coral Gables Historical Resources and Cultural Arts Department 2327 Salzedo Street, 2" Floor Coral Gables, FL 33134 X:\Forms\Hist-Sig-Req\Hist-Sig-Cover - OCTOBER |.doc Page | of 2 Revised: 8/17/17 CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUEST. = Re-Issue OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number: _03-4105-050-1860 Property Address: 760 PONCE DE LEON BLVD Legal Description: LOTS 7 THRU 17 INC BLK 18 Original Date of Construction: 1954 Original Architect(s): OWNER INFORMATION: Owner: B & B INVESTMENTS MANAGEMENT Mailing Address: 760 PONCE DE LEON BLVD (Please be sure to include City and Zip Code) Phone number(s): E-mail: CONTACT INFORMATION: Applicant Name: Jorge L. Navarro Mailing Address: 333 SE 2nd Avenue, Suite 4400 (Please be sure to include City and Zip Code) Phone number(s): 305-579-0821 E-mail: "4Vatrojo@gtlaw.com/vickersd@gtlaw.com -Staff Use Only- EDEN SYSTEM PERMIT #: Determination: The property [_]does not meet [_]does meet the minimum eligibility criteria for designation as a local historic landmark at the present time. Note: The Historical Resources staff will require review by the Historic Preservation Board ifthe building to be demolished is considered eligible for local designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. **PLEASE NO TE: Section 3-1107(g) of the Coral Gables Zoning Code states that “All demolition permits for non-designated buildings and/or stcuctures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, steucture or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of “eligibility.” Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the f ollowing: property appraisals; archeological assessments; and historic assessments.” HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT -HISTORIC PRESERVATION DIVISION-2327 SALZEDO STREET, CORAL GABLES, FLORIDA 33134 X:\Forms\Hist-Sig-Req\ Hist-Sig-App.doc Page 2 of 2 Revised: 8/17/17 - a hea? Sr ki be as URETEE E E E BRETEE E tt URTT ETELE i PRERTERTES, a UDETEREE Y, _ punandeee s Sr que 3) ay Se: e e e A e S i s M a D e a we a s t a em i l e n t — ee seas | vite vino Nn Vala tunllvee inc Is J SSW onic Sia ror mene nied nism I y a ] th VIA OO O ee e e e nst, ft EE E LLL wm 7999 9 00999 ee pagua790399 jis EON eel anon tae okeansntbennter ee od Pen e e e e eg” SRT ge enacted e e a a ee ee | | | | rrenperpreennemenemmeeniens te ee e — — — — — e E e e a e e m e t i c ns 8 : Rar so. ce e e m e s ge es ries ga ois == fan el WOES gus » vee = ole TFS} ed ss ss Taro re ety SURVEYORS NOTES ‘Mi Gatarced en shown hereen are bated on Ne US Raney foot, ares, 1 ORS 1900 PAL ted ty Cid Rect Hancral Tee eauemnee Covoery. ‘ested on 04 above preminek Raarngs 1983, leaned on wurvey tabd cccupaton, MDa heme of Burvey, Bere ware & tte of 150 dated sttrmed nariong maces mciveng Shanes faces, 6. 0 tone cf Survey, 12008 6, Or ‘saniaso8 AO devetans a Show On Eve meray @ weang Wor etrred to Pie Menenal Gecceee Vermeal Daehn, 1923 (GVO). BENCHMARK REFERENCES, re ercrovamarts er tesled peaband. Adjacent properben wera Nef orveiioited at he ime re Berry. Cmatucted comer ae wanessed by mer oreenth, Property is subject to restrictions, conditions, imitations, eataments, and reservations of record and existing zoning ordinances. Thare may be restrictions not sh affect the fu joparty. C right be found in the Public Records ov Budding and Zoning Dspartvent ot Micmetiace Coca FL anditne Cayo Coral Gates Fu Lands depicted hateon were surveyed per legal description provided by chent and no claims as to ownership are made or implied. Legal description subiect to any dedicabons, imitations, reservations of easements of records: search of the Pubic Records not performed by this office. Code Restrictions not reflected on this survey. ‘Any notorious evidence of occupation and/or use of the descnbed parcel for Roght-of-Way, Ingress or Egress are shown on this survey drawing. However, this survey does nol purport to reflect any recorded instruments for Right-of-Way other than shown on the recorded plat or stated in the legal description, as appaars on this drawing, Cnty the abave ground ve wrfaca indications of There may be other in addition to those evidenced by visiile appurtenances as shown on this sketch, Underground vty teetences breadion Pnsed ntornetes wonea by wtb company. Owner of his agent should verfy all utiity locations with the appropriate ublity provider before using. ‘The scope of ¥ Y¥ deed p. and show No underground footings were located and no subsurface investigation was performed at the tima of survey. Any fencing, walls, artrance features and landscaping could be subject to a “Safe Sight Distance Triangle” ne. Veréication with each and every Unity Company servicing the subject pr « must be dona prior of any detign work of construction. CANGNY of wad wera uaahineBi cam betes Siggeg This survey is intended fot the use of the pasties to whom this survey is certified to and for. Any reproduction is not an original. This surveyor retains an original to venty these dated contents for valicity. This survey the purpose of a and i not reguiztory jt of ary Federal, state, ‘egional ot local agency, board, commission or othar entity, This survey does not reflect or determine ownership. Athough care was taken wih the idartfication of the tree noted herecn, an arborist, landscape achitect. botanint, errvionmental specialist of others wah ogy of the Lee is required. Shrubs and vines has not baen located. The location of the trees as shown on this survey drawing are compiled from such field survays deemed necessary by Jorge L. Cabrera, PSM, therefore the resultart of said dimensions shown hereon could vary slightly within one to lwo feat more of less. The ¥ ined for ind offi of ches . Meets oF exceeds Techrecal Standards a3 ry ida Board of - St nd Mi i par S17, of 1 foot in 10,000 feet for This sketch phic. form és the record dep surveyed lands and willin tuterey by any abe praptac ot apa ieman Tes noes racietote Sotieedate tear aae The easements. «1 san of Oe Old ropaibe Natal Tee ear oa ee abet tin exceptions provided to the Surveyor and noted in Schedule GB, Section Il of the Old of Apr Sth, 2023 at 11.00 PM, ‘are a matter of survey and have been plotted herean or noted below: Iter 1) Not a Survey matter, not noted of plotted hereon. tem 2a) Not a Survey matter, not noted oF plotted hereon. Item 2b) Not 2 Survey matter, not noted or plotted hereon. Item 2c) No visible encroachments noted. tem 2d) Only the easements provided to the survayor or those shown on tha recorded Plat are either noted or plotted hereon. No search within the Public oF Private records was performed by this office. Nem Ze) Not a Survey matter, not noted of plotted hereon. Hem 3) Subject property is. not yor if ras at any ‘Subject property not tobe arthcialy filed. ftam 4) Not a Survey matter, not noted or plotted hereon. tem 5) Property is subject to the restrictions, conditions, reservations, aatements, and other matters contained on the Plat of Coral Gables Flagler Streat ‘Station, as recorded in Plat Book 10, Page 12, Pubbe Records of Miami-Dade County, Florida, {All Parcels). There are no easements noted within Plat Book 10, Page 12. them &) Tha subject property bes within the lands jecorded 839, Page 106, dated February Mth, 1924 and Filed Apri 3rd, 1926, subsoquartly convepod in sed Book S06, Page 37 to Sout Alans Telephone &tereak Gane the easement width is not defined. The easement runs upon, along, across, over and under the rear property lines of the lots. including along the side ine of the lots wherever necessary ta reach said tear ines. Without 9 defining width the azsement(s} cannot be plotted, Thés is a blanket eacement document affecting the subjact property and contains no plotiable matters. Item 7) The subject property les within the lands as detcnbed in the Electric Service Easement in favor of Utiities Land Company recorded in Deed Book 939, Page 435, stared to is Orv Sight Compary by ramert in Oned Bock 1004, Page 496, Pubbc Records of Miami-Dade County, Florida. (Al Pascels). The li 1004, Page 496 1004, Page 496 nafers of Utity inchuding i are not described and cannot be plotted. rere apa be win he anda a8 evo inthe Wats Sartice Easement ntve of Caraumare Wet Compary recorded in Deed Book $29, Page 443, assigned te Consumers Waters Company by Page 439 County Fist (Ad Pareoa) The in 939, Page 443 De GD Pie Deed Book 1004, Page wouter ol ny Fecha dug soem ih ohh weet reed ona te Item 9) The subject property bes within the lands which easements run along the ta ee fat past nd alag he ee (fou upg rg se es ih ted es per Page 16 he Waray Oosd tecorded at Daed Book 1304, Page 9. Public Records of Miami-Dade County, Florida. (Al Parcels). The five (5) foot Utity Easement, descnbed in that certain Warranty Deed recorded in Deed Book 1304, 4. Page &allectng the subject property are fated and petted hereon. The deed cestrichon reserves for illy purposes “on or in tus rear five (5) fest of the land conveyed or on or in the thee (3) foot strip along the side finex thereo!, when necessary to gain ‘access to the rear five foot strips ar contingency upon the nead for fs use". The three (3) foot strip along the side bnes have been plotted haraon. These easements ase contingency upon the need for &s use. hem 10) The subject property bes within the Lands as described in Warranty Deed recorded in Daed Book 958, Page 420, Pubsic Records of Miami-Dade County, Florida. (Parcel 4, a8 to Lot 16). ABhought the fidl content of the document is not fly legible. no easament was noted. Documart contains blanket condBions affecting the subject property and no plottable matters were noted. ter 11) The subj a Y Deed Geok 1080, Page 525, Publ Records of Mam-Oude County. Fede. ara d,s tlt 7 Althought th pbts, noted. Oocument contains blanket condBions affecting the stject property and nt plotabie raters were voted, tem 12) The in the lands i Book 1080, Page 529, Pubbe Records of Miami-Dade County, Florida. (Parcel 4,34 to Lat 8). ABhoughi the fill content of tha document is nat fully legible, no easement waa nated. Document contains blanket conditions affecting the subject property and no plottable matiera wera noted. item oe ora i Book 1307, Page 294, Public Records of Miami-Dade County. Florida. (Parcel 2. aa to Lot 4). legit noted. Document contains blanket condions affecting the subject property and no plottable maters were noted. Hem 14) The subj in OR. Book $825, Page 185, Pubbe Recotds of Miami-Dade County. Florids. (Parcel 4), Yaa’ Uanket document afecbog the watjes oper see teres relatoa and contains no plottable matters. hem 15) Not a Survey matter, not noted or plotted hereon, NOTE: All recording refarencas in this form shall refer to the public records of Miarri-Dada County, Florida, unless otherwise noted. TREE TABLE - DBH (Diameter at breast height) is rounded-off to the nearest inch. - DBH (Diameter at breast height) i is measured at 4.5 feet above existing ground ~ Canopy Di: is app and din one - Height of Trees and Palms is approximate. LOCATION NOT TO SC © Oy @ © § rm ag Ey * B & = at . a - AVILA COURT yt aaa * “ERS ALT PAVEMENT (60° TOTAL RIGHT-OF-WAY} [ R=10.00" i ee ia| >? na 4 (PUBLIC RIGHT OF AY LEGEND =91°01'40" ce ; = "NBB'1225°E 276.01(R)(M) _ L=15.89(R)(M) F, 3 | f center Line censir'raew ero ola, ede OE Ge CONC. = Concrete oe es) “i SS) | rama seaces | ines. ap, CH = Chord Bearing } etl. 627 Pol he gh qe 4 CBS. = Concrete Block Stucco ' e : XH loi? Y" fpeep 0c 1st 7G 2 d = Delta | ‘| we PARCEL 2———T 4 F.F.EL. = Finish Floor Elevation ? Tis | tors OP F.i.P. = Found !tron Pipe : VEO 7 | ry robot ett a F.LR. = Found Iron Rod | + eda oy me hd yee RING SPACEY F.N. = Found Nail eh $a! SSF =F F.N&D. = Found Nail & Disc 4! em 2 gle rT jwopanaivasences) | A HHT F.D.H. = Found Drill Hole ly | roibuhi ya 4 i 1.D. = Identification eM) ~2 a | L = Length e ! a | (M) = Measured | M = Monument Line O/L = On Line | | | f = Property Line \ 3: (P) = Plat i P.S. = Parking Space l 8 P.C. = Point of Curvature | : P.B. = Plat. Book : PG. = Page | a f=: R = Radius i = é = oe > (R) = Record : s ce 3. ARs Ng eS R/W = Right of Way Bs i £5 | (Gleb for U.E. = Utility Easement wei § | 3 = € we 8 {Ll 3 : -2|5¢8 Ms: = él ele Ee] 43:35 SYMBOLS =| 5 $l. a) w . (i AIR_CONDITIONER a3 | 3 z 2 vy] CABLE Tv OB | ee {3% CATCH BASIN Oo d 8 > “M@, —CONCRETE POLE ao .% y @ ~— ELECTRIC BOX } tel P< egg NOY ey” MANHOLE * we PR _ TES \e¢ R OS S34 o- SIGN |? os 3 | . TRE ES ” “WATER VALVE | |e i SS K2@ a oe ow @ GD WATER METER ! is g 4 KY \ LE ®. WOOD POLE | glow FEE eK 4 —y gnenoe | 3 Ss 33 Bite ee ~ f Y TREE | ETERS tel OR, AREA AE 4 PALM | Q1 OR 3 ps0 Dy SZ . | ~ ha @ > oy 7 OD Su 2» 3 STORM MANHOLE | b> 2 og hy, 9 XG FIRE HYDRANT | ai 8 oh MVS a" fm FPL TRANSFORMER jf roy OR oY Ss , HANDICAP : We Lp SEY y c LIGHT POLE | PRL eo ‘ A £ : & PARKING METER 4 | t |. : 3 eS (SEWER VALVE e bl 5» aetZ @ TELEPHONE BOX eal OLD => TRAFFIC FLOW Lys IS” 6h 99 EXISTING ELEVATION Le wri, Ki Ys DAS Y / COVERED AREA R=10.00 “I be5% L . CHAIN LINK FENCE (C.L-F.) A=134°27°55" WMG METAL FENCE (M.F.) L=23.47'(R)(M) —es—ew— OVERHEAD LINES CB=S70°03'13"E re -—o— HAND RAIL CORNER) WOOD FENCE (WF.) WIRE FENCE (WR.F.) eee CBS. WALL a ACIC %WAX-, 4I11111. C 44 9'a QFl - . 1),.. S. Fn. s c_ i c. Lrr Lt-.Ii•3i a 12 EXT$}.{ p AHCHo25 OvcrL Tar CHOROti SECTION a i kiC37 '. ZxCs l"vF' 4 ii:st i7citwt Gf10iL(7ta vrAnsclAzroy GIiCSLG. CN.30si. NOTE: TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. 12. EXTrtio A.I.LEHOit5 OVER. Top CHokos OVERHANG NOTE: NO CLAIMS OR BACKCHARGES WILL BE HONORED IF NOT MADE WITHIN 10 DAYS FOLLOWING DELIVERY. NOTE: ALL DIMENSIONS MUST BE CHECKED ANU VERIFIED BY BLD'R. BEFORE CONST._ MiAm1 PREFABRICATORS, INC. 50 N, W. 27TH AVENUE BROWARD S24.1 01 DAD6 688.2431 R::0 . Y _ yENERoc IJF» ARCHITECT CSE: ei.l 4/111. 148 +iAc. .v OATE ORW. 9Y CK,. BYtr-ThPLAN t i I 44 b AT-'1-1C SPACE 44121TE.NelP ,6,.C. UNIT $zOOg-Of N2.4-CONCRETE FtPe W i c0vEPZ 1FOR CON PRFa11-1 -FILL j30rTDM wt/ F<OCKN. SCAf_E IJ4"-11-0" AIR 5 COND. 5CoX le"--'" f -& 960 T,rrTLE BAI LL--Y F.E - MOTt 17Am PSQ Co kn-R<7L •,J 7'. 0 q TITU :. TM 9, 0U 1'M - I WAY wf Ovr:'Oa ct t•AInvF,t{ I&' JC 16" STOPiM PRO -OF,. ALUM INUM ow- r5JUE IioUVE12, WITH aIP.D...SCARE R. 4 D/,`•M 12F_?, 74E LIQUID t de" COFFER 4" PIPE SLEEVE-.NSUt_A.TE, UCTION LINE OFFICE, NO 6 nn - 1wnY wj Ot'1P GAL.1t°EK OFFICE NO 4 1 INSTALLATION OF 4.1P, CONDITIONING, SYSTEM WITH ALtTOMA,TIC CONTROLH, tLIRGCIOLEDGONDENGER, d.t.:-. CorFEP, RCFP,tcxEr.l-NT LINES, CONDElJBtaTEOP..LIN TO SAf=6 WA.OTE TO PIT; DUCT' INSTALLATION, SUPPLYf. PIE TURN EIp.ILLESl ;. DUct I1-4SU4-ArtoLi. 2.ELEtiTP. I CAL. CON TVACTOo, 8µ(LLL. INSTALL. ALL WIRING TO AIP. CONDI TICNiIy (a UHIT C CONDEN:„EIi, INCLU"; NG CON Tta,OL WIRING FOP P.00I.,t THEE MOSTAT, f TO 3TAti1' 41RCGOt-ED CONDEN3EF; N1,EH4,1F, 40N PrrION UNIT I5 OPEP.A.TINO FI!RNISN 1 11.4ST4LL -HFr. esL-GP, AIRTEMN .AU', COUL F'12 VA^. K.4GE AIR CONDITIONERMCOE.!. .5708-01 TOP PI^>C1.1AIA CaC-?•CCr- =tr'hl- coN1F-Ere. WtTI+ ALL 4i_. OMATIC 4. AIR cc)C.L6D Cot-loE. tSEFt RL'"IoTF_' - YY PE. PAC ICAE A.!FiTF.M( 1."! !7EL 70o{3-ril TYPE. SuP?FACE.' URI_ LEa SHdL. L ;E, -r1 T-L'S OR F W,L•AL1 ALUMtttLIM. 6. ELaCH SUPPLY :GRILLE SHALL HAVE F4.CC CPEP,ATEP DAM 1'1'.14 Cd94$LE OF COMPLETECL-orsUP.C. 7 FUPIN131.1 t NSTALL REMOTE D.A1vtPER CO`vTP10._ a CIO TUTTL.E- E.L.1LBY INSUPPLYDUCTFORTHE, OF FILES A9 INDICAT•L:LV ON DRAWING. e PIE TJP.t• i ii1R TITUES P,. L-. a.30 ALUMINUM 9. FLEXIPSLE, CONNECTIONS Oil 7=AN OUT'L.ET 9NALL E'_•c HCdVY r/7vF1-.1 ASTOCST03CL6T1-4 4" .p:Itn.., FAwr Tr0 K'G.Ft TO DUCT v...t0i4.c. WITH al-V, p.orm HoAFl"J. ALL Du CT WORK. SFIALL .au INST4.3..1-C-12 ;.t mat-r A.5.H G i E r.; TILATIt-t Cy cone . 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IYN AjP',F:E `+S r tom: C- ^O nit. t"0.1 Y, A`T H T. EXPENgX..., ALLDt-reC "-rE ^r t-iA-Y' h.A Ai" Xtfr; =`tan tN T43tt vt-410.-+4 1t.t THE opttmt ^; r T r Lit. TC GPle...' Ff'.'E Wi)Pt KhiA!*V*:F' H^...P, t•.44 t* `, Cs, Fi AF-;4 CS AIR CONDITIONENCL ' 0 .` / j! 2-1 KW S 0/ 6 Tt36.-2\\ V HR 2dOI5/. % Da,-z. OFFICE NO. lo OFFICE NO. 4- AIR -OGLED COhtDE_NS- ER Sky toe.: GpNCI=.ET£ PAD Alli-TE. I,TP 3705 -GI 1 Z 3 4- 7 s 9 10 11 12 13 4 t5 I rv. 9x 9'` 6 i' 3 wpv WJ oPnr_, F h LAN % L- R - 30G C+=M IL- x 1Z" TCT v` TLdD W, vF F-:11t k-F. VAI, it Lrti GENERAL OFFICE F OFFICE NO 2 A, C, UNIT 11/ 41 COPPa SECTION- ...._ A. A SCALE_ V.4.. 1lo' ELECTRICAL PANEL FLUOR Esc ENTRECEPTACLES GEMERP- L GENERAL S GAG E IL AS' -DOOR CiFLILue r NO Vl51oN - ALuMINUt••I,. CTyPICA L FOR ALL AOOps OFFICE NOI12t120. 1 • Z 1 120 1,2 l 120 0.72 1 120 0 7Z. 1 120 O 72 I 12 0 O 7Z 1 120 O 72 1 l Z0 0.72 1 120 1 o8 I I Z 0 Log I I20 08 1 1ZO 1 08 1 120 t.08 I 170 1.00 I 1 20 I.o8 I 120 9 x 9'' TITu5 i MF F' ALIF'F. P. - ; sC1 PN 4. S E SCHEDU TRIP AMF•`- S i 20 I 20 I 20 I z0 I 20 I ZQ .. I PO L 20 I 20 1 20 1 20 I 20 20 1 20 I 20 I 20 PALILL 86 LE Se FaCDe- R S. O 5. 0 5. 0 3. 0 3. 0 42 3.0 5.0 3.o 4. 5 4. 5 4. 5 4. 5 4-. 5 4. 5 4. 5 cp4. 5 Tor, es -to STORAG. 3g., f/a A. COM F K IHD FAN4'6 Cu THW IN 1400$-10 12 - 6..551.46v1 ., :v-r4 WW, I- 3..i0 !-4 C.1.4CU TNW E t AA') .N , V.2" COtuDutT Z^ C-00 1-4 C.1./ 111 Vei I-40 U TiLw tLr 3Yz c,C.LLPUIT OFFICE N6.5 1-' 2-tt, FI F` AIR COOLED CON". I4C01. 41.1 oo4:Is 71'00A7 15r4v, 1 13P4W ! 3Wc' ONA.r 1 :,w 1 1 T r `.T.. 1 iiJ- 1 ILir.) Ci lrri" E P. `Ex1 1 r,- IILITF L'A',H Lika i IIJLtCATF C7LIS! r.rel uray.t•F.1 61.1.7' ALt. FUt-L 3tt2V1110:`1 M0410RR• -red E1t-- t Mt tJF.t.d.-C TVFF.. 3P 3y? 100A zr 3W t fit -coo Mcmi 1- 4- on nnc- M 1-.'H' 1 cu THW lu r At_ H I,0r TWO Lu optj II,, OFE-ICE NO.3 H8-3 / GENERAL OFFICE FLOOR PLAT OFFICE NO \ EXISTING ¢ UILDING ELECTRICAL ss- t I Y 4F{ AVO 1-- ILNBA3 S 1 dE100 01N. 3d NO0 _ - idad3NE J O_ L. NO 1_ LI00 V Jib mm1 o . p petits_ iwdlw Hullos i 1. 33?: 115 V121 I CIV8V0E3 y J t rolfb, 11 I c)! 31. VC I 16311HOEIV ` IV N133C1 53Wdf k. O 6 C,, o. eg; 14. b. r.a - _ _- t r- VPd o a w 4 3 N O T E L i r gO V s O S J A I 0 1 1 4 1 0 W N r P o W e v T r 2 1M 1 9 N 1 I N V 4 4 q t t M A 1 1 1 I t s k I l l N G a p l 4 0 R 4 1 1 4 0 7 0 0 1 T o f u G T E R I Z A t o R t w 7 F L O O R P L r4FiS i t{ 11141i1lii iilllfl d R t11I1tF' 11111111111111111111111i11114 f1111111111111111111111111111 s......... r V asv 40 WW1 H. Lnos 10311H02: 1V VI N133Q S31NV r Wululimit immuu ,' 111411111111111111I1u11 is 1111' 1111W1111l11181u1111111, 1111111' 1 l' i=i ' It11111{ I{( s! lulullU( 1llllii ltll l{i!! it= x--°-- + ` t1 1f1 I tlllflli181liuululinulu11111ill tat= gd, Lv+= 11111111111111: G11111111fi' file IT Flulllliti' Iu111utt( ilut' til t1iC; lf\ t11i111111`.[ llui' tUli4itti 1. r limmintimlr unil111dlIII! 11 IIIIItl11t11t1umnit1 lA11 miu1tilllttl imil 1 Z0Ut 411auitittuf : w1. 0'' sii' u! 1{ II4 ' 09, 9 11111111111191111111 tttt111 1ttl iltlil i 11111u1111111111t111t11( 1111111111t111Ciil! l11 N 1 IngramonloramomowsteansimiseUttafiatottenginSammommeatesansie FOUNDATION PLAN NEW ADDITION wary. rarre 44, WELL. GoMPIt.C.TEV FILL wett.. comvacrer, FILL- wasumateat New Acorne.,N SOUTH ELEVATION I /4" ell..1440 PIN - MATe44 'EXISTING. WRITE CEMENT SHINGLE. TILE Root= To' MATCH exv,TiNco New AC7/21714,N TO tr AltH Ex ArTer 11-1 FRAMel CITY OF CORAL GABLES - - BUILDING DIVISION DATE fAil 0019 4r OWNER /6:1l//4E,1,0vei g F oeYi rIVFI LAI#y ARCHITECT J o ! (P^' 3 fJ / CONTRACTOR _• `r "C"Zoll.r." NO. 74/ e STREET LOT BLOCK SECTION id'`, lgcl No /,, 01, B BOyp No. /I/ bfei0 BOND OUT- YARD / FINANCE PAID EXCEPTION RES. No DIMENSIONS OF SITE FRONTAGE DEPTH FRONT Jot,/ STORIES SET BACKS IIN FEET} RIGHT LEFT TYPE OF CONSTRUCTION REAR t USE TYPE ROOF PAVING CONTR. SUB- C NnT. FORM IN by, APP . / 3 r g7— 4 PIPJ .?9‘1/17f FLOOR AREA ZONING SQUARE FOOTAGE FLOOR AREA MINIMUM REQUIRED MISCELLANEOUS 9/ 3/68 - FIELD SONS PILING LINTEI FOUNDATION - t1 ` COLUMNS GRADE BEAM RAKE BEAM CAP LATHING SUB -FLOOR, 1st COPING SUB -FLOOR, 2nd FIRE STOP FLOOR SLAB // fed -' / GARAGE FLOOR TIE BEAM, 1st , G— L 1Y' _ROOFING TIE BEAM, 2nd __ FRAMING 7' ``' AIR COND..v SIDEWALK e'Ori eij66 P FINAL P' Re/v. . MISC. REFUND ELECTRICALPLUMBING SEWER LAT SEPTIC GROUND ROUGH FINAL SLAB ROUGH FINAL t' — f t` ROOFING TILE ROOFTILE LAY DATE TYPE INITIAL REMARKS 77:--- -- . r. N gla u 0. ii 3Uffiu. Afl 44. -_ - FACE VIEW 1f2" d` cr 14 4 11- 4 tl111-:# Te bocce- L i a. saAte Z4hx Ite C.. 0MG. f0DT! Al s 114I I. • ttr. er GO MI. _ ca -+ c m - f e. P oo- s 4 o NEW SIGN - PLAN St FOUNDATIONh SITE PLAN tot64. 1 - ro base. Pitik 1• 1Ffiolit. RGr4:] 1. 0 A- T:, lSSs stlf. 04, 5! 4}•! 3iE r3eT4fl. a ABb^ IL A o* xmi. 45Gd04. 1c... wsi. k.,% ASIVIA41- t s ilk_. tr. t Ili E. t' xiectucA-, : NZW) . 41; ARSE wt ss s Akrt.. 1= 4. 11AA** ire Mt ` 15 tre. Iitlorko%, 0 CilY40Yy, / i. 0 ExtST. pAs? SYir[> 1aate' b- Pi+#* t., WV/ . 111 1.. tr4S. S 11/ 41/ • 5st++ aw , 6 4221 Cif AOeih$ 1101411 srx si e^- t#^. J'"-+ s' a` s. E.'. s,..-..' f'= s.. r=.-''•`'. S+ i g'`= s. _ a. ZE: sE _. L y.. i Exrs- rsuc. PhVELD ST ETS S1oe. WAL. K8 Ct1R8 % GLi- LRS MIS PRELIIMINARY IS MR ARCHITECTURAL DESIGN ONLY and is approhed sliiiebt to submission of fiun size details on MI 10- ns, ZoWng Code, Buildhg C- => P- . g Coda and all outer'_ regulatLns r . ust be ca nolied SUBMIT THIS CF: A iNG,. WITH - MAL rrimitoard y Supervising( 4rlitzlts Acp 4; ink r r LEGAL DISCRIPTION LaTS - 1, 2, 7, 8, 9, io, 11, 1/. 1 ; 14J ice, 16 i? BLOCK - ifs C. Olt 5eC: 11mi PLt. T soar.- 1o, 2 GY. AE. Cc: LA TY) FLoR- I P" FEB 21 1974 REVISE, RA9.1<ING ARCAW 4OYrau F lr • 1- s+ O +. c• z a. t 94agot- i• 2r2dJ rtI4OCOMM. NO. 7345t DATE ISSUED 20 - 75 SHEET NO. 1- 1 Stqu vroD04 3' 1019-( 10 UNSS3HOCIV 014 cl7nssi 3± VO 6 12. G 3. 1. VC1 03A173?. icicidJoPeitu00 Jo num° anumous a3Rou situ. Aq appe ACti I V2114 41- 190 AclaJaLl I tnok pa;: uo.-) uaaq sm.; anoqe aia pun PINISSi gig VP& A3P+ Ncif1000 aLVOIJI11133 ti0 N01. 1. 33dSNI 31: 1304411. 1H30 ON " Saglegi ! moo ur sasuaoli puogedncno pal= airitbil Isom shopequo3 tions my - 40 out 03 patisiumt aq Isnw [' or ate 1114 WOW mot sloPe111100 Ile to 11 ataidulso y " 9133111- 138V eNtstAndns 40 GaVOS eitz lenoicide 104 room pad9aJ Ate ut paJave aq ; au Fogs annartils siq4 ultleap ata lApal 20- Ci a Dti Oci Oqi- 1. 4831 r VCPAEIN fr * t I SCALE: N.T.S. BRACE AND SEAL TO BOTTOM OF STRUCTURE. TYP. NEW LAY -IN CEILING TILE AND GRID. MATCH EXISTING. 110, EXISTING CEILING IN CORRIDOR NEW PARTITION: PROVIDE 5/8 TYPE 'X' GYP. BOARD ON 3-5/8" (22 GA) METAL STUDS AT 16" O.C. MAX. PAINT FINISH, U.L. DESIGN U465. EW TILE BASE ATCH EXIST. BASE COUST. SEALANT TYP. EXTEND TO STRUCTURE AT LAVATORY PARTITION NEW LAY -IN CEILING TILE AND GRID. MATCH EXISTING. NEW PARTITION: PROVIDE 5/8" BOARD ON 3-5/8' (22 GA) METAL STUDS AT 16" O.C. MAX. PAINT FINISH. EW TILE BASE COUST. SEALANT TYP. 4 NEW PARTION WALL SECTION 5 NEW PARTION WALL SECTION A-1 SCALE' 1'-1'-0" 1 HR. RRE RATED A-1 SCALE: 1'-1'-0" 1 1 STUD WALL OR BLOCK WALL I 1 1/2' CARRYING CHANNEL n METAL FRAMING ANCHOR TO STRUCTURE ABOVE j----------- t — — — — — — — — — — — — — — — — — I - + II I I I I I 7/8" METAL FURRING CHANNEL I 5/B" GYPSUM WALL BOARD W' REVEAL MOLDING I 5/13" GYPSUM WALL BOARD I NOTE: PROVIDE M0ISTURE RESISTANT GYPSUM WALL BOARD CEILINGS IN ALL BATHROOMS AND ROOMS WITH MOISTURE RESISTANT WALLS. 777 TYPICAL CEILING DETAIL A-1 SCALE: N.T.S. 5IILE SHOE LEVElk 0 0 BAR THREAT ROD SHOE F d d e ° d e ° e I a SLEEVE ANCH01 e e e Z' MIN. d e FRONT VIEW SIDE VIEW F87 FLOOR MOUNTED TOILET PARTITION A-1 SCALE: N.T.S. NUMBER LOCATION TYPE WIDTH HEIGHT THK MAT FIN HEAD JAMB IS FR—MAT FIN JHDWR ILABEL REMARKS RESTROOM — GENERAL PUBLIC 101 WOMEN RESTROOM B 3'_ 0 6-8 1-31 -3 4" WSC P 1 1 H.M. PAINT SC. 102 MEN RESTROOM B 3'-0" 6'-8" 1-3/4 WSC P 1 1 H.M./PAINT SC. C EXISTING CONIC. FOOTING Ali CERAMIC TILE BASE & WALL @CERAMIC TILE FLOOR AREA OF WORK NEIVIOLITION KEY PLAN WALLS TO DEMOLISH G EXISTING WINDOW TO BE REMOVED SEE FLOOR PLAN 8" C•M.U. W/ CEM. STUCCO FINISH TO MATCH EXIST. 1 No. 5 IN CONC. FILLED BLOCK CELL AT 48" O.C. MAX. EMBEDDED 8" MIN. IN EXIST, CONC. SLAB AND TIE BEAM, SET IN EPDXY, JJ.•7/Y r TILE BASE EXISTING GRADE V 6 N NEW CMU WALL SECTION A-1 SCALE: 1"-1'—O" 5/8" MOISTURE RESISTANT GYPSUM BOARD CONTINUOUS SILICONE SEALANT CERAMIC TILE BULL NOSE CERAMIC TILE 1 /8" MIN. MORTAR BED METAL STUDS CERAMIC TILE BASE (COVED) k CERAMIC TILE CERAMIC TILE BASE (COVED) 797 CERAMIC TILE WAINSCOT @ BATHROOM A-1 SCALE: 3' = 1'-O' 2'-6" 2'-4" R- F 17 RESTROOM ELEVATION A-1 SCALE: 1/4"-1'-0" 71' A" 9 1 1 ILLC! v l i 011 Owl ryry 1 nnnn::nn:n::enn:nn nnn:n:n:n:nnn:n:in:n::in:Rn::.:::in:nn:nn n:inn.n:.i:,:,::n,,- SEE WEE 1 3 5/8" W/ 5/'8" GYP -99 RESTROOM PLAN A-1 SCALE, 1/4"-1'-O' RESTROOM REFLIECTING CEILING PLAN A-1 SCALE: 1/4"-1'-0" 3 RESTROOM ELEVATION A-q SCALE; 1/4'4-0' NOTES' 1. THERE IS NO FIRE ALARM IN THE BUILDING 2. SCOPE OF WORK IS LIMITED TO THE INTERIOR REMODELIGN OF EXISTING OFFICE SPACE TO CONVERT IT INTO TWO BATHROOMS AS SHOWN ON THE FLOOR PLAN EXISTING CMU WALL I NEW CMU WALL IZ n/ U W z U 7- U Q W Q L3 J z U as U Q C3 U 0 U L,J ry IZ I Q XD ry LLJ D n a: rll_ U 4 t' fir di i Y is C right UAD 1AMIRRE, NA, Issue Dam: RWalom No. I Date Dewdrffion Z W Q W W aW Z V Z U N Q Ln cc 0_ w of 2 p Z Z 1-1 Z dw Cn I Z V} Z w Z C7 Q F- w N Z Z_ Z Z Ln m a_ p 0JwZJOYYYYD< Y U n O O O of Z 2 J Z O LLJQ J a- O r O 2 2 C9 d Y J C7 C IL Ir z z z z 3 U O d w w aZ Of Q X 0 a Z a- Z a d rJ >-_j rJ r Ow Ln w 3' of 0 0 0 Q O a_ Q O D D G7 a_ m of < K < 0_ < W F- a m O 0_ 0_ V2 m m ff D J QN d!n QCn dof D J m W m 0 iY 0_ W OOf J a- J m W F- O~ O a- a- O a- 0 W F- N a_ W Ln J< a J Q 0 m 0 LX< J Qo j < Q o- J D Z Z c a ' 2- L0 ZQ N Z Zz<w a_ a Q a0 I J3oC.) 0 F- 0 CO 1 rn 3 CD F- VI 0 (n E V) 0 V)> U1 l T, 0" I N o I w N n Q l n+ cv r -Q HANDICAP ACCESSIBLE BATHROOMS (TYPICAL) TYPICAL T P-17 TYPICAL FIXTURES AND ACCESORIES MOUNTING HEIGHTS SCALE: omericon specialties 0714 coat and american specialties american specialties bumper hook 04676 paper towel 04623 paper towel dispenser and disposalQ dispenser and disposal all other stalls i I E) cent r line of towel slot center ine of towel slat for handi stalls C.I. of stall door o U) I I I TO BE ATTACH BEHIND TOILET DOOR PARTITION INTERIOR SPECIAL FIXTURES AND ACCESORIES MOUNTING HEIGHTS 1-2 SCALE: 1/2'=l'-O" CONIC. SLAB 4 v ° o G d CONIC. FLOOR SLAB UL NO. U905 CLASS D-2 (2 HR) 1 WALL TYPE 2 HRS. A-2 SCALE: 3"=1'—O' I I METAL STUD I PAN HEAD SCREW a T 13, Syr I I I 1 I I I 0 CONIC. SLAB 4 d MIN. 3" THICK OF MINERAL WOOL BATT INSULATION WITH MIN. I" FILL MATERIAL SEALANT. 8" CMU alls oilet paper 0 1 5 8" GALV. STL TOP PLATE SUSP. OR FIXED GWB CEILING 1 METAL FRAMING AL TRIM I" GWB ON 1 5/8" V. METAL STUDS 4"O.C. MAX. WRCWBAT ET ROOMS E: USE WATER ISTANT GWB WET AREAS 4 ° CONC. FLOOR SLAB 4 717 WALL TYPE A-2 SCALE 3"=1'-0' I 5/8 THK. GYP. BD. I ' ZO I at, 1 1/2 " DIA. GRAB BAR FUTURE INSTALLATION) EXCEPT AS INDICATED ON DRAWINGS. 20 GA., 6" HIGH STEEL PLATE (GRAB BAR LENGTH + 4" EACH END) SECURED TO METAL STUD AT WALL RESIDENTIAL FLRS. (15 GA. PLATE AT ALL OTHER FLRS.) 1'-8" WHERE 2 HORIZONTAL GRAB BARS ARE REVD PER ANSI PLATE DETAIL FOR FUTURE & ACTUAL GRAB BAR INSTALLATION AT METAL STUD WALL SEE BATHROOM ELEVATIONS FOR LOCATION) 717 TYPICAL ANCHORAGE DETAIL A-2 SCALE: 3"=V-0" 1'-6" WHERE THERE IS FUTURE ADAPTABLE WALL CABINETS o C3 w O' american specialties 0485 recessed seat cover and toilet paper dispenser american specialties 0484 dual access seat cover and toilet paper dispenser american specialties 0482 recessed seat cover and toilet paper dispenser with napkin disposal american specialties 0481 dual access seat cover and toilet paper dispenser with napkin disposal biA—z)Mvulr1 r:3 FIRE -SHIELD COW MIN, 1- THICKNES' MINERAL WOOL BI INSULATION MIN. THICKNESS OF MII._ TEST REF. UL SYSTEM NO. CAJ111j3 F_T FIRE PENETRATION DETAIL A-2 SCALE: N.T.S. LEGEND Eamerican specialties 0481 dual access seat cover and toilet paper dispenser specialtiesamericansp with napkin disposal 04676 paper towel dispenser and disposal american specialties 7355 STAINLESS STEEL TOWEL amerlcan speclalties BAR 24" LONG 04623 paper towel dispenser and disposal O american specialties 1206 /1209 SHOWER CURTAIN RDD AND FLANGE WITH 1200-V VINYL CURTAIN AND 1200-SHA HOOKS american specialties 0714 coat and american specialties bumper hook 0326 recessed horizontal liquid soap dispenser no- american specialties 0485 recessed seat cover w american specialties and toilet paper dispensers 9468 dual feminine napkin/ tampon dispenser american specialties 0484 dual access seat cover american specialties and toilet paper dispenser 0535 handicapped tilt mirror american specialties 0482 recessed seat cover F+a+ american specialties and toilet papa dispenser 0328 Iav-basin with napkin disposal SOAP DISPENSER american specialties 9468 dual feminine napkin/ tampon dispenser or unit STEEL PIPE NOM. I DIA. SCHEDULE 40 REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE MIN. 4-1/2" THICKNESS 14" MAX. DIA. OF OPENING FLOOR OR WALL ASSEMBLY) 5/8 " THK. GYP. BD Q "-- 20 GA., 6" HIGH STEEL PLATE (LENGTH AS REQUIRED) MECH, SECURED TO METAL STUD AT WALL w 1'-8" WHERE 2 HORIZONTAL GRAB BARS ARE REQ D PER ANSI TYPICAL DETAIL FOR ALL OTHER ITEEMS TO BE ANCHORED ON DRYWALL PAIRTITIONS SEE PLAN FOR LOCATION) 1 TYPICAL GRAB BAR INSTALATION DETAIL A-2 SCALE: american specialties 1 1/2' grab bars lengths vary refer to plans install 1 1/2" from wall varies enter line of grab bar M FIBERGLASS SOUND INSULATION CONDUIT/ PIPE ACOUSTICAL CAULKING AROUND PERIMETER OF WALL PENETRATION SOUND RATED GYPSUM PARTITION WALL SEE PARTITION TYPES FOR EXACT CONSTRUCTION) FT CONDUIT PIPE PENETRATION DETAIL A-2 /I SCALE: N.T.S. STUD WALL OR BLOCK WALL 1 1/2" CARRYING CHANNEL METAL FRAMING ANCHOR TO STRUCTURE ABOVE 3/4 1 7/8" METAL FURRING CHANNEL S/8" GYPSUM WALL BOARD W' REVEAL MOLDING I 5/13" GYPSUM WALL BOARD NOTE: PROVIDE M0ISTURE RESISTANT GYPSUM WALL BOARD CEILINGS IN ALL BATHROOMS AND RDCMS WITH MOISTURE RESISTANT WALLS. F'3'N CEILING DETAIL A-2 SCALE: N.T.S, american specialties 0535 handicapped T tilt mirror r american specialties 0326 recessed horizontal SD- I Liquid soap dispenser CD a- M CONC. SLAB Q 4 5" 4 d 4 CONC. FLOOR SLAB K_3_'j PARTITION CAULKING DETAIL A-2 SCALE: N.T.S. ONE LAYER OF 5/8" GYP. BOARDI ON EXTERIOR SIDE OF WALL IIQJ m r 400 Ln ONE LAYER OF 6/8" TYPE 'X" GYPSUM BOARD ON EACH SIDE -OF 2 1/2' METAL STUDS JAM HEAD DETAIL A--2 SCALE: 3 PARTITION TYPE Kt2A SCALE: N.T.S. CI MAX. 3/4" THICK FILL SEALANT MATERIAL UL NO. HW-D-0010 ONE LAYER 5/8" GWB TYPE X ON 3-5/8" 20-6AGE METAL STUDS NOTE: USE WATER RESISTANT GWB IN WET AREAS 3" SOUND ATTENUATION BLANKETS BETWEEN MEETING ROOMS, FOYERS AND OFFICES. 0 ONTINUDUS ACOUSTICAL CAULKING LDNG BASE OF PARTITIDN SAME FOR TOP CONDITION) iALV. STEEL RUNNER 3YPSUM WALL BOARD (SEE PARTITION FYPES FOR NUMBER OF LAYERS ) GALV. STEEL STUDS GALV. STEEL STUDS GYPSUM WALL BOARD (SEE PARTITION TYPES FOR NUMBER OF LAYERS ) GALV. STEEL RUNNER CONTINUOUS ACOUSTICAL CAULKING ALONG BASE OF PARTITION SAME FOR TOP CONDITION) U H n z Q U n U z U M LIJ Q W Q IL z U m U Q U EJ O LLJ n J Q 0 O U D 0 CL Yq 43i Copyright L UDD LA`li l E, M, =11 Issue Date: RAVi810n8 No. I Data Dinsaripflion 2" TOOLED CORNER SEALANT F -1 GROUT la i SOLID r I I A100 Ln a LEL, AIAL_ J HOLLOW METAL FRAME FEB 0 .6 2002 HARD WOOD Roped Number Cevm By" K , J + HTRIM DWqri Dr. Chocked SOtaet Tie: RESTROOM - GENERAL PUBLIC SQFpa6't lNNIt bW. 2 EXISTING 1 1/2" CW CONNECT TO EXISTNG PLUMBING SYMBOL LEGEND PLUMBING FIXTURE SCHEDULE GENERAL PLUMBING MOTES 0 1 1/2' CW LINE IN CEILING SPACE. APPROX 24'-0" INSTANT WATER HEATER. 3"V TO VTR 1 1/2-CW IN CLG. SPACE NEW 4' SAN, CONNECT TO EXISTING TOTAL NEW FU: 71 EXISTING 4" SAN. LINE. PLUMBING PARTIAL PLAN - 1 /4" = 1'-0" CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. SYMBOL DESCRIPTION SANITARY LINE VENT LINE SD —'—' STORM DRAIN LINE i- SAFEWASTE LINE CD CONDENSATE LINE COLD WATER LINE HOT WATER LINE FCO FLUSH CLEAN OUT FD FLOOR DRAIN RD ROOF DRAIN CO CLEAN OUT VTR VENT THRU ROOF RWL RAIN WATER LEADER EXISTING 1 1/2" ICW 1 1/2' / NEW 1 1/2" CW IN CLG. SPACE J\ 1 1/2- (67 Fu) IWH 1 1/2" EEMAX CONNECT TO EXISTNG 3/4" EX8208, 8.3K'JI, 1 1/2' 1 1/2' CW LINE IN IT2082 1 PH. CEILING SPACE. P-2 P_2 P2 / 1 1/2" 1/2" P=1 (33FU) 3/4" P-3A 2„ P_1 1/2N 3/4° 1 W.H P=2 P-1 P--2 P=1A P-21/ 2" 3/4° 1N H \ I 1 1/4" I i 3/ 4, 1/ 2" 1 1/2 3/4° 1/ 2- P-1A 1/ 2" P= 1 1/ 2" \ P-1 1" 1" RISER DIAGRAM - NTS CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT &CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. NEW 2" JIL 2" VTR 2" 2" N NEW N 3" VTR 1 1/4" (TYP. J P-2 1 2N 3" P- 2 P_ 2 ) P= 3A 2'( 2FU) P= 2 P= 1 3" 2N \" 2"( 1 RI) i P=1 3" FD 2"(3FU) 4"( 27FU) 3" 2"( 9FU) 4"( 8FU) P=2A CO (IYP.) 4" P=1A I 3"( 3) 4'( 24FU) 30 i P= 2A 4'( 35FU) 4.0P=1A 4" P—' 1/2" RESEAL LINE FROM TRAP 4"( 27FU) ' p=1 PRIMER. (TYP) 4"( 19 FU) NEW 4" SAN. 4'(16FU) CONNECT TO EXISTIING TOTAL NEW FU: 71 \ 4"(8FU) EXISTING 4" SAN. \fir SANITARYRISERDIAGRAM - NTS 3 CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. N0. DESCRIPTION DRAIN CW HW REMARKS P- 1 WATER CLOSET 4" 1" A.S. #2234.015 FLUSH VALVE, SEAT: OLSONITE # 95 FLR MTD) VALVE: SLOAN #111 P- 1 H WATER CLOSET 4" 1" A.S. # 3043.102 FLUSH VALVE, SEAT: OLSONITE # 95 FLR MTD) VALVE: SLOAN #111 P- 2 LAVATORY 1 1/4" 1/2" 1/2" A.S.#0355.012 COUNTER TOP) FAUCET: AS # 2385.130 WITH 4"_CENTERS .-------- ----- P- 2H LAVATORY 1 1/4" 1/2" 1/2" A.S. #0355.012, HANDICAP, WALL FAUCET:AS#2385.130 HUNG) PROVIDE LAV-GUARD # 103 INSULATION KIT, AND CONCEALED ARM CARRIER. P- 3& URINAL 2" 3/4" A.S. # 6501.010 P- 3H VALVE: AS # 1662.601 FD FLOOR DRAIN 3" ZURN # Z-415-5S-P TOILET ROOMS PROVIDE TRAP PRIMERS. NOTES: 1- A.S.= American Standard 2- All exposed trim, such as P-traps, angle! stops, and supplies shall be chrome plated. 3- All plumbing fixtures shall comply with water restrictions of SFBC. Occupancy Load Occupancy Type: Business (G-2) Total Building Area: 21000 SF usage General Office Total Square Foot Area: 8500 SF Total Common Use Areas 2500 SF Total Area to be used 6000 SF Maximun Allowed Occupancy: 60 3109.(c)(2)(cc) Phase II and III are not part of this permit Usage Office Unknown Square Foot Area: 8500 SF Maximun Allowed Occupancy: 85 Ph ll Usage Office unknown Square Foot Area: 8500 SF Maximun Allowed Occupancy: 85 Luis Latorre, AIA 14243 SW 90 Terrace Miami, Florida 33186 Phone. 305.383.3122 / Fax.305.383.3192 1. A. ALL WORK SHALL BE DONE in accordance with the South Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective malterials and/or improper workmanship for a minimum of one year for material and labor. E. ALL HORIZONTAL DRAINAGE PIPING shall slope at 1 /8 inch per foot minimum, for pipes 3" and larger, and 1/4" per foot minimum for pipes 2" and smaller. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as specified and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. 4. MATERIALS: A. PIPING: a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40 below ground, and above. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" ini concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Condensate drain: DWC PVC. d. Domestic water supply asselmbly: Chrome finish tubing with angle shut off valves. 5. ALL AUTOMATKaN ELECTRIC water heaters shall meet the standards of the latest energy efficiency code. 6. PIPING TEST AND DISINFECTION& A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic wateir piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 7. VALVES: Domestic water valves shall be of bronze body, sweat ends. 8. HOSE BIBBS: Shall be 3/4 inch. rough brass construction with shut off valve and, vacuum breaker. 9. WALL HYDRANTS: Shall be 3/4 inch. rough brass construction with shut off valve cnd vacuum breaker. Josam #71070 10. ALL OUTDOOR: F'_OOR clean outs shall be terminated up 'to grade and shall be marked. 11. CONTRACTOR SHALL COORDINATE exact location of sanitary, and domestic welter piping before starting any work. Notify Architect/ Engineer of any deviations from design drawings. JA N 1 4 2002 Z Q J 00 Vz00 Z oo- o ~ tea N w _ - a, QwRd- COas rnzaz5 ___ n ox x15Lowo 1 , ZLLC NU Lu w O m cn Q Wz 0 o Q I` W LJ_ R G REYES-GAVILAN CONSULTING ENGINEERS, INC. Aristides Reyes—Gavilan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: ( 305) 828-5205 FAX: (305) 828-64 megaelec@bellsouth. net U F-- 1 z J O Q Ld LL- W W z W 0 Ld Q W Q z LLJ P4 z U Q U 0 0 W D—/ 0 J n/ W 0 oCL 0 r--1 U Fla. Architect AR- 30159103 Copyright LUIS LATORRE, AIA, 2001 Issue Date: Revisions No. Date Description IN 4 UP. 41Project Number: Drawn By: Designed By: Checked By: Sheet Title: PLUMBING PLAN, RISERS AND DETAILS. Sheet Number: LTTHONIA — CB-232-120-GLR GEBAD (TYPE) EXHAUST FAN 120V). (1 PH) HALF SHADED LIGHT FIXTURE DENOTES EMERGENCY TYPE PROVIDED WITH A LITHONIA PS 11400 1400 LUMENS) EMERGENCY BATTERY PACK TO OPERATE ONE LAMP DURING POWER FAILURE PORVIDE "LED" ANNUNCIATOR 'kN1 3#6-1"C TO NEW 2P-50A BKR PROVIDED IN EXISTING PAL "C" SPACES (CKT. 16,18) J. BOX FOR 8.3 KW, 208V, 1 PH INSTANT WATER HTR. SEE PLUMBING DRAWINGS FOR EXACT LOCATION. ) 2#12-1/2"C EXISTING CIRCUIT C-5 a 0 0 0 on 0 0 GFI 2 60/NF D-15 NEW TOILETS ELECTRICAL PLAN 1/4'=1'-0' NOTES: 1. THERE IS NO FIRE ALARM IN THE BUILDING 2. SCOPE OF WORK IS LIMITED TO THE INTERIOR REMODELIGN OF EXISTING OFFICE SPACE TO CONVERT IT INTO TWO BATHROOMS AS SHOWN ON THE FLOOR PLAN EXISTING PANEL "C" LOAD ANALYSIS BASED ON 120/208V, 3PH, AW EXISTING LOAD 22.6 KVA NEW ADDED INSTANT 8.3 KVA HOT WATER HTR 30.9 KVA 30.9 KVA / 360V= 85.9A 85.8A < EXISTING 3P-125A MAIN BKR. IN PANEL "C" EXISTING KEY PLAN N.T.S. NOTE: REUSING EXISTING CIRCUITS OF DEVICES BEING REMOVED 2#12-1/2"C EXISTING CIRCUIT D-15 GENERAL ELECTRICAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR/REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS RUN CONCEALED IN FINISHED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN/NOTED OTHERWISE. 7 . ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE TO BE REMOVED. ACCESSIBLE RACEWAYS, WIRES, BOXES, SWITCHES AND OTHER ELECTRICAL ITEMS ASSOCIATED WITH THIS WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN SERVICE. 8 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 9 . a) MODIFY AND REROUTE EXISTING WIRING AS REQUIRED TO ACCOMPLISH INDICATED WORK AND CONTINUE SERVICE TO LOADS BEYOND AREA IN WHICH WORK IS DONE. b) CONTRACTOR SHALL RE -USE EXISTING SPARE BRANCH CIRCUIT BREAKER AND/OR EXISTING BRANCH CIRCUITS PRESENTLY SERVING ELECTRICAL DEVICES BEING REMOVED IN AREAS BEING REMODELED. ACTUAL CIRCUIT NUMBERS MAY VARY FROM ACTUAL FIELD CONDITIONS BUT ARE SHOWN TO FACILITATE CIRCUITING LAYOUT. 10 ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 11 ALL WIRING INDICATED AS EXISTING IS BASED ON ORIGINAL CONTRACT DRAWINGS AND IS TO BE VERIFIED BY CONTRACTOR AT JOB SITE. 12 WIRE SIZE SHALL BE # 12 THHN / THWN UNLESS OTHERWISE NOTED ON PLANS. 14 ALL WIRES SHALL BE THWN. INSULATION. 15 . ALL CONDUCTOR SHALL BE COPPER. 16 . ALL CONDUCTORS SHALL BE RUN IN CONDUIT (METALLIC TYPE). IF PVC SCHEDULE 40 IS USED FOR UNDERGROUND FEEDERS ONLY, AN EQUIPMENT GROUND CONDUCTOR SIZED IN ACCORDANCE WITH N.E.C. 250-122 MUST BE INSTALLED AND CONDUIT SIZE 17 . ALL MATERIALS SHALL BE U.L APPROVED. 18 NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AIIFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 19 ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 20 CONTRACTOR TO REMOVE AND/OR REPLACE CIRCUIT BREAKERS IN EXISTING PANEL TO OBTAIN AMOUNT REQUIRED AS A MINIMUM PER PANEL SCHEDULE. ALL EXISTING EXCESS BREAKERS, IF ANY, TO REMAIN AS SPARE. 21 ALL NON POWER RELATED WIRING IN CEILING AIR CONDITIONING PLENUM RUNNING WITHOUT CONDUIT SHALL BE TEFLON COATED CLASSIFIED( FOR USE IN PLENUMS. 22 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 23 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH HIGH ABUSE NYLON COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 24 . ALL DEVICES IN EXISTING WALLS NOT AFFECTED BY NEW CONSTRUCTION SHALL REMAIN ACTIVE. 25 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 26 . ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE CEILING SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. 27 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION . THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 28 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 29 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 30 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 31 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 32 . ALL LOAD IN EXISTING PANELBOARDS ARE ESTIMATED. 33 . ALL RACEWAY ROUTED, INSULATED CONDUCTORS SYSTEM SHALL BE COLOR CODED AS FOLLOWS. 120/208 V SYSTEM PHASE 'A' BLACK PHASE 'B' RED PHASE 'C' BLUE NEUTRAL WHITE GROUND GREEN 34 ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. MA ght Uj"s Latorre, AIAa. 14243 SW 90 Terrace Miami, Florida 33186 Phone.305.383.3122 / Fax.305.383.3192 2 HOURS FIRE RATED THROUGH PENETRATI N FIREST P FOR SINGLE METAL PIPE THROUGH GYPS M WALLS BIARD USING FIRE -SHIELD F-RATING = 1 & 2 HR. T-RATING = 0 HR. UL # WL1051 1 OR 2 - HOUR FIRE RATED GYPS N WALL/STUD ASSEMBLY ANGULAR SPACE RANGE, MIN. 1/4' MAX. 2 CONDUIT - 4' dia. COR SMALLER) EMT OR RIGID STL. 3 TREMC # FIRE -SHIELD- MIN.1/2' THICKNESS OF SEALANT INSTALLED WITHIN PENING W/ A MIN.OF 1/4' CROWN AROUND GROUND THE ITEM APPLIED FLUSH W/ BOTH SIDE OF WALL ASSEMBLY. 2 HOURS FIRE RATED THROUGH PENETRATION FIREST P FOR SINGLE METAL PIPE THROUGH C NC, FLOOR OR BILK. WALLS USING TREMSTOP ACRYLIC. F-RATING = 2 HR. T-RATING = 0 HR. UL # CAJ1205 1 PRE -RATED CONCRETE FLOORS OR BILK. WALLS = Min. 4/12' THICK, WITH ANNULAR SPACE RANGE OF 0' TO 7/8' 2 CONDUIT 4' dia. (R SMALLER) STL. C NDUIT OR EMT. 2 7-' EMCO # FIRE -SHIELD- MIN.1/2' THICKNESS OF SEALANT INSTALLED WITHIN PENING W/ A MIN.F 1/4' CROWN AROUND GROUND THE ITEM API FLUSH 'W/ BOTH SIDE OF WALLS ASSEMBLY. 4 TREMC # TREMST P ACRYLIC - Min. 1/2' SEALANT APPLIED WITHIN ANNULUS, & A Min. 1/4' SEALANT APPLIED AT POINT CONTACT AT FLOOR SURFACE FOR FLOORS, OR BOTH SURFACES FOR WALLS. 2 HOURS FIRE RATED THROUGH PENETRATION FIREST P FOR SINGLE METAL PIPE THROUGH GYPS M WALLS BIARD (USING FIRE -SHIELD F-RATING = 1 & 2 HR. T-RATING = 1/2 HR. WJ1012 (377) 1 WALL ASSEMBLY = 5' THICK CONC, W/ MAX. AREA OF PENING 35.75 SgIn. 2 STEEL PIPE = 2' Dia. (R SMALLER) SCH, 5 OR HEAVIER. CONDUIT - 2' dia. (OR SMALLER) EMT, MAX. 5 PIPES OR C NDUITS. 3 STEEL SLEEVE - No. 30 MSG galy. SHEET FITTED WITHIN PENING & SECURED TO BOTH SIDES OF WALL, PACKING MATERIAL - MINA' THICKNESS CERAMIC FIBER INSULATION (6 PCF) FRICTION FITTED MIN. 1/2' THICKNESS FIRE -SHIELD OR FIRE SEAL, WITH 1/4' CTOWN FORMED AROUND PENETRATION ITEMS. 5/8' J00 00 Cj Z oo It ZOo _ ao W N W a c W a cp c) z z c— O19RA< ZF- ~WMLL'NWDQF-Q6 D < CC:4) CB% LL.F- O—N ZON a!Lo a WW LL ZWOtOP1 o E cn Ui;z< 0 v aW LJ_ r L U H z Q L,J L LL 1 Li z L1J U E:: 1 1 , r::i L,J Q LD J z LI.J U Q z U a o Li CL 71 o ry D/ LLJ o a n ry r,-- U Fla. Architect AR-30159103 Copyright LUIS LATORRE, AIA, 2001 Issue Date: Revisions No, Date I Description My) XA, 116-4 ELI Project Number: Drawn By: J, , Designed By: Checked By: A.R. Sheet Title: ELECTRICAL PLAN Sheet Number: F I c o c _ xlAs # w -4 'et I Vt as C r i o on . €. 00LOto L N N ACN F; It Q e oao 35'1 C. I ,- I. i lv i (is-„Cr1L U'C) ,D 0 A vi. ` Iz-0 BOARD Cr ARCH. " V'r, 04 ICALZi 11CAL f ,T!!;'C UR %L FIE%1, ti i t I Fcder jte, s." City r a Derm Number: r2002-0115-1053-1564 Contact Name: MR HERMRN SANCHEZ Contact Phone: (305)579-2030 Folio: 03-4105-050-0186 Project Name: RESTROOM GENERAL PUBLIC Date Received: 01/ /2002 c/1-"rI,,n R LAST r r ev i ewer Name : M I GULL E ARMAS F 7r b an ,y P e 1Ty. ^FRA$Sran/1F"", Twp1e'Alll U. t"()RE rREAi i'EtmT T,=R SUPPLY STEVVATER FVJ. R FINAL A," SIGNATURE t^ - F-'ERMIT IS NOT VALID UNTIL FIILA;. DE- A, r' ISSUED BY THE OFFICE OF PL/1NI r::'; 1111111111111101111111111111111 The City of Coral Gables Building and Zoning Department ISO Class 1 CITY HALL 405 BILTNIOR.E WAY CORAL GABLES, FLORIDA 33134 A-1 Title Support Services, Inc. P.O.Box 55-7097 Miami, FL 33255-7097 Dear Sirs: 617790 Box No. 787 Perrn.# APP.# 0 760 PONCE DE LEON BLVD. July 9, 2004 Re: Lots 7 thru 17, Block 18, Flagler St. Sec., Pb/Pg 10/12 iiiiiiiUiii' mod.) In response to your request for zoning information in regard to the subject property, please be advised that after careful research and study of our records and the information that you provided, the following pertinent information has been determined. 1. Lots 7 thru 14 of the subject property are located in a "CB" Use District, Lots 15, 16, and 17 are located in a XR-5 Use District (see Ordinances #1628 and 2704 copies enclosed). 2. Copies of the "Zoning Code" outlining the permitted uses, setbacks, and other regulations are enclosed. Please be advised that this determination does not constitute a development order. If you have any questions in regard to this matter please do not hesitate to contact me at (305) 460- 5241. Sincerely, n Dennis S. Smith, C.B.O., MCP Assistant Building & Zoning Director C: Martha Salazar Blanco, Zoning Administrator Alan L. Richman, Zoning Tech. Lead P. O. Box 141549 CORAL GABLES, FLORIDA 33114-1549 PHONE (305) 460-5235 x ....:.1. t''..., '... 71 ...n?Sti +70E:: .LN., A,...a r314.16%,i1.1191111141§ liellp.i.:7?8r.12,it',...us F.:4's'tf ili..).41r.61..LI,F1 61:3`.:. MY d.V.''.'' ... .,'. f ':..11.°4.' t,.,..k., '., fr:/;...616.1,... ,', '. N. 6 NZO•1 PAP) X 11 COMP 1-0)1ERD4k rAS) mou, fle; vgALTe Tof 44 1, k.:"/".„ I- i 1 , i 1 1 y 1I , 1 i i i 4: 4t 44». i‘b 0'm-a k;44, s‘c—°— bR7+“ 11 f . r.? / f ./' f rivittAr LaitArDsciApvg LA-cosi-Root HEt 14 } beta) 114.r sr t giiveRR4Comn ott IripAy bvitimsTS 7. 6 krrin. AmEticAN pilift4)04, PevNe.E., Lgon )34.141) r D LW 6-..las s+ Mt. ar Pr 14 ciadirl bit thli §irudA 00+1 lie tittOdi AO irapect without prior ap6revei of tiro EIGAR6 SA/PERVVINdi ARCI-IITEcTS. A corripiete list Of WI Controttbrt, v•i44' *if Job mutt tOe fiirhished to the City. Ai se& itk•nrractitn 11#Miit IWO 6Urrant occupational iicenset 661'al Gabon: .14o torrritAtt INSPECTION OR CERTiFICATE Oe ()MUMMY tAlli dint' the aboval Nat boo, eomptletil ' IvNtt AbOde bY this noike thoivri I hereby certify that I 1)44/0 evaldi UltdOrtilitdi and *St WOOWnerorCorrtractot DATE fSON.D1 APPR r# J/i7FT_F ti 4 0 , 11 4 4 7-7-15 0%.11111111111,0111101,17""'-'" 5 1\ amen,— •—•-•-•• r . 1 r•••. 4}.1.1..•••••• m6=011mlie•r1 4E, I f•P Ora 'TO • Yr. o • 61) r3P0 1) OC OIL 9 ' CW(16 ti1.404"r y ........,,,..................w.. . „ ......... •, ..../ ..10“.1.11t.i.,W.,%7••••.7-4.A.• a/ r. u..a.. Et urm•••••-• •e —•••••-•-• -..•1•• ....—• • • PT/ 2,.00,./k 6,0R/911, P13445 ri,P6'12 F"1/07 5ook ig- phi 0 06. tiro 565iecr: 4 122/ 5:c"" rail4141)4) ; e' cs4) Z)40/1? 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' rZrryypp l 10 Pat 26' R, lz. 4 r Q Pmz. r. 9 14 44' t tinz. 4: e , L Fiiez. a v- A. ; o 411, 61' Prr. rrd f+ os i p4P4- ° & t 1 C. CA2P SEVe. t! 714 L . 4.. JV 1- - S I. ph- tom'-` 46t 1 5G- G51- 1s. Prtpa- rcc 1vELM kigt1, L . uv Su vt oz. s Gcltz) 2. 2. 0 k f. 1 I5. c. q' 6 P; tc sp. 12 v- i] tinP; pc. s te AVILA. CURT A lot a' 1 7 r , 4fo 1. 4? y WE 5 tb'' C t- 52, T Ttat tit& iniczornpart ln, " Swzv t- f 314. ETcIr4" of 40- 11- 12- fb- 14- 15, 1G, t ! of 4 cceLonstaS At) thdrEc ink k} EL Pkoi- booth 10. Cif £ 12. of t4u oltc Rcc d- 5 o Docc arty da, trut. and oarrezt ' kr.- brs# of our tmowlcdgr., iniormatim be, re. crAN suniti d chnutk plcMcd uric.; our 644. cfio[ t., Lem arc zrt. c. rockchmcrdbL ab 1 overt. t r Jokz. n . W. ut. l4c r 4Mt. rrtd EnqatZr J. S (. 02: k q. c. s a# cscdl Laid 5uotcyar ij' - 1dk. pfaie... a4 F•- LcDs is a . i E 15 , i2P Li S 5 L ik ° OAL ioo' r, rr I fdi -4 50" 92/. 922 961962 9/4— 956 r-+ia SAts io.lip el mLN ooF 906-907- 909 ALTERNATE SILL SECTION 1Mil LdoRp DESIGN CRITERIA: The MuUlon Span Chore /s dosed on sections 2306-2 2306-4 and 3509-2fb1131 of the South Florida salldong C0de- 14,640/ /00d Out O- S'—..---Et, Zva{ Ly'.nd lode 0014 a'•IS' t9.7/est' 4//owd6/e t/c-c 4/00 NOTES: O MuNlons may Ae used horlfonlally using saris span and sparing shown in Chart. 21.411 Aluminum shoe/ be 6063-T5 unless otherwise noted. 31 Fill all s r¢¢w melees wog) OP14x eSAlS. when using members Y10, 911, 964 and 965. 4JAnchors 1a corm shall be 014A 2.4 4logs /n lead shle/d. Vex 2Yr"thunderbolls or approved equal. ANCHOR sclieDuL2 etsrpht obeys erode ele.1 Anchor spormii()r+.1 0' - 20' O " 900 & 950 MULLION CHART x 4", lir x 434" Flush Olen 9 95 l -.5 90/ -,.5 001 l r 3 4 50 7 C/C 55pcci; a t. /fr/rd//1/4».-/5 irT fee f 1 l CAL. Lr /HIV Cf- A RT s- #ee/ /..7.5er74 3opd 8 L 6C f NC. 21 Almeria — Ph. 443 - 4643 rr TVizt. E At I D' U c- r SUPPLY Aim DUCT S E C T I ON -- T_ sc . 4." I' A, C i% y. i I ULI17 J 3 Q x s p' tIV11 i L < A P w C, AP../ FP 1Z' 40 , c3 t C7g =. V wl v511 F 145T- YOG: O ilOLxV il. l 5T1 f a{ ATE' LxacJ f 7r A f 15 iG W Yigy% C AIFr3C- I i 2C' 3471 2. 0" 317- Q" zfA LL c IL i 9)( 18- TETu` 3 WAY 400 cr. m 1 : W' OPPOS D DAfs4 PL 12,{{ Eff 1 v o C_ 3 i' Ca f{ K14}" 7E- jU5 J V lN" : CJD C 0FPC) D T A6. 164 zco90 f I I 3a iC/ Ior zsx8ZS x I Li t v . 12 is 12 3 WAY - T!' T u 5 T1wtDC ClL+ e. Ca 17tF LkS r‘ c. i 9g opPo5 lesLANDL t*' E P e . FoQ COWL- 11Q ti 0+. l of AuCT K wl4Eg- rix. 1 c7 i - Pet- D11.. EG- IS S ivErc T I B " k-` Q 4i a' 7: 1111111' 5L_ L Y .. 11.. i5 / L. Ai" S V [ T i Yam.. 1E51.- At.. 1iC or 111 h I x I. 1Z ' K t2 ' hr . V- Ti- T. VS 1" tel C F2" x Y2. 3 0 c cf.. E FIJ Ot ' yLF Ti F1 iii i Li ItWOLF D QI. 3i7E 1 300 CF= r.+! Oa goo cv 2. 4 x C o r. 1T i oky, ' 1 5 F P._ 4 M i E ti TO L I+ , i C4 PC21477aC7. 16, 1 06 161. J i L. Y D+ [ ti 1 7x7" LWAY CLC,, DI V. • 13' 0CFM Yd' xt C P aLL EXISTING QU I L G1 f PART PL - sC yam-= 4; r-- u 1 - -- - s ff s la 42) F- F? LF ED. s I l£ 1 I d4L 1V i i CCU MO AIR CONDITIONING UNITS PERMITTED IN REQUIRED SET BACK( AREA. APPROVED V 7(06 PonceDs_ Lem- it 4 111.11. 414 %); 11.1114 iU cs, 0 a rt 1 1.0 4 9. I 1...; 1.1. I-1,-r 9,, I.- .. • .: i,- , .._...t -„, 4 1fi-s c) ' k 247 1 tf- t 1 71. F 1 C 7- rrt 14.0 r F;:•)• L-zt 6-3 s-s) 3 4 Ai gYln rbi*N. CLPI ‘kl Z' re, czt., cv 93 11-1 L3 orl 0 AN J t 04) ri- ell.- f*. N N • ft? niZ•91' CiN1 Q.% J 1 0 • 1 14 : 0,1 r•F 9 1; ; k`••4 o L'N4 6:.„/ 1.1 p Ns, 1 IL w. rw 4 t9 I RA) 7-1 4.11,.19. 99/.9- 9.9911 -••••1 i•-••99r-•-94-F,•- 4t N.) tt).- m9/9. FW-1-11•Emlow-rri.••=•imm-1-••99.-mml-•-•11•614.01-•••••-01,941-. tt; 4 f6 r.. A my/ 004412y 5 The design of this structure shall not be altered In ang respect without prior arproval of the BOARD OP SUPERVISING ARCHITECT&. A cernpl to list of all Contractors who work on the Jab must be furnished t) the City. All such Contactors must have cement occupational li•. er. s- es in Co . I Gables. NO CERTIFICATE OF INSPECTION OR CERTIFICATE Gr OCCUPANCY will be issiNd until the above has b. en corns- lhd with. hereby certify that l have read, understand, and agree b6 abide by this notice shown above. Owner or Contractor APPROVED ARCHITECTURAL D.: 3 C'. ; r t DATE G' DATE ISSUEDADDRESS BUILD! I Pmir Mil LEE 7- BLIILDMG OFFICIAL PLUMBING MECH. & AIR COND. 3 t LA The City of Coral Gables Building and Zoning Department ISO Class 1 CITY HALL 405 BILTMORE WAY CORAL GABLES, FLOR/DA 33134 April 18, 2005 B & B Investments 600 West 20 Street Hialeah, FL 33010 LETTER OF BUILDING RECERTIFICATION IN ACCORDANCE WITH SECTION $-11(0 OF THE CODE OF MIAMI-DADE COUNTY PROPERTY FOLIO: # 03-415-050-1860 ADDRESS OR LEGAL DESCRIPTION: 760 Ponce de Leon Boulevard Dear Property Owner/Manager: This Office is in receipt of your structural report prepared by Christian C. Steputat, P.E., dated August 15, 2004, stating that the above referenced building has been examined and found to be structurally and electrically safe for its continued occupancy. Based on acceptance of this report, we herewith grant this LETTER OF RECERTIFICATION for the above subject premises in accordance with Section 8-11(f) of the Code of Miami -Dade County. The expiration date of this approval, as stated in said Code, is 10 years from 2004. This recertification letter does not exclude the building from subsequent inspections as deemed necessary by the Building Official, as specified in the Florida Building Code. As a routine matter, and in order to avoid possible misunderstanding, nothing in this letter should be construed directly, or indirectly as a guarantee of the safety of any portion of this structure. However, based on the term stated in Section 8-11(f) of the Code, continued occupancy of the building will be permitted in accordance with the minimum procedural guidelines for the recertification structural/electrical report on file with this office. Yours trul uel Z. Lo13ez, P B lding Official P.O. Box 141549 CORAL GABLES, FLORIDA 33114-1549 PHoNE 1305) 460-5235 PROJECT No. 2002-2-034 40 YR. STRUCTURAL ENGINEERING RE -CERTIFICATION INSPECTION FOR MEDICAL FACILITY BUILDING 760 PONCE DE LEON BLVD, CORAL GABLES, FLORIDA] PREPARED FOR B & B INVESTMENTS, INC. 747 PONCE DE LEON BLVD, S.-100 CORAL GABLES, FLORIDA 33144 ON AUGUST 15, 2002 IIISTRUCTURAL DIMENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH IIISTRUCTURAL PENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH P.O. BOX 310458, MIAMI, FLORIDA 33231-0458 2832 N.W. 79th AVENUE, MIAMI, FLORIDA 33122-1033 B & B Investments, Inc. 747 Ponce De Leon Boulevard, Suite 100 Coral Gables, Florida 33144 Tel. 305.975.0371 Attention: Mr. Angel Muina - Owner's Representative TELEPHONE 306-640-3066 FACSIMILE 305-640-0301 e-mail: sdi@structdim.com Website: http://www.structdim.com August 15, 2002 Report No. 2002-2-034 Subled: 40 Year Structural Re -Certification Inspection of Proposed Medical Facility at 760 Ponce De Leon Boulevard, In Coral Gables - Florida. Dear Mr. Muina: In response to recent discussions with you, Structural Dimensions, Inc. has prepared this Structural Engineering Inspection Report, for the 40 Year Structural Engineering Re -Certification of the proposed Medical Facility Building, located at 760 Ponce De Leon Boulevard, in Coral Gables, Florida. This report is intended to address the currently existing (August 2002) visible structural conditions, as detailed in the attached seven page structural report, and three page w- pictorial representations. Please refer to the Appendix of this report for more detail. 1.0 STRUCTURAL ENGINEERING 40-YEAR RE -CERTIFICATION INSPECTION We have conducted a 40-Year Structural Engineering Re -Certification Visual Inspection only for the proposed Medical Facility Building, located at 760 Ponce De Leon Boulevard, in Coral Gables, Florida. The Inspection procedures conform, in general, with the "Recommended Minimum Inspection Procedural Guidelines for Building Re -certification". The conducted visual structural inspection was for the purpose of determining the general structural condition of the building or structure to the extent reasonably possible within Subsection 104.6, Structural Determination, of the South Florida Building Code. Furthermore, Ordinance No. 75-34, amending the South Florida Building Code adopted by Ordinance No. 57-22 as amended, is providing for re -certification of buildings and structures in existence for forty (40) years or longer, and subsequent re -certification in ten (10) year intervals; describing the meaning of such buildings and structures; establishing qualifications for those responsible for such inspections; providing minimum inspection procedural guidelines for such re- certification; including procedure where re -certification is submitted prior to the forty (40) year requirement for the purpose of deposing structural adequacy; establishing time limits for compliance; providing inclusion in the South Florida Building Code; providing severability; and providing an effective date with compliance mandatory within one (1) year from said effective date. 2.0 ENGINEERING RESULTS & ENGINEERING RECOMMENDATIONS As previously discussed, we have conducted a 40-Year Structural Engineering Re -Certification Visual Inspection only, for the proposed Medical Facility Building, located at 760 Ponce De Leon Boulevard, in Coral Gables, Florida. The Inspection procedures conform, in general, with the Recommended Minimum Inspection Procedural Guidelines for Building Re -certification", We have ABOVE AND BELOW GROUND STRUCTURAL, FOUNDATION, GEOTECHNICAL ENGINEERING, THRESHOLD INSPECTION AND BUILDING CONSTRUCTION SERVICES B & B Investments, Inc. 760 Ponce De Leon Blvd. (40 Yr. Structural Re-CertHlcatlon) Project No. 2002-2-034 August 15, 2002 2.0 ENGINURING RESULTS & ENGINEERING RECOMMENDATIONS (CONTINUED) determined that the Recommended Minimum Inspection Procedural Guidelines for Building Re- certification have been met, wltr the exception of some sapinp roofedge conditions (see also Pictorial ilipstration [Pape C-3. Picture A-$L in the Aix of this Report. that we recommend be investigated further for possible damage to the roof support truss -type sub- structure. Inspection by a Licensed Roofing Consultant and/or other Licensed Professional is strongly encouraged. Please let us know if we can be of any further assistance to you during the construction renovation (remodeling) and/or inspection phase of this project. In general (with the exception of the above "Sag -Condition"), the building has been determined to be structurally safe, under the conditions set forth herein, and if the building or structure is less than forty (40) years of age, re -certification will not be required for a minimum of ten (10) years from that time, or age forty (40), whichever is the longer period of time. 3.0 LIMITATIONS The structural engineering inspection results and structural engineering recommendations submitted herein are based on the visual observed conditions, at the time of this structural inspection only (August 2002). This report does not reflect variations which may occur at, adjacent to, or away from the actual visually inspected location/s. The nature and extend of the variations, at and away from the visually inspected location's may not become evident until the construction renovation phase of this project. Should variations appear evident during construction renovation remodeling), it will be necessary to contact Structural Dimensions, Inc. immediately so that we may re-evaluate the recommendations, presented in this report after performing on -site observations during the construction renovation (remodeling) period and noting the characteristics of any reported variations. This visual structural engineering inspection report, is only pertains to the structural shell structure. r- 4.0 CLOSURI Structural Dimensions, Inc. appreciates the opportunity to provide this Structural Engineering Inspection Report, and we trust that the information presented herein is sufficient for your immediate needs. Should you have any further questions concerning the contents of this Structural Engineering Inspection Report, or as we may be of further assistance to you at this time, please feel free to contact us at your convenience, at our Miami -Office at Phone 305.640.3065, Fax. 305.640.0301, and/or Cellular 305.790.2033 (C.C. Steputat). Sincerely, Structural Dimensions, Inc. Christian C. Steputat, P.E. President FI. Registration No. 46762 Special Inspector No. 1091 1111 STRUCTURAL DIMENSION% INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 2- w.. WWI WWI B 3 B Investments, Inc. 760 Ponce De Leon Blvd. (40 Yr. Structural Re -Certification) Project No. 2002-2-034 STRUCTURAL DRAINSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH APPeNDIX August 15, 2002 MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING STRUCTURAL RECERTIFICATION INSPECTION COMMENCED INSPECTION MADE BY: DATE : August 09, 2002 SIGNATURE: INSPECTION COMPLETED PRINT NAME : Christian C. 5teputat, P.E. DATE : August 15, 2002 TITLE : President MUST BE SIGNED AND SEALED BY ARCHITECT OR ENGINEER Am. AMP 1. Description of Structure: a. Name or Title b. Street address c. Legal description ADDRESS : 2832 N.W. 79'" Avenue Miami, Florida 33122-1033 PHONE: 305.640.3065 FAX: 305.640.0301 B & B Investments, Inc. 760 Ponce De Leon Boulevard ; Coral Gables, Florida 33144 On -File (see Construction Renovation Permit by other's) d. Owner's name Angel V. Muina - Owner's Representative e . Owner' s mail address 747 Ponce De Leon Boulevard, Suite 100 Coral Gables, Florida 33144 f. Building Official Folio Number: g• On -File Building Code Occupancy Classification h . Present use Medical Facility On -File i. General description, type of construction, size, number of stories, and special features. 1-Story Masonry Type Building with Wood Roof Structure Additions to original structure 1-Story Building (see also attached Pictures) 111 STRUCTURAL DRAINSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 1 see below) Structurat-Dimensions, Inc. Christian-C.- S4a tit, P.E. President - Florida Registration No. 46762 Special Inspector No. 1091 2. Present Condition of Structure: a. General alignment (note good, fair, poor, explain if significant) 1 Bulging Not Observed, [i.e. Good Condition] 2. Settlement 3. Deflections 4. Expansion Not Observed (No Noticeable Cracking), [i.e. Good Condition] Visible at some Roof Edges (see also attached Pictures) Not Observed 5. Contraction Not Observed b. Portions showing distress (note beams, columns, structural walls, floors, roofs, other) Some Roof Edges show an apparent Sag in Wood Beam/Truss System Possibility of some water intrusion over time, to be verified by otherrs) c. Surface conditions - describe general conditions of finishes, noting cracking, spoiling, peeling, signs of moisture penetration & stains. Finishes appear in Good Condition (Currently no noticeable Cracking, Spelling, Peeling, nor Signs of Moisture Penetration & Stains are visible at the time of inspection). d. Cracks - note location in significant members. Identify crack size as HAIRLINE if barely discernable; FINE if less than 1 mm in width; MEDIUM if between 1 and 2 mm in width; WIDE if over 2 mm. No Cracking was observed at time of inspection (building is undergoing renovation work). e. General extent of deterioration - cracking or spoiling of concrete or masonry; oxidation of metals; rot or borer attack Observed (Visible) Concrete & Masonry appears to be in good condition, Wood Roof Structure (at some corner edges) shall be inspected by otherls for possible water damage (rot), since some sagging is currently visible. f . Previous patching or repairs Building was recently Painted (New Paint Layer) g. Nature of present loading _ indicate residential, commercial, other estimate magnitude. Commercial Medical Building Facility 2 IIII STRUCTURAL. DRISNSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 0. Structural nhnettalons, Inc. Christian C. Stepp: t, P.E. President • Florida Registration No. 46762 Special Inspector No. 1091 h. Availability of original construction drawings - location description. Construction Documents for current Remodeling are available 3. Inspections: a. Date of notice of required inspection August 08, 2002 -August 15, 2002 b . Date (s) of actual inspection No Notice Provided c. Name and qualification of individual submitting inspection report: Structural Dimensions, Inc. ; Attn.: Christian C. Steputat, P.E. d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures: NIA e. Structural repair - note appropriate line: I . one required Root Edge Conditions (Sag to be inspected by otherls) 2.Require(describe and indicate acceptance) 4. Supporting data: a. b. c. Two Page Report + Two Three Pages of Zero Pages of Roof Edge Conditions (Sag to be inspected by otherls) sheets written data. photographs. drawings or sketches. 5. Masonry Bearing Walls - indicate good, fair, poor on appropriate lines: a. Concrete masonry units Good Condition (Visibly Inspected only) b . Clay tile or terra c of t a units Good Condition (Visibly inspected only) c . Reinforced concrete tie columns Good Condition Visibly inspected only) d. Reinforced concrete tie beams Good Condition {Visibly inspected only} e . Lintels Good Condition (Visibly inspected only) f . Other type bond beams g• 111 CONSULTING • ERGINEERRIG • TESTING • RESEARCH Good Condition (Visibly inspected only) Masonry finishes - exterior: 1.. Stucco Good Condition (Visibly inspected only) 2. Veneer Good Condition (Visibly inspected only) STRUCTURAL DIMENSIONS, INC. 3 Structural Dimensions, Inc. Christian C. St u P.E. President Florida Registration No. 46762 Special Inspector No. 1091 Oft 3. Paint only Not Applicable 4. Other ( describe) Not Applicable h. Masonry finished - interior: 1. Vapor barrier Non Visible at Date of Inspection 2. Furring and plaster Not Applicable 3. Paneling Not Applicable 4. Paint only Not Applicable 5. Other (describe) Not Applicable i. Cracks: 1. Location - note beams, columns, ' other Not Applicable 2. Description No Visible Cracking was observed at date of inspection . J Spalling: 1. Location - note beams, columns, other Not Applicable 2. Description Not Observed (Visual Inspection only) k. Rebar corrosion -- check appropriate line: 1. None visible Not Inspected (Existing Building Structure - None Visible) 2. Minor - Patching will suffice Not Applicable Mai otaw. 3. Significant - but patching will suffice Not Applicable 4. Significant -- structural repairs required (describe) Not Applicable 1. Samples chipped out for examination in spall areas: 1. No Not Applicable Structural Dimensions, Inc. 4 Christian C. Stept IIISTRUCTURAL DIMENSIONS, INC. President CONSULTING • ENGINEERING • TESTING • RESEARCH P.E. Florida Registration No. 46762 Special Inspector No. 1091 ON. 2. Yes - describe color texture, aggregate, general quality Not Applicable 6. Floor and Roof Systems: a. Roof: 1. Describe (flat, deck, condition) sloped, type roofing, type roof Sloped Type of Roofing, Shingle Type Roofing that appears to have been recently renovated/repaired by other/s. 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of supports: Not Applicable 3. Note types of drains and scuppers and condition: Observed Drainage appears to be in Good Condition (some needs Cleaning) b. Floor systems (s): 1. Describe (type of system framing, material, spans, condition) 1-Story Building (Flooring appears to be in Good Condition). We understand 41 that a Handicapped Ramp will be added in the near future (Proposed for 2002/03). c. Inspection - note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. Framing Members should be inspected at Building Roof Edge Conditions Visible Sag), It may become necessary co "open -up" some roof -access panels, and/or perform some destructive type testing. 7. Steel Framing Systems: a. Description Not Observed Visual Inspection only) b. Exposed Steel - describe condition of paint and degree of corrosion: Not Applicable 1111 STRUCTURAL DIMENSIONS, ZINC. CONSULTING • ENGINEERING • TESTING • RESEARCH 5 Structural Dimensions, Inc. Christian C. Stepata President Florida Registration No. 46762 Special Inspector No. 1091 c. Concrete or other fireproofing - note any cracking or spoiling, and note where any covering was remove for inspection. Not Applicable d. Elevator sheave beams & connections, and machine floor beams - note condition: Not Applicable (1-Story Structure) 8. Concrete Framing Systems: a. Full description of structural system Appears in Good Condition at time of Inspection (prior to remodel) b. Cracking: 1. Not significant Shell -Structure appears to be in Good Condition 2. Location and description of members effected cracking Not Applicable c. General condition: Not Applicable and type d. Rebar corrosion - check appropriate line: 1. None visible Not Inspected (Existing Building Stricture - None Visible) 2. Minor - Patching will suffice Not Applicable 3. Significant but patching will suffice Not Applicable 9. Significant - structural repaired (describe) Not Applicable e. Samples chipped out in spoil 1111 CONSULTING • ENGINEERING • TESTING • RESEARCH 1. No Not Applicable areas: 2. Yes - describe color, quality: Not Applicable STRUCTURAL DISSENSIONS, INC. 6 texture, aggregate, general Structural Dimensions, Inc. C9 e:AZ.-- 4\ Christian C. Steput t, P.E. President Florida Registration No. 46762 Special Inspector No. 1091 Was PIM MOM 9. Wa.ndows : a. Type (wood, steel, aluminum, jalouise, single hung, double hung, casement, awning, pivoted, fixed, other) Good Condition (Visibly inspected only) b. Anchorage - type and condition of fasteners and latches: Good Condition (Visibly inspected only) c. Sealants - type at mullions: d. Interior seals - and condition of perimeter and sealants & Good Condition (Visibly inspected only) type & condition at operable vents: Good Condition (Visibly inspected only) e. General condition: 10. Wood Framing: Not Applicable a. Type - fully describe if mill construction, light construction, major spans, trusses: Good Condition (Visibly inspected only) b. Note metal fittings i.e., angles, plates, bolts, split rings, pintles, other and note condition: Good Condition (Visibly inspected only) c. Joints - note if well fitted and still closed: Good Condition (Visibly inspected only) d. Drainage - note accumulations of moisture: Good Condition (Visibly inspected only) e. Ventilation - note any concealed spaces not. ventilated: Not Applicable f. Note any concealed spaces opened for inspection: Framing Members should be inspected at Building Roof Edge Conditions Visible Sag), It may become necessary to "open -up" some roof -access panels, and/or perform some destructive type testing, 1111 STRUCTURAL DIMENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 7 Structural Dimensions, Inc. Christian C. Sitep ot#t P.E. President Florida Registration No. 48762 Special Inspector No. 1091 Oga GENERAL CONSIDERATIONS SCOPE OF STRUCTURAL INSPECTION Fundamental purpose of the required inspection and report is to confirm in reasonable fashion that the building or structure under consideration is safe for continued use under present occupancy. As implied by the title of this document, this is a recommended procedure, and under no circumstances are these minimum recommendations intended to supplant proper professional judgement. In general, unless there is obvious overloading, or significant deterioration of important structural elements, there is little need to verify the original design. It is obvious that this has been time tested if still offering satisfactory performance. Rather, it is of importance that the effects of time with respect to degradation of the original construction materials be evaluated. It will rarely be possible to visually examine all concealed construction, nor should such be generally necessary. However, a sufficient number of typical structural members should be examined to permit reasonable conclusions to be drawn. VISUAL EXAMINATION will, in most cases, be considered adequate when executed systematically. Surface imperfections such as cracks, distortion, sagging, excessive deflections, significant misalignment, signs of leakage, and peeling of finishes should be viewed critically as indications of possible difficulty. TESTING PROCEDURES and quantitative analysis will not generally be required for structural members or systems except for such cases where visual examination has revealed such need, or where apparent loading conditions may be critical. MANUAL PROCEDURES such as chipping small areas of concrete and surface finishes for closer examinations are encouraged in preference to sampling and/or testing where visual examination alone is deemed insufficient. Generally, unfinished areas of buildings such as utility spaces, maintenance areas, stairwells and elevator shafts should be utilized for such. purposes. In some cases, to be held to a minimum, ceilings or other construction finished may have to be opened for selective examination of critical structural elements. In that event, such locations should be carefully located to be least disruptive, most easily repaired, and held to a minimum. In any event, a sufficient number of structural members must be examined to afford reasonable assurances that such are representative of the total structure. STRUCTURAL DRAENSIONS, INC, CONSULTING • ENGINEERN60 • TESTING • RESEARCH 2- Evaluating an existing structure for the effects of time, must take into account two basic considerations; movement of structural components with respect to each other, and deterioration of materials. With respect to the former, volume change considerations, principally from ambient temperature changes, and possibly long time deflections, are likely to be most significant. Foundation movements will frequently be of importance, usually settlement, although upward movement due to expansive soils actually may occur, although infrequently in this area. Older buildings on spread footings may exhibit continual, even recent settlements if founded on deep unconsolidated fine grained or cohesive coils, or from subterraneous losses or movements from several possible causes. With very little qualification, such as rather rare chemically reactive conditions deterioration of building materials can only occur in the presence of moisture, largely related to metals and their natural tendency to return to the oxide state in the corrosive process. In this marine climate, highly aggressive conditions exist year round. For most of the year, outside relative humidity may frequently be about 90 or 95%, while within air conditioned buildings, relative humidity will normally be about 55 to 60%. Under this conditions moisture vapor pressures ranging from about 1/3 to % pounds per square inch will exist much of the time. Moisture vapor will migrate to lower pressure areas. Common building materials such as stucco, masonry and even concrete, are permeable even to these slight pressures. Since most of our local construction does not use vapor barriers, condensation will take place within the enclosed walls of the building. As a result, deterioration is most likely adjacent to exterior walls, or wherever else moisture or direct leakage has been permitted to penetrate the building shell. Structural Deterioration will always require repair,. Type of repair, however, will depend upon importance of member in the structural system, and degree of deterioration. Cosmetic type repairs may suffice in certain non -sensitive members such as tie beams columns, provided that the remaining sound material is sufficient for the required function. For members carrying assigned gravity or other loads, cosmetic type repairs will only be permitted if it can be demonstrated by rational analysis that the remaining material, if protected from further deterioration can still perform its assigned function at acceptable stress levels. Failing that, adequate repairs or reinforcement will be considered mandatory. STRUCTILMAL DIMENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 3_ Written reports shall be required attesting to each required inspection. Each such report shall note the location of the structure, description of type of construction, and general magnitude of the structure, the existence of drawings and location thereof, history of the structure to the extent reasonably known, and describe the type and manner of the inspection, noting problem areas and recommended repairs, if required to maintain structural integrity. EVALUATION: Each report shall include a statement to the effect that the building is structurally safe, unsafe, safe with qualifications, or has been made structurally safe for continued use and occupancy. In order to avoid unwarranted or restrictive0"6 interpretation of such statements, it is suggested that each report also include the following information indicating the actual scope of the report and limits of liability. This paragraph may be used: As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible." r. FOUNDATIONS If all of the supporting subterranean materials were completely uniform beneath a structure, with no significant variations in grain size, density, moisture content or other mechanical properties; and if dead load pressures were completely uniform, settlements would probably be uniform and of little practical consequence. In the real world, however, neither is likely. Significant deviations from either of these to idealism are likely to result in unequal vertical movements. Alan Monolithic masonry, generally incapable of accepting such movements, will crack. Such cracks are most likely to occur at corners, and large openings. Since, in most cases, differential shears are involved, cracks will typically be diagonal. Small movements, in themselves, are most likely to be structurally important only if long term leakage through fine cracks may have resulted in deterioration. In the event of large movements, contiguous structural elements such as floor and roof systems must be evaluated for possible fracture or loss of bearing. III STRUCTURAL. DIMENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 4- Pile foundations are, in general, less likely to exhibit such difficulties. Where such does occur, special investigation will be required. ROOFS Sloping roofs, usually having clay or cement tiles, are of concern in the event that the covered membrane may have deteriorated, or that the tiles may have become loose. Large deflections, if merely resulting from deteriorated rafters or j0i8t will be greater import. Valley flashing, and base flashings at roof penetration will also be matters of concern. Flat roofs with built up membrane roofs 'will be similarly critical with respect to deflection considerations. Additionally, since they will generally be approaching expected life limits at the age when building recertification is required careful examination isawn important. Blisters, wrinkling, alligatoring, and loss of gravel are usual signs of difficulty. Punctures or loss of adhesion of base flashings, coupled with loose counter flashing will also signify possible problems. Wind blown gravel, if excessive, and the possibility of other debris, may result in ponding, which if permitted, may become critical. MASONRY BEARING WALLS Random cracking, or if discernible, definitive patterns of cracking, will of course, be of interest. Building, sagging, or other signs of misalignment may also indicate related problems in other structural elements. Masonry walls where commonly N- constructed of either concrete masonry units, or scored clay tile, may have been constructed with either reinforced concrete columns and tie beams, or lintels. Of most probable importance will be the vertical and horizontal cracks where masonry units abut tie columns, or other frame elements such as floor slabs. Of interest here is the observation that although the raw materials of which these masonry materials are made may have much the same mechanical properties as the reinforced concrete framing, their actual behavior in the structure, however, is likely to differ with respect to volume change resulting from moisture content, and variations in ambient thermal conditions. Moisture vapor penetration, sometimes abetted by salt laden aggregate and corroding rebars, will usually be the most common cause of deterioration. Tie columns are rarely structurally STRUCTURAL DINENSIONS, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH 5- sensitive, and a fair amount of deterioration may be tolerated before structural impairment becomes important. Usually, if rebar loss is such that the remaining steel area is still about 0.0075% of the concrete area, structural repair will not be necessary. Cosmetic type repair involving cleaning, and patching to effectively seal the member, may often suffice. A similar approach may not be unreasonable for tie beams, provided they are not also serving as lintels. In that event, a rudimentary analysis of load capability using the remaining actual rebar area, may be required. y.••• FLOOR AND ROOF SYSTEMS Cast in place reinforced concrete slabs and/or beams and joists may often show problems due to corroding rebars resulting from cracks or merely inadequate protecting cover of concrete. Patching procedures will usually suffice where such damage has not been extensive. Where corrosion and spalling has been extensive in structurally critical areas, competent analysis with respect to remaining structural capacity, relative to actual supported loads, will be necessary. Type and extent or repair will be dependent upon the results of such investigation. Precast members may present similar deterioration conditions. End support conditions may also be important. Adequacy of bearing, indications of end shear problems, and restraint conditions are important, and should be evaluated in at least a few typical locations. Steel bar joist are, or course, sensitive to corrosion. Most m. critical locations will be web member welds, especially near supports, where shear stresses are high and possible failure may be sudden, and without warning. Cold formed steel joist, usually of relatively light gage steel, are likely to be critically sensitive to corrosion, and are highly dependent upon at least nominal lateral support to carry designedloads. Bridging and the floor or roof system itself, if in good condition, will serve the purpose. Wood joist and rafters are most often in difficulty from "dry rot", or the presence oftermites. The former (a misnomer) is most often prevalent in the presence of sustained moisture or lack of adequate ventilation. A member may usually be deemed in acceptable condition if a sharp pointed tool will penetrate no more than about one eighth of an inch under moderate hand pressure. Sagging floors will most often indicate problem areas. 1111 CONSULTING • ENGINEERING • TESTING • RESEARCH STRUCTURAL DIMENSIONS, INC. 6- Gypsum roof decks will usually perform satisfactorily except in thepresenceofmoisture. Disintegration of the material and the form - board may result from sustained leakage. Anchorage of the supporting bulb tees against uplift may also be of importance, withsignificantdeterioration. Floor and roof systems of cast in place concrete with self - centering reinforcing, such as paper backed mesh and rib -lath, maybecriticalwithrespecttocorrosionoftheunprotected reinforcing. Loss of uplift anchorage on roof decks will also beimportantifsignificantdeteriorationhastakenplace, in the event that dead loads are otherwise inadequate for that purpose. STEEL FRAMING SYSTEMS Corrosion, obviously enough, will be the determining factor in thedeteriorationofstructuralsteel. Most likely suspect areas will be fasteners, welds, and the interface area where bearings are embedded in masonry. Column bases may often be suspect in areas where flooding has been experienced, especially if salt water hasbeeninvolved. Concrete fire -proofing will, if it exist, be thebestclueindicatingtheconditionofsteel. Thin cracks usuallyindicateonlyminorcorrosion, requiring minor patching only. Extensive spalling may indicate a much more serious condition requiring further investigation. CONCRETE FRAMING SYSTEMS Concrete deterioration will, in most cases similarly be related to rebar corrosion possible abetted by the presence of salt water aggregate or excessively permeable concrete. In this respect, honeycomb is most prevalent at the base of columns, where fresh concrete was permitted to segregate, dropping into form boxes. This type of problem has been known to be compounded in areas wherefloodinghasoccurred, especially involving salt water. In spall areas, chipping away a few small loose samples of concrete may be very revealing. Especially, since loose material will havetoberemovedevenforcosmetictyperepairs, anyway. Fairly reliable quantitative conclusions may be drawn with respect to the quality of the concrete. Even do our cement and local aggregate are essentially derived from the same sources, cement will have a characteristically dark grayish brown color in contrast to the almost white aggregate. A typically white, almost alabaster like coloration will usually indicate reasonably good overall strength. IICONSULTING • ENGINEERING • TESTING • RESEARCI4 STRUCTURAL. DIMBISIONS, INC. 7- The original gradation of aggregate magnifying glass. Dependinguponthestructuralimportanceofspecificlocation, this type of examination may obviate the need for further testing if a value of2000psito2500psiissufficientforrequiredstrengths, in the event that visual inspection indicates good quality for the factors mentioned. OP. WINDOWS Window condition is of considerable importance with respect to two considerations. Continued leakage may have resulted in other adjacent damage and deteriorating anchorage may result in loss of the entire unit in the event of severe wind storms even short of hurricane velocity. Perimeter sealants, glazing, seals, and latches should be examined with a view toward deterioration of materials and anchorage of units for inward as well as outward suction) pressures, most importantly in high buildings. WOOD FRAMING Older wood framed structures, especially of the industrial type, are of concern in that long term deflections may have opened important joints, even in the absence of deterioration. Corrosion of ferrous fasteners will in most cases be obvious enough. Dry rotmustbeconsideredsuspectinallsealedareaswhereventilationhasbeeninhibited, and at bearings and at the fasteners. Here too, penetration with a pointed tool greater than about one eighth inch with moderate hand pressure, will indicate the possibility offurtherdifficulty. LOADING It is of importance to note that even in the absence of anyobservabledeterioration, loading conditions._must be viewed with caution. Recognizing that there will generally be no need to verytheoriginaldesign, since it will have already been "time tested", this premise has validity only if loading patterns and conditions remain unchanged. Any material change in type and/or magnitude or loading in older buildings should be viewed as sufficient justification to examine load carrying capability of the affected structural system. 111 STRUCTURAL DNAIENAIONA, INC. CONSULTING • ENGINEERING • TESTING • RESEARCH The City of Coral Gables Building and Zoning Department ISO Class 1 CITY HALL 405 BILTMORE WAY CORAL GABLES, FLORIDA 33134 B & B Investments 600 West 20 Street Hialeah, FL 33010 March 29, 2004 RE: 760 Ponce de Leon Boulevard Folio #03 4105 050 1860 Recertification: Building 40 Years or older Miami -Dade County Code, Chapter 8, Section 8-11(f) Dear Property Owner/Manager: VIA CERTIFIED MAIL 70012510 0004 5590 2021 This Department has been advised that the subject building is forty (40) years old, or older, having been built in the year 1954. In accordance with the Miami -Dade County Code, Chapter 8, Section 8-11(f), this building must be inspected by a Registered Architect or Engineer and report furnished to this Department. Attached for your information and guidance are: a) Copy of Miami -Dade County Code, Chapter 8, Section 8-11(f) b) General Considerations c) Minimum inspection Procedural guidelines for Building Recertification to be completed by architect or engineer and submitted to this office. The report, plus a check payable to the "City of Coral Gables," in the amount of $250.00 must be submitted to us within ninety (90) days, upon receipt of this Notice, as provided by the Code. Any questions may be directed to this Department. Thank you for your prompt consideration. Sincerely t M • uel Z. Lopez Bu ! ding Official P.O. Box 141549 CORAL GABLES, FLORIDA 33114-1549 PHONE (305) 460-5235 B & B Investments Management LTD VENDOR: CITY OF CORAL GABLES TOTAL > 2 5 0. 0 0 2 5 0. 0 0 2 5 0. 0 0 2 5 0. 0 0 2 5 0. 0 0 B & B Investments Management, LTD 600 West 20th Street Hialeah R 330I0 PAY T w o Hundred Pi f t y a n d 0 0/ 1 0 0 TO THE ORDER OP CITY OF CORAL GABLES P O B O X 1 4 1 5 4 9 CORAL GABLES, FL 3 3 1 1 4- 1 5 4 9 400321 UNITED NATIONAL SANE 1751 NEST .9 STREET HIALESE FLORIDA 33015 61-963-670 B & B Investments VENDOR: CITY OF CORAL INSPECT. 06/I5/04 M Ement, LTD GABL 250.00 CHECK DATE: 250.00 400 O6/6/ 0421 250.00 TOTAL > 250.00 250.00 250.00 RECE I f eT# 77 L 2? THE CITY OF CORAL_ Gi' DL...i__S BUILDING DEPARTMENT INVOICE MISC PAGE 1 PAYEE DATE: 06/22/04 D & D INVESTMENTS MANAGEMENT L TIME: 07 : 30 HIALEAH F 77010 T TJI THE FOLLOWING CHARGES ARE BEING ASSESSED AS INDICATED BELOW. PROPERTY: LEGAL DEJCR CODE DESCRIPTION *CHARGE* *OTY* *AMOUNT* GLM.ACCT 0002 10 YEAR RECERTIFICATION RENEWA 250.00 1 250.00 001322121 760 PONCE DE LEON BLVD Amountt Dale AII1ce„nt Paid Balance Due 250 . 00 0.00 Received By 7110\0027. 4 ;' Cash Tendered Check Amount 250.00 Check Number 400721 Change 0.00 CITY RECEIPT* 731629 THE CITY OF CORAL GABLES BUILDING DEPARTMENT INVOICE MISC PAGE 1 PAYEE : B & B INVESTMENTS MANAGEMENT L 600 WEST 20TH ST HIALEAH FL 33010 DATE: 06/22/04 TIME: 07:30 THE FOLLOWING CHARGES ARE BEING ASSESSED AS INDICATED BELOW. PROPERTY: LEGAL DESCR: CODE DESCRIPTION *CHARGE* *CITY* *AMOUNT* GLM.ACCT 0002 10 YEAR RECERTIFICATION RE WA 250.00 1 250.00 001322.121 760 PONCE DE LEON BLVD Amount Due $250,00 Cash Tendered Amount Paid 250.00 Cheek Amount 200-00 Balance Due $0.00 Check Number- 400321 Change 0.00 Received By 7110\002349 CUSTOMER B&B INVESTMENTS MANAGEMENT, LTD. 600 west 20* Street, Hialeah, Florida =HO Telephone: (305)863-8860 June 16, 2004 The City of Coral Gables Building and Zoning Department 405 Biltmore Way Coral Gables, Florida 33134 Attn: Manuel Z. Lopez Re: 760 Ponce De Leon Blvd. Building Official 40 year inspection Dear Mr. Lopez: As per your request, we are enclosing the 40 year Structural Engineering Re -certification inspection for the 760 Ponce de Leon Blvd. Building. Also enclosed is a check in the amount of $250.00 to the order of "City of Coral Gables". Should you have any questions, please call the undersigned at (305)863-8860. Sincerely yours, t1 Wilf d Braceras President ms Enclosures Applied Digital Programmingmin Technologie, Inc. A Fun Document Management Company 14355 SW 14 nd ,Street Miami, Ff.3318 Tel. (305) 54-7658 Fax (305) 54-55 3 Web www.adpt.net a -marl adpt@beilsouth.net Starting Set of Images For I N II II i i i II i II II 354837 II Application No. Permit No. Address 0 760 PONCE DE LEON BLVD. C By : Operator No. f 4 a it •••t`- F i J• s r a k 1 t 1 4 S 77417, Mr - — — — ID. r i RJafcala'7'iWl. k vi I fE 0" Lomas - - $" 61,0G1< ORR u.., ..... G P ULis Fic;Gt'R To 9Z/6 /2/a4 (46 a y1r` 4 a••... y..v. ...+M1U: +T-.• -,4'111:'YAI+44,XI:r1V..`V.: ... eiswa. De"? R1.44-#ip i 1 7' rf O V S. 1;1. Ga-in v,s a Ui,123 p ENEARL. Cob()oRP? fYoi 5ook to, pp L'.' f DID p <f Oufri; Fir; =0 w_.._ c Dfi ..__EP.B a1 ' 33 ill Y y <;r• t'v . 1r.° S'' ET ti. . ... - r.. 4W1r Y 6., , b ' 1: mov. L V 4 j 1•• • 11 M fa: . c . Mir, 4. 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