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FLS2006-11065.LL C eaW ter U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax.- 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ ?? ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 04/28/2406) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY APPLICANT NAME: bkl AND AGENT INFORMATION: (Code Section 4-202.A) 6ULWS° MAILING ADDRESS: Q4'31VA t S0S PHONE NUMBER: 'W-90q-51-14P CELL NUMBER: PROPERTY OWNER(S): . 901 ,e czyeR 0b' o Ale., Ud. List ALL owners on the deed R O d t? y. 'r,5wt F#j5-1 46m -tz- AGENT NAME: O 4th T-30 yLF A S° 4 o Ho T50U LFW 3 L04 ?' a S MAILING ADDRESS: 4396k iSSUS AU.ej,CIPR(W')tr, -L. 331GV7 PHONE NUMBER: 7a 7, ?Cq- 5I 1. FAX NUMBER: a (14, CELL NUMBER: -1A 7 - q E-MAIL ADDRESS: .j. Ov 1-N36 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: V I LLA S,.CiSA 8 g114 'Sp17"1i j)eKS 't PROJECT VALUATION: $ STREET ADDRESS )??j-I I' S$ Ill _ ?Q? _ PARCEL NUMBER(S): Q? ?? sJS?I (o G ?Q ???© PARCEL SIZE (acres): ACRE'S PARCEL SIZE (square feet): )L LEGAL DESCRIPTION: / n T C rf 'f 01-4 V !1 /O M A .1n A 1 .. ,, ' PROPOSED USE(S): -1 Si/Y DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) S? E9e F1 aN / f s OWN IOU 006, en?s7wq Lois f it ?rfi41N 10cw'0316 c2ifi-64 , -DeT A014t-6 busefhf *; L oT I = s3o1 s Ft, Lof d - RelDi/et"IV V EN FCONt Sef A.40kcS C ,nL,,Tu pa c4 S b:UFlanning DepartmenttApplication Formstdevelopment reviewt2006 FormsWieXible Standard Development (FLS) 2006.doc Page I of? CASE #: t?-J Q& ? //0 RECEIVED BY (staff initials): DATE RECEIVED: r I?IV at-dP ? Nbn? ? . ?A i 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTSDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) 9 Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. if 5 N1U iN fe-lit i'6 baicp -fwa r&u VIII - an?r~ S. tNP?rs??11 exeec?Y} ro?cfl+P?tl orals For 0e .,. engt1 0 Qj4rlbq, tglq will be anNSLS-G°Nt'yiti' th e Aae0eK y0l7E-s le' byiCt)N toe P1Yeq P`l fi+ilE-ApSc.alt? ?t?LK N c#Aro ddrP(= nEDlt(jrpA-PF+e) s?Afi )s4 If 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Ph5 6eve1 oper*PA-) w0l RAI E AND gppree,ate 9)?+k, ,p HboI-IkO tM1#e o4pryerty V4Lyey AfrPpp, T? Iyeu? CD?+?9tIVN_t'?a?l WiiY fug-11>?Pr fIC1? Rs H?t?FLySt to ??l{e? pro rtt?S -)o J h4proy? o ? Ira Poyelo a W, ri A N etve?e, l-Fnwt E, 3.. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. wRRe wd be em-ersaeo, Duyi lug Of P-cn6frd&#'# >tV 16 pratPe-oNE NeA!° tke S!#El q CvnlsfiAtyf eloaMva?c? ?-r?l s ? OPbr•i SR?EKQPOrNG' 1t S?rA4t`c?1= n?Aterrfilr ? PgJrar??p,Jf, .&Vey' -4om 's 0,00 Nee©cd ANo Foitotd?axt os*9? ??t?Pf? rulEs 4. The proposed development is designed to minimize traffic congestion. T?esE Apr ics LoilE be DesiQnuep U10fe ??9 ?6??1.f . T??etle tn315?! 6100e5 hV46l? ttwl be el"Af-+e p Approx. qr-to'?}boyE e?rQUri-* Lowee' )eyel AND AdOO&IAbAtE clasFo v W hOV5E ::rNf'e(10It 0ACK,N4 5-bod?1 J6 VeSt Will be S")lr Frni(a ti*PoCmi &0 *44( P66-0 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development- 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. QAfgh AQigjA1 tAeSles Vl))AIS Ale CuSrpm AdOX S?NGJE FAMdV 40W -, WS A,?D w,l ?tror?J .4 5 9t&-!a ho /1V I 'ma V wi+h fhe ot*lk go*15 ANO Mewl Ps iAt file AJtfgµborAtwA, Atv 00 be A ? n? .. UIV r v V C vC C Y NN i /.}?/ FAQ 'r 0 flog Aft:rA &-1e4Rw,JfeR- oe&dW. PLANNING DEPARTMENT SAPlanning DeparlmenNApplication FomuWevelopment review12006 Forms\Ftexibte Standard Development (FLS) 2o06-do', Page 2 of 7 CITY OF CLEARWATER A A )l Vie New -> ot?Ei Fcr -+#t*. PA5-ro yea ?"F bvl tt 40 tferuo+ 'St4,Wt OL Afre Fort= M#er • f WRITTEN SUBMITTAL REQUIREMENTS: (Flexilhility Criteria) &9 Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS- All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an ()Rr o this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. RECEIVED ? At a minimum, the STORMWATER PLAN shall include the following; NOV 2 c7 O 1@06 ? Existing topography extending 50 feet beyond all property lines; iV W ? Proposed grading including finished floor elevations of all structures; PLANNING DEPARTMENT ? All adjacent streets and municipal storm systems; CITY OF CLEARWATER ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Pro fessional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable 0' ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. S ee lp4i E A -0 S?te P)A N - 51-p A W"e 0-1 * N if (CAUTION = IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) Od SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; 51 TREE SURVEY (including existing trees on site and within 26 of the adjacent site, by species, size (DBH 4° or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? TREE INVENTORY; prepared by a "certified arbonst", of all trees ti" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; W( LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; Mr GRADING PLAN, as applicable; SK FA is A-6 - Siis pJAa? " Cj r4o#4 J Q fA r 14 4 i q SK PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; SAPlanning DepartmentlApplication Formsldevelopment revievA2006 FonnsTlexibte Standard Development (FLS) 2006.doc Page 3 o£7 G. SITE PLAN SUBMITTAL REQUIREMENTS: iCortinn A-7n, Ai I SITE PLAN with the following information (not to exceed 24"x 36"): t/ Index sheet referencing individual sheets included in package; V North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Imo/ _ All dimensions; rJ Footprint and size of all EXISTING buildings and structures; yA&lq 1t _ Footprint and size of all PROPOSED buildings and structures; All required setbacks; y? All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of-way within and adjacent to the site. Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas ve and water lines; %/ All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _yL {per Section 3-201(D)(i) and Index #701); 0 Location of all landscape material; 1 + Location of all onsite and of to storm-water management facilities: N? Location of all outdoor lighting fixtures; and V Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Q Number of EXISTING dwelling units; Number of PROPOSED dwelling units; ? Gross floor area devoted to each use. Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, /l expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility lrr easement; Building and structure heights; /vj impermeable surface ratio (I.S.R.); and ftl? Floor area ratio (F.A.R.) for all nonresidential uses. ? REDUCED COLOR SITE PLAN to scale (8 % X 11); EXISTING REQUIRED PROPOSED ?µii ?•F.? Lot ?-s3c1' Lora -soy, D MN4L- I,uLf de-. ?51C?? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stonnwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT EN CINOF CLEAR SAPlanning DepartmentkApplication FormsWevelopment review%2006 FonrisTleafble Standard Development (FLS) 2006.doc Page 4 of a^' H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24"x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 %, X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable: Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) I/ BUILDING ELEVATION DRAWINGS -with the following information All sides of all buildings: _ Dimensions: Colors (provide one full sized set of colored elevations); and Materials. 2,100K t IPA MIMI I S-tk)ea0 r 1'11455 W REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/ X 11. ORIGINAL RECEIVED Nov 2 8 2006 PL+a y OF CLEARWAIER CIN J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 %2 X 11) (color), if submitting Comprehensive Sign Program application. SAPlanning DeparlmenWplication Formsldevelopment 1'eviexA2006 Forms0exible Standard Development (FLS) 2006.doc Page 5 of 7 ORIGINAL • RECEIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) 11U T r_u ceuu O Include if required by the Traffic Operations Manager or his/her designee or if the proposed development PLANNING DEPARTMENT CITY OF CLEARWATER ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineers (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a 'Scoping Meeting' held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each fuming movement at all intersections identified in the Scoping Meeting. t? Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY. Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Se Acknowledgement of fire flow calculationstwater study requirements (Applicant must initial one of the following): Fire Flow CalculationsNVater Study is included. (??s Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR- If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. ?.6 1 ^6C1)v (&Oo ,4,j aC- ) CCA, . Sig natuTe of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLA???SSS Swom to and subscribed before me this day of jyy Pir.,6t ? A.D. 20 0 to me and/or by , who is personally known has produc 1 ylF i 7 S?. ?SI?S,Zt as identification. My commission expires: SAPlanning DeparlmenhApplication Fonnsldevelopment revieviA2006 Forms0exible Standard Development (FLS) 2006.doc Page 6 of 7 LEENA J. YAGNIK MY comm. expires June 6. 10. DD 326140 c w ORIGINAL RECENED N. AFFIDAVIT TO AUTHORIZE AGENT: NOV 2 8 2006 1. Provide names of all property owners on deed - PRINT full names: PLANNING DEPARTMENT dbo t A b O R O G L Ld. , CITY OF CLEARWATER ?o µ N Ts? ? I Fa S yvt ,4-? ?•?, ? r ? e??e? 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 3. That this property constitutes the property for which a request for a: (describe request) t t/ L (A "(S '3 5 ?eC 4 P_,)A&KS 4r6AA ' olj$-h f*ASt t t!"' nn0Lj _C t ' t?.D ??o ?r ?? I? F???o bu v??S 4. That the undersigned (has/have) appointed and (does/do) appoint: aG1?I?-?S©u?F?S 544115-4-S %j tC©rt I ?al S. tv as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. o ' ?ro?perty Owner Property Owner Prope ner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS q Before me the undersigned, an officer duly commissioned by the lam of the State of Florida, on this c,c day of V-/__ personally appeared 'To" y- who having been first duly sworn. Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. ?L Gtr IEENA J. YAGNIK x ,n Notary Public, State of Florida My cornet expires June 6, 2008 No DD 326140 Notary Public Signature Notary Seal/Stamp My Commission Expires: SIPlanning DepartmerThApptication Formsidevelopment reviewt2006 Formsine)due Standard Development (FLS) 2006.doc Page 7 of 7 PROOF OF OWNERSHIP 1. DRIVERS LICENSE. 2. CONTRACTORS LICENSE 3. 901 ELDORADO AVENUE, LLC. ARTICLES OF INCORPORATION. FEIN NUMBER. 4. COPY OF THE DEED ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • STATE OF FLORIDA --_?- AC# > (d Li 3 ' 154DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CBC1251868 06/14/06 058093077 CERTIFIED BUILDING CONTRACTOR TSOULFAS, JOHN JOHN TSOULFAS BUILDING CONSTRUCTI IS CERTIFIED under the provisions of Ch.489 FS.. Exoiration date: AUG 31, 2008 .L06061400887 ". , DRRIER LICENSE CLASS E ?a ""141-'?78-58-384-0 JOHN VASR.103 TSOULFAS 943'N,I?t;ISSUS AVENUE CL.EARWATER BEACH. FL 33767 Dos '10h24=1958'sEx'M MG7: 5-10 i55UED 10!8:2006 41- s +JCf+iRF.S I 24w2OU J740609180034 SAFE DRIVER Q)K•i20.1Cn oY a motcx vetxcM:.rtnMRiaeS rasrty to x*w sgAnelY Iasi raqureC Irp Iaw. ORIGINAL RECEIVED NOV 2 8 2006 ?LANNING CITY OF C EEARWA ERA FEW _J ORIGINAL v, ARTICLES OF ORGANIZATION RECEIVED OF NOV 28 2006N' 901 ELDORADO AVENUT LLC PLANNING DEPARTMEE?' ' CITY OF CLEARWATEk-'' ARTICLE I N NAME, PRINCIPAL ADDRESS, AND MAILING ADDRESS The name of this limited liability company is 901 Eldorado Avenue. LLC and the initial principal address and mailing address of the limited liability company is 943 Narcissus Avenue, Clearwater, FL 33767. ARTICLE II NATURE OF BUSINESS AND POWERS The general nature of the business transacted by this limited liability company is to engage in any and all business permitted under the laws of the State of Florida. The limited liability company shall have and may exercise all powers and rights which a limited liability company may exercise pursuant to Chapter 608, Fla. Stat., as amended from time to time. ARTICLE III TERM OF EXISTENCE This limited liability company's existence shell commence upon filing of these articles and shall continue until dissolved or until the occurrence of any one of the following events: the death, retirement, resignation, expulsion, bankruptcy, or dissolution of any member of the limited liability company or upon the occurrence of any other event which terminates the continued membership of a member in the Company, unless the existence and business of the limited liability company is continued by consent of all remaining members. ARTICLE IV REGISTERED AGEN'T', INITIAL REGISTERED OFFICE The name of the registered agent of the limited liability company is James D. Lampathakis, Esq. The address of the initial registered office is 1299 Main Street, Suite E, Dunedin, FL 34698. Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and am familiar with and accept the obligations of my position as registered agent as provided for in Chapter 608, F.S. , A-? - James D. Lam711a is ORIGIN • RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER The members from time to time may move the registered office and/or the principal office to any other address in the State of Florida. AIZTfCLE V MANAGEMENT The management of the limited liability company shall be reserved to the members. The members shall have the power and authority to act on behalf of the limited liability company as provided in Chapter 608, Fla. Stat, as amended from time to time, and as provided in the Regulations of the Company. Under penalties of perjury, I declare that I have read the foregoing and know the contents thereof and that the facts stated herein are true and correct. IN WITNESS WHEREOF, the undersigned has executed this certificate on September-19-1 2006. Witnesses: STATE OF FLORIDA COUNTY OF PINELLAS in V. Tsoulfas The foregoing instrument was acknowledged before me on September _(j, 2006, by John V. Tsoulfas, who is personally known to me or who produced Ft-bc-- as identification and did take an oath. ?,KY Per i •.¢?. ROBYN MULHERON * My COMMISSION I DD 381897 ,4 EXPIRES: January 2,2W9 P Bonded Ttw Budget Notary Services -a? M a Notary Ptiblic rv G.7 'r 2 IRS DEPARTMENT OF THE TREASURY qjj INTERNAL REVENUE SERVICE PHILADELPHIA PA 19255-0023 001960.202576.0007.001 1 MB 0.326 532 If I IIli 1II9in1111LILnIli IIIIli nIIto IIIs all IIIIII IIs iIII I e 901 ELDORADO AVENUE LLC ` JOHN V TSOULSAS SINGLE MBR 943 NARCISSUS AVE CLEARWATER FL 33767 01960 ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Date of this notice: 10-19-2006 Employer Identification Number: 71-1013505 Form: SS-4 X Number of this notice: CP 575 E For assistance you may call us at: 1-800-829-4933 IF %:' WRITE, ATTACH THE STUB 0.- THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER Thank you for applying for an Employer Identification Number (EIN). We assigned you EIN 71-1013505. This EIN will identify your business account, tax returns, and documents, even if you have no employees. Please keep this notice in your permanent records. When filing tax documents, please use the label we provided. If this isn't possible, it is very important that you use your EIN and complete name and address exactly as shown above on all federal tax forms, payments and related correspondence. Any variation may cause a delay in processing, result in incorrect information in your account or even cause you to be assigned more than one EIN. If the information isn't correct as shown above, please correct it using tear off stub from this notice and return it to us so we can correct your account. To receive a ruling or a determination letter recognizing your organization as tax exempt, you should complete Form 1023 Revision 1024, Application for Recognition of Exemption at: Internal Revenue Service PO Box 192 Covington, KY 41012-0192 Publication 557, Tax Exempt for Your Organization, is available at most IRS offices or you can download this Publication from our Web site at www.irs.gov. This Publication has details on how you can apply. IMPORTANT REMINDERS: * Keep a copy of this notice in your permanent records. # Use this EIN and your name exactly as they appear above on all your federal tax forms. * Refer to this EIN on your tax related correspondence and documents. If you have questions, You-can call or write to us at the phone number or address at the top of the first page of this notice. If you write, please tear off the stub at the end of this notice and send it along with your letter. Thank you for your cooperation. . A I#: 2006385804 BK: 15430 PG: 2434, 10/19/2006 at 11:39 AM, RECORDING 2 PAGES . $18.50 D DOC STAMP C( TION $2415.00 KEN BURKE, CLERK OF T PINELLAS COUN`T'Y, FL BY DEPUTY CIW: CLKDM04 ORIGINAL RECEIVED NOV 2 8 2006 This Line For Recording Warranty Deed )pared by and retum to: James D Lampathakis James D. Lampathakis, P.A. 1299 Main Street Suite E Dunedin, FL 34698 727-736-2000 File Number: TI-114-06 PLANNING DEPARTMENT CITY OF CLEARWATER This Warranty Deed made this 17th day of October, 2006 between Andrzej Kulpa and Zofia Kulpa, husband and wife whose post office address is 5345 N. Bernice Avenue, Chicago, IL 60641, grantor, and 901 Eldorado Avenue, LLC whose post office address is 943 Narcissus Avenue, Clearwater, FL 33767, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrunent and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida to-wit: Lots 1 and 2, Block 20, Mandalay, according to the map or plat thereof as recorded in Plat Book 14, Page(s) 32 through 35, Public Records of Pinellas County, Florida. Parcel Identification Number: 05/29/15/54666/020/0010 Subject to taxes for 2006 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2005. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and deliverein our presence: Witness Name- 1.4 Witness Name: l4nbVei 4&- Witness N e: "SQ++nes D Lour pmlhn a ?i nbw? muJl1.Q.•4.-- Witness e, Q Aby mulihe. an &?L?(Seal) Andrzej Kulpa A-r 11'1cf (Seal) Zofua Kulpa DoubleTlmee PINELLAS COUNTY FL O . REC. SK 15430 PG 2435 State ofFlorida County of Pinellas no foregoing instrument was acknowledged before me this 17th day of October, 2006 by Andrzej Kulpa and Zofia Kulpa, who U are personally known or [Xj bave produced a drivees license as identification. mtkAAm? [Notary Seal] Notary P lic RmNNilI ffm t NYCOMMIDD881887 Printed Name: k7mES:,tanusryY,m %,ra"de eonetaTroseyMxou SW= My Commission Expires: ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I STATE OF FLORIDA -PIIkLLA.? COUNTY h ?? f c al rrecordss of coPYha receded in the of true * .. • •:{i P:ntrjr(?5un'y 20 ' gay°f f ti KENBURM u Ci f it cou _4 , rc x1mm o l p By Deputy Clerk I Wamanry Deed. Page 2 "• • Doub'IaTlm" ORIGINAL RECEIVED NOY 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER WRITTEN SUBMITTAL REQUIREMENTS RESPONSES TO APPLICABLE FLEXIBLE CRITERIA - ATTACHED ORIGINAL i RECEIVED § 2--03 COMMUNITY DEVELOPMENT CODE NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Table 2-203. "LMDR"District Flexible Standard Development Use Min. Lot Size (sq. ft.) Min. Lot Width (ft.) Min. Setbacks (ft.) Max. Height (ft.) Min. Off-Street Parking Front Side Rear(]) Attached Dwellings 10,000 100 25 10 15 30 2hmit Detached Dwellings 51000 50 25-25 5 5-15 30 2/unit Residential Infill Projects(3) n/a n/a 10-25 0-5 0-15 30 2/unit Utility/Infrastructure Facilities(2) n/a n/a 25 10 15 n/a n/a THE PROPOSED LOTS 1 & 2 MEET AND EXCEED THE MINMUN LOT SQUARE FOOTOGE REQUIREMENTS AND MIN. LOT WIDTH, TABLE 2-203. LOT 1=5307 ' SQUARE FEET BY 64.2' FEET WIDE AND LOT 2 = 5104' SQUARE FEET BY 51.2' WIDE. TABLE 2-203 SHOWS THAT 15' FEET FRONTAGE SETBACK IS AVAILABLE. LOT 1 IS TRIPLE FRONTAGE AND LOT 2 IS DOUBLE FRONTAGE AND BOTH HAVE NO REAR. I AM REQUESTING A 15' FEET SET BACK FROM ALL EAST WEST AND SOUTH FRONTAGES WHERE APPLICABLE FOR BOTH LOTS. . Flexibility Criteria: B. Detached dwellings. 1) Front setback: a) A determination of the front setback shall consider the extent to which existing structures in the neighborhood have been constructed to a regular or uniform set back from the right-of-way; THERE ARE SEVERAL PROPERTIES IN THE IMEDIATE AREA WITH REDUCTIONS IN THE FRONT SETBACK BETWEEN TEN AND TWENTY FEET, MY REQUEST IS FOR 15' FEET ALONG STREET RIGHT OF WAYS. b) The reduction in front setback will not adversely affect adjacent property values. THE BEAUTY AND TIRE PRESENCE OF TIRE MEDITURANEAN ARCHITECTURE ALONG WITH THE NEW LANDSCAPING OF THE TWO NEW VILLA'S WILL ENHANCE, AND ADD VALUE NOT ONLY TO THE ADJACENT HOMES BUT THE ENTIRE NEHIBORHOOD AS A WHOLE. t) The reduction in front setback is consistent with neighborhood character; and THERE ARE MANY EXISTING HOMES AND THERE ARE A FEW NEWER HOMES THAT HAVE REDUCED SETBACKS WITHIN A FEW BLOCKS OF THE SUBJECT PROPERTY. THE IRREGULAR NATURE OF THE BEACH SHAPE ALONG WITH THE STREET LAYOUT HAS AFFECTED MANY LOTS THROUGHOUT NORTH CLEARWATER BEACH RESULTING IN UNUSUAL NOT RECTANGULAR LOT SHAPES AND SIZES. THIS CHARACTERISTIC ALSO ADDS A CHARMING TOUCH. DUE TO THESE HARDSHIP CONDITIONS STATED, HIGH PROPERTY VALUES, HIGH PROPERTY TAXES, ALONG WITH THE PRINCIPLES OF HIGHEST AND BEST LAND USE THERE WILL BE MORE REQUEST OF THIS NATURE. WITH RESPECT THIS REQUEST IS CONSISTENT AND NORMAL FOR THE HEIGHBORHOOD - PAST, PRESENT AND FUTURE. I AM REQUESTING "15' FEET SETBACK FROM ALL FRONTAGE ". Supp. No. 16 CD2:14 ZONING DISTRICTS d) The reduction in front setback results in an efficient house layout. IT HAS BEEN A PLEASURE TO DESIGN AND PRESENT THESE TWO VILLA'S - "CASA BELLA" AND "SOMMERSET". THESE HOMES EACH FITTING INTO THEIR LOT BUILDING ENVELOPES. INDIVIDUALLY THESE HOMES HAVE MULTI FACES MEANING ANY SIDE FACING THE STREETS OR EACH OTHER ARE DESIGNED AS FRONT ELEVATIONS. WE HAVE TAKEN ADVANTAGE OF THE UNUSUAL LOT SHAPES BY FITTING DRIVEWAYS, ENTRY STAIRS, BALCONIES, PORCHES, VERANDA'S ALONG WITH ACCOMODATING THE NEED FOR ADEQUATE LIVABLE SQUARE FOOTAGE, AND UNDER HOUSE GARAGE PARKING. e) 2) Rear setback. N/A - TRIPLE FRONTAGE a) The reduction in rear setback will allow forthe preservation of existing vegetation which could not otherwise be preserved; or b) The reduction in rear setback will allow the development or redevelopment of a substandard lot which would otherwise not be feasible; or c) The reduction results in an efficient house layout; and d) The structures located within the rear setback otherwise required in the LMDR District are buffered with landscape material or fences to protect the privacy and value of adjacent properties. ORIGINAL RECEIVED NOV 2 8 2006 PC T CITY OF CLEARWATER Supp. No. 16 CD2:15 PROPOSED CASA BELLA VILLA LOT #1 ATTACHMENTS : 3 SITE PLANS 1 WEST FRONT ELEVATION 1 EAST REAR ELEVATION 1 SOUTH RIGHT ELEVATION 1 PAGE A-6 1 NORTH LEFT ELEVATION SPECIFICATIONS : LOT 1 GROUND FLOOR GARAGE LEVEL -1760 SQ.FT. 1sT. FLOOR LIVABLE ---------------------1342 SQ. FT. 2'. FLOOR LIVABLE-----------------------511 SQ. FT BALCONIES - PORCHES------------------522 SQ. FT. GROSS FLOOR AREA = 4135 SQ. FT. ORIGINAL RECEMD NOV 2 8 20 PIANNING av OF CR ?p ERS A.. ----------------- ------ BRUCE AVENUE .$ 05 Z Z 0Z -< ? mO m 0 0 mm co G) acv 7 C r v m m m ;a 4 I znw2 W°J.K ' ? To RErwu ? 50UTH 51.20' SOUTH 64.20' I TREE TO LOT 2 LOT I REMKK 1 A IY REAR SETS- PRONSFD _ _ NEW LOGATION ?___ Sa?__________________ W-2 V2- OF SIDEWALK pl ' N a' NNE "I i Q• I I I ? I I ?,a. ? n-0 In• I i PROP05ED a ' 50MERSET° TFM q w TREES TO SE REMOVED T II I ? H ryi: ? I I -? Q ^ N I I , TREE TO SSSSI ? I I- REMAIN , Z i i I ; P I ?; . ? I aaa??? 6 I EJ(15TIN5 WATER METER TREES p I n M DRnK - ' 10 jl _. _..___ ._.. _ . .._..? i 1 _ - - _ _ i? i I 2 ' REE TO RETUw ' I .. TREE REGLA5 A ' ___ DO ---_J WATER LRE ??oO1Q yN v _- __ _? _ NORTH Sito Flan Scale I" 20'-0" "" IQ PAD. = 350.0' 2O RAP. = 350.0' ARG = 65.65' AR( = 54.21' CHORD = 6585' GHORD = 54.22' GHD BR6 = 5 12°4931"E GHD BR6 = 5 22'39'51"E g BRUCE AVENUE IT R 1 07 #,L Scale I" = 20'-0" -G n Z `S OZ n0 ,?0 0 ? ° gi z My 201 C= vX: m rn m •M Z ------------------------------------ BRUCE AVENUE --- ------ I I EX nNfi 51 K TO REMAIN ' SaYni 64.20 TREE i0 ? LOT I RBIWN ('1 1 . f I A I ! 6'RFPR yETBKK • • ?t O y_ --___-- IS -1 In I I I I WC I ?PIVE _ I I TREE iq REMAIN , TREES TO _ _ BE REMO?•ID ~I r ` I , I TREE TO ?I I I I a x 42 REMAJN el ! . I , Q 1 'kl I + 6 EIN W M4iFA l'E1Bt 1 9L TREES 0 I i \5 OE RWEP DMVE - N I 1 _ _ , Z K Fyjy 1N6 t' ? 1 I NJ ' TTY TO I REMAIN J ME TO - REMAIN EMTI* REUMVP -- D? _--J - MATER LINE -__?__----'- ?1 DDRP ' NORTH scab I" = 20'-0" I IQ RAP. = 350.0' ARG = 65.95' CHORD = 65.85' CHO 6% = 5 12*0'31°E a s?? Q+ ?xE?E bTf 00 } 4 9 a 5 Ell d • ^?C O W F ^ u 4? d A, J 0 ? u 2-¦ pp? jail if ?Q w = m ? 0 ° ? s 9 A-0 Termination Cop g s, 7 s &g E Q y' 6?5'e s, Second Floor Ceiling Height y€.,. i of Rafter Bearla 12' TO 10' TAPERED PRECAST COLUMNS BY HBd6 ( TYP. ) - __ Floor Truss Be_arlnn -i,JLr+B'-O" Gelling Height Y A/C Compressor Platform Beyond First Floor Elevation- 9 n5; i Z O Z r" v r" rn m m m V z C 00 O rwv§M x+a. m. w.. owy? cmi.aw.... 10'x7' OVERHEAD GAR. DR. Front Elevowon Ground: Floor Elevation Q'-O" Look+n/q we Sr Scale: 1/4" - 1'--0' E (00 /+,6 a Fv) e ? VIEW FROM "ELDORADO" dr-I Y F C? C O'-D:,$- HeIghti Second Floor 19' - - -- -..r... Rafter Bearing .. r. (?-.. v..-__-__-__- .......?`..cdnd Floor Eleyatlof? +,0.'•D" °- Caning Haight -fY 11' TO 10` TAPERED PRECAST COLIM BY OVER BYhEie (TYP.) PI^t Rlo?r Elwptta?w ?d'-0_ • z O Z 00 m m m m m 4 around Flaor Eleyotlon m Z VIEW FROM -6RUCt AVt" m o Loo K 11J G EA 5 r P.z o ? dRVCE Aug a GONG. TILE ROOF n Z Z M 0 M 0'? ? m _ m47 B D ?v C 510 C Q CT m m v z 3b" H. Rolling (Per code) p ?-W, ? - -,.-w --, k.. L3/4 Band 12 b b/4 Band GONG. TILE ROOF b14 Band xbIBond Nib BAND 36" H. Rolling Smooth Texture Stucco A/c compra5wr PlatFonn 1311 UMMM M I Il GXWIS oaoo Smooth Texture F-1 a F-1 F-1 Stucco E:1 F I a a 0000 q'xl' OVERHEAD OAR. DR Lo©K{"rv? SOOTH Roof-Rafter Bearing +q'-O" Floor Truss Bearin?c - +8'-O" ------ceiling Height -- --- 0000 007F7 F-1 F-1 7 F-1 ?oaa q'xl' OVERHEA9 OAR. DR. Riiaht Elevation Scala- 1/4" - I'-O' VIEW FROM "MANDALAY DRIVE" 12" TO 10" TAPERED PRECAST COLUMNS BY HBIG ( TYP. ) • _ First Floor Elevatlon O'-O" • br ound-Floor Elcv-atlon -9'-O" t A Bath Elevation g x.l., ?a• . rc• n Z ? OZ c m 0 n IQ n m Ur, oo m _ cn - RE rn m m Z s Util. Elevation a. eaa a D a ?? ss -M ? E} ?ailda?i - ? Glltiy w ft Front Elevation traN. IM'•I'O' VIER FROM ELDORADD' M. Bath Elevation p M. Bath Elevation :a,.,?.?°'.??r b x.a. ve• . iw• b x.r? ero• . ra EIQEIE:J :IOLILI ? ODD= ? [ DODO ODD= 9Yl' OVERI@AD 6AR DF2. DODD 947' OJERI@AD 6AR. OR . Right Elevation lcOM? W' . Ib' VIER FROM TUnDALAY DRNE• ao• n _ b .I• KEYSTONE DETAIL b N?TS. dm of dlh home doden and IAo emrylcdm of ?n conoedm, mo, yea not neon oora+md n lhnemmrihvlwvh-.ndm-n-Om. -r V--1-mb Mldigm@s ft% 6,vy6-.m aemdmBehumnnl Poh -Wng and a. V.. die homenwn .h-ffi-dmltmV y n*l M dodgnmmgenwd mnenm>rNwnsodm mgnmswNm ORIGINAL RECENED c s NO Y SOT If ):ANNING oEpARINIEN L6-?J< i)JG No PIT Left Elevation ,FcLEA WAIER F? `? • SURVEY EXHIBITS 901 ELDORADO AVE 1. EXHIBIT 1- SURVEY OF EXISTING PRESENT STATUS QUOTE. SHOWING ORIGINAL LOTS 1 & 2 LAYOUT. 2. EXHIBIT 2 - OVERALL SURVEY OF NEW PROPOSED LOT LAYOUT REDIVISION OF LOTS 1&2. 3. EXHIBIT 3 - SURVEY OF NEW PROPOSE INDIVIDUAL LOT 1 LAYOUT . 4. EXHIBIT 4 - SURVEY OF NEW PROPOSED INDIVIDUAL LOT 2 LAYOUT. NOTE : INDIVIDUAL LOTS WILL BE THE PRODUCT OF THIS FLEXIBLE STANDARD APPROVAL APPLIED FOR UNDER SECTION 2-203.B DETACHED DWELLINGS , TABLE 2-203 DETACHED DWELLINGS. THESE SURVEYS HAVE BEEN SIGNED , SEALED , AND THE NEW CORNERS OF PROPOSED BOUNDARIES STAKED ON-SITE. ORIGINAL RECEIVED Nov 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER THE PURPOSE SOUGHT OF THIS FLEXIBLE STANDARD APPROVAL REQUEST IS TO GRANT 15' FEET SETBACK FROM EAST , WEST , AND SOUTH FRONTAGE WITH TYPICAL 5' FEET SIDE OF PROPERTY SETBACKS. UPON APPROVAL - LEGAL DESCRIPTIONS OF EACH INDIVIDUAL LOT WILL BE PROVIDED AND RECORDED TO CREA'T'E TWO INDIVIDUAL DEEDED LOTS. THIS APPROVAL WILL PROVIDE FOR TWO LEGAL BUILDABLE LOTS GRANTING 15' MAXIMUM FEET FRONTAGE SE'T'BACK , & 56 FEET SIDE OF PROPERTY SETBACK. THESE LOTS 1 & 2 HAVE NO REAR. UPON APPROVAL AFTER DIVISION I REQUEST LOT #1 WILL BE DESIGNATED TO BE ASSIGNED AS 901 ELDORADO AVENUE / AND LOT #2 SHALL #E ASSIGNED AS NEW 905 ELDORADO AVENUE ADDRESSES. THANKYOU, 901 ELDORADO AVENUE LLC. JOHN TSOULFAS - MANAGING MEMBER ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1, 90UNDARY SU*VE Y SCALE: I 30' ADDRESS: )a MANDALA Y DRIVE CLEARWti TER BEACH, FLORIDA. SURVEYED BY OCCUPATION FIR 5/8" NW CORNER LOT 8, BLOCK 46 60'R/W BRUCE AVENUE SOUTH 115.00'(C) 99.64'(M) SOUTH 115.39'(M) ' 100.00'(P) '1? 5'CSW 100.00 (P) 100.56(M) ! 1 ' FCM 3X3 q F CM 4X4 FIR 518" I I N FCM 4X4 NW CORNER *( b 4 E CORNER LOT 4, LOT 2 I j LOT 2, BLOCK 20. I BLOCK 20 I U BLOCK 19 N VACANT LOT. I LOT 1 I BLOCK 20 LOT 4 i VACANT LOT ? n N `Y%Q Q I rn ? C? " o FIR 5/8 -? i vi Z Q d- ? I cV I FCM 4X4 ' LOT 3 I I z ? I i o 5 G5W . 0 '(6- I 4X4 -__----- ADE(P) FAR 1 Z ELDO E CO( IRO? - ?! ORIGINAL e?°c? 2GJG jESS o,R/W RECEIVED s NOV 28 2@06 PLANNING DEPARTMENT CITY OF CLEARWATER ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND BASED ON 1988 NAVD. CURVE TABLE NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 1 350.00' 19'55'38" 121.73' 61.49' 121.12'(C) S. 18' 17'07 E (C) 1 19.65'(M) N. 171 833 "W. (M) lV O TE: This survey was conducted without the benefit of on abstract of title, therefore there may be other easements, right-of-way, sethark IlnQ,..5,_ onreements, reservations, restrirtions, or other similar matters o>{ Dublic record. not deDicted on. this surve v. A = ARC CH = CHORD £OP = EDGE OF PAVEMENTFIP = FOUND IRON PIPE MH = MANHOLE PP = POWER POLE p BM = BENCH MARK CLF = CHAIN LINK FENCE EOw = EDGE OF WATER FIR - FOUND IRON ROD OHP = OVERHEAD POWER LINE R = RADIUS Z BRG = BEARING CONC. = CONCRETE FCC = FOUND CROSS CUT FN = FOUND NAIL P = PLAT SIP = SET IRON PIPE W CBS= CONCRETE BLOCK/STUCCOCSW = CONCRETE SIDEWALK FCM = FOUND CONCRETE F'P - FOUND PINCH PIPE PC =POINT OF CURVATURE SlR = SET IRON ROD WITH COP 4495 C CALC = CALCULATED D = DEED MONUMENT LLF = LOWEST LIVING FLOORPCP = PERMANENT CONTROL POINT UE = UTILITY EASEMENT v- CHS - CHORD BEARING DE DRAINAGE EASEMENT FH = FIRE HYDRANT M = MEASUREMENT PI = POINT OF lN1ERSECTION WS = WATER BOX WF = WOOD FENCE FLOOD INFORMATION: LEGAL: SECTION: 5 TOWNSHIP: 29S RANGE.- 15E CERTIFIED TO. ZONE: AE E11 LOT 1 & 2, BLOCK 20, MADALAY SUBDIVISION, AS RECORDED IN PL. ANDRZE? KULPA NUMBER: 125096-0102G BOOK 14, PAGES 32-35, ACCORDING TO THE PUBLIC RECORDS X ?- 7 DATE. 09-03-03 OF PINELLAS COUNTY, FLORIDA. X Q vr_ • „aF D DD FLORIDA BENCHMARK, INC. PROFESSIONAL SURVEYOR 1298 LAKEVIEW ROAD PH. (727) 298-0286 CLEARWATER, FL. 33756 FAX# (727) 461-0696 AUTHORIZATION NO. LB 6947 FIELD WORK BY.- WG REVISION DATE-' MB DATE. 03-21-05 1: PAGE # 2. DRAWN 8Y.• KK DATE.- 03-22-05 a: 10B# 05-0783 l 77,77 OlV BY CERT/T HAT? THIS SURVEY WAS MADE UNDER ESPQNSIBL'E CHARO& AND 'WETS THE MINIMUM NNIO?AL STAPDARDS A$ SET FO4,TH B.Y+ THE BOARD OF FE3Sl0%JAL LAND SURVEYORS 14 ?HAP„TER 61G17-6 OF FLORIDA ADM/NISTWIVE CODE,' PURSUANT TO SECTION .02i OF THE FLORIDA STATUTE=S. S NOT VALID WITHOUT GI`ATUIRE AN& EMBOSyD W1TH;,sukvE"YOR SEAL. ! •? f? r k; 3191(b5 .?£:, r?rrrrrrr ?? Q M r. AAA YFR 01 c X Qaoa rlT C mob. I BOUNDARY SCE VE Y ADDR T FLORIDA TER BEACH : , CLEAR?A SCALE.- 1 20' BRUCE AVENUE e 60 R/W EP SOUTH 64.20'(M) 1 64.20'(C) 1 DO. 00'(P) 1 ' P 5 CSW 100 56(M) A . FCM 4X4 FCM 3X3 SIR 518 - FCM 4X4 I NW CORNER LB 6947 947 LB I LOT 2, N N 1 BLOCK 19 01 01i ' REMAINDER Z Y I 0- N LOT 2 O ?p O? 12 3 1 WWmI? 01 ? S \ I ? U ?? ^ o W ? GP J Q N 3 ?s 2 I ;n Z Z I ? I I Z I W I I 1 ( k I FCM 4X4 ' I 1 I t FCM 104 SIR 5/8" GSW LB 6947 GUTTER I 2' EP I RAI)O(F) O R LE(P) NE ORIG INAL 50 JE5 LOT IS RECENED 80'Rlw APPROXIMATELY n / / 5307 SQ. 50V 2 8 2@06 PLANNING DEPARTMENT CURVE TABLECITY OF CLEARWATER ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND BASED ON 1988 NAVD. NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 1 350.00' 10.4746° 65.95' 33.07' 65.85(M) S. 12'4931 "E. (M) N O TE: This survey was conducted without the benefit of an abstract of title, therefore there may be other easements, right-of-way, setback lines, agreements, reservations, restrictions, or other similar motters of public record, not depicted on this- survey. A - ARC CH - CHORD EOP - EDGE OF PAVEMENTFIP FOUND IRON PIPE MH - MANHOLE PP a POWER POLE p BM --BENCH Al4RK CLF - CHAIN LINK FENCE EOW - EDGE OF WA7ER FIR - FOUND IRON ROD Wp - OYETdFLw pON W UNE R - RADIUS - CONCRETE FCC - FOUND CROSS CUT FN - FOUND NNL P - PLAT SIP - SET IRON PIPE Z ERG BEARING CONC . W CBS- CONCRETE BLOCK/STUCCOCSW - CONCRETE SIl EW4LK FCM - FOUND CONCRETE FPP -FOUND PINCH PIPE PC - POINT OF CURVATURE SR SET UXAY ROD M1/N GAP j 4895 CALC - CALCULATED D - DEED MONUMENT LLF - LOWEST LIVING FLOORPw - PDaaNENr CONMOL POINT UE U77UTY EASEMENT v CHO - CHORD BEARING D£ - DRAINAGE EASEMENT FN - FIRE HYDRANT M - MEASUREMENT P1 - POINT OF INiERSECAON 2 WOOD ACE FLOOD INFORMA TION. LEGAL: SEC770N.• 5 TOWNSHIP: 29S RANGE.- 15E CERTIFIED T0: ZONE.• AE Ell LOT 1 AND THE SOUTH 14.20 FEET OF LOT 2, BLOCK 20, MANDALAY X NN 150ULFAS NUMBER: 125096-0102G SUBOMSION, AS RECORDED IN PLAT BOOK 14, PAGES 32-35, x DATE.• 09-03-03 ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. X FLORIDA BENCHMARK, INC. Q PROFESSIONAL SURVEYOR D 71 CER TI Fly ' " TI N>=A 1 HEREBY jg NT * A5ADUNDER " MY RESPO ?8 E AND AIEE75rJFlE aMIK1MUM 7ECHNICAL ?aDS AS- BY+ 80ARD OF PROFESS/0 $$U ! CHAP R 61G17-6 OF I70N NT 71 %g f E 1 1298 LAKEWEW ROAD PH. (727) 298-0286 THE FLORIDA AD 1V CODE. PURSUA 0+SEC 1 4 WITHOUT FLOR/L(4 STATUIEST NOT VALID 027 0 rFfHE 472 P ( . . IT CLEARWATER, FL. 33756 FAX (727) 461-0696 SIGNATURE i VDDlEM?O ED WITH $SL RVEYOR S44L,-, 7 AUTHORIZATION NO. LO 6947 0 ? ! ' °" ` ? vs ^ E f . r ? FIELD WORK BY: X DATE.' REVISION DATE' PAGE f f o K'rR + r ` e, ?';, Y- WOB - • h DRAWN B DATE. 10-23-06 3. 1 JOB# 05-18628 LS 4493 .. '?`.? . DATE M. G. MAYER vA ADDRESS: ELDORADO A VENUE BOUNDARY S VE Y CLEAR, TER BEACH, FLORIDA. RR 518 NW CORNER SCALE.- 1 20' LOT 8, BLOCK 46 BRUCE AVENUE 60 R/W a co 0 h ? SOUTH 51.20'(M) 50.80'(C) 99.64'(M) ' 1 5'CSW (P) 100.00 r FCM 4X4 FIR 5/8" SIR 5/8" NE CORNER LB 6947 LOT 4, BLOCK 20 REMAINDER LOT 2 ? F 0 10 L k 2 LOT 4 .' Vol ? A 50 8 v' 0 1, ? y 01 rn `?/ : 1 GP N 4 `` J P ?o U) ? d V 0 cW O N o rn 0 Z LOT 3 'coo SIR 5/8" ORIGINAL LB 69.47 RECEIVED ?y ,GSW NO V 2 8 2006 LOT IS l 0 5 APPROXIMATELY .- (1 5104 S0. FT. _ V PLANNING DEPARTMENT CITY OF CLEARWATER ?P> O o 1 $o. a 0 4X'? FCM P 8 G ?o Z R G E O 2 \` ?0? ? / ooc EtP? , P r'u ?pOR 01R ?? '' s ?` Rr Es CURVE TABLE ao ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND BASED ON 1988 NAVD. / N0. RADIUS DELTA ARC TANGENT CHORD CHORD ;BEARING 1 350.00' 08'53'04" 54.27' 27.19' 54.22 (M) S.22'39 57 E. (M) IV O TE: This survey was conducted without the benefit of an abstract of title, therefore there may be other easements, right-of-way, setback lines, agreements, reservations, restrictions, or other similar motters o7 public record, not depicted on this' survey. A - ARC CH - CHORD EDP - EDGE OF PAVFAIENT•F7P - FOUND IRON PIPE MH - MANHOIE PP - POWER POLE pSM - BENCH A447K CLF - CWN UNK FENCE EOW - EDGE OF WATER FIR - FOUND IRON ROD ONP - oMgWFAD POWER LINE R - RADIUS - CONCRETE FCC - FOUND CROSS CUT FN - FOUND NAIL P - PLAT SIP - SET IRON PIPE Z BRG BEARING CONC . 4.1 CBS- CONCRETE BLOCK/STUCCOCSW - COWCRVE SIDEWALK FCM = FOUND CONCRETE FPP - FOUND PINCH PIPE pC - POINT OF CURVATURE SR a SET MN RAID MOH CAP / 4495 E4SE VENT _ UTILITY ? CALC - CALCULATED D -DEED MONUMENT LLF -LOWEST LMNG FLOORACP - PERMANENT CONTROL POINT UE Box I W B v CHO - CHORD BEARING DE - DRAINAGE EASEMENT FH - FIRE HYDRANT M - MEASUREMENT Pl - POINT OF INTERSECTION TER WF" -WOOD fENC FLOOD INFORMATION: LEGAL: SECnON.• 5 TOWNSHIP.• 29S RANGE.• 15E CERTIFIED TO. ZONE.• AE Ell LOT 2 LESS THE SOUTH 14.20 FEET THEREOF, BLOCK 20, MANDALAY JOHN 7SOULFAS x NUMBER: 12509 6-0 1 02G SUBDIOS/ON, AS RECORDED IN PLAT BOOK 14, PAGES 32-35, X ., DATE.• 09-03-03 ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. X - ?o FL ORIDA BENCHMA RK, INC. C Tl _ Tl IV ! HEREBY &Y. T > ? SilR c MAX IUNDER M ? H M I U e Q IN MU MY RESP ?.V31BU C1 GE MEE15 T E JVAAk S AS SET FORTH BY THE BOARD OF 7ECHNI "?fTi PROFESSIONAL SURVEYOR D 7 9 PRO LAND SURVEYORS IN CHAPTER 61C17-6 OF I A 1298 LAKEVIEW ROAD PH. (727) 298-0286 NT TO SEC77ON THE F7 ,AD JIMSTRAME,CODE, PURSU 472.0270r ,.?}I? FLOi I 5TAMTES..? NOT1(DAUD WITHOUT 91 CLEARWATER, FL. 33756 FAX# (727) 461-0696 WITH SU( EYO SEAL. 3lGNAIU FrjAICD!E11 r * `? AUTHORIZATION NO. LB 6947 g?te t? v V y e '* REVISION DATE' FIELD WORK BY.' X DATE.• 1: PAGE j kN DRAWN BY • WDB , . 1 DATE 0-23-06 3. JOB# 06-18628 7 P --, DATE M. G. MAYER 1449& LS [l 4 FIR 518 NW CORNER LOT 8, BLOCK 46 W 60'R/W `= G ?3 cl?j fill a BRUCE AVEN cQ ?n 0? =? ?LL 99.64'(M) - 100.00'(P) - SOUTH 115.00 (C) SOUTH 115, 40'(M SIR 5/8" FCM 4X4 FIj 5/BLOT 2 LESS THE NE CORNER SOUTH 14.20 FEET LOT 4, BLOCK 20 BLOCK 20 . - - - 40 0' 5,2' LOT 4 1 I l PROPOSED e i BUILDING ENVELOPE Q O 1 6 Q k o -v I W? 40.1' LOT 3 5'CSW FCM 4X4 FCh LOTj 1 AND THE SOUTH N 114.20 FEET LOT2 ( BLOCK 20 5.1' 1 44.0' PROPOSED Q) BUILDING ENVELOPE W IJ ov I? I I? N I? I 5.1' 10. 44.0' I I ?' L?''I 1 I I FC? 14X4 SIR 518" (1) LB 6947 i o ?OSW v " by 0. 1g r,M 04 5.1 5.1 4x4 100.00 ;(P) 106.56(M) IN .` 'L° 0 ?o N NW ;n ro Z k ? I ?N o QQLlo QQ? J? CL a` cl, I rti Q?` NWM 4X4 15??ge? CORNER LOT 2, BLOCK 19 TREE SURVEY NOTE: THERE ARE 45 CABBAGE PALMS LOCATED RANDOMLY ON THE PROPERTY AND IN THE RIGHT OF WAYS, SOME ARE SINGLES AND OTHERS ARE IN CLUSTERS TOGETHER. I ITS MY INTENSION TO SAVE THEM AND RELOCATE AS FUTURE LANSCAPE WHENEVER POSSIBLE. IT WOULD ALSO BE GOOD TO PUT SOME IN THE RIGHT OF WAYS. I WILL WORK WITH. THE CITY ON THIS MATTER. SINCERELY , JOHN TSOULFAS ORIGINAL RECEIVED NOV 2 8.2006 PLANNING DEPARTMENT CITY OF CLEARWATER 9 s 4K 0 40 til 1 ¦ J 9 S orrEF VN } No?erH ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPAWTA ENT CITY OF CLEAN THE FOLLOWING PHOTOGRAPHS ARE NEIGHBORS WITH PROPERTIES DOCUMENTING SIMILAR LOT ATTRIBUTES WITH FLEXIBLE STANDARD FRONTAGE SETBACKS.. I AM ALSO REQUESTING OF THE SAME NATURE BY HARDSHIP. THESE LOTS HAVE MULTIPLE FRONTAGE STREETS, WITH UNUSUAL SHAPES AND BOUNDRIES (NON COMFORMING SIZES AND LAYOUT). THESE CONDITIONS EXIST BY NATURE AND DESIGN THROUGH OUT CLEARWATER BEACH. IT WAS THE TRUE INTENSION AT THE TIME OF THE ORIGINAL PLAT SURVEY AND LAYOUT THAT THESE LOTS BE BUILDABLE, I AM REQUESTING 15' FEET SETBACK FROM ALL EAST, WEST, AND SOUTH FRONTS. AS YOU CAN OBSERVE FROM THE PHOTOS AND UPON INSPECTION THESE SETBACKS TYPICALLY RANGE FROM 10' -15' FEET FOR FLEXIBLE STANDARDS AND IN SOME CASES LESS. SINCERELY , ORIGINAL RECEIVED JOHN TSOULFAS?`?/ 2 8 206 OWNER/ MANAGER 901 ELDORADO AVENUE, LLC. PLANNING DEPARTMENT CITY OF CLEARWATER • Y I ftw,`110 7 .?i 'ry ??"??,r777???F?+??i ?. J ??'. tJ_ 5 yt. .y: ,?* -?, yl?• -jYi? `4 - '?/4 ? - i '_."r _ eSj bt-'? +, +!]r?,'? r?Nk i .•;1.?n./Gi??T••? ?r?? .?? 4.j. UkIGIN4 RECEIVED NOV 28 2096 PLANNING DEPARTMENT CITY OF CLEARWATER ? ,r Y ,rvir ' -Yi R y ?? 'Wl i 14 l 17 47'.' ? r s!? $ 4 7R PLANNINGMPARTMEn CITY OF CLEARWATEP - f-f.°'?, S ? t It 4 ? ! °?l T ? ? ' ._ ? . ?•t 4 JM J x ?S!!; ? :?`L ? ; t.???3 ? : _ ORIGINAL ?--- - '4. «I?? 2 8 2006 A C T( OF C EA WA ER a. '?10C)c-'Ot V(qlectv Lookipi ec-+tt e (Ocif" c A-.- 1, k(Pp lgvI `` ` " '!u ?z .. at 7 r ` ORIGINAI. may' " , RECEIVED y • ?r Oil] Q J,/ Y? F"?Pe. ;s it a. s ..- 'Lf1,vNING DEhAf`IN MT xtiv OF C ITARWAIER rr ! P . T !? CA'-O to 4 a ?.? ???p??tc Es t? A'?',rf,GINAL 'Al 2 8 2VO6 Z QLANNING DEPARTMENT - - - - -- - ':CITY OF CLEARWATER &ou 11 PAP" ail 4 r .. ?? [J ?'z-'CAL r-r&?,d-- 7 PLANNING DEPARTMENT CITY OF CLEARWATER 4 NO -Y 6 t r monuawAliam • Fro&/ 1,4 ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 0 ;a 6 MENT ATER €3P 3, 9 ro c?rf??s a SaUM r ?? 00 • t p 61 U lool,"6 huc- t, i r im .44,11 i6v t NOV 2 8 2034M pLANNING DEPARTMENT ? j I'lT s' .? R? a /I 6PP(t)x lof to Pak gqqe CITY OF CLEARWATER i t ?` ? ? VAC NOV 2 8 '006 PLANNING DEPARTMENT CITY OF CLEARWATER -7-36 • ? ys? ORIGINAL RECEIVED 1: r r? r . ???` le, M ?- PLANNING DEPARTMENT CITY OF CLEARWATER fv Aj- I. it ?• - .'?` 4. ?O?Drc> k G r_ ?." , ? '?3 0 ?-n N N N O 0 00 00 4 .w ©I f ? ra _ --A , _ Y gp d /419P No k-A c 3 a. , G ? Yr3; C C v f + it C amps (FC r Lodxrlm TA -? QEC R NOU 2a 1??6 Nt pEQPOlt P ? OF GV G Property Appraiser General Information: 05/29/15/54666/020/0010 Card 0 Interactive Map of this ap rcel Back to Query Results New Tax Collector Search Information http://www.pcpao.org/general_vadet.php?pn=l 52905546660204 Question/Comment about this page 05/29/15/54666/020/0010 Data Current as of November 26, 2006 [1:42 am Monday November 27] Vacant Property Owner, Address, and Sales Print Property Use: 0 MANDALAY SUB BLK 20, LOTS I AND 2 2006 Exemptions Homestead: No Use: 0 % Ownership: 0 % Tax Exempt: 0 % Government: No Institutional: No Agricultural: $0 Historic: $0 2006 Value 2006 Tax Information Comparable Sales value based on sales from, Tax District: CW 2004-2005: $530,900 Millage , 21.7640 Just/Market Value: $426,700 Special Tav? $.00 Assessed Value/ SOH Cap: $426,700' Taxes:.: $9,286.70 History Taxable Value: $426,700, Taxes without Save-Our-Homes cap:. $9,286.70 A significant taxable value increase may Taxes without any exemptions$9,286.70 occur when sold. Click here for details. _ .. _ . 2 8 12006 1 of 5 11/27/2006 2:06 AM Property Appraiser General Information: 05/29/15/54666/020/0010 Card 0 http://www.pcpao.org/general_vadet.php?pn=152905 546660 LMailing, Address Pro ert Address Sale Date IF Book/Page Price El 901 ELDORADO 10/2006 15430 / 2434 $34500 Q V AVENUE LLC 8/1991 7664 / 650 $65,000 Q V 943 NARCISSUS AVE ' CLEARWATER FL Plat Year Plat Book/Page(s) 33767 1926 014 / 032 - 035 Parcel Information Book/Page: Land Use: Vacant 07664/0650 Residential (00) Census Tract: Evacuation Zone: A 260.02 Land Information Seawall: Frontage: None View: Land Use Land Size Unit Value Units Method Vacant Residential(00) 85 x 114 69450.00 85.30 F ORIGINAL RECEIVED N011 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2 of 5 11/27/2006 2:06 AM Property Appraiser General Information: 05/29/15/54666/020/0010 Card 0 00 ? http://www.pcpao.orgigeneral-vadet.php?pn=1529055466602 Vacant Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Valuej Year No Extra Features on Record --- Aerials: None Radius (feet):1500 2000 Transparency:.- Update Map How to copy and paste a static map using Internet Explorer: Right-click on the map; Select "Copy SVG"; Open a Word document; Select 'Paste Special from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right-click on the map; Select "This Frame"; Select "Open Frame in New Widow"; Print from the new widow. ORIGINAL RECEIVED NOV 2 8 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 3 of 5 11/27/2006 2:06 AM I,- At/ 9 0 \°4 FLS2006-11065 901 ELDORADO AVE LAS CASA BELLA SOMMERSIRT ATLAS # 238A ZONING: LMDR LAND USE: RU RECEIVED: 11/27/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: nRC: //y/o7 CDB: CLW CoverSheet ? -M I; 19 PLANNING DEPARFIVENT -"-?,11"Y OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 4UNIC.IPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 May 24, 2007 Mr. John Tsoulfas 943 Narcissus Avenue Clearwater, FL 33767 RE: Development Order regarding case FLS2006-11065 at 901Eldorado. Dear Mr. Tsoulfas: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 4, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to construct two detached dwelling units on separate lots within the Low Medium Density Residential (LMDR) with reductions on Lot 1 (901Eldorado Avenue) to the front (south) setback from 25 to 15.16 feet (to building), the front (east) setback from 25 feet to 20.5 feet (to building), and the front (west) setback from 25 feet to 17:08 feet (to building); and with reductions on Lot 2 (905 Eldorado Avenue) to the front (west) setback from 25 feet to 15 feet (to building), under the provisions of Section 2-203.13 of the Community Development Code. The DRC recommended APPROVAL of the application under the following bases and conditions: Bases for gp roval: 1. The proposal complies with Flexibility criteria for detached dwellings under the provisions of Section 2-203.B.; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions for ap rp oval: 1. That all fences and walls be permitted separately; and 2. That the final design and color of the building be consistent with the elevations submitted to the DRC. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the revised site plan date received April 27, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 24, 2008). All required FRANK HIBBARD, MAYOR JO-3N Doiv :, COlitr" n irmBER. J.B. JOHNSON, COUNCILMEMBER BILL JONSON, Ci UNCILtfEi-SBFP. CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER" i 0 certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Justyna Buszewski, at 727-562- 4567x2667. You can access zoning for parcels within the City through our website: www.ni.vcleanvater.com. Sincerely, Michael Delk, AICP Planning Director r 9'15 am Case Number: FLS2006-11065 -- 901 ELDORADO AVE Owner(s): Andrzej Kulpa 5345 W Berenice Avenue Chicago, I160641-2548 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: John Tsoulfas Bldg Const Inc 943 Narcissus Avenue Clearwater, F133767 TELEPHONE: 727-409-5126, FAX: 727-461-7430, E-MAIL: T S O ULFA S @TAMPAB AY. RR. C OM Location: 0.24 acre located on the north side of Kipling Plaza between Mandalay Avenue and Bruce Avenue. Atlas Page: 238A Zoning District: LMDR, Low Medium Density Residential Request: Flexible Standard Application to permit two detached dwellings on separate lots within the Low Medium Density Residential (LMDR) District with reductions on Lot 1 to the front (south) setback from 25 feet to 15 feet (to building), the front (east) setback from 25 to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet (to building); and with reductions on Lot 2 to the front (east) setback from 25 feet to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet under the provisions of Section 2-203.B of the Community Development Code Proposed Use: Detached dwelling Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443-2168, FAX: No Fax, E-MAIL: papamurphy@aol.com Neighborhood Carlouel Yacht Homeowners Assoc. Association(s): Clearwater Beach, F133767 1031 Bay Esplanade TELEPHONE: 727-441-4188, FAX: No Fax, E-MAIL: No Email Presenter: Justyna Buszewski, Planner I Attendees Included: City: Justyna Buszewski, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller Applicant: John Tsoulfas The DRC reviewed this application with the following comments: General Engineering: 1 _ No Issues Environmental: 1 . No Issues Fire: Show the location of fire hydrant, must be within 500' of building. Acknowledge PRIOR to D.O. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: No Issues. Landscaping: No Comments Parks and Recreation: 1 . A recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat (if applicable) whichever occurs first. Credit will be given for any existing residential units. Contact Art Kader at 727-562-4824. Development Review Agenda -Thursday, January 4, 2007 - Page 3 Stormwater: 1 . The following to be addressed prior to building permit. 1. Swales with minimum depth of F shall be incorporated into the design along the two (2) east-west property lines to direct runoff to the streets 2. Oversized roofdrain shall be installed on the north roof, adjacent to the existing home, to direct runoff to streets and not to the adjacent home. 3. Garage FFE shall be a minimum of 3/4 foot above the crown of the adjacent streets. 4. Relabel the sheet A-6 to show the first floor FFE = 11' based on NAVD88 datum,and all other elevations to be referenced to this elevation. 5. Show 50 foot of adjacent topography. Solid Waste: No issues. Traffic Engineering: 1 . Correct engineering scale to read V = 10'-0". 2. Plan has 3 sheets labled page A-0 is this correct? 3. Show on the plan a minimum dimension of 19' from front of garage to closest point of sidewalk on Kipling Plaza frontage. 4. Show on the plan sight visibility triangles (20'x20' w/base of triangle on property line) per Communtity Development Code Sec. 3-904 A. 5. Revise plan to show existing sidewalk as extended to Bruce Avenue. 6. Remove tree(s) that are in the driveway. The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . Provide site plan showing ground floor plan and second floor plan for both lots 1-and 2."/ 2. For both lots 1 and 2 provide height from FEMA base flood elevation to mid point of highest main pitched roof. Also provide height to highest point of the roof. V 3. Lot 1: Driveway on south side off of Mandalay needs to be minimum of 19' from house to 1__' sidewalk. Provide dimensions. , 4. Lot 1: Revise requested front setback off Bruce Ave. from 15' to 20' 6" on lot 1 as per plans. Revise requested front setback off Mandalay Ave (Eldorado Avenue as per plans) from 15' to 17' as per plans. 5. Lot areas on site data tables are not adding up to 10,416 sq. ft. 6.. Scale on site plan should be 1 "=10'. 7. According to records from the Division of Corporations, James Lampathakis is the person authorized to act on behalf of 901 Eldorado, LLC. The affidavit needs to be revised to provide the correct ownership designation and designate John Tsoulfas as the agent for the project. Other: No Comments Notes: Prior to issuance of a Development Order, submit five revised sets of application material addressing all DRC comments by August 1, 2007, or FLS will be void for failure to timely address DRC comments. Development Review Agenda -Thursday, January 4, 2007 - Page 4 Jan. 02 2007 06:05PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94617430 Jan.02 06:03PM 01'19 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEB CALL 1-800-HELP-FAX (435-7329). • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM December 07, 2006 John Tsoulfas Bldg Const Inc 943 Narcissus Avenue VIA FAX: 727-461-7430 Clearwater, F133767 RE: FLS2006-11065 -- 901 ELDORADO AVE -- Letter of Completeness Dear John Tsoulfas Bldg Const Inc : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-11065. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on January 04, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2667 or Justyna.Buszewski@myclearwater.com. Sincerely yours, Justyna Buszewski Planner I Letter of Completeness - FLS2006-11065 - 901 ELDORADO AVE Dec. 07 2006 05:13PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE iSTART TIME USAGE TIME MODE PAGES RESULT 01 94617430 Dec.07 05:12PM 00'46 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM December 01, 2006 John Tsoulfas Bldg Const Inc 943 Narcissus Avenue Clearwater, F133767 VIA FAX: 727-461-7430 RE: FLS2006-11065 -- 901 ELDORADO AVE -- Letter of Incompleteness Dear John Tsoulfas Bldg Const Inc The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-11065. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Pursuant to Section I, Building Elevation Plan Submittal Requirements, provide to scale elevation drawings for proposed Somerset ( Lot # 2). 2. Pursuant to Section I, Building Elevation Plan Submittal Requirements, the building elevation drawings shall identify the proposed building colors and building materials. 3. Pursuant to Section G, Site Plan Submittal Requirements, provide site data table on the proposed individual site plans. 4. Pursuant to Section G, Site Plan Submittal Requirements, provide location of mechanical equipment and how it is being screened from abutting properties and right-of-ways. 5. Pursuant to Section G, Site Plan Submittal Requirements, identify all required site triangles along driveways and right-of-way intersections. 6. Pursuant to Section G, Site Plan Submittal Requirements, provide impermeable surface ratio and floor area ratio. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by December 5, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 562-4567x2667 or. cerely yours, Justyna Buszewski Planner I Letter of Incompleteness - FLS2006-.1.1065 - 901 ELDORADO AVE CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 47 Ii.?s ? TELEPHONE (727) 562-4567 FAx (727) 562-4865 a>Y _R (d PLANNING DEPARTMENT Mr. John Tsoulfas 901 Eldorado Avenue, LLC 943 Narcissus Avenue Clearwater, FL 33767 Re: Development Order - MIS2007-02004 Release of Unity of Title and Minor Lot Adjustment 901 Eldorado Avenue Dear Mr. Tsoulfas: 901 Eldorado Avenue, LLC is the owner of the following legally described property: March 7, 2007 (Parcel #05/29/15/54666/020/0010) - LOTS 1 AND 2, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. The above referenced property is currently zoned Low Medium Density Residential (LMDR) District and is consistent with its underlying land use designation of Residential Urban (RU) Category. It is your desire to release the Unity of Title for the above referenced parcel in order to separate it into two lots and then reconfigure these existing lots as shown on the submitted certified survey for Parcel A, dated October 23, 2006, prepared by Florida Benchmark, Inc., and a certified survey for Parcel B, dated October 23, 2006, prepared by Florida Benchmark, Inc. The lots will be reconfigured to be legally described as follows: PARCEL A (Address: 901 Eldorado Avenue) - LOT 1 AND TITE• SOUTH 14.20 FEET OF LOT 2, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL B (Address: 905 Eldorado Avenue) - LOT 2 LESS THE SOUTH 14.20 FEET THEREOF, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J. B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ).. 0 i March 7, 2007 Tsoulfas - Page 2 In accordance with Section 4-1601.E of the Community Development Code, I approve of a Release of Unity of Title for the above referenced property in order separate it into two lots and then to reconfigure these existing lots into the Parcels A and B as proposed. Additionally, in accordance with Section 4- 701.C of the Community Development Code, I also approve of the Minor Lot Adjustment for the above referenced property to reconfigure these existing platted lots into the two parcels (Parcels A and B) as proposed. Please find attached a completed Minor Lot Adjustment Affidavit document, prepared by the Planning Department. Please record the Affidavit with the certified surveys for Parcel A and Parcel B with the Clerk of the Circuit Court. Once this document is recorded, please submit one copy of the recorded document to me for our records. Please be advised that this Minor Lot Adjustment, once recorded in the Public Records, meets the City's Community Development Code requirements for the future development of the Parcels legally described. A copy of the recorded Affidavit will be sent to the Pinellas County Property Appraiser's Office for their information. The legal description on the deed to be recorded for these parcels must be consistent with that described in the Affidavit and the surveys. Once recorded, please send me a copy of the recorded deeds for my records. I have also prepared a Unity of Title document for Parcel A, which must also be recorded in the public records of Pinellas County. This document requires the owner's signature to be witnessed by two persons (whom also must sign the form) and be. notarized. The attached Unity of Title document must be completed prior to recording. Once the Unity of Title document is recorded, please submit a copy of the recorded document to me for our records. Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504. You may access our Planning Department through the City's website: www.myclearwater.com or his direct email address is wnDe.wells@Lnyclearwater.com. Sincerely, Michael Delk, AIC' Planning Director Attachments Cc: Tom Mahony, Engineering Department S: (Planning DepartmentlLetterslMinor Lot AdjustmentlEldorado 901 Tsoulfas (LMDR) - MIS2007-020041EIdorado 901 Development Order 3.7.07.doc I#: 2007105781 BK: 15708 JOG: 1114, 03/28/2007 at 02:57 RECORDING 4 BURKE., CLERK OF COURT PI LAS COUNTY, FL BY DEPUTY CL1 CLKDMC5 14 P.ETUF:7J 7'0: JAMES!). LAh1Y A'i HAKI,`. P.A. 1299 MAIN STREET, surrE C• DUNEDIN, FLORIDA 34698 KEN BURKE, CLE OF COURT INST# 202 03/22/2007 at 11:18 AM PINELLA/FRECORDING: FLORIDA OFF REC 97 PG: 781-785 DocTvoe144.00 AFFIDAVIT STATE OF FLORIDA COUNTY OF PINELLAS BEFORE ME, the undersigned authority, this date appeared Wayne M. Wells, AICP, Planner III of the City of Clearwater, Florida, who being first duly sworn, deposed and said: That he is a Planner III in the Planning Department for the City of Clearwater, Florida, and that he has first hand knowledge of the information herein contained. w Q Al O 01 cU a be CIL That on February 23, 2007, the City of Clearwater, Florida, approved a Minor Lot Adjustment (Case File No. MIS2007-02004) for 901 Eldorado Avenue, LLC, owner of the real property described below and located in Clearwater, Pinellas County, Florida (hereinafter the "Lots of Record"). Based upon the information submitted to the City by the applicant, the City determined that all requirements for such Minor Lot Adjustment were complied with as required by Section 4-701.1) of the Community Development Code of the City of Clearwater, Florida. This Affidavit is made upon information currently available to the City of Clearwater, and is subject to change in the event that such information is subsequently determined to be incorrect. That prior to the approval of the Minor Lot Adjustment, the Lots of Record were legally described as: (Parcel #05/29/15/54666/020/0010) - LOTS 1 AND 2, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 4. That a certified survey for Parcel A, dated October 23, 2006, prepared by Florida Benchmark, Inc., and a certified survey for Parcel B, dated October 23, 2006, prepared by Florida Benchmark, Inc., reflecting the new lot line locations as approved by this Minor Lot Adjustment are attached to and submitted with this Affidavit for recording in the Public Records of Pinellas County, Florida. Said parcels are legally described as: PREPARED BY: City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756-5520 Case MIS2007-02004 - 901 Eldorado Avenue - Page 1 of 2 KEN PINELLAS COUNTY FL'OFF. R EC. BK 15708 PG 1115 • ?r PARCEL A (Address: 901 Eldorado Avenue) - LOT 1 AND THE SOUTH 14.20 FEET OF LOT 2, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL B (Address: 905 Eldorado Avenue) - LOT 2 LESS THE SOUTH 14.20 FEET THEREOF, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 5. Nothing herein shall be construed to excuse full compliance with all applicable governmental requirements relating to the development of the aforementioned Lots of Record. M. 1/440-)e Wayne /A. Wells, AICP Planner III STATE OF FLORIDA COUNTY OF PINELLAS The forego' t was acknowledged before me this j200 , y WAYNE M. WELLS, on behalf of whom the ins n was execut d. .0votL JIM Poke mycom ,130M WX55dS Notary Public Signature F.VW" Ds=r W Ili, 2W +ee Name of Notary Printed Notary Co 0 3 l0 55(o (SEAL ABOVE) ersonally known or roduced identification Type of ii entification produced Attachments: Certified survey for Parcel A, dated October 23, 2006, prepared by Florida Benchmark, Inc., and a certified survey for Parcel B, dated October 23, 2006, prepared by Florida Benchmark, Inc. S:IPlanningDepartmentILettersIMinorLotAdjuslmenMidorado 901 Tsoulfas (LMDR) -MIS2007-020041EIdorad0901 Affidavit 3.7.07.doc Case MIS2007-02004 - 901 Eldorado Avenue - Page 2 of 2 E PINELLAS COUNTY FL # REC. BK 15708 PG 1116 e SOUTH 64.20'(M) 101 10'(P) FCM 4X4 SIR 518 - NW CORNER LB 6947 LOT Z BLOCK 19 Vol 710 REMAINDER FCM 4X4 FCM 1#X4 SIR 516 - 5-CSW LB 6947 2' Ep / DO(F) ?J ?---- RA O? .?? ROLE(P) ELOO LOT lS 'RIW APPROXIMATELY Bp 5307 S0. FT. PAM EL A CURVE TABLE ELEVATIONS SHOWN HEREON ARE IN NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING PARENTHESIS AND BASED ON 1988 Fww. 1 350.00' 10.4746' 65.95' 33 07' 65.85(M) S. 12'49 JT E (M) N O TE: This survey was conducted without the benefit of on obstruct of title, therefore there may be other easements right-of-way, setback hoes agreements, reservations, restrictions, or other similar matters of public record, not depicted on this survey. A ARC CH - CHORD EDP . EDGE OF PAVEMEN7FP . FDLPO = 0 AM . umwaE PP . PON N FOLE R A 00" O all . SEN H LARK CIF . CHNN Lbllr fFTCf EM . EDGY Or WATER FR . FDIAVD 4RLMf RDD L1'P . OtW" POW LAC 2 wva - asARnvc CDMC CONCRETE Fac . FoLm CRow cur FN . FWND NK P .RAT SP SET IADN PPC SR . SET 10.71 ALa IIeM aw / MiJ fPP r FD ND PINCH PPE CBS. CQYfRF7E SLOCI(/S/1ALKtlCSW . CONORM SOEWWIX FLY FFpp/rNNpp Pa . PavFr CF CVRYAILVAE FpPR 1/E . umm, FASE]rFIYr ?CKC CALCUUIED D DEED _ AFVB E? LLF . LOWEST IMMO FLOORRP . RDF1VE711r LYIIRRLY . are . CHORD SE MM OE . oRAMNCE E45E,WEW FH . FW H=Wr Y r AWASUREW Nr R r POW OF M7ERSECWN W NNW? SON FL 000 /NFORMA77ON: LEGAL: SECnON• 5 TOWNSHIP: 295 RANGE., 15E CERAF/ED T0: ZONE , AE Et 1 LOT I AND THE SOUTH 1410 FEET OF LOT Z BLOCK 20, AA4NLWl,IY 7SOULFAS . NUMBER: 12509 6-0 1 020 SUBOMSm, AS RECORDED IN PUT BOOK 14, PgCES J2-J5, X DATE:, 09-03-03 ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORI. X FLORIDA BENCHMARK, INC. I CER 7Mr na SDRVETIY O WAS S M THIS CINDER P An' Y RM RESPIDNWSI&E LiLE CHhARGE MD A/EE75 THE M ANN/MW Mf/M 4R D PROFESSIONAL SURVEYOR nTHMGY. =NaROS AS SET FORM 6Y 7NE earn OF D 1298 UKENEW ROAD PH. (727) 298-0286 PROFESS"44L LAND SURVEYORS IN GNPTER Brc17-6 W 7W PEORIA/ ADMINLSnURRE Lam. PURSUOr 70 SEC77ON OF' ORIDA STArms Nor NTDADI/r 4 E R CLEARWATER, FL. 33756 FAX (727) 461-0696 3TGFN7URE ANO EAA905SED SEAL AUTHORIZATION NO. LB 6947 FlELD WORK BY , RE11SON DA 1E** . X DATE PACE / DRANK BY WDS D4TE• 10 06 13 r. J0 9 06 18628 : - - S - , M. G MATER PLS 4495 MT-E, Z PI N 0 4 G JP N `- h Z w W _ v o N o o? 2 LOT 3 o SIR 5/8' LB 6947 I 2 LOT IS 0 5 APPROXIMAMLY ., 5 5104 SO. FT. ` V 60. dD 1y9a 4%4 f?M 06 1$•? Oae c? fZ 4 PINELLAS COUNTY FL OFF. REC. BK 15708 PG 1117 . I#: 2007105780 BK: 15708 PG: 1112, 03/28/2007 at 02:5?M, RECORDING 2 KEN BURKE-, CLERK OF COURT POLAS COUNTY, FL BY DEPUTY CL : CLKDMC5 ? r - I w J O r O .d `4- 'eJ L L O V) O d a VU OJ 1141 41 r KEN BURKE, CLER COURT PLANNING DEPARTMENT PINELLAS COUN FLORIDA 100 S. MYRTLE AVENUE, 2ND FLOOR INST# 200709 103122/2007 at 11:18 AM 0 9gly ??°? CLEARWATER, FL 33756 OFF B .15697 PG: 780-78 A DocTy TILERECORDINIG:BNG: $10.00 PHONE: 727-562-4567; FAX: 727-562-4865 DECLARATION OF UNITY OF TITLE -- Property Owner: 901 Eldorado Avenue, LLC Property Address: 901 Eldorado Avenue KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: See attached Exhibit "A" do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this day of rZ , 2007, at Clearwater, Florida. O D, -- I - WSSES: - rATaU 6 AA-J111t.A C% ?71 A&9S4st STATE OF FLORIDA COUNTY OF PINELLAS ,ar a„ .?•..•. ;?, ROM MtULHERCW # * MY COMMISSION! DD 381897 EXPIRES: Jamty 2, 2008 OWN ThN 8uepet Nohry SIMMS (SEAL ABOVE) Th foregoing instrument was ac w edged before me this 07( day of a/KA. , 2007, by?An ?5aa.f'PG N on behalf of whom the instrument was executed. yyl ,e-V,,X 2jtSr? Notary Public Signature Name of Notary Printed Notary Commission Number: Personally known Type of identification produced or produced identification PINELLAS COUNTY FL OFF. REC. BK 15708 PG 1113 • I EXHIBIT "A" I PARCEL A 901 Eldorado Avenue LOT 1 AND THE SOUTH 14.20 FEET OF LOT 2, BLOCK 20, MANDALAY SUBDIVISION, AS RECORDED IN PLAT BOOK 14, PAGES 32 - 35, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. gGO.1 y? ?e E11P • s Ft pp??0 a?Pne toce9°`lds o{ S1 „eE b Co a ?a n the oK\o?a\ i GOP6pa Leo\)fM. JRKE tt dQ?? ??? ??? S`h?s ?daY K o 8 Oep?ty kIk" r-7 Aision of Corporations Page I of 2 t?`??.????t= ???????`??;??,???,,,iF in;?,'???? t?rR???i;r??It?t;??S 1.t4 T9,tztlZl! Slt?rAliE,r - nr;?, 1 }?.ibli :' 4-,iquir F' Florida Limited Liability 901 ELDORADO AVENUE, LLC PRINCIPAL ADDRESS 943 NARCISSUS AVENUE CLEARWATER FL 33767 MAILING ADDRESS 943 NARCISSUS AVENUE CLEARWATER FL 33767 Document Number FEI Number Date Filed L06000094207 NONE 09/25/2006 State Status Effective Date FL ACTIVE NONE Total Contribution 0.00 Reiaistered Agent Name & Address LAMPATHAKIS, JAMES D ESQ. 1299 MAIN STREET E DUNEDIN FL 34698 Manaizer/Member Detail Annual Reports 11 Report Year II Filed Date II http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&n1=LO6000094207&n2=NAMF... 12/28/2006 ision.of Corporations Page 2 of 2 1-id 'I Previous Filing Return to List ?? Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http : //www. sunbiz. org/scripts/cordet. exe? a 1=DETFIL&n 1=L06000094207 &n2=NAMF... 12/28/2006 Pinellas County Property App * r Information: 05 29 15 54666 051 0 Page 2 of 5 05 / 29 / 15 / 54000 / 020 / 0010 28-Dec-2006 Jim Smith, CFA Pinellas County Property Appraiser 11:03:58 Ownership Information Uacant Property Use and Sales 901 ELDORADO AUENUE,LLC OBK: 15430 OPG: 2434 943 NARCISSUS AUE CLEARWATER FL 33767 EVAC: A EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2006, based on Census Tract: 260.02 2005 : sales from 2004 - 530,900 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 10/2,006 15,430/2,434 345,000 {Q} U 1926: Book 014 Pgs 032-035 8 /1,991 7,664/ 650 65,000 {Q} U 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 01 0 0 { } 2006 Value EXEMPTIONS Just/Market: 426,700. Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 426,700 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 426,700 Agricultural: 0 2006 Tax Information District: CW Seawall: Frontage: Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 9,286.70 1) 85 x 114 6,450.00 85.30 F Special Tax 00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will-be 5) 0 x 0 .00 .00 9,286.70 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 9,286.70 Short Legal MANDALAY SUB BLK 20, L OTS i AND 2 Description Building Information http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 12/28/2006 r PineAs County Property Appoer Information: 05 29 15 54666 051 It 05 / 29 / 15 / 54006 / 020 / 0010 Page 3 of 5 28-Dec-2006 Jim Smith, CFA Pinellas COunty Property Appraiser 11:03:58 Vacant Parcel Property Use; 000 Land Use, 00 Vacant ExTra F?a?ures Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Map With Property Address (non-vacant) F*_1 FE Fil F-C FQ R http://136.174.187.13/htbih/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 12/28/2006 Pinefts County Property ApI* er Information: 05 29 15 54666 051 It AV E ELDORADO ? 92 AVE BRUCE ME MAND LA 'r ,x W AVE _A v E MA. t??D A A f 4 BP ELDLRAD01 92 AVM BRl1CE AVE WNE A AY AVE 94? Page 4 of 5 D11A?? AY 1? + -? AVE P(Ir BAVEE ? LANTANA D AVE j )CE 9T I-- _ AVE LA.A1sNA. LANTANA ? D0? L BPIF E E ? 832 - LAN7ANA. AVE LANT?.NA LAN A PL 11 L I 4L 1 XI. J L ? L. 10695 AVE k f / r ND} LAY R i I ?p 1/8 Mile Aerial Photograph (2002) RU p I? KIPQ NG BRU?C.E AVE ? L At ?. - ?? B7S BRUCE ? NA LAI ? ? VE E T A V 868 RRI lr.F L, 8c AV mum ANT AV LAN, 87ti RAVE 871 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r--.16&s=4&t3=1 &u=0&p=... 12/28/2006 CIN??? Pinelras County Property Appwr Information: 05 29 15 54666 051 It Page 5 of 5 Pinellas County Property Appraiser Parcel Information http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 12/28/2006 CITY OF CLEARWATER PLANNING DEPARTMENT ?° ?99TEiiE?' POST OFFICE BOX 4748 CLEARWATER, FLORIDA 337558-4748 RECEIVED JAN 1 -0 2GG7 o PLANNING DEPARTMENT °C CITY OF CLEARWATER lA. ' r 11 - GEC" TIOMS - F M MEIM17445 DOUGLAS, JO DOUGLASS!P?tA S 65 337.58-0-4748 rPSIjF LD _ST -j TC NADA 6.I,ilt'I?'?''?il'i?1l?filill'illIl?ll!??1151A5?'??Ili' MOVED / .UIVKNQWN. /`4 DEIQ`?'NAGL 1 Fl1?l'DIv7N[•` RETURN 'TO -SENDER REN.VOI A L' EXFEDITEIJ,R. FL 33158-4748 ' USA '% CITY OF CLEARWATER _ Q PLANNING DEBU MIENT cc? `Zf-A POST OMCE Box 4748 a % F L' ,9 CLEARWATER, FLORIDA 3 3 7 58-4748 H METU71744 MARQUIS, CHRISTOPHER RALPH PO BOX 2678 RUNNING SPRING CA 92382 - 2678 NIXIE 923 1 30 01!02/07 RETURN TO SENDER ATTEMPTED - NOT KNOWN UNAMLE TO RORWARO BC: 337 0474940 *1€377-07000-02-33 I. li,,,„I„I,111„111fill) CITY OF CLEARWATER PLANNING DEPARTMENT =-,/JTEftE?' Pon OmCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RECEIVED JAN 10 2GO7 ow PLANNING DEPARTMENT CITY OF CLEARWATER 0 :ti i r ? w $ s1c`2'08 ? i3 F 1j. M METER717449 BRIGGS, PH OMENA 18 PEREG ANE GROVE BRAMPT CANAD I?III'Itl'°1'111'1111'tlll'll'IIIIIIIII'II"'"?I'Iil{I' MOVED / UNKNOWN DEMENAGE INCONNU 1 RETURN TO SENDER RENVOI A L'EXPEDITEUR FL 33758-4748 II USA E ,?-?•'= CITY OF CLEARWATER c ?;-= PLANNING DEPARTMENT :p9?arEPOST OMCE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED JAN 0 0 2007 PLANNING DEPARTMENT CITY OF CLEARWATER wt8 - UHfHMLE -tt! Ftll? r : ° -?'!'D ?. u U,.3 F L H METM17445 t? ZUCKERMAN, RALPH 1810 CYPRESS TRACE DR SAFETY HARBOR FL 34695 - 4515 ?1t,11rtrl l .ttt'tlJltltl?trIIIIIIId! III lit) lrtr1/11 CITY OF CLEARWATER Qc PLANNING DEPARTMENT yg7EPE?° Posr OmcE Box 4748 CLEARWATER, FLORIDA 33758--4748 • RIT - LHhtf LE 70 f C. c 4p4 `C1 it y LUGO 0: Cc a? A e R ?. H MMR71744ER tr? ZUCKERMAN, RALPH 1810 CYPRESS TRACE DR SAFETY HARBOR FL 34695 - 4515 if tIII II ICI t l t t tll'1111ll tit 1111 Ili 1i/l/131/i I it fit l fit fit111111 ArcIMS Viewer II F 1 i 077 R1Yw.. l?r'' E ff ' k ?- dpi r} r off f: i:-T7r.s-^_ J E iZ 3y' a? r -J-rs Y J ~ ? 9 J? ?,+ J k? ? !! Y u ?.', . .,: ? Y l ;'.? ? f,' ?•;_-.?7?' r? rte }? ,^_?-r.. ?C ???r t,: '? ? .. _..J+, A./ '.5+ -f- { { ' ?t f iI } y r / m y r rLT 1^ 1;; A r a e f . ?. ? 17 " A ^_" r-. - -ice http://publicgis.myclearwater.com/website/eConnectGIS/MapFrame.htm 1/4/2007 Page 1 of 1 • 0 0 0 • s«- r i? 0 • Ire 0 966 Bay Esplanade Clearwater Beach . FL 33767 January 3nd 2007 Developing and Planning City of Clearwater Offices of the City Commission Clearwater f133758 To whom it may concern Re: 901 Eldorado 0 Please keep to the City Codes for setbacks. All of us with double lots or odd shaped lots will be able to then ask for set backsl This will then create a precedent for all the small roads on North Clearwater Beach. Codes are made for a reason! q77 Mara Basic Page 1 of 1 Thompson, Neil From: kimporte@aol.com Sent: Wednesday, January 03, 2007 3:16 PM To: Thompson, Neil .Subject: Set Back Variences Dear Mr. Thompson, Please do not grant the set back request of 15' for the two proposed houses that would be built on the property located at Bruce/Mandalay/Kipling. Please enforce the current 25' set back. We do not need more monstrous homes simply because they ask. We want the 25' set backs enforced. Please consider this request. Kim and Francois Porte 964 Mandalay Ave. Clearwater Beach, Florida 33767 Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 1/4/2007 . Page 1 of 1 • Thompson, Neil From: Bjfailorl@aol.com Sent: Wednesday, January 03, 2007 4:54 PM To: PASons@aol.com Subject: 901 Eastshore To who it may concern Because of schedule conflicts I am unable to attend the meeting Thursday morning to discuss the building on 901 Eldorado/Mandalay. I have given this email to Ms. Britton to pass on to you, as I have been unable to identify the web site of the person in charge of this issue. have seen the plans the builder intends on using for the two lots being discussed. I believe he his given it a lot of thought and has some very nice houses that will be an asset to the beach community. My big concern is that the set back be held to city code. I adamantly oppose the canyon affect that is being to repeat itself on north beach. Please set the precedent and adhere to city codes. We are a beach community and neighborhood. We desperately need the access to sidewalks and bicyclists. Too many of the lots that have been granted variances do not accommodate pedestrian safety. This is all I am asking is PLEASE keep the neighborhoods safe. Allow space for cars to clear a sidewalk and Please, Please don't repeat Brightwater Drive anywhere on North beach. Respectfully, Bette Failor 1015 Mandalay 1/4/2007 • ID Page 1 of 1 Thompson, Neil From: Ed Holdgate [eholdgate@tampabay.rr.com] Sent: Wednesday, January 03, 2007 9:16 PM To: Britton, Sandy Cc: Justyna.Buzewski@myclearwater.com; Neilthompson@myclearwater.com Hi Sandy, regarding the property at 901 Eldorado Ave. There was a time when I would have joined into any sanctimonious attempt to persuade our so called "planning board" to enforce the existing law of the land i.e. in this case the set back laws. We both know that if the people desiring the changes have enough money to hire a lawyer (who of course doesn't live out here...) the aforementioned "planning board" will go through the motions of pretending to listen to both sides of the case and then grant the petition anyhow. The planning board has already in the past seventeen years that I've been here, done a glorious job of transforming Clearwater Beach into the Coney Island of the South. I realize that they obviously cannot bear to enforce statutes that were previously made by much wiser people. Case in point the rental dilemma that nobody will enforce either, and not to mention our illustrious traffic circle(s). (It was backed up all the way to Myrtle the other day...) It is a complete waste of your (and my) time to attempt to dissuade this group to do their job as their mind is already made up. They are only interested in how much money they can generate for the (City of) Clearwater and could care less about our local neighborhood. Our beach suffers from an acute case of one-ups-man ship, and it is piloted with the blessings of this so called planning board. Combine this with the fact that the lawyers know the board is a pushover. I have already conjoined in many attempts to get these laws enforced. Always with the same end result, an approval. Any attempt on our part to get them to enforce these existing laws is an exercise in futility. At the rate we are "progressing" and with the planning boards "approval", I envision the North end of our Beach looking like the South end in 10 years or less. Ed 1/4/2007 0 • Page 1 of 1 Thompson, Neil From: kimporte@aol.com Sent: Wednesday, January 03, 2007 3:16 PM To: Thompson, Neil . Subject: Set Back Variences Dear Mr. Thompson, Please do not grant the set back request of 15' for the two proposed houses that would be built on the property located at Bruce/Mandalay/Kipling. Please enforce the current 25' set back. We do not need more monstrous homes simply because they ask. We want the 25' set backs enforced. Please consider this request. Kim and Francois Porte 964 Mandalay Ave. Clearwater Beach, Florida 33767 Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 1/4/2007 0 • Page 1 of 2 Thompson, Neil From: PapaMurphy@aol.com Sent: Wednesday, January 03, 2007 4:45 PM To: Thompson, Neil Subject: Unimproved Lots Opposite Regatta Beach Club Mr. Thompson. Thank you for your prompt and most informative response. I hope you see my concern over this particular location because of its central and visible location. I know there is a disproportional number of property owners within this buffer zone because of the Regatta Beach Club. But do you really think that residents in a high rise condo across the street from this property care what it will look like if houses are built closer to the City's right of way? I agree that written response to notices well in advance of a [)PC meeting are most desirable. Without specifics and time almost gone, I am doing the only thing I can. I am aware of the 500 foot "Buffer Zone" you mentioned, however, in the past, courtesy notices have been sent to The Clearwater Beach Association (CBA). As you know, the CBA has been active since 1944 to represent residents and businesses on CWB. Neighborhood and Homeowners' Associations are encouraged by The City, and they exist to give a greater voice in community interests. Codes and the parameters they delineate were enacted for some purpose. Escape routes such as "Residential Inf ill Development" are absurd when there is no underlying justification for variances. There MUST be some reasonable justification to grant variances. Lack of lawyered objections is NOT a justification. Surely there are standards of appearances and quality of life involved ...beyond the appellant's desire to maximize the "Footprint." I call your attention to Brightwater Drive (Canyon Effect) and Sand Pearl structure that juts almost into the street. (Compare to the elegant entrance of The former Clearwater Beach Hotel). Please note that with the new year, 2007, CBA has a new set of officers. I am the current President and would appreciate receiving copies of notices sent to property owners as you mentioned in your E-Mail. Respectfully, Jerry Murphy 1/4/2007 0 0 Page 2 of 2 President, Clearwater Beach Association Post Office Box 3295 Clearwater, FL 33767 Home phone: 727-443-2168 Cell phone: 727-644-5062 1/4/2007 0 0 Page 1 of 1 Subj: 901 Eastshore Date: 1/3/2007 4:54:19 PM Eastern Standard Time From: Bjfailor1 To: PA Sons To who it may concern Because of schedule conflicts I am unable to attend the meeting Thursday morning to discuss the building on 901 Eldorado/Mandalay. I have given this email to Ms. Britton to pass on to you, as I have been unable to identify the web site of the person in charge of this issue. I have seen the plans the builder intends on using for the two lots being discussed. I believe he his given it a lot of thought and has some very nice houses that will be an asset to the beach community. My big concern is that the set back be held to city code. I adamantly oppose the canyon affect that is being to repeat itself on north beach. Please set the precedent and adhere to city codes. We are a beach community and neighborhood. We desperately need the access to sidewalks and bicyclists. Too many of the lots that have been granted variances do not accommodate pedestrian safety. This is all I am asking is PLEASE keep the neighborhoods safe. Allow space for cars to clear a sidewalk and Please, Please don't repeat Brightwater Drive anywhere on North beach. w R ctfully, 101 MM ndalay 'C'ol/ 4&-& bae.??Ietl ,myl?/- , Thursday, January 04, 2007 America Online: Bjfailorl • ?: R?? . - .. r ? .- - ?s? ?°?` 0 0 (?i? 5- &w?? 0 0 • ;.?i • ??'4#6 by 1 ? I o ? a?u? t J ' 0 0 i ~?. n 1. fr + 1 1 °? -w o' A I?s r - f L ; - i f 7 ? ., 4•. ',. i 1 1 i -' ? ti.' r k \r ti ? SG t?. " a .. f __ 11:1 .. 1 la.. y a..•?.t. ... )v _ ilP ` r ? yeM'• 1 .. _ 5 ? ..4 - 1 .,>_r ?. ?.`?' _ Ho V, p ?'"1 ?E?=':`a; CITY OF CLEARWATER ilqg* PLANNING DEPARTMENT =Kg7ERFo` POST ONCE Box 4748 CiLEARWATER, FLORIDA 3 3 7 58-4748 m 0 0 n v PPI a m hd; Lu (o (j) ix (z waw N MEMC ., J ? FL MITCHELL, DALE W 655 W IRVING PARK RD APT 4105 CHICAGO IL 60613 - 3198 337SG@4749 NIXIE 6Oe i RETURN TO ATTEMPTED - UNAaLE TO BC: 3a7S0474948 1.111111 11 111111111 Illid )J) III 22 01/03/07 SENDER NOT KNOWN FORWARD *2942-OS166-Oa-21& CITY OF CLEARWATER Q PLANNING DEPARTMENT TEF,E?, POST OITICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED ate, J L H METEii217445 t O'REILLY, TERRY 880 MANDALAY AVE # N-610 CLEARWATER FL 33767 - 1226 JAN 0 8 2007 PLANNING DEPARTMENT N I X I E 1 es 1 OO O 1./ 04 / O7 CITY OF CLEARWATER RETURN TO SENDER ATTEMPTED - NIOT KNOWN UNA'ldLE" TO FORWARD SIC: *3'7S9474949 *0901--OS007-.20-47 It lilt IIII)III IIII,I)iIIIIIII)IIIIIIIII)III)IIIII)II)ddIi„i a' CITY OF CLEARWATER n _ u ; -Q, PLANNING DEPARTMENT wv? ?? +*r : !Y TEP?,, Posy OFE9CE Box 4748 T S .9..,.. F L H METM217445- CLEARWATER, FLORIDA 3 3 7 58-4748 PITSOULA , SPHUDON E 4930 MEL SE AVE TAMPA. 33629 - 5416 ?'~a CITY OF CLEARWATER PLANNING DEPARTMENT aoc fl.J U POST OFFICE Box 4748 '•97E,yrt,, F L it CLEARWATER, FLORIDA 337584748 N METER717449 LARGAY, REBECCA lQ©j POWELL, MELISSA 9jP0 1 N DALE MABRY HWY STE 1100 TAMPA FL 33609 - 2760 ?J _:F::,H,1--:•i•4=-..: fit IIt it litai(„11,,,1,1„I,IIIIIIII II I„II,IJMloll 1sit loll ,. '...-.jai. .t'3 ?"• i " CITY OF CLEARWATER Q PLANNING DEPARTMENT :s9 .........E?? •„?TERti, Posr OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 U 0 U u rr y w? ¢t7C ? i/ ? H METER717445 BILGUTAY, ILHAN 880 MANDALAY AVE 4 S-901 CLEARWATER FL 33767 - 1248 ORIG*L RECEIVED JAS ()'3 20?? ?I'? ING OEN?x ° tV" NIXIE: 33-7 1 07 12/29/06 PLANN TY OF CLEp,R?t+Jta,?t, RETURN TO SENDER CI NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD B 33?5 t474t?4?3 *0901-oaes4-23-47 ?+????'ai4 7 '?'-? lJi?ltJt? lt?Jil?3?J?!lJ3?Jt?tt?? J33? l l1 ? 1 l1 4 ? i ti 3t 33 2J 3t 311131 CITY OF CLEARWATER PLADTMNG DEPARTMENT 9TEP,y POST OITICE Box 4748 CLEARWATER, FLORIDA 337584748 ORIGINAL. RECEIVED J'A'N 0 3 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • rc= %? tj ?J V O OC IL 0 N ME'TER7-17449 OSTROWSKI, JOZEF OSTROWSKI, RENATA 880 MANDALAY AVE # C1209 CLEARWATER FL 33767 - 1209 NIXIE 337 1 RETURN TO NOT DELIVERABLE UNABLE TO DC: 33750474848 }){{ lbiIJJJJI?J?iblli Fl St?IJIJ)2J2?? 07 12/29/OE SENDER AS ADDRESSED FORIJARD *0901-03924--2a-47 Jt31)33)l?tJ J2?Jt!!3b l2t3?Ji? CITY OF CLEARWATER ll; zL1..k(? Ja l PLANNING DEPARTMENT U. ' .,9TEP•,,u POST OFFICE Box 4748 L" H MMR.7.174a ,t CLEARWATER, FLORIDA 337584748 EHRLICH, ANNE 16655 BRIGADOON DR TAMPA FL 33618 - 1042 ORIGINAL RECENED AN o3 200 PLANNING DEPARTMENT CITY OF CLEARWATER `J x 337 NO i :SOS I 61 ittilt949g FORWARD TIME EXP RTN TO SEND CHRLSEH' ANNE M 090 MANDAL..AY AVE APT N305 CLEARWATER FL 33767-1223 RETURN TO SENDER ._.}r:?t????r•.Ir••??: :?:??.?74:a I??I1???11?1,?,l?I?l?l??l?sl??il???l?l??f„II??I??I??Ii?l?l??i f CITY OF CLEARWATER PLANMG DEPARTMENT cN ........ gTER? POST OMCE Box 4748 CLEARWATER, FLORIDA 337584748 ORIGINAL. RECEIVED JAN 43 2007 PLANNING DEPARTMENT CITY OF CLEARWftf-tR Le H MMR7I74451 w +..?i?i?"'?'???i•?'?h~r?.`?''-'rr°r%.?r`w'?t...?.r?.. i3t?{fttl?tEf?Il?[hff?ftlttlllE?dFYHiittt4?8llihili{t1?tlltIfEffllnl GEYER, WILLIAM J GEYER, ADELE H 0 0 87Y.ii, I5. 1,. ^?{fi Yra `Fe: 3" u s..« ;a r CITY OF CLEARWATER _ o PLANNING DEPARTMENT "- a zC= "s j.a ? .• '9`?grEa?`?' POST ONCE Box 4748 LUM t CLEARWATER, FLORIDA 3 3 7 58-4748 a ?' M MEWU- 17449 t . FACHTMANN, DURENDA 880 MANDALAY AVE # 412 CLEARWATER FL 33767 - 1242 i ORIGINAL RECEIVED ? N 0 3 200' .i NIXIE 337 1 07 12130100 PLANNING DEPAPTmb -r NOT RETURN TO DELIVERABLE SENDER AS ADDRESSED CITY OF CLEAR, UNABLE TO FORWARD BC: 33759474849 *2-574-00101-30-26 .-'`::?????•???••? •-?3'T'aS`e?748 i,"11,"" il,i,",1.1.i,1t,l„i,"ii """i,l""ill„i,il""lll"1 CITY OF CLEARWATER - , l Q; PLANNING DEMK MIENT as ut? U POST ONCE Box 4748 ••,y7ER,?, 1 L ? CLEARWATER, FLORIDA 33758-4748 H METgR717449 KALEO, JOHN D SR 880 MANDALAY AVE # N-602 CLEARWATER FL 33767 - 1243 ORIGINAL RECEWED JAN 03 2001 NIXIE 337 1 07 1213O106 RETURN TO SENDER PLANNING DEPAN,IVICNI NOT DELIVERABLE AS ADDRESSED CITY OF CLEARWATER UNABLE TO FORWARD BC: 3 37584'74848 1*0901- 0383.0- 23- 47 a 74 CITY OF CLEARWATER PLANMG DER NT ?TEky, POST OFl•ICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 BE VASKO BE , PEMB 431 ALM ISL wno 1ds.1 U U z cxcz e a 0 ?." H METM21744S ?? C ARWAT FL 33767 - 1933 ORIGINAL RECEIVED JAN 03 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 3?7'?8f:474;3 NIXIE 337 1 RETURN TO NOT DELIVERABLE UNADLE TO eC; 33758474848 07 12/29Y OE SENDER AS ADDRESSED FORWARD 0901--0`5489- 2~-4s :?II?)i?1i11)- It il)i III`` ) Rill) ' CITY OF CLEARWATER ^Q PLANNING DEPARTMENT acc ?? • d? TEP,;n POST ONCE Box 4748 F F' L H METER7pgq? ... CLEARWATER, FLORIDA 3375"748 LATEK, STAN LATEK, FRANK 521 MANDALAY AVE APT 606 CLEARWATER FL 33767 - 1794 ORIGINAL RECEIVED JAS; 03 2007 PLANNING DEPARTMENT N:E X:E E 007 1 07 12/.29/ 06 CITY OF CLEARWATER RETURN TO SENDER NOT DEl=-IVERAeLE AS ADDRESSED UNABL.C TO FORWARD BC: 03.756474646 *0901-03647-23-47 _!s?sf-f f= I•.If•r.„.7 746 3S it? £It ?-? J Jt:?J E1 £i? 3£ J£ EJ ti, ££ i i? :a. _.._.I . A CITY OF CLEARWATER '?,1 Qe Pm •r: _ o. SA tvnrnvG DErAIrltwr :. - sa TEP,' POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ®R1G1NN1- RECENE'D JAN 03 2001 P?ANNI?G n??ro CITY OF ej1?; 0 v? Luc ? l'2 'Ui7 v, ii ff lxcc ?/Y iJ ?o? x L M METU717440 i FLETCHER, PATRICIA 880 MANDALAY AVE N # 913 CLEARWATER FL 33767 - 1242 NIXIE 337 1 RETURN TO NOT DELIVERABLE UNADLE TO GC: 337.58474040 07 12/3-0106 SENDER AS ADDRESSED FORWARD *0901-03975-23-47 ??IIIillIII) IIJ „1} „})})}11} =mar,. _ _ t . CITY OF CLEARWATER PLANNING DEPAvmNT grEa?,POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 uj ca MCC a FL'" HA+ET"717445 BARNESS, JOSEPH M 880 MANDALAY AVE CLEARWATER FL 33767 - 1242 ORIGINAL RECEIVED JAN G,, 2007 PLANNING DEPAR€ivo-Nr CITY OF CLEARWAtLi-' 33750X,4748 NIXIE 03'7 1 RETURN TO NOT DELIVERABLE UNABLE TO CC: 337S847484O 07 121:30105 SENDER AS ADDRESSED rORWARD *0901-03809-23-47 CITY OF CLEARWATER Q; PLANNING DEPARTMENT vii-- ?' L'U }Y = := 9?ATEF17;o?PosT ONCE Box 4748 CLEARWATER, FLORIDA 33758-4748 ,+ FL MITWI744S 6»6 CASE, MICHAEL E 880 MANDALAY AVE # S-805 CLEARWATER FL 33767 - 1238 ORIGINAL RECEWD JAN 03 2007 PN'IxSE 337 1 07 12/30.;05 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED PLANNING DEPARTMENT UNABLE TO FORWARD CIll+C7ECL?RWATER BC: 33758474848 *0901-0399-2-23-47 6% 4 1'43 iii>>,1111a11,i1>>ii' )11>>1,Ir1ii>>i,111,11>>i CITY OF CLEARWATER Q PLANNING DEPARTMENT 9TEPF POST OITICE Box 4748 CiLEARWATER, FLORIDA 3 3 7 58-4748 WfA - d ?j U U83 68 t. ? R 1. ? K zna49 MOORE, THOMAS W MOORE, LISA C 880 MANDALAY AVE # S-306 CLEARWATER FL 33767 - 1233 ORIGINAL RECEIVED JAN 03 2007 PLANNIN G DEPARTMENT CITY OF N I x x E 337 1 07 12130/06 CLEARWATER RETURN TO SENDER 40 NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD BC: 337 SO474948 *0901-03986-23-47 33758%4740 CITY OF CLEARWATER PLANNING DEPARTMENT 9K9TEq? ?, POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 HESS, STEPHEN T 305 WINDWARD ISL CLEARWATER FL 33767 - 2328 "MmiI? 146- D11 JAN 0 ?007 PLANN/ Nr CITY OF OCIA?4b,?. X32 U•3 U F M MEMaJ7449 NIXIE 33'7 1 RETURN TO NOT DELIVERABLE UNABLE TO SC : 33758475066 07 12f^c?/ C+lr SENDER AS ADDRESSED FORWARD ?rJ9O't - 0372- 23- 47 CITY OF CLEARWATER _ PLANNING DEPARTMENT Pon OFFICE Box 4748 =K"9TEP??'' CLEARWATER, FLORIDA 3 3 7 58-4748 ORIGINAL RECFlvr-r. AN 0.3 2001 PLANNING Ljer-hKIMENT CITY OF CLEARWATER acs a F N MEnR71744Y ALLEN, HENRY A ALLEN, ANNE L 7007 SW 51 ST AVE GAINESVILLE FL 32608 - 3715 NIXIE 322 1 7'C 12/20/06 RETURN TO SENDER NOT OELIVMRAMLE AS ADDRESSED UNABLE TO FORWARD SC: 33759474E+40 *1007-04809-29-.27 1„II,I, II,b icl,),),)„)„)),)l,,, I,I„I1, I1„1„11 x,1)1)1) )1 v•?14 CITY OF CLEARWATER PI,PINNIlVG DEPARTMENT TER;;?,, POST ONCE Box 4748 ,•, CLEARWATER, FLORIDA 337584748 uu, W Cn ?j F L H MEM2.17449 GUESS, JAMES E 880 MANDALAY AVE # S-1007 CLEARWATER FL 33767 - 1230 ORIGINAL RECEIVED j AN 03 2007 PLANNING DEPARTMENT CRY OF CLEARWATER 11 NIXIE 037 1 RETURN TO NOT DELZ4'E.=.RABLE UNABLE TO BC: tZ~ 17j5556s4))7 4§-3{{!• 9 }} yy 1111111311;}it;l4?3?1lt;l11171l? 47 12/.29/06 SENDER AS ADDRESSED FORWARD 3; 11 21;; l l i 31; 311111131; l;1;;1 CITY OF CLEARWATER c. PLANNING DEPARTMENT gTEPF, Posy OFFICE Box 4748 ~ CLEARWATER, FLORIDA 3 3 7 58-4748 dr. s METER217445 t? HOLMBERG, B G 880 MANDALAY AVE # C-401 CLEARWATER FL 33767 - 1213 ORIGI*L RECFNED jAN 031001 PL4NAf/NG Is WA NIXIE 337 1 C/n'OF C LEAP T WE'VE` RETURN TO NOT DELIVER DLE UNAMLE TO MC: :33758474048 07 12/:29/OE SENDER AS ADDRESSED FORWARD ?*09C3jj1 `-C3))3 t91 y?-s3-47 itt?l?tt?ltifit ktt!littrl;iti? ~a;, CITY OF CLEARWATER - ?: PLANNING DEI UMBNT ¢ac_ eke gTERE;° Posr OFtcE Box 4748 G?` F NMTE21744 CLEARWATER, FLORIDA 33758-4748 MC SHANE, MARGARET ANN 3626 BELCHER DR TAMPA FL 33629 - 8225 ORIGINAL f RECEIVED JAN 03 2007 X 337 NA 1 90.5 C 07 12Y29/06 MCSH ?'LAIVNINGDEP FORWARD TIME Exp RTN To SEND MCS}-iANE ARTIoENT 3623 W SARI PEDRO ST CITY OFCLEARWATER TAMPA FL. 33529-6925 RETURN TO SENDER -_??t?•??-?•r•??•?-::=: ??:??? 1„l1,,,1),1,,r1,)?1,1„i„).,,11,,.,1,1„ll„I„ia,ll„I,l,l„a CITY OF CLEARWATER 'Q. .c3 o: PLgMG DEPARTMENT ?gTEREo?',, POST OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 MARTIN, AVA LOU 926 MANDALAY AVE CLEARWATER FL 33767 - 1128 ORIGI RECEIVED ' t 1 t ice:%Cl U .0 ' F L H MEM717445 ? AN 03 2007 N:rx:cE 337 1 67 12/29106 PLANNING DEPARTMENT RETURN TO SENDER CITY OF CLEOWATER NOT DELTVERABLE AS ADDRESSED UNABLE TO FORWARD mac: ???=?a7?.?+??e ?a?o1-c???aDS-.ate-?.? as eta t hid t r.r ra re>rt rta t ra tt rt ar to alas! '''% CITY OF CLEARWATER Q PLANNING DEPARTMENT 9KgTERFs'1 POST OFFICE BOX 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RECEIVED JAN 03 2007 PLANNING DEPARTMENT CITY OF CLEARWATER wvJ ¢s HEUSER, NORBERT 941 ELDORADO AVE CLEARWATER FL 33767 - 1020 L?V•v • A ?' H M" 717445 NIXIE 007 1 RETURN TO NOT DEL=IVEF ABLE UNABLE TO BC : 3"758474846 07 12/29/06 SENDER AS ADDRESSED FORWARD ?jt0j'9C3)):i )-03t{{3E 41- `23-+?.7 t3t7t17)?13: l73?41l?12fi?i122? 4 .T w-mil; *...a,? 7i..1?•R-.1a- .?.. _ .. _. ?. ? .?_3.. iil-g- CITY OF CLEARWATER PLANNING DEPARTMENT •!ygrEa???' POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 RECEIVED DEC 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER r W ?? ll_ ??'g J u.6 lib :. to t+ k yEMV.17449 JONES, KATHLEEN M 880 MANADALAY AVE # S-409 CLEARWATER FL 33767 - 1269 ?kl a:37 i40 '1 fib- G' 6''7 1 ?"28/i3b FORWARD TIME EXF RTN TO SEND JONES*KATHLEEN MOIRA 6 CHARLES CT U SADDLE RIV NJ 07450-2402 RETURN TO SENDER I n ilrrrIIrIrrrlIIrIrIrrIrrI rr11rrfill rfill rIrr?rr??rr?r?r?rr) Ir. 74- CITY OF CLEARWATER PLANNING DEPAnaNT PIMP •,, POST OITICE Box 4748 ?I w? a '-'- GL 4a j` f ?' °? O CLEARWATER, FLORIDA 3 3 7 58-4748 a?. •FL 14 METMI7445 HUTCHESON, THOMAS J DELK, RONNIE C c c RECEIVED 1299 SE 65TH CIR , OCALA FL 34472 - 7803 DEC 2 c 2006 PLANNING DEPARTMENT CITY OF CLEARWATER X 322 N1 1 SOS C 76 12/27/06:1 FORW ARD TIME EXP RTN TO SEND :THO MAS HUTCHESON PA 2582 THE MORVEN PARK VILLAGES FL 3 WAY 2182-6390 RETURN TO SENDER x.4 748 PLANNING DEPAKfMENT N I X I•C 0-01? 1 R?`1 URNMP7EATO- ATTE UNADLD TO DC: ''33758474848 I„Ii.„II,i,,,l,l,l,l,?l??I?,ii? CITY OF CLEARWATER '•?97EF,E;?, Posr OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED DEC 2 9 2666 PLANNING DEPARTMENT CITY OF CLEARWATER k m cc AYE, CHRISTOPHER•G H METER-71.7445 BL AKE, LISA M BL 6 PINE PL 166 ARWATER FL 33755 - 1352 CLE 07 12l-0UGJt9S 4 SEMDCR NOT KNOWN FORWARD x0601-01386-22-03 CITY OF CLEARWATER F • PLANNING DEPARTMENT POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ? 3? r1 r M }gad°1MH HL ME; F C" N MrFUM7449 BRUNO, RICHARD GILMORE, SALLY 3322 S OMAR TAMPA FL 33629 - 7639 RECEIVED OCT 2 7 2066 OLANNING DEPARTMENT CITY OF CLEARWATER 1-++111$11111+atir111rltatt fit fill Irlaltilli'lttltlI'll r#!11Th! ••„9TEPE?`, CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 imcc a-Z GLAUDEL, ROBERT S 880 MANDALAY AVE APT 5303 CLEARWATER FL 33767 - 1233 PLANNING DEPARTMENT CITY OF CLEARWATER • `X 33-1 NO i t?bt Y '-0'7 : 2!26/OS FORWARD TIME EXP RTN TO SEND GLAUDEL 1207 W LAKESHORE DR DALTON GA 30720-SISS u U.3 F L M METW17445 f? RECEIVED OCT 2 7 2066 RETURN TO SENDER V,-zKrJ5*7sl47419 IIII II,,,LI„II„1„l„II„I,I,if I CITY OF CLEARWATER i LHLY1VllVG DEPARTMENT .97Ea?;'° POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 Mae k / It IL wF L H METER217445 t .4 ?? RECEIVED AMARO, NICHOLAS AMARO, SABRENA 1105 HOUNDS RUN SAFETY HARBOR FL 34695 - 4466 I* 246SU+4466-qM79D*4740 OCT 2 "7 2065 PLANNING DEPARTMENT CITY OF CLEARWATER X 337 w1 I S$tI5 I 61 121r.-slog FORWARD TIME EXP RTN TO :SEND AMARO 222 POINCIANA LN LARGO FL 33770-2615 RETURN TO SENDER I „ I I , , , 1 I , 1 , , , I , I , I , 1 „ 1 „ 1 , I I I „ I I i I I I I, i I,11„11„1, 1, 1, 11 CITY OF CLEARWATER Q • PLANMG DEPAnaNT ?7ERE?' POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED 'L2 3 2066 PCCjjy OF CLMW TER LUGO Mae U.0U: f t M MUEN727443 s? BUDD, KIRK M BUDD, JENNIFER L 2765 VIA CIPRIANI # 1215A CLEARWATER FL 33764 - 3943 NIXIE 307 :1 RETURN TO ATTEMPTED -- U NABLE TO MC: 33758474048 1, t l i,, , i f, l„t !, 1, l a l„I„I, t l l Q'7 12/27/06 SENDER NOT KNOWN FORWARD ??D9O1-03F395-23_-, ,. it !t)t,il„1„1„1)lilt] ,),t) IRS" y CITY OF CLEARWATER PLANNING DEPARTMENT K9TEF`r' , Pon OmcE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 R[C a F H METM..17445 t J SERT, O D K SERT, ELLA V RECEIVED nF-C 2 7 2006 i `LANNING DEPARTMENT CITY OF CLEARWATER 1468 DRUID RD E CLEARWATER FL 33756.6179 X 3 N1 1 Abt C 07 1.11123106 FORWARD TIME EXP RTN TO SEND RUSSERT'TODD 107 N GLENWOOD AVE CLEARWATER FL 33755-5021 RETURN TO SENDER ::_'-?'? `• ••-•?• ""'°"' ' I„Il,,,ll,l?„LI,{,{„I„I„11,,,1,1„11„I??i„11„I?l,l,?l "`aim CITY OF CLEARWATER R t. c• PLANNMG DEPARTMENT w? f [ [ i r /i r v, u `99TEFiE?° POST ONCE Box 4748 r ,w L H MEM217445 *?? CLEARWATER, FLORIDA 33758-4748 SCOTT, EILEEN 19133 CHEMILLE DR LUTZ FL 33558 - 2845 RECEIVE[ 2000 FORWARD ; IME7EXP I RDTNN TD SEND2'2'js6 • SCOTT 9lANPl?NG DEPARTMENT 3710 DUKE: FIRTH ST aY OF CLEARWATER LAND ® LAKES FL 34638-7886 RETURN TO SENDER 33758%4740 CITY OF CLEARWATER ?. ?' : D a' P cn?Z Luw J Q E NT LniMG ¢nc ' POST ONCE Box 4748 , E • 9 F L 04 LTf449 fv ., . CLEARWATER, FLORIDA 3 3 7 58-4748 LORINO, FRANK ANTHONY LORINO, KELLI 5226 WESTSHORE DR NEW PORT RICHEY FL 34652 - 3040 RFx-CEIVED 2? n? R FORWARD X 337 NO 1 70.55 TIME EXP RTN T 1 07 1:2/ 23/ 08 O SEND t! LORND 2 }-lANO00K RK! 'LAN-NINGDEPARTMENT FRANKLIN MA 02030-42413 CnYOFCLEARWA*ER RETURN TO SENDE R •_.?r??[-FPS r•.,?#•.t:=: _ :??•=?.?1::: 337.58%4748 d. CITY OF CLEARWATER Q PLA14MG DEPARTMENT gTEFE , POST OrTICE Box 4748 CLEARWATER, FLORIDA 337584748 H jr ; 'v w rn . . 71- 9 ti .. CL L.r.D ?3 f J ud ¢oC a a" F 1." H METER: 17445 D?? J TCHERASSI-STARK, ANA MARIA 3225 GIANNA WAY LAND O LAKES FL 34638 - 7824 RECEIVED 2 7 200u TANNING DEPARTMENT 10 ^.ITV OF CLEARWATER 33'P58 :4748 X 337 N 1 1 AOS 1 07 12123/08 FORWARD TIME EXP RTN TO SEND TCHERASSI 3663 DALLASTONE OR LAND 0 LAKES FL 34638-9070 RETURN T6 SE))NDEttR 11 ){II IDDjj I'll 11)'161111111) 1}III1D1D1D?ll?l11?1!'DI 111 a Clearwater U • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MYCLEARWATER. COM December 12, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 901 ELDORADO AVE (FLS2006-11065) To Surrounding Property Owners: As a property owner within 500 feet of 901 ELDORADO AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Application to permit two detached dwellings on separate lots within the Low Medium Density Residential (LMDR) District with reductions on Lot 1 to the front (south) setback from 25 feet to 15 feet (to building), the front (east) setback from 25 to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet (to building); and with reductions on Lot 2 to the front (east) setback from 25 feet to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet under the provisions of Section 2-203.B of the Community Development Code. On January 04, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be January 04, 2007. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2667 orJustyna.Buszewski@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on January 04, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. cerely yours, Justyna Buszewski Planner I Letter of Notification - FLS2006-11065 - 901 ELDORADO AVE • `Clearwater U December 12, 2006 0 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 901 ELDORADO AVE (FLS2006-11065) To Surrounding Property Owners: As a property owner within 500 feet of 901 ELDORADO AVE, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Application to permit two detached dwellings on separate lots within the Low Medium Density Residential (LMDR) District with reductions on Lot 1 to the front (south) setback from 25 feet to 15 feet (to building), the front (east) setback from 25 to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet (to building); and with reductions on Lot 2 to the front (east) setback from 25 feet to 15 feet (to building), and the front (west) setback from 25 feet to 15 feet under the provisions of Section 2-203.B of the Community Development Code. On January 04, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be January 04, 2007. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2667 orJustyna.Buszewski@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at,. or prior to, the Development Review Committee meeting on January 04, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. cerely yours, Justyna Buszewski Planner I Letter of Notification - FLS2006-11065 - 901 ELDORADO AVE REGATTA BEACH CLUB ` SPRING, BRAD CONDO ASSN 1412 NANCE AVE 2930 BISCAYNE BLVD TAMPA FL 33606 - 3130 MIAMI FL 33137 - 4122 BROCCOLE, CARMINE BROCCOLE,PASQUA 1 PEACEABLE CT THORNWOOD NY 10594 - 1199 MAKHOLM, MARC MAKHOLM, MONICA M 5212 REFLECTIONS BLVD LUTZ FL 33558 - 9023 BRIGGS, PHILOMENA BODIFORD, JOSEPH 18 PEREGRINE GROVE BODIFORD, DIANE BRAMPTON ON L65 4B6 00030 - 5414 GARDEN ARBOR DR CANADA LUTZ FL 33558 - 9098. MUHS-PANTON, SOPA-JULIE 880 MANDALAY AVE # C 215 CLEARWATER FL 33767 - 1245 ARTHUR, VICKI C ARTHUR, WILLIAM F 4407 WOODMERE RD TAMPA FL 33609 - 3725 SCHAETZ, GERALD T SCHAETZ, MARILYN 343 E LE CAPITAINE CIR GREEN BAY WI 54302 - 5160 LOR1NO, FRANK ANTHONY LOR1NO, KELLI 5226 WESTSHORE DR NEW PORT RICHEY FL 34652 - 3040 MIDKIFF, THOMAS MIDKIFF, KATHRYN M 19226 FISHERMANS BEND DR LUTZ FL 33558 - 9737 HOLMBERG, B G 880 MANDALAY AVE # C-401 CLEARWATER FL 33767 - 1213 KOSHARSKY, THOMAS J WOLFE, JEANNE I 539 SAWANNEE CIR TAMPA FL 33606 - 3830 RUTKOHRSKI,THADDEUS RUTKOHRSKI, BOZENA 81 HANDY RD ELMA NY 14059 - 9433 DAIL, VIRGINIA L THE 880 MANDALAY AVE # C-307 CLEARWATER FL 33767 - 1211 PAWLOWSKI, KENNETH E PAWLOWSKI, JANE M 1091 SONOMA CT LONGWOOD FL 32750 - 2920 TURBEVILLE, LISA TURBEVILLE, ALAN CRAIG 12905 VICKSBURG DR TAMPA FL 33625 - 4129 RYAN, MARLENE J 2642 OUNDEE ST TAMPA FL 33629 - RUDOLPH, ROHAN V DZIUBEK, MAGDALENA B 7216 DONNEEFORD RD WAKE FOREST NC 27587 - 8026 FEENKER, RICHARD 9825 BAYVIEW AVE JACKSONVILLE FL 32208 - 1577 AMARO, NICHOLAS AMARO, SABRENA 1105 HOUNDS RUN SAFETY HARBOR FL 34695 - 4466 DECKER, THOMAS 451 W 48TH ST # 5W NEW YORK NY 10036 - 1264 SCARANTINO, CHARLES A JR 2506 ARBORWOOD DR VALRICO FL 33594 - 5735 CANNICI, RICHARD B CANNICI, MARY 24 PASTURE CT LEDGEWOOD NJ 07852 - 2138 COLOMBO, TERESA 880 MANDALAY AVE # C-308 CLEARWATER FL 33767 - 1211 O'FARRELL-BOLTEN, MARJORIE R 6605 MID PL TAMPA FL 33617 - 3833 MULLIS, HAROLD W JR MULLIS, ANNE. 2 TACONIC TRL HARRISON NY 10528 - 1814 HUNTER, ADRIENNE L HUNTER, CHARLES W 225.1 N PILOT PT CRYSTAL RIVER FL 34429 - 5210 RUDDELL, JOSEPH RUDDELL, BARBARA 10104 103RD AVE # 1401 EDMONTON AB T5J OH8 00030 - CANADA FACHTMANN, DURENDA 880 MANDALAY AVE # 412 CLEARWATER FL 33767 - 1242 MULVEY, WILLIAM A 880 MANDALAY AVE # 413 CLEARWATER FL 33767 - 1242 NESBITT, WILLIAM 158 S LOCUST DR CONNERSVILLE IN 47331 - 9673 FRAYCHINEAUD, JEFF S FRAYCHINEAUD, HELEN B 6507 EASTSIDE DR NE TACOMA WA 98422 - 1109 WIARD, WILLIAM 880 MANDALAY AVE # C-503 CLEARWATER FL 33767 - 1214 DUNCAN, JAMES M THE DUNCAN, JANE M THE 959 SYMPHONY ISLES BLVD APOLLO BEACH FL 33572 - 2737 COOGAN, LAUREN W 2779 CAPWOOD LN CLEARWATER FL 33761 - 3205 WINN, RICHARD K SELMANOVSKI, BESNIKE DICKSON, ROBERT E JR WINN, CYNDI S 4305 BETHESDA RD DICKSON, JOANNE L 2798 HYDE PARK PL STOUFFVILLE ON L4A 7X5 1646 E LAKE WOODLANDS CLEARWATER FL 33761 - 1815 00030- PKWY CANADA OLDSMAR FL 34677 - 1968 BEKIRI, VASKO PERKINS, MARIA P MARKS, IRWIN J BEKIRI, PEMBE 14014 MIDDLETON WAY MARKS, DAWN D 431 PALM ISL NE TAMPA FL 33624 - 2541 880 MANDALAY AVE # C-513 CLEARWATER FL 33767 - 1933 CLEARWATER FL 33767 - 1215 PATTERSON, KIMBERLY D BURNS, TRACI L YOUNG, TAMMY M 834 LANTANA AVE BURNS, STEPHEN M SHOEMAKER, JOHN CLEARWATER FL 33767 - 1323 202 LAKE BRANT DR 2934 W KNIGHTS AVE LUTZ FL 33548 - 4501 TAMPA FL 33611 - 1622 CAVANAUGH, KAREN SINGER, JOHN PRESCOTT, LORI 916 S GEORGE MASON DR SINGER, DEBRA D 1130 CLEVELAND ST STE 210 ARLINGTON VA 22204 - 1557 2 ADMIRAL CT CLEARWATER FL 33755 - 4861 NORWALK CT 06851 - 1429 RUISI, DIANE M SMITH, ROBERT S PADRON, ARMANDO 16210 BRECKINMORE LN SMITH, JACQUELINE E PADRON, ANGELICA TAMPA FL 33625 - 1004 16709 BEREA DR 3206 BEACH ST ODESSA FL 33556 - TAMPA FL 33607 - 2161 BAIRD, ELAINE M SCHEPPS, ADAM DREW MARTIN, JOHN P 880 MANDALAY AVE # C-611 SCHEPPS, JENNIFER ANN LOPEZ, JANET L CLEARWATER FL 33767 - 1254 3510 N SAN MUGUEL ST 4116 CAUSEWAY VISTA DR TAMPA FL 33629 - 7006 TAMPA FL 33615 - 5416 JUSTER, SANDRA TUTTLE, DOUGLAS A THE LUCAS, GEORGE E JUSTER, FLOYD TUTTLE, SANDRA L THE LUCAS, DEBORAH J 4922 LYFORD CAY RD 5102 HOMER AVE 856 SUMMIT AVE TAMPA FL 33629 - 4829 TAMPA FL 33629 - 7523 FRANKLIN LAKES NJ 07417 - 1211 DENISCO, DANIEL L GIGANTE, JEFF MC SHANE, MARGARET ANN 7617 LAKE CYPRESS DR 1015 S HOWARD AVE 3626 BELCHER DR ODESSA FL 33556 - 1804 TAMPA FL 33606 - 2431 TAMPA FL 33629 - 8225 POWELL, BARBARA N POWELL, JAMES W 3043 SAMARA DR TAMPA FL 33618 - 4305 GOEL, VINEET GOEL, GRETCHEN 2114 LAKE DR WINTER PARK FL 32789 - 2840 ISKOWITZ, PETER 819 NORMANDY TRC TAMPA FL 33602 - 5762 LATTNER, DAVID L LATTNER, VANESSA R 4607 W VASCONIA ST TAMPA FL 33629 - 8329 MITCHELL, JOHN C MITCHELL, DENNIS 3929 AMERICANA DR TAMPA FL 33634 - 7405 CASTOGROVANNI, LUKE 9011 S NATOMA OAK LAWN IL 60453 - 1466 PADRON,ALBERTO 6818 E CREEK DR TAMPA FL 33615 - 2710 MANDALAY 907 HOLDINGS INC 1721 RAINBOW DR CLEARWATER FL 33755 - 6534 BRUNVAND, BJORN E 615 TURNER ST CLEARWATER FL 33756 - 5314 BENDER, MARY C 16210 BRECKIN MORE TAMPA FL 33625 - 1004 GITTENS, CHRIS 880 MANDALAY AVE # C-713 CLEARWATER FL 33767 - 1255 LAVALLEE, KENNETH LAVALLEE, CELIA PO BOX 17915 TAMPA FL 33682 - 7915 MAJERSKI, DARIUS MAJERSKI, BARBARA 11 HEMLOCK DR GRAND ISLAND NY 14072 - 3316 MAYRO, JULIAN MAYRO, ROSARIO F 1134 DEVON RD JENKINTOWN PA 19046 - 3013 MC CLURE, MARK A MC CLURE, SARA 3011 W SAN RAFAEL TAMPA FL 33629 - 6024 GREEN, HERBERT GREEN, SHARI 6536 CENTRAL AVE ST PETERSBURG FL 33707 - 1330 MAJERSKI, DARIUSZI MAJERSKI, BARBARA 11 HEMLOCK DR GRAND ISLAND NY 14072 - 3316 ALONSO,KENNETH ALONSO, LUZ 6301 CANDLEWICK CT SYKESVILLES MD 21784 - 8115 AMIDIMEHR, ALI 818 HIGHLAND AVE DUNEDIN FL 34698 - 4954 MARTIN, AGUSTIN A MARTIN, DIANA PATRICIA 4635 WESTFORD CIR TAMPA FL 33618 - 8357 SACKS, ROBERT A SACKS, ANNE 14951 ALTATA DR PACIFIC PALISADES CA 90272 - 4448 MAYRO, RONALD MAYRO, URSZULA 331 W LANCASTER AVE ARDMORE PA 19003 - 1403 MITCHELL, DALE W 655 W IRVING PARK RD APT 4105 CHICAGO IL 60613 - 3198 COSTA, MARDI M 2520 CENTENNIAL FALCON DR VALRICO FL 33594 - 6309 TUCCI, DANIEL J JR TUCCI, JANIS C 1144 DANIELS FARM RD TRUMBULL CT 06611 - 2651 MOTTA, MICHAEL A GONCALVES, SONIA 880 MANDALAY AVE # C909 CLEARWATER FL 33767 - 1256 CHANG, ERIC 276 EAGLEVIEW PL NEWBURY PARK CA 91320 - 3250 SCHEPPS JOINT REV TRUST KATZEFF, RICHARD H REBEIN, PAUL W 5893 NW 124TH WAY KATZEFF, ELISA O REBEIN, STEPHANIE L CORAL SPRINGS FL 33076 - 3489 1538 LOCKMEADE 3632 BERGER RD OLDSMAR FL 34677 - 5121 LUTZ FL 33548 - 4703 • 0 FELTON, MICHAEL A FELTON, MARIA B 101 SAFARI CIR CARENCRO LA 70520 - 5237 MERKEL, KRZYSZTOF MERKEL; HANNA 11 MARSHALFIELD CT GETZVILLE NY 14068 - 1367 SANFORD, STACIE 1503 NANCE AVE TAMPA FL 33606 - 3131 PITSOULAKIS, SPIRIDON E 4930 MELROSE AVE TAMPA FL 33629 - 5416 DRYJSKI, MACIEJ DRYJSKI, HANNA 280 QUAIL HOLLOW LN EAST AMHERST NY 14051 - 1634 BLACKER, STANLEY 28813 US HIGHWAY 19 N CLEARWATER FL 33761 - 2583 LARGAY, REBECCA POWELL, MELISSA 1 N DALE MABRY HWY STE 1100 TAMPA FL 33609 - 2760 OSTROWSKI, JOZEF OSTROWSKI, RENATA 880 MANDALAY AVE # C1209 CLEARWATER FL 33767 - 1209 DURNING, LUCINDA J 825 S BOULEVARD TAMPA FL 33606 - 2904 BERGER, RONALD C BERGER, ROXANNE G 2200 KENT PL CLEARWATER FL 33764 - 6623 HESS, MICHAEL A HESS, DONALD 880 MANDALAY AVE # C-1009 CLEARWATER FL 33767 - 1207 SECHOVEC, LINDA 4800 DANUBE NE ALBUQUERQUE NM 87111 - 2721 ARCABASCIO, MICHAEL J 880 MANDALAY AVE # C-1104 CLEARWATER FL 33767 - 1208 RUTKOWSKI, THADDEUS C RUTKOWSKI, BOZENA M 81 HANDY RD ELMA NY 14059 - 9433 JOHN, CHRISTOPHER 239 S LA CIENEGA BLVD STE 203 BEVERLY HILLS CA 90211 - 3319 PITSOULAKIS, NIKOLAOS E PITSOULAKIS, SPYRIDOYLA L 7419 FLAMEWOOD DR CLARKSVILLE MD 21029 - 1820 WASSERMAN, DAVID M WASSERMAN, SANDIA GENERAL DELIVERY MENDHAM NJ 07945 - 9999 NODEV L L C 4506 WISHART BLVD TAMPA FL 33603 - 2827 JOSEPHSON, ADELE 880 MANDALAY AVE # C-1007 CLEARWATER FL 33767 - 1207 LUGO, VICTOR M 96 KEMMERSON RD EASTFORD CT 06242 - 9477 KELLY, MARY 4925 NEW PROVIDENCE TAMPA FL 33629 - 4814 STELZER, CURTIS ROBERT 880 MANDALAY AVE # C-1107 CLEARWATER FL 33767 - 1208 GENAU, MICHAEL C GENAU, SANDRA K 94 COLONY CRSG EDGEWATER MD 21037 - 2753 ROAZZI, VINCENT 21 RED FOX DR NEW HOPE PA 18938 - 9664 GOMES, ANTHONY 1237 HIGHWOOD PL ZEPHYRHILLS FL 33543 - 6761 PITSOULAKIS, SPIRO PO BOX 23282 ST PETERSBURG FL 33742 - 3282 MEDGEBOW, ALLEN MEDGEBOW,,MARGARET 14812 ST IVES PL TAMPA FL 33624 - 2617 HOFFMAN, MICHAEL WASIKOWSKI, SCOTT LONGFELLOW, CHRISTINE A HOFFMAN, BRONWYN WASIKOWSKI, LEANNE LONGFELLOW, ROLAND K 11929 WANDSWORTH DR 3515 CORD. GRASS DR 14183 WADSWORTH DR TAMPA FL 33626 - 2612 VALRICO FL 33594 - 9254 ODESSA FL 33556 - 4303 SCHULTZ, MARILYN D 1121 GRANADA ST CLEARWATER FL 33755 - 1037 PALERMO, PETER N PALERMO, DELIA 1602 MAGDELENE MANOR DR TAMPA FL 33613 - 1911 DE FRANCO, ROBERT A 14651 CORKWOOD DR TAMPA FL 33626 - 2335 LESTER, MARY L 2611 W PARKLAND BLVD TAMPA FL 33609 - 5352 EBERLE, LARRY R EBERLE, MALGORZATA 880 MANDALAY AVE N # 207 CLEARWATER FL 33767 - 1242 NEAVIN, GENE W 82 CRANFORD RD BLACKWOOD NJ 08012 - 1832 BILGUTAY, ILHAN M 880 MANDALAY AVENUE # N- 213 CLEARWATER FL 33767 - 1259 DONMAR PROPERTIES L L C 3146 HERON SHORES DR VENICE FL 34293 - 1408 BACON, KELLY S 880 MANDALAY AVE N # 307 CLEARWATER FL 33767 - 1242 DOCOBO, LYNN M DOCOBO, ALBERT N 10405 CARROLL COVE PL TAMPA FL 33612 - 6531 FEASTER, THOMAS E 7301 CANAL BLVD TAMPA FL 33615 - 5601 SWIRBUL, RICHARD C LUTZK, LOIS J 2513 W MARYLAND AVE # B TAMPA FL 33629 - 6203 ASSAD, WILLIAM ASSAD, FATEN 4926 BAY WAY PL TAMPA FL 33629 - 4834 ADAN, JOSEPH I 880 MANDALAY AVE N # 209 CLEARWATER FL 33767 - 1242 HAGANS, WILLIAM J HAGANS, JENNIFER L 1902 ARGILE DR DUNEDIN FL 34698 - 3203 DOUGLAS, JOHN DOUGLAS, PAULA S 65 MANSFIELD ST BRAMPTON ON L6S 2X9 00030 - CANADA BREDHOFF, JACQUELINE 187 TIMBER BROOK LN PENFIELD NY 14526 1133 QUISH, DAVID M SANTOS, KEILA S 7509 DUNBRIDGE DR ODESSA FL 33556 - 2271 DOWDELL, JAMES C DOWDELL, TERESA 4981 QUILL CT PALM HARBOR FL 34685 - 4601 DONNELLY, RICHARD 880 MANDALY AVE # N-113 CLEARWATER FL 33767 - 1258 SCOTT, EILEEN 19133 CHEMILLE DR LUTZ FL 33558 - 2845 AYERS, ROBERT D AYERS, CORRINE ELIZABETH 16336 HEATHROW DR TAMPA FL 33647 - 2641 GAUGLER, VINCENT H GAUGLER, BRENDA N 25008 HYDE PARK BLVD LAND O LAKES FL 34639 - 6305 BILGUTAY, ILHAN M 880 MANDALAY AVE # N-213 CLEARWATER FL 33767 - 1259 GERACE, FRANCIS P GERACE, ROSEMARY T 9509 MALLORY RD NEW HARTFORD NY 13413 - 3819 EHRLICH, ANNE 16655 BRIGADOON DR TAMPA FL 33618 - 1042 KORSUNSKY, IOSIF KORSUNSKY, ZHANNA 121 N LAKEVIEW DR HARRISBURG PA 171 10 - 3988 LAKER, RONALD E GUACH-SEARCY, NANCY GONZALEZ, STEVEN 100 S ASHLEY DR STE 2000 SEARCY, WILLIAM M GONZALEZ, JANIZE M TAMPA FL 33602 - 5311 880 MANDALAY AVE 4924 W BAY WAY PL CLEARWATER FL 33767 - 1242 TAMPA FL 33629 - 4834 0 • MORRISON, SCOTT 880 MANDALAY AVE # N-401 CLEARWATER FL 33767 - 1224 SUMINSKI, RICHARD W 2639 TIMBERGLEN DR WEXFORD PA 15090 - 7562 DEL TORO, MIGUEL H DEL TORO, NATASHA N 943 SEDDON COVE WAY TAMPA FL 33602 - 5705 LAROSA,CAROLYN LAROSA, BARBARA 2525 WATERFALL DR SPRING HILL FL 34608 - 4653 IVANOV, BORIS IVANOV, GALINA 37186 HARVEST DR AVON OH 44011 - 2801 OXENBERG, STEVEN OXENBERG,NANCY 71 TWIGKENHAM DR RICHBORO PA 18954 - 1406 TINDELL, MARC S TINDELL, DIANE 4302 SOUTH PARK DR TAMPA FL 33624 - 3417 BENEVILLE, CAROLINE BENEVILLE, GERALD P 1001 INDIGO RUN CT BROOKSVILLE FL 34609 - 9684 GWOZDZ, JULIE A 880 MANDALAY AVE # N601 CLEARWATER FL 33767 - 1243 AYOUB, ADEL H AYOUB, ELIZABETH 399 WILSHIRE CT VALPARAISO IN 46385 - 7709 MALLOY, DONNA 880 MANDALAY AVE # N-405 CLEARWATER FL 33767 - 1224 DECICCIO, ANTONIO TERZO, CHRISTINA 10623 TAVISTOCK DR TAMPA FL 33626 - 1717 PRIZIO, DAVID KUNZELMAN, EDWARD 250 RIVERSIDE CHILLICOTHE OH 45601 - 2611 KICEINA, DONALD M KICEINA, TERESA A 3188 LAKE PINE WAY S APT E2 TARPON SPGS FL 34688 - 6536 O'NEILL, THOMAS O'NEILL, EVA 5044 WESLEY DR TAMPA FL 33647 - 3206 BURIC, MICHAEL A BURIC, MICHELLE R 3830 AMBASSADOR DR PALM HARBOR FL 34685 - 1070 BRISSETTE, ROBERT F BRISSETTE, BARBARA A 24-1910 PEMBINA HWY WINNIPEG MB R3T 4S5 00030 - CANADA KALEO, JOHN D SR 880 MANDALAY AVE # N-602 CLEARWATER FL 33767 - 1243 LUNGARO, DOMINICK 880 MANDALAY AVE # N-403 CLEARWATER FL 33767 - 1224 LAINE, TERRI 607 DANUBE AVE TAMPA FL 33606 - 3917 BAKER, DARRYL L BAKER, MARGARET M 3077 VALENCIA LN E PALM HARBOR FL 34684 - 4051 KORMENDI, ROGER CHARLES 1025 CONNECTICUT AVE STE 308 WASHINGTON DC 20036 - 5424 LATEK, STAN LATEK, FRANK 521 MANDALAY AVE APT 606 CLEARWATER FL 33767 - 1794 S'TORZ, ELAINE C MARKS, FRANKLYN L 880 MANDALAY AVE # N 507 CLEARWATER FL 33767 = 1225 BURNLEY, RICHARD B 3039 CAMBRIDGE POINTE DR ST LOUIS MO 63129 - 6613 NOWIK, ERIC T TRUST 885 E LONGWOOD DR LAKE FOREST IL 60045 - 4056 INDERWIES, CLAIRE T 2228 WARWICK DR OLDSMAR FL 34677 - 1952 MC MANUS, CHARLES D BARNESS, JOSEPH M SLADE PROPERTIES L L C MC MANUS, ALICE B 880 MANDALAY AVE 4011 CEDAR CAY CIR 17 THE FELLSWAY CLEARWATER FL 33767 - 1242 VALRICO FL 33594 - 8225 ASBURY PARK NJ 07712 - 3261 0 0 RAMPT, BRADFORD D RAMPT, PATRICIA A 2606 CARROLL LAKE ST TAMPA FL 33618 - 4002 LA BIANCA, CARMEN LA BIANCA, JACQUELINE 868 BAYWAY BLVD # 204 CLEARWATER FL 33767 - 2634 CHEUNG, SOUHON 305 RIVERSIDE DR # 8B NEW YORK NY 10025 - 5214 GLENN, RICHARD W GLENN, DEANNA J 30 GREENHAVEN CT OLDSMAR FL 34677 - 4809 LUX, STEVEN LUX, JULIE 6212 BAYSHORE BLVD # A TAMPA FL 33611 - 5013 DRYJSKI, MACIEJ DRYJSKI, HANNA 280 QUAIL HOLLOW LN EAST AMHERST NY 14051 - 1634 WILSON, EDWARD 880 MANDALAY AVE # N-802 CLEARWATER FL 33767 - 1228 YVES, STANOJLOVIC RAYMOND, LOUISE M -1168 MACPHERSON DR WEST CHESTER PA 19380 - 3814 BORELL, BARBARA RASH, ALAN 17413 EQUESTRIAN TRL ODESSA FL 33556 - 1847 MISLER, WAYNE M LIVING TRUST MISLER, WAYNE M THE 880 MANDALAY AVE # N-814 CLEARWATER FL 33767 - 1263 O'REILLY, TERRY 880 MANDALAY AVE # N-610 CLEARWATER FL 33767 - 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President Jay Keyes CURRENT OWNER 917 MANDALAY AVE CLEARWATER FL 33767 - 1130 VALONE,C M VALONE, NANCY C 920 BRUCE AVE CLEARWATER FL 33767 - 1119 POULAKIS CHRISTINA S 921 MANDALAY AVE CLEARWATER FL 33767 - 1130 KRITIKOS, TINA A REVOCABLE LIV KRITIKOS, TINA A THE 3216 WEST VICTORIA ST CHICAGO IL 60659 - 3624 VAN BEMMEL, MARIA E 875 LANTANA AVE CLEARWATER FL 33767 - 1125 N I M A HOLDINGS INC 400 EDDYSTONE AVE TORONTO ON M3N 1 H7 00030 - CANADA CAGGIANO, ANTONIO CURRY-CAGGIANO, LESLIE 910 LANTANA AVE CLEARWATER FL 33767 - 1126 LENDINO, RICHARD TRISTANCHO, MARIA 115-13 14TH AVE COLLEGE POINT NY 11356 - 1518 KOVACH, LOUIS S JR WEHINGER, BARBARA J 878 LANTANA AVE CLEARWATER FL 33767 - 1124 JONES, RONNIE G JONES, RITA M 877 LANTANA AVE CLEARWATER FL 33767 - 1125 LEHAN, LLOYD D III LEHAN, KIM T 909 BRUCE AVE CLEARWATER FL 33767 - 1118 - 901 Eldorado Avenue JB FLS2006-11065 /y G T E R '?Jl `?PFCL C 174-8vLARNATEP}LORIDA 33758-4748 : t.?I IPAL SERVICES :SuILDI ,'G, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33 756 TELEPHONE (72-7) 562-4567 FAx (727) 562-4865 May 24, 2007 Mr. John Tsoulfas 943 Narcissus Avenue Clearwater, FL 33767 RE: Development Order regarding case FLS2006-11065 at 901Eldorado. Dear Mr. Tsoulfas: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 4, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to construct two detached dwelling units on separate lots within the Low Medium Density Residential (LMDR) with reductions on Lot 1 (901Eldorado Avenue) to the front (south) setback from 25 to 15.16 feet (to building), the front (east) setback from 25 feet to 20.5 feet (to building), and the front (west) setback from 25 feet to 17.08 feet (to building); and with reductions on Lot 2 (905 Eldorado Avenue) to the front (west) setback from 25 feet to 15 feet (to building), under the provisions of Section 2-203.13 of the Community Development Code. The DRC recommended APPROVAL of the application under the following bases and conditions: Bases for approval: 1. The proposal complies with Flexibility criteria for detached dwellings under the provisions of Section 2-203.B.; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions for approval: 1. That all fences and walls be permitted separately; and 2. That the final design and color of the building be consistent with the elevations submitted to the DRC. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the revised site plan date received April 27, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (May 24, 2008). All required V =.rA!K HIBBAR;, 114AYOR i.S. JOHNSON, COUNCILIvEEMBER -U CARLEN A. PETERSEN, COUF!CI MEMBER AND.AFFLRA9t+.Ti /E ACTION EMPLOYER" certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Justyna Buszewski, at 727-562- 4567x2667. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, Michael Delk, AICP Planning Director Scl-.S r~ooC- llG6~ ADDRESS: XXX MANDALAY IJRIVE - ~ ~ ~ T S~CT~D.~T: 5; ` ~'0 W.~S~ILP ~9 SO UT.~; RANGE: 15 .~~:ST CLEARWATER .BEACH, FLORIDA. 1 ~l FlR 5/8" NW CORNER nor a, e~ocK 4s BRUCE AVENUE - - - 60'R/W - - ~ ~ _ ,g ~ o° ~ SOUTH 7 ~5,40'(M) C , _ SOUTH' 115.00'(C) n \ ~ 99.64,~M~ ;1 _ 5'CSW 100.00 P ~ 1~ o ~ ~ o ZO . ~ 100.00'(P) i LB 6947 .I=CM 4X4 FCM' ~ ~ 10D.56 (M) FCM 3X3 Q~ - ~ ~ - 3~ 1 - ~i", ~ - ~ NE CORNER F/R 5/8" LOT 2 LESS -THE ~ LOT 1 AND THE SOUTN FCM 4X4: ` ~ SOUTH 14.20 FEET LOT 4, °t BLOCK 20 °i rn I 74.20. FEET. LOT 2 ~ W CORNER BLOCK 20 ~ u, iv ~ BLOCK 20 rn LOT 2, w ~ BLOCK 19 5104 SQUARE FEETf I 5307 SQUARE FEETf v , 40.0', 15. 5.8' S.2' S. 7 ' ~ 44.0' 15.1 ' . ~ . i LOT 4 ~ ~ o ~ ~ O ~ PROPOSED V ~ ~ _ W~ o ~ Q. PROPOSED ? I BUILD/NG ENVELOPE J I z o v ~ ~ ° ~N ~ m ~ BUILDING ENVELOPE o ~p~ ~ ~ ~ ~ Q ~ ~ ~ ~ m ~ Q ~ ~ m ~ 'o o ~ I o ~ ~ ~ ~ ~n o ~ ~W o z o ~ ~ ~ _ ~ - o ~ 4 Ia z . I - 44.0' 15. _ ~ 15.1 , ~ o, i N _ _ a SE CK a~ ~ Z ~ ~ 5.2' 40.1, 5. 1 ' L ~ ~ 15' TBA M ~CM 4X4 i .,LOT 3 n ' ~ f ~ _ ~ ~ ~'ll~~ N~pr~~ l~ tnrAft~O ~ ~ F ~¢X4 I 6P K ~ Z~, / ~5 LB 6947 ~ ~I~~~ SIl'E PLA9~ APP~~~ED _ CASE # FL5 ~00~-//0 _ _ - - ~~l ~g $a o ~Pl s CASE TYPE DRC DATE ~ y~ D-~ . CDC DATE : ` . . 51GNAT R - ; . , $p o ~cM ~X~ ~F ~~R. ~0 20 EI~D NE ~IRC~E~ DATE ~ , . : _ . _ ~ ~ ~ ~ ~ ~ _ - _ . u~ . ~ p ~ 1 .,..d ~I~d ~ P~ ~ESSAM ; g~~ 2 /'~Sp'R/W CE~TIFIGATIOIVS: l~ T D j~: CUR NO. RADIUS DELTA ARC UR V~ l A U L ~ ' ~ JOHNS TSOULFAS ARC.- TANGENT CHORD CHORD. BEARING LEGAL ~ESCRIPTIa1V: j 9 350.00' 79°55 38" 727.73' 12.1.73' 6.1.49' 12 ~.12'(C), S.18` ~ 7'07"E..(C~ ` LOT 1;~ 2, BLOCK 20,. MANDAtAY SUBDIIl1SION, AS RECORDED IN ~ ELEIiATIONS SHOWN HEREON ARE IN PARENTHESIS AND BASED ON 9988 NAI/D. 1 ~ 9.62'(M) N: ~ T 19'23 "W (M~ ~ PLA T BOOK 14; PAGES 32-35, ACCQRDING TO. THE PUBLIC. RECORDS OF PINELLAS COUNTY, ,FLQRIDA.. ~W FLORIDA BEI~ICHMARK ll~ICe A =ARC ~E~ENO: ~FJLE JVD. 06-1862A REVI:SJCONS CER TI ~1 C/~, TI CON.; CONC. =CONCRETE FCM =FOUND CONCRETE ELF =LOWEST LIVING FLOOR i FLOOR PJ = POJJUT OF JNTERSECTJOJV 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER - . SURVEYED BY ` J;) MK RESPONSIBLE CHARGE AND MEETS THE MINIMUM ~ ~ ~ ~ BM =BENCH MARK CSW =CONCRETE SIDEWALK MONUMENT M -MEASUREMENT PP = POWER POLE TECHNICAL STANDARDS AS SET FORTH BY THE 80ARD OF N D PROFESSLONAL 'SURVEYOR sRC = eEaRiNC D~=-DEED FH =FIRE HYDRANT MN =MANHOLE n _ _ _ CBS= CONCRETE BLOCK~S70000 nc nonin~ncc rnccn~cnir PROfESSlONAL. LAND. SURI/EYORS 1N CHAPTER 61G17-6 Of, R = RADIUS DRAWN BY WDB Z.J. THE FLORlDA'ADMINISTRATI~E CODEmPURSUANT TO SECTION , nrn nrr rnnar nrnr rronnn-, r,~~ ~r.r„r 1298 LAKEVIEW ROAD . PH, (7z7~ :298-0286 CALL =CALCULATED 1`ll..lL.'" I- If HP FOUND IRON PIPE Uhrr = UVtnneHU r'Uwen Lltve -K LllVt Jll _ Jt l lr U1V 1'll"'C ) rig ucv yr artc ravmun arHrurco rvvr vHUU vrrrrrvur EPP EDGE OF PAVEMENT CLEARWATER, FL. 33756 FAX# (727) 461-0696. CHB CHORD BEARING FIR -FOUND IRON ROD P PLAT SIR SET IRON ROD WITH CAP # 6947 DATE DRAWN 10-23-06 3 : SIGNATURE AND EMBOSSED WITH SURVEYOR SEA CH = CHORD EOW = EDGE. OF WATER FN =FOUND NAIL UE = UTILITY EASEMENT DATE SURhEYED, VATURE . 4 AUTHORIZATION NO: .LB: 694.7 PC POINT OF CURVATURE CLF = CHAIN. LINK FENCE FCC FOUND.. CROSS CUT FPP = FOUND PINCH P1PE c> PCP = PERMANENT CONTROL POINT WB -WATER BOX Io Z, o~ ITROL POINT WF _ WOOD FENCE FLOOD ZONE.- AE (E11) N0; 125096-0102G` DATE.:09 03=03 M, c MAYER PLS # 4 oArE r I - ~ ~ . ~ I ~ , I ~I ~o~. ~ ~b ~q~~ ------I------------- ~ ~ - II : ~ ;o i c I, .4 v ' ~ ~ ' , ~ a,.~ j ~ ~b ~ ~ b i `.O ~ I z I, w ~ ~X STING 51D WALK D WALK ~ w ~ ~ ~ ~ ~ .~N~ TO REMAIN ~ ~ W ~ I ~ O U ~L o ~.~0 ~ ~ a+ - c o . i w ~ a TREE TO - p R r REMAIN ~ o I ~ y i - 0 ~ ~ q .:I I FU+ ~ U 0 i I N i ry ~ I ~ PROp05~D ' ' o R 5 BG - -t3 - - - _ _ '-2 `i%2" I I ~ NSW: LOCATION r ~ ~,w0„ q~~ ~I . i I I ~ O>= 51DEWAL~ ~ ® I m I ~I I I - ~b I 0 . I N - I I ~ . I ~ ? ~ ~ ' G p. 1R . . Gip, ~1R • a~ I I ~ , pq _ f i r I 0 I I ~~04 ~ . ~ ~ I I. I ; f, ~ ,a ~ .a b ~E; I. 1 ~ a o b ~ I TRH To ~ TR~~S To = - ~ I ~ - - 0 T . . RAM IN e B~ 12~MOVEn .VII I _ :;'d'am q ' ~ ~ b" I ~ . I i w ? ~ 8 I _ ~I I I I d ~ W ~ ~ i ~I, I N I ~ I TR~~ TO I ~ ~ 3 ~ c I ~ > ~ REMAIN o l ~ ~ I ` ~ ~ W ~ - c~ I I ~ ~ ~ ~ I O I , - I - . ~ o I ~ h// * m y q q I ~I _ 1 - ~ EXISTING c ~ ; ~ ~ I o ~ WATER M~T~R ~ ' m° o I w I ~ol GK - I ,~L~ 5~ d' t ONE T.R~ES ~ I - , J- . - I , , t-- V H ~ ~a~ ~ q ~ - . ~ .i a i ~ l ~ ~ 9 ,t. e - ~ I ~ ~ I ~ ~ { r. ~ ~v~. . ~ - ~t ~ n a. • ~ , Z I . , rCI O U 'J''E ~ i ' t~ ~ ~ ~ / ` J l ~ `moo ~ b~ d ~ V l v p ~ Q ~ ~ TR~~ TD ~ I o~~ ~ I a v ~~.G ~ REMAIN ~ ~ G„/ p ~ ~tti4 q 'd Ca ~ ~ . ~ , - EXISTING ! ~ ~ . o~ , EMI ~ ~ _ , ~ RECLAIMED l , vt v ~ ~ l1 ~ 1~ WATER LINE ~ ° V ~ _ _ _ 1 c , V / ytil ~ 1~ ~ . • ~ 7 ~ / ' ~i " / " ~ xa ~ ~p6SIGly . ~ ' a~~ PN IT3 ~ : . . ~~Ofi~TH - - ~ _ / . Q W !!4 „ r r r . - - ' ' / . ~ls~/ b~la3Wd a a a N - _ ~ _O M N ~~~-er ~ s ~-o ~ ~ ~ . ~ua~~l ~a I O ~ A z N F. is _ i - - ~ ~ o t~ z o - ~ _ i - - ~ ' b ~ ~ ~ W5 i ~ _ t• _ GHD BR6 = 512 04q'31 "E GHD BR6 = 5 22 °3q'5TE '3q'5 U i ..;b F7 VJ N ~ p r.. ~n:~ v •~o~. ~ v 0 ~ I. .Op~ O `yd y . ~ ~~II I q V I ~ , I w v .~r'b ' la o v' ~ i ~.~,a q rl . -i, M ~~b i ! ~ ~ i z 00 0 ~ ~ ;w,~~ _.r.... - EX STING 51D =WALE NG 51D WALK. I ` ~ ~ . TO REMAIN MAIN ~ H ~ • ;.-0 ~ A Parking Angle (degrees) 64.20 ' ~ o 'aWQV~ PtE PNNfFD .Stall Wldth r(Ft. ~4~;:a Sr. DI~B~ P~aroK9 SrN l LA i , tt r.4 as ~/B' Tlncrc sxer:T I ~ x op~ 0 WTIAE ACRD , ~ B tG St1JBOL : ~"xAyr~ N NJJLIINUFI / ALOEBP,CIICAOUTA) 'Q"E~9}`:1 TREE TO ~ a ~ " C Stall To Ctu'b (Ft:) ~ ~;~h . PARKING 9Y T ewac D7aDFR OISABtED ; D 15 e 1 t. u LErtEas PEAMIr . - pp ~ WHRE. BxItGRCUND ONLY ~ ~ e REMAIN I I ,o A o i ~ ~7 .Curb Len h f. E ~ • aucK ~aoet X255 FINE a IEiIE35 i Min. Overall Double Row With Aisle ~ WHBE B~'KGRCUND P.3, ~ 8.,~ ~ I I ~ a~° PROP05ED ~ ~ ti ~ 15 REAR SETBACK - Between Ft, _ ~ - - - - - - ( Au LLTn:as in b -0 - - - - - - - - - - - - I5'-2 I/2° ~ j NEW LOCATION ~ a • ~ I II G Stall. Center (Ft.) _ a -0 Z' NOT OIP7ED GILVPMIED 5fM10.4aD WFGHI' 51EEI. KiPE • 11~ - al 1~~ . . I I ~ I I I OE 51DEWALK I o a f n'.I l a ~ I ' a m n l • i^ I a"%2-e^ oarDRErE less. ' I L I I I ~a~ - ~ ~ 'r FlHSH TOP OF L1PS3 IEYd. ~ I - ~ I--III • ~ I. U I I I ~ VATA A 9LICHf RaJSD) HASH - ~ 1~ ~ I k ~ ~ I ~ ~ ~ , f"1 . ~ ~ D ~ F - ~ I, y APPADMILIAIELY 12" PBO'VE 6 ~ ~ ~ I _ ' I I I . tEu9. OF TOPE 500. i'~ v.. ~ as ~ I ~ r ' ?iM1 P 0 0 $A • 8:0 12A 23.p 28.0 I ~ ~ ~ ' ~ ~ ,ti HANDICAPPED SIGNS / ~ ~ ~~~SEE INDEX N0. 119 I r~ 'V ~ ~ ~ 4S 9.0 19S 13:0..12,'1 52.p ; ~ I I.: I ~ o ~ 'n' °I . I CONCH WAIX RAMP GOWN RAMP DOWN CONC: WALK I II ~ ~Sp .9.p~ 2p•p 14.p 11: / 54.p ~ ~ SEE INDEX N0.109 . ~ SEE INDE% N0.109 - - ~ ~ ' ~ ~ I ~ . I ~ . 0 I ~~I I ~ y ~ r ~~,y ~ . TREE TO TREES TO d0. 9.0 20.5 18.p 10"4 59.0 fx1° ~;~:,7;.,~,'; I - Q I: ,,IF;'~.n;.;~~;r. x REMAIN REMOVED ~ r ~ I A ~ tni I I ? m N ~ ~ g i WI I I ^ I y a~ „ao 70 ` ' 9.0 20.0 '19.0. 9.6 .59:0 F~ ~'s' TRAFFlC WHITE R~ "I<<>> i``+. D I 'y`. '~I (n + F':, vt i;~ ~'x'~4i;l:,:fr~S`, 3 rp b l rV o "I}a ! i :ii^?+'iij<i(" +`S O 7 ~i fl TREE TO ~I I , ~ ~ ~ i ' 8 V 9"p .19.5 24.p 9" 1 d3.p m ~{8' STROKE ~ I`'~ f } , 4~i i} ~ ~ ~ I 7 ! . ~ ~ k o {TIPICAL) iii 'x :(5,~,;i.. w• N ,f :i. I ;'I -I1~ 'P:iv ~f'" ~ ~ G, ' x..14 _ I REMAIN... I I ~ _ g 3~ ' ' . t Fy I oI L ~ I ~ ~ 90 9.0...18.0 24.0 9.0 60.0 Ij. so• <<;~;t~,.::~ ,vy ' 4~ iml ~4. ] I I q I ~ ~ , Q1 ~ tl1 eF : ` ,'q c - ~ ~ ~ ~ - 011 ~ y+}.r'1',•,~'~;;,~2~? lZ7 ~ ~ !I ;:;i jl~ Y'jV yl: i,it ; 3 . c ~ I : r I . , . , ;w 3:~! 4,11E s:~ p a - .`l'' f'• 'NOTE: Infromation ertainin to his 2:: TYPIOAL ~`«lh,:'f. W ~ ~ `rl t ;t:;~:' ~ ,ru . ~~,f _ I EXISTING I ~ ~ g 1s o S.~D. 12._p:: ~ ~ ~ gM1~ ~;:it°~`i x » ~ o _ I ~ brochure is'a uideline to follow `however ' x ~ ~ Ln I- , ~ ~ ' WATER METER ~ o ~ ~ ~ de ' d si n star ard§ d c er d 1 :L,. ,,fir ro N N ~ > a ~ , g o hange p ~o ical y. ~iac~ s ( I . NOTE: ; 0d ~ ~ ~ W W ~ _ zt:1' ura~vo~ W i/ Please always refer to Clearwaters current All pavement markings to 6e thermoplastic. `s''a~~ = F~ ~ ~ ~ ~ Q I ~ - n1~'1 G~ ~ ~ boo ~ ~ ~ ~~;1^! 9X NNWOM1 N, a' N - / V~ , ,tip standards; found in the Citys Code: e ~ ~ , ~ N o ~ TREES b:; ~ HA.f~I~IC;APPF~ ;TAI I ~FTAI~~s~~w~~.. ~L~ ~~~oo~ I ,~~o ~ w B - ~ - ~ RE ~D.,,, oq:~ r- DRIVE ~ ~ ~ U ~ ~ PV ~ ~ a ' u o I ~ ~ o.~~ ~ ~ ! . 4~ ~ p Z _ I ~ , S~Q~ INS ~X~S ~ W ~ ~ ~M :rs: r '.1. ~0 - , ~•ti~., • - ~ ~ o ~~A / ~ ~ TREE TO / I I ~ ~ ~ _ U REMAIN ~'p~~ TREE To ~ap i Q~~: XISTING I. ~ REG LAIMED I ) ~p~y W ATER INE L ~0. ~ 0 _.1-- - - Q i~ / - ~~~T~ O\~G9ESIGN _ m 0 i 0 _ ~ r r~ - _ / ~1~3W'4 ;y ' •t r 4^ ."•irFl ' j ip! , f) ~ m ~ o A r~ ds i 11 11 - ~ ~ ~ ~ ~ ~ ~ ~ A K~~N ~ o ~Az ~ : N ' < GHD BR6 =5 1204q'31"wig o~ - a o 'i _ . i i .zy ,d V . ~~UG~ ~1l ~1~U~ I 'i ~ p N ~ ~ a p~CUi. b w . ~ ~ C y ~ v ~ i < o m M b W o~`d 'd 0 50UTH 51..20' ~ ~ • .V ~ ~~dJ LOT 2 =o , o ~ x oo~ 15' REAR SETSAGK _ ~ ° I - ~ I I _ a~.•o _ I I vy~ Fa c m I c 0 I I c N I p~~ b. I_ I ~ a.q~ I ~ I ~y i ' W ,o I ui ~ ~ROp 5~D I y ~ _ i ~ _ b~~ uSOM~R T" THE T01 • , ~ I REM IN I ~ ~ a ~ os~ c ~1" I ~ I y : ~ o I p t o I I ~ .N c lT. I . _ ~ ~ n I ~I ~ ~ 3~N QI ~ ~ n W i o i _ ~ m ~ ~ ~ l a ~ o . I~ ~ _ o~~ _ I . j pkr ~x t ~y.1,~ ~ . q ~;(J 1~J S 4''tt j w 0 tit. ~L/` ~ ~ 4~ ~ F1 ~ ~ 1 ~y ~ ~ Q~..~ ~iY~ ~ ~ ~ 1 o t ~3 / ' .r 'N v ~ ~ ~ ~ ~~6"" ~ m ~ i • ~q . EXITING Q\~~oESicN RECLAIMED = • / ~ ~ DATER -LINE' o O w / ~1~3Wd r«r..r:,+e,, ~,,,,,.,~~:f, ~ ~ ~ / ~ ~ a • ~ - ~ • ~ _ . / - m _o 0 i \ 2 Ran: - 30:0' : ~ } N . . GHOR~ ~ X4.22 m g ~ ~ - GH~1 BRG -.:~51•~22°3'51"~ _ °z ~ o L° n ~ o rCj t~G} 4so d u i e! k, `i I t II li o ~ s '~~y~~ c ° U I , 1 ' 44'-0' I'$' 2-0 E. 21,pn ~ w q r~. ' 8'-0 3/4' T-4p 1'„4" II'-0' ~ ~ ~ ~ ~ ~ ; ~ q b ~I h-0 14 8 12.4 II f0° T-51/4' 8° 8'-0 3/4° ~11_An ~f1_.{n 11=6' o' h ~ 1 ~I' ° S o.~ ~ O, ~ o ~ - IOXIO S 36" H. Rail 36" .H. Raii 8° 5 uare l 36" H. Rail WD Go . Per Gode 9. m R Per Gode Newl Post Per Gode op ~z} ns B _ iv I ~Qb~bw~~.d _ ti O • O - ($7 N _ IOXIO 5 11'-0° b' 13'-81 ~ 61 81,x,1 41„p1 a WD GoL • r 9 . ~ I Dec a b c e ~ rr//-- 111 ~ ~ ~ .y~~~.~~.3°~; ~ ~~..p 0 w b W o DInIn ! e1~ a ec - ~ . II Masher edr~oom ~ ~ ~ I- L o 4 ! u U ? ~ f; - ~ 3~~T~~~~°y ~~J~~ 48 I r.; r n 1 r 4-8 8-4 ~~LAQ 0~R3 .'7~ F~7u°~~ I Q 'O I N p3 ~ enTa'"y.~ 'd i~,, y G~ ~ A; _ 5 • T I N I ptf c g'tipp w'S ~ Q v .Load _ Bearing '8'0" GI ! ~ g N N a ~ Partition r -i . ~ ~ N ~ 5i-0u $u 3~$~ 4~ 4i,~n 6~ Il'$r ~ ~ J 1:L ~ 4 ! q I- ° I I N :,i cv A 42 h n I - eatin , ctr Dbl - . ran - a ~ .c . B e oom 2 8 r 4 - ink ~ 4 i- p 7 ~ f„ i • oom.. mantle below ( ~w Morning ~ ~ ~ p n 1 a o 1 u n I_ n 1 ~t 6 30-8. 3 4 8 2 6 Kitchen ° 1 1 12 12 Ran e I 4 G g I III N ~ q 0 Glg iv sink p - - - 4 sh w/h rd b 12x12 Tile ? . _ Q DW shelf ~ WIG ~ 55 Gal W/f~l I. Q . w~ at Floor ~ L J I ~ w/ Draln Pan a~ m R Firebox. q A o en to Q, Second Floor ~ 4 4 q p open to grand ~2's~'~ 36" 220YAG ~ _ o4 ~ I 4 in a Above ~ I2 ~ g in room bel ~F s 8 room below a I ~t~c ~Acce s m ~ a 6 Mantle I ~ ei n D I >c Extension ~ loft ~ ~6 ~ ~ Access Ha e!i a e' a Above.. ~ Pent A/G Unit o W Raiff N ref 6 b 5h sh w/h rd. ~ - - - - - - o . ~ ~ y~~ ~I } . : 6' : 1 ' ~ 5=10' ' ' n 20 2 ~ 4 4 4.0 it m ~ s.. n • 14 -treads at' I ,edch A/C Handler w/I - ~ „.a Lav , WG ; .a ~ . i i 1 1 1 1 1 1 1 l`1 1 , 3 15 risers at I~ each 3'6 4 4 4 5 Z 6 (14 ~ ( ) ~ I m (14 }treads at ID" each 14 Drain Pan r~ ) ~ a v; o, ~ ° Line (15 8115 Br Gol • I ~ a g ~ q 4 (15) risers at "1.2" each . °O ~ y . ~ 1 A 1 A i,..1 I~ 1 p 1 n• n1- 1 n r ~ 1 12 2 -0 3 2 3 2 5.0 4 4 10 l.au Tub/ ~ Ib 8 r. a' 0 in 1 1 9hwr N ~ y S:. 5c~ Bearing ° o. u+ ~ ~ . p ~ : ~ ~ ' o Dowry to 14 ~o dg o c? ~ m Column I/2 wall • ~ a :g Garage o s - UP n . Lav ~ ~ ~ ~ , ,z„' a 6 4 _ M ~P Down _ - . J ~ ~ ~ ~ ~ ~ ~ oer _ ~6 ' ~ - 5 5h N ~ p, • a \ ~ (v ~ ~ ~ ~ N Ra( arch 3 • ~ ~ r ~ Raii m ~ ~ ! 2 Vault,:. - 'd' ~ ~ ~ n \ ~ a 4C: ~.W~ ~ ao ~ ~ 13 \ . 6 s - I ~ ~ ~ • \ 4 ~ ~ 6 p g o Vault \ ~ . D - 5'-0" 8'-pu _OVgI . ~ ~ ~ m aQ. o $~.du ~ tub 8 ~ w r~ I' • n ~ m 4-b 2 l0 2-10 2 D m Shelf \ ,r? it iv r m m 'Above- - :ub.., ~ , c ~ ~ . ry ' nr - deck g b ~ ~o - ~e Too m Z • \ - ~0 4 ~ ~ ~ 0 N ~ • ~ 0 _D O a N G " ~ M DN 1 1 B,.On I'-4 4=2° 4'-2' 3'=8° 3'-10' 7=7° . ~=1" Z ID 4-2' 4=2' 5'-b' 4'-$u ~ 1 F' 131,pn W o I~'.a 2'-0' W y 12" T010" TAPERED PRECAST. i'f) treads at 10" each COLUMNS 6Y HBdG (TYP.) u • ~ IS) rlsers at 8 each J" ~ ~ ~ F ~~o~~ ~ L ~ ~o~ ~ ~ I 1 B,,,Q,1 11~~ 15,-2, q CCU o 13.0 Scale I/4" _ i,-0„ o ~ A 2 ~ L/ o~ v o C ~ A '~~o o hold recedence NOTE: III IoGal Codes t p ~ over these s ecs. Contractor to verify a., P be ore Construction. f ~ o OW SG~IEDU E WIND 1. DOOR. SG~IEDULE Standard area Tabulation ,~~o~SI~N ~o J~ DEBGRIPTION Model Number: 6834 Date of Takeoff: I/10/01 ~ , MARK SIZE DESCRIPTION MARK ..MODE.. 51Z.E elevation Style; Villa Take-off By. DGG W A GR25 2'-ID 114" x 5'-0 318" GLAD CASEMENT I 8' x OVERHBAD GAR. DR. W/ OPENER Foundation Type: Pile ' Construction Type: frame Y : 1 n 1 n B , G25-2 S-I 315 x 5-0 3/8 GLAD CASEMENT r n. 1 n s Floor Atea Deeaiptlarl Bldg. Aroa 5ubtotale (ecl. ttJ LNIOg Area 5ubtomle (eq. tbJ ~/~b.71213Wd 2 ' 3080 MAHQGANY EXTERIOR ENTRY DR, G GW25 4-~ x 5-0 318 GLAD CASEMENT Living Area 511..: - ,:511 - . 3 3068. EXTERIOR I - LITE FRENCH DR. D . .GI5-3 6 -L I/S x 6 -0 3/5 .GLAD CASEMENT Exterior flecks I'f8: 2. n ~ Other 0 - Su x 51-0 3 n . 4 (2) 3065 EXTERIOR L - LITE ~R. DR. (I FIXED) E GI5. 2 0 5/ IS GLAD CASEMENT. 68q ~ Second door Subtotal: a n ~ n 5 (2) 3068 EXTERIOR I - LITE 1=BENCH DI2. F 24 x 12 SIDELITE Living Area 1342 1342 - M Exterior Decks I't8 G345 6'-0 3 8" x 4'-5 3 S" GLAD EASEMENT i^U ARCH F.G. ABV. 6 2868. 6- PANEL INTERIOR DR. G l I S~ Covered Entry qq . o 7 2068 6- PANEL INTERIOR DR: H GW24 4'-9" x 4'-0112" GLAD GAS~MENT W1 I6" F.G. A80VE First Floor Subtotal: 1342 m N 1. 11 i_ II FIXED G A55 14~ F.G. ABOVE Living Area (Stair foyer) O. .~••~••~x . , 48 ~ • , ~ ~ ,'d S 2068 LOUVERED BI FOLD I 2 10 x 4 0 L WI I Garage / Storagb _ ' _ I .1 FIXED GLA55 W/ ARCH F.G. ABOVE ~ 2668. 6 PANEL INTERIOR DR. J 72 x S 1614, ~ ~ Other 0 ~ v, o, 1 1 ff ~ 07 Ground' ~Ioor Subtotal: 1614 ' ~ ~ ai A z y 10 2665 6- PANEL INTERIOR PKT. DR. K G25-2 8 -0 518 x 5 -0 318 GLAq CASEMENT WI ARGN F.G. ABV. L ~ o Total Living Aroa:: ..I,DS$ sq ft , ~ ~ Z p ~ a 1 n 1 n I I 2665 6- PANEL. (I -HOUR RATED) INTERIOR DR. L GL4 2 -o .518. x 4 -01/2 GLAD CASEMENT ' Total Building Area: 3,g22• .~ft. ~ ~ ~ i V $ ~ ~ ~ P. C+ - M G24 4'-012" x 5'-0 3 8" 12 (2) 3068 LOUVERED BI FOLD l l GLAD CASEMENT ~ ! ~ A A ~ .f~ a _ ~P.fh9~t10113! ' I t~l'r~•i IA1'PA AfrAennrllF.InnArl/F,onla~rl IntArlnr hu11t1fnn nod ~ . _ . . r-i tl /'VI-Ilr nl w Ilnll tl if In 11 ~i r. w.. i~ 13... (2) ZbbFS LWVtKtV t51 rOW_ N. (iRfN0 ~.-V U[.. %7-V O/U.` 4LAV (iA7tMtN 1. . Building Area 'All interior and coyerad exterior area combine 14 2668 LOWERED BI-FOLD 0 GXWI3 -01/2° x 3'-0.3/8° GLAD CASEMENT .30 vy' I tPiS: I. All area figures and gross area`s; no deductions are made for wall thickness or,,structuralhelements.' or, IS (2) 2068 6- PANEL INTERIOR DR. 2. Inferior stalrs arc dounted once, ln.the area take-off. Under stair:etorage area I3 Included in this figure.' m 16 (2) 2068 6- PANEL INTERIOR.'BI-PA55 OR. WINDOW NOTE: 5'. P aase be advised that 2HE5E AREA HOURES ARE ESTIMATESI Actural building. area may vary by 296 WINDOW MODEL f2EFRENGE5 ARE. 0 a ~ 0 DOOR NOTE: FOR ANDERSEN PRODUCTS. DOUBLE FRENCH DOOR UNITS TO EMPLOY 3-PnINT I nr,Klml~ Mr-r,NANISM ~I 1 Ii. j ,I k~ - ~Q~~ ~ i. a p v L _ 8 ~ '~i~ •rnq~ ~b ~ i;~ 0 ~ W Termination Gap I d A ,i ~ ~ \ m Stucco ~o - aro~i~:"or~o p y w 1 i ~ = I 0 m 24.. I Z,}• ~ •o - - - - GONG. TILT: I - - ~ ~ ROOF MIRK, ' ~ - - - - - - - Second floor _ +23'_0" b ~ o o ~ ~ M ~ ti ~ b o ~ ~ ~ ~ . ~ O . TASK LIGHTING I 4 i ~ 4 , GeilingHefght ~ ~y~~1~~ ~ Q ry +30 -0 3 x r o ~nl~ ~ ~ ~ r " - - - - - - ~Abv. Grade ` ~ ~ a ~ ~ 16 I L_ J SFE DETA H a~ 8/4 Band ~~'~3no~~ ~ y' SEE DETAIL. ~ ~'3 ~ ~ ~ W ~ ~ Elb 1 ~ _ D ~ ~ - iv ~ , - ~ a~~o~~~~; ~ ~ ~ N N I FG. ~~o~g~$~a a^ o a c°, i 12 ~Srood,b~.~ W ~U iy . I 'U ;°.,a i ti a~ ~ ;I, G-a ~ ~ _ 24~ ~ i ~ 8I4 Band - • ~y _N ,I I - _ ~ C r Ix4 Band.. r 1 GW24 - - Roof Rafter. Bearin +II'-I I/2" ~ ~ " o q q ,b Scale: 3/8 I -0 Scale: 3/8 I -0 24 r . F G. m y ~ _ N i 12" T010" TAPERED PRFGAST ~d~ II ~ ~ _ 1=1oor Truss Bearing +8 -0 a,~ :i COLUMNS BY HBr>'G TYP. Ixb Ba Ixb Band Decordtive 8/4 Band Geiling Height a ~ Wood Shutters ~ ~ ~ ~ o, W - _~y~°~ _ y m N ~8 b GXWI5-2 , ;j_ Ix4 Band ~ I , ~ : - _ , a I a ~ti ~ N y m b ~ , GI5 G25 first Floor Elev_atfon . 0'-0" ~ ~ : ~ ~ ~ ~ , i 2x12 Band Board ~1,; ~ y ~ p a Ixl2 Skirt Board ~ ~ d N t ~ v i r ~p ~ ~.d O <a~ f _ I G15-3 a ~fON ,y aqi ~~a a~~ a~ 01 ~ N ~ /A ~ ~ . - P oa~a ~ ~ a • .a o~ °0~ ~ - , Smooth Texture a W ~ StUGGO ~t r 6A. m° d ~ a a .o nC a~.~ GI4 _ Ground Floor l=levatfon : -9'-0" ~ ~ - M01 ~G eopyfght 001, The 9akr Deetgi Gol~eelton, lne. eeltor4 inc. ~r+ 0 ID'x7' OVFRi•iEAD GAR, DR: ~I LattlGe b w. 6 0 ~ Z oa i=rout. ~IeVation ~ ~o~ 4 ~ 24" VIEW I^ROM "ELDORADb" _ ~ a ~ a a _ ~ p GONG. TILE ~ ~ ROOF. F" d • ..N, ~ Fi . W " = ~ ~ tiro - ~ @ @ 8/4 Band MI R. J ~ ~ -MIRK: ~ .a o c°v 12 ~y a Nic " Mirror. Back ~A Nfcfie w/ . o ~ 24 8 814 Band ~ - ~D And G Shelves pelves ~ Mirror Back _Q ~ v GO G. T ~ ~ And G1a55 5hs ~ ~ ~ ROOF ~ . -_I 24' 0 N o I6 I6 n ~ _ ~ ~ Ix8 Band : TUB TUB.- O Roof Rafter Bearing +q -p Floor Truss Bearin +8'-0" - 9 - 8/4 Band Geilin Hei ht 9 9 O\~~pESIGN Ix6 BAND G • B D h ~~levation 1~: bath ~le~ation ~Jwo 4 B D . 8 8 Q w 12" TO 10" TAPERED PRECAST 5~ 8 8 Scale: 3/8" = i'-0" 5cale:.3/8" = I'-01! r COLUMNS BY HBBG (TYP, ) Smooth Texture Y~ ' 36° H: Rollin 9 Stucco GXWI3 {Per Gode) ~bG183Wd _ ~ GXWI5 _ _ First Floor Elevation 0 0 a o. ' N 1 ~II - .0 ~ m .n } ' N . - W ~ ~ ~ - ~ a Smooth Texture Stucco ~ - ~ o~ ~ , , Z ~ p U Ground Floor I~levatlon -q -O (el t~...w.e wx~i ~u- a•t,., n.a,.. r n..FU.. w- _ . ~ - . . - - . - - . r ~ _ x GNTOVERHEAD OAR. DR.. T w - ® • a . . -7 1 41 s_ i eva i on KE"rSTONE Z~ETA I L 9:1/4° 11-0" 6 N.T.5. VIEW.FROM "MANDALAY DRIVE! . 1 0 e iii~~~a~ s ,~.~~,p ' Grown Grown - ~ - ? ' y a To / Ghimne +30'-O" _ 4 ~~o - - - p -y- . p q ~ ~ ~ T .d ti ~ ~ ~ ~ Fri- q Overall. +26'-0" -o" Height q ~ w-- .4 C REF, ~ ` ~ . ~ 51'AGE : 1 ~ ~ w.~ GONG. TIDE ~ \ _ ROOF N ~ ~ ~~A M ~Ab i ~ Z,}¦ o b ~ 0 I6' Second f=loor +Iq'-4" ~ ~ - - Rafter Bearin g ~ 1= G, ~ • ~i 12 ~ o W o say ~Ki Shen ~ I e~~t ion ~ 8 8/4 Sand o,~ a t, Scale: 3%8" = I'-0" p .o GONG: TILE. a :.ROOF Q Grown Grown a ~ o +II'- 12" fZoof Rafter Bearin ! - - G25-2 ti N,~ r~ o 0 Second 1=1oor Elevation +q'-0". ry p Izb BAND - - - - - - b.y 1=irst Ploor +8'-D" +8'-0" Floor Truss Bearin ~ _ - - MIGRO. ~ ~ Gellin Hei-ht,_ Ceiling Height... g 4 SPACE 12" T010" TAPERED PRECAST ~:4 d . ~ ~ ~ G7 COLUMNS BY OVER ~~AGG a ; BY HB~G (TYP, ) ~ ti~ ~0: W y ~ OVEN ~ ~ , (2) 30b8 (2) 30b8 N ~ ~ SPACE ~ ~ ~ 'i v~ ~ ~ G25-2 „ ~ 0=0 _>=(rst floor elevation _ _ Pirst 1=1oor Elevation 0 0 ~ o - - 0, . ~ ~ ~ ~o z ~H 2x12 Band Board N b.a a ~it~ en ~Ie~ration Ixl2 Skirt: Board `d w~ ~ WJO w ~ Scale: 3/8" _ I'-0" ~ 3 ~ N Smooth: Texture . Stucco b6S[GNERDiSCLAIMEIt: Wchavecxciciscdgrcatcffortandarccinthctrcatierioftlushomcda~ignandthccomplctionof ~ a ~ ~ ~ th~tcconstnichundmwings, However,Tlic.SatcrGroup,InoandthcSatcrDcsignCollcction,Inc,huvcnMbanaintrtirlcdto ~ :~.N ~ o ppU providcpcrsnnalcgnsultation attcsupcrvixioqurficldinspcctionscrvicceandhavcnotrontrolovathcconrhuclionmataia>s, .C ~ Q{'W mMhodsorscqucncinguscdbythcbuilda.Ftirthcscrcasnns,aswcllaethcgrossvad~ionsinlualbuildingcodcw,ThcSata = ~o Group,[nc,andThcSatcr])aignCullcction Ino;aasumcnnravpotusibilityforanydamagcs,incltidingatiut4uralfidiutdrosulang ~ ~ ,~,~•y ~ Ground I^loor Elevation -q'-0" u fromcnorsorommixvsioninthcscconstmctrondmwinga. Wcstronglyrccommcndthatyou;ihchomcowncr,havcthascdmvnnga p,m ' ~ yo~ p . thoroughly rcvicwcdbyaliccnscderchitect,profcssienalcnginccr,cctfificdresidcntialdeaigncrmgrnrndcotihucGUliaaucdto a+Q ~ {~G copglgM 2A9C1he °~alar veelgi Gollectla4 Im. . practiccinyourarca,inadditiontoyourlacalbuildingo~iuials,pdurtobcginningconst<udion. ~ . ~ P~~ ~ ~ 0 a era ion er m o~ w Z ~ ~ ~ , a _ ~ 5calc: 14 I -0 8I4 Band VIEW FROM "BRUCE RVE:" 0 a. a ~ ~ H: ~ , ~ 12 o a ~ 8 ~ ~ GONG. TILE ROOF 24' W ~~,p r~.t~o. +iq'-4" Roof 13earln ~ ~ - - 8/4 Band ~ .I . ~ ~ a ~o~ p ~d 4 FI ~ ter. I~ 0 16° ¦ U ~ r Di,p _ ~ GONG. TILE ) a Dr wall w/ y A - ROOF - - - . a Applied 12 Mouldin 9 (2) 3068 3068 ~ ~ ~ . 12 Smooth ~ o Texture 9tucco~ 81.4 Band ~ ~ +q'-0" Second 1=1oor Elevation _ • _ n Ix6 Band ~ ~ ~ , +8 0 first Eloor - - Ixb Band ~ ~ m ~ ~pE,SIGN Geilin Hel ht 9 9 f7 ~ ~ ~ ~0~~ ~ ~p \ p mJ -F ~ C) 12° TO 10" TAPERED PRECAST $ D ; COLUMNS BY OVER BY HB~G (TYP, ) 4 ~ S ~ ~ ~ (.2) 068'. 068 sti~~ R2 b~1213Wd ~ Grown: O'-0" 1=1rst ~ oor E e at o I ly in _ _ GR2~ - Ledger - - - - - il ~ a 2x12 Band Board M n ~ 5 - Ixl2 Skirt Board a~ N nj i N - V7. : ~ ~ D.W, ¦ d.... SPACE ~ W 4 ~m b WM z ~ o U ® t~ E <4 - -q'-0" Ground Ploor Elevation G w 4 \ / A A: A ~ ~ ~J. 1 1 C. / V. ~ t'I D ~ anlr_n~l Lhnn4t` CLdn.~ [..6i...~. ~ - ~ + + ¦ _ _ 1\UI7VU I IGUI LII 1 IVLGU VVIVII1117 - • . + © OOP_W*b 2001, 'Iho LOW Deb gp CONDOM hV. I II scale: 3/6II _ I1-0 r_ n Room i D .ef t I eVat on.. scale: I/411 _ II-011 Scales 1/4" : V-0" CL SOL a4wo. C . Termination Ga • p boo ~O U ~ db StUGGO-. , ~ l ~ ~ o~~ Z4' Z4'. . - - - - - _ ~w~ Second Floor orb ` ROOF Gelifng Height ~~UG~ ~~~NU~ +30'-0" Abv.6rade . m ~ • ib' ~ 4 Band SEE DETAIL- 1 8~ i ~ ~ o~~ b Elb I ~ ~ o I ~ 24' F J I U. y 8 ~X STING 51D WALK- I ~ I ~ ~ as L (TERRA GOTTA) 'I'ti /F C ~I~ c TO 12~MAIN ~ ( ~ o o • _ 24' ~ ~ TI~~ TO j ~ I _ a b ~ 8/4 band Q 50UTH 64.20 I~Mo~~o ~ ~ .o . 51 VI51 ILITY _ I ~ ~ 1x4 Bc~d ® Roof Rafter Searln +II'-I I/2" TRI NGL~S w L ~ ~ ~ •d q Z4' . FG ~ •1.11,,, f ' I .Floor Truss Hearin +8'-O" , I I ~ ~ . ~ o~ u n - g_. f2 TO 10 TAAERED i'RREGAST Decorative GREAM 814 Band Gellln Hel ht 0 , b Ixb Band ( ) 9 9 COLUMNS BY NB+IG (T(P.) Wood Shutters .e~• tv 1 L . ~ . , i'ROP05~17 ~ 15R : nr 15' i~A~ S~TBAGK ~ ~ ~ I L NSW LOCATION ~ 1 21 i ` I LK a~ 1 01= 51D~WA I I I , (WNIT~ ~ __.o_ , oe ~ I Gxwl>;-2 1x4 Band I` I ~ a 3 _ I W ~ N ~ ,I I I i ~ m L ~ . Vii- I I I ( s~~ i ~ ~-i i ~~y ~ ~ ~ ~~c ~ ~ ~ _DRIV~ ~I I - b First Floor Elevat(on 0'-0" cl5 ® - - - - r- I 2x12 Band 8oc~d 1. I f may., rf ~ I I I ~ o ~ 2 Ski t Board I - S xl r ~ i I tis.~'1' ~ - ~ I I gab U3-3 - 31.p11 , • ~ 13-61/2 ( J ~ Z ~ ~ I I I ~ I boo . TR~~S TO I ~5 TO _ _ - - E-I j ~ , ~ ~ B~ R~M01l~D ~M011~D ' tnl I ~ ~ ~ ~ ~ a ~ Smooth Texture ,y,, , Stucco ~r GI4 I ~ :TI2~T0~, 1 I ~ ~ my~ . Ground Floor Iaevatlon -q'-0" I ~ I MAIN~~, I I c ~ ~ ~ ~ - ©e? aoa, n:. eot.r cNy: uae ln:. I0 X7 OVFRHIrAD GAR. ' DR. ~ Lattfce o I ~ ~ I ~m aR~o p ron e~ra.IOn ro 0 •.~i•, .r ~ I ~ a.aN' . ~ r, I ~ C ~ ti to r ~ ~ ~ I ~ o • _ I ~ VIFW FROM ~:ELDORADO" I - ~f • ` ~ ~ EXISTING ~ Z ~ ~ o _ I ~ ~ . b WATS~ MAR ~ p ~ ~I ~ - w - ial ; OK IN ~ N~ - 5~ _ PROP05~D R~QUIR~D d' SITS 151BILITY ~ a Ra Ln ~ l . ~ 1ST. =10 416 5Q.1=T. 5 30~ 5Q. PT. t- AND AREA IN 5Q. ~~~T:..... X ; DRIVE ~ ~ ~ T~IAN L~S~ , n ` ~ ~ >i.t~ - - 51T~ UI5IBILI 51~ILI Q W - 23 5.43% IMPERVIOUS 65~ IMPERVIOUS 2 TRIANGLBS i I ~ ~ ~L~S , W ~ ~ NUMBER 01= EXISTING DW~LLIN,G UNITS . . . 0 282 5~~ .DIRT 350 DIRT tr ~ Cod SAK~o~(~ • ~ ~ o III i ~ , ~ I' ROP05~D DWELLING UNITS 2 NUMBER 0 P - ~ J ~ aoo a~ HART ~o~ kC - OR RSA PROP05~D TO ~AGH U5~ , 5~~ G ~ ?r ~o F F GR0551=L0 A ~ ~ .S 1N~ 1NG 510 j ( o ~~5 M~ MA ~ I CC3 0 TOTAL PAVED AREA INGLUDIN6 ALL PAVED PARKING ~o rkE ~,,a E n - S,F~c~~ W ~ ~0 ~ s ® ~ ~~p ~ ~ o o ~~3 5Q: ~T. - SPAG~S AND DRIV~WAY5 I ~ U~~ ~ T ~ ~ P o I I ~ A~ ~XPRP55~D IN 5Q, ~T. AND P~RG~NTAGP 0>= THE PAVED ~ • • TR~~ TO • I p .d ...............N/A V~HIGULAR AREA . . . . REMAIN I o I ~ ~ N ~AS~M~N ....................................AS NOTED ON 51T~ PLA T,. >I ~ ~ o . - II I I II / EXISTING s , . PROP05PD = 36 -4 R~Q D = UNDER 30 -0 BUILDING AND STRUGTURRL HEIGHT Rf I~GLAIMSD l~ WAT~~ LINE ~ Q ~ - - - - - - A • IMP~RM~ABL~ SURI?AG~ RATID . . N/ O - G oESICN ,NA FLOOR AREA RATIO 1=0R ALL NONR~5ID~NTIAL U5~5 l m an ar rea a u a Ion bor: 6839 Dato oP.Tako-oPP: (/10/01 Modol Num W Elevat?on St let Vllld tako-oPP Byt DG6 9 Pilo Construction o:. Framo ~ _ Foundation Typo: '>yp ~ ~m / s~/Nb~l~3Wd Poor Area Dsecrlptlor: el . Nba .abtotols ( . ftJ . L Meo Subtotals {eq. ftJ Llvin Area 5 I 511 ~ / 9 I a to Decks I'i8 ~ , ~xt r r - n Othor 0 689 socond Floor Subtotal: o Llving Aroa . 1342 1342 3xtorlor Docks 1'18 S • Govorod Entry qq First Floor Subtotal: 1342 ~ Llvin Aroa ($tatr Fo or) 0 48 9 y - 6araga /storage 1614 V 1/ Othor 0 ~ ~ O A Z Ground Floor subtotal: 1614 Z O ~ ~ ~ U rn Total kivin ,4roa: , , .I...S : Pt. 9 . Total Bulidln Aroat 3,922 , Pt. 9 • u ~ I ~~D. = 30,0' A A A ~ x DefInItIons: Living Area - Air conditionedmeated Interior building area. Building Area - All interior and covered exterior area combined ARG NOtes: I. All area figures are gross areas; no deductions are made for wall thickness or structural elements. GHORD 6.85' ' 2, interior stairs are counted once in the area take-off. Under stair storage area to Included in this figure. ,:o Z VF4 S. Please be advised that THESE AREA riamS ARE EsnmATEsi Actural building area ma9 vary bj 2% GHD BRG = 512041'31 _ Z'-0" " ~'-0" I'"d" I't'-0" w I't'-0" 14'-8` , 12'-4" ~ 10" 1'-~ i/4' 8" - U 36" H. Rall loxlo 5q, •R ~ o _ Per Gode 8' Square 36" H• Rail WD Gol. Newl Ao~t $ Per Gode p ~ ~ _ 0 ~,o.~ ° ~ _ ~ 10X10 5 ~ M a ( 11-0 q ~ V' WD Gol. n ~ ~ ~w~ . I` nec o o Deck I ~ ~ ~ o, ff 0 4'-8" 8'-4" 4 I ~ i1 ~,~''y w y ~ Load g. g.0.. GI ~ F ~ 8earln . ¦ Partition g- - - - - - O ~ W. ~ ~ ~ • . ~ 5 ~ Q I ~ ~ 4, o v n l~ 42 h ~ n I ~ a . Cra n end ~ eating ~ - I ° ° ° ctr Dbl a ~ ~ ~ 'r oom ~ ~ ~ _ ~n1 I o Sink e I L ~edr00n1 2 ~ ~ o I ~ ~ ~ b" u' - A/G Un(t " , 12 IZ CANC. TILE n " I G. Range I I 4 ~ ~ p q o Glg ~ ti ~ ~ -t _ RooF 12x12 Tile Q I at ~loa ~ Dw I ~ °oo ' Firebox 16" 44 4 x Second. f=loor ~ ~ . 7 I -q ~ 814 Bind _ in 8 ~ " 6 Marble Above 3 Kitchen ~ ~ F,~ iwxtorSiol1 D 12 1 p I ° 7 Above ~ I ~ :Pant N 8 8/4 8a~d ref . O b Sh' gh w~h rd.` N a ~ ~ _ 6" 2G 20'-2" I 4N a~ 5=10" 4" 4'-0" ~ ~ G9lI~"1.TILE NA"h?~ C W (14) treads at I "each - - - ~y a 31,,,GN AM Al ~ N ,IN ~ 5F;-~fN : `N. , N O, ~ ,a, . (15) risers at 7•~" each 'L/ ``TT T T L f/ ~ 8.. ~ I~ (T~RA corrA ) ~ 8" 5q, erg Gol V ~ . ~ ~ ~ 1x8 Bad 12'-2' I N 1 N I- M N ~ ~ ~ 1~ N N I " N ^ N ~ N `.J ~ ~ v~j ~O -2 -0 3 2 3 2 5-0 . 4 4.10 iav Tub/ ~ y ~ _ _ _ _ RaoP haPtor 8ocmf +q'-0° ° ° m . " Shwr o0 ' ~ a ~ Floor Trine 6earin ~ " ~ I Down to 14 _ 10 clg ~ ~ ° ° ~ ~ ° _ +8-0 8/4 Batd (DREAM) Goll(ng Height UP garage o o m ~ o Q * b~q _ V~ ° ~ b~id g ~ ~ IxbEAND o er r ~ ~ ~ ~ ~ sh z ° 8 ~ ,B p ~ ~ ro (FHITE J - 8 6 12 TO IO TAPER®PREGAST . N ~ ~ \ ~ dab Smooth Textura COUIMf~ BY HBd6 (T>T'.) 2 ~D 2 i?wail m v \ b o o 96' N. Rail Sfiucco GXWI3 (for Gode O ~ t I ~ \ ~~-Vault ~ ~ ~ c ~ R ~ ~ GKVII5 Ftret Floor Elevation 0'-0" ~ e W Q \ ~ ~ H • ~ ~ o:~. 6 Yault \ \ o ~ o ~ ~ 0 N • 4'-6" 2'-IO" 2'-10" ° r " 2'-10" 2'-10" m 5heIP ~ \ ~ ` a ~ ~ p ~ O ~;yw t, n r nt~ - ~ ~ Above ~ ~ * m ~ „ a i3edroom 3 \ ~ ~ a .Smooth Toxtura Stucco ~ n O ~mp o~°i ~Xi ~i~~~ iii , y i;, i" w _ Ground Floor Elev_atton ~'-0° DN _ _ 0 z ~ ~ ° ®~nra+~ooon»r.o.~ooww,~.. ~ q'x7! OVE~tHEAD GAR. DR. _ qkT OVEWi)=AD GAR DR. i " ~ " . ~ 2 (0 S- 0 Si- ON II_A 41-~1N ~ N 1 N 1 M I N 1 M ~ ~ 0 ~ s ~ ~ :S i eva ion N N. ~ a v 0~4 i,,, „ 12g TD Io' rAP~RED PREG{uT VIEW FROM MANDALAY DRIVE COLUMNS 61' HB46 (TYP. ) (i'7) treads at 10 each ( Ib) risers at 8" each ~ ~ v: ~ W ; ~ 13,-0" . 2'-0N Q pa 'T'1' ~ ° ,q ° v ~ .O d~ - - Tod / Ghtmne_,y_ ~ +90'-0" r~ y;. • 0 ~ ~I~~ e14 Ba,a ~ ° - - -Height - - - . . a ~ Ab 12 12 ,o LANG. TILE 8 8I ~ ~a°' ROOF (TERRA GOTTA 1 ROOF .°v' o 2P ~"~T ~ (DREAM) Second Floor +19'-4" ~ " ` - - - - - - +19.4 Roof Bearin_g___ _ _ _ _ Rafter eoartng ~ - - - - - - - - ~~i. 6 814 Eaxl 12 ~ pESIGN ~ \~Q~~ 8 (YFIITE ) 8J4 Hard b" mJ GONG. TILE 4 0 ROOF, ~ GONG. TILE tTT~tRACOrrA) - - ROOF +II'-I I!2° _RooP Rafter Bearln rY Smooth S G25-2 Toxturo N/N ' _ _ _5econd Floor Elevation +q'-0" +q'-0" 5acond Floar t=levatton 5tuccoy 814)~d ~OIb3Wd " . Ixb BAf~@7 Flnt Floor +8b^ ~ " - - - - - - 1x6 Bald +8-0 Floor Truce Soarfn~ - _ - _ . ~ +8-0 Flrat Floor_ _ ix6 Bm1 ~ aj, - Ixb 6atd Goliing Holght Gelling He1gh C.olling Holght (DREAM) ~ 12' TO 10' TAPERID PRECAST GOlUMNS BY OVBZ B. D BY 146 (T1f P.) 12' TO 10' TAPA~ID PRECAST ' GOI.UMNS BY O'tll~i (FNITE) 8 8 BYI$id6 (TYP.) A/G EQUIP. m _4 SGIi~J : ~ ' r . u LATTICE 0-0 ~Irat floor Elevatton_ G25.2 _Flrot Floor Elayatlon 0'-0" ~ " GR25 - - 0-0 Ffrbt Floor Elevation GR25 8x8 PO57 ~ ~ • • ~T ~ I 2x12 gaud 6oa~d . ~ ~ A Ixl2 SkFt Boa'd 1x12 Bail Goad Ixl2 3kkt Bond y ~ ~ Smooth TexGxe A~A.~a Stucco 1 0 Ground rsloor Elovatlon N'-C" Ground Floor Elevotlon a G) 0c~ma,nrrr.u.y~cawra~~. 00 rsS n ear avo ion a Left elevation y ~ o 'd - . - .~o ~~o r, ~q~ o~ G X11 GNU ~ ~..VV.{{.~ q W ~ \ p ~.,i _ O.~i b ~ ~ a~ ~F~ . M . 00 H o b o ~ 50UTH 51.20' ~ a, ~ ~ ~ - H ~ _ w o .as ~ . - a .o - _I~' I~AR S~TBAGK _ _ ; ~ ~ - b ~ ~ I _ i 0 a'~ m I _ e i ti Q I `I goo I a a ~ - (V ° I ~b _ l N~~ I I , o; ~ I ~ai~~ L b I N~ I 13i~~u W ~ ~ I ~ I I o "50M~R5~T" ~ TO ~ RAM IN 4 I ~ I _ ° ~ I j ~ ~ ~ a m ~ b 1~ b.. 51T~ DATA TABU ~ROPOS~~ ~QUi~~n I - z LAND AREA IN 5Q. FEET : .....:..............EXIST. = 10,416 SQ. ~T. 5,175 5Q. ~T. ~ I ~I 0 ~ w~ NUMBER 0~ EXISTING D!^~LLING UNITS O 2330 4540 IMPERVIOUS 65q IMPERVIOUS f~~o a 2845 5590 DIRT 35Yo DIRT I ~I `tT ~ 3 QI LL NUMBER OF PROP05ED DWELLING UNITS i GR055 FLOOR AREA PROA05ED TO EAGN USE 5EE LHART s.-' , ~ ' m ~,Q c TOTAL PAYED AREfi; INGLUDIN6 ALL PAVED PARKING nn a..N SPAGES AND' DRIVEWAYS .:............:...........460 SQ. FT. C'..N _tiii~ ~ ~ , ~ ,.n b V., EXPRE55ED IN 5Q. FT. AND PERGENTA6E 0~ THE PRVED . , ~ o 0 VEHICULAR AREA.::....., ............'............N/A u~- o ~ : Z ~p~ o ~ .N ~ EASEMENT .......:..............................ASIVOTED ON 51TE PLP~N its , .,r , ~ ~ ; Z ~ . ~ w ~ i 1~ :~:;::;5 ; ~ _ a ~ ~ o ~ q . BUILDING AND STRUCTURE HEIGHT PROPOSED = 30'-0" REQ'D =UNDER 30'-0° ; ~ ~5 TO v ~ y IMPERMEABLE SUR~AGE RATIO N/A W y FLOOR AREA RATIO FOR ALL NONRESIDENTIAL U5E5 , N/A y ~ ~ Tf, ~ 5 151 II.ITY ~ J ~ TRIANGLE ~ ~ TR~~ TO ~.a A ~ _ ^~e~.~~ks~-F a Qara Bella- N~~' ~ ~ i' Qb ~ Q ~ ~ ?''Ness {1..~~ s w ; rl b e ~Det~ g,~.~D 4~ 1or~ ~'C~ -~a i' ~ ~ ~ ~ ~ i' ~E.~~. r~P9~~~,~o,~s. M ~11f~~91t S ehcvna/'i't~h + 3&foui ~ - t~er~ r.~i!/ =~~ar ~ ~x15TIt~G o~~GOES~~N b~ ~~,~e~ ~¢e~s~ gk~~tf~ ~°k~k,'Nf3 F•N~'s~feb CjJry~r ~I°ar f~GLAIM~n / a~Y WATER LINE ' , o p r . V / 7 ~ ' ~ stiff r ~b~1~3Wd O ~a~-r+~ ~ ~ ~ ~ ~ ~ 2 - 350.0 ~C~ . Q~~ ~~G - 54.27' ~ e ~ ° ~ ~t i _ ~ GHO~U = 54,22' 'x ~ - ~ GHn ~~G = 5 22 °3'57 - x ~ A o a x o a~ A ~ a y ~eolSEO-see #to os~ s n~ ,~'8;~~~~~. a~~~~~~ 88'a~~~~ O p r p rM;a. ~~'P $ ~ y, 83 U 0 _ Y ~'.i ^ o ~ ~ C Nl • ~ y o~ •o'~ 1~ , o N o E~ ~ 6 8'p ti ~ .p oo ~U C _ gU~~,pp,vg8 ~ o N N !`e~ 'A N Q ~ 'l! 7 ~ 'Y q c: x.,: c5 ~38~ O.G C1 a ~ aV ~ r3 0 . . ~h~ ~ ~ ^ ' ~ga~w~Ke~ 3 ~ ~f ~ ~a dB m,La _ ~)1 . {()1 III' r ~ ho C d1 r3 0 . ~l Q f ~'b~ao~1 ° O ~~m ~ ~ ~ ~ ;,~u8~s E ~ ~ ' - n o n A~:: '4 4V 3~~,a~~~o o co 0 ~AZ ° > E it yo85'~~~~ ~s c 'fit' n1.o ~ 's _ ~ ~ ~r; - . ~ ~ 1~ li , Ip . . c 0 0~ m ~ ~ ~ ~ ~ alp ~ ~ 7~ . I I. ; 1 . ~ ~ p ,i . ~ aUca a ~ . 1 NOU. _ fl 7i 1r u' V C N I ~ ~ C 4,. ~ L..++:+.~_-~-=- \ . lid ' Ih'ln' V cp 'G d I~~T. ~.N 6 ~ f~r ~ ~ ~ N W G ~z 1 ~ _ r Adj. ~ • i- ~ O ' ~ ~M~,'h,n \•Si•' L... ' Mks r~' r ~ ~~U ~ C . ~ ~ ~ .:i ~ °o~ ' ~ V ~ ice. ~ h to ai,. ~.'~I ~ ~ aa'r 1~U .r!' ~ °~Q a c ~ ,A~,~ Al a m 3 'W W ~ t ~ ~ 7 , I. ' . \ - P ~ ~ • d' ~ ~ III li l l ! d ' c ~ .o m ~ (/ry 4J 0 ~ N~ 4 ~ ro 3 a~ ~m3 ' ~ ~ II f ~~N s ~ ~ a ."f ~ 0 0 J ~ ~y~ mo'~ a•.R ~ C N * '8y~ --.r.._. ~ ~ ~,n ~ Z ~ Eas . o 0 k " ~i ~7 , a- ~ ~ 1~ rocs a~ ~ i m t 4 • ~ ~ • , . , 0, C ~ ,~~c i o s. ;~c'~ a N.. ~ '"w' t ~~E e d ` V ' ~'c~ y * a,N ~ ' Y: 1 ,ro a o R .h. o i o u~'~ I «s , 1 . , ~t,~ t~ ~ Z ~ o ~~co a;~ o ! l 4~ Ilr[ 'y U ~ C ~ - ~ E a ~ ~ ~ goo: ' ~ V ~ I ~•3~ mN~ ~ ~ W N aE ~ . f ~ ~ ~ ~ ~ a~.~o.. i i ~ J s ~ ~ 7 ~oU ~ ~ .~~0 ~ ~ s o gyp. ~__J Uwe ' 0~3~ ° a~ i ro ~ .A N +r'7 O ~ .~C ~~N l-' tC• I . . - ~ t,.. Z ,°Q r ~ I-' W ~ N ~ II ~ Z ~ ~ Z ' ~ - ~ rtF V J r ® and ~ ~ ~ C.F r- i e ~n ~ W ; m . ~5 ~ ~ O ¦it i O Any reproduction of these prints is ~ N 'd' to N prohibited by Federal Copyright ~ ~ ~ 0 N ' ~ Laws. Any illegal reproduction-will ~ ~ N be aggressively pursued to the. c ~ c y ' ~ ~ - . fullest extent of the copyright, law. ~ ®i ~ N QThe Sater Design Collection, Inc., 3 w 3 W ~ ~ ` l , • 1 0 O ~ W V ~ l A. FIRST & SECOND FLOOR ELECTRIC PLANS 41116 AIL . G Copyright 2001, The 9ater Design Gollectton, Inc.. Tee, n~~~y.~~ a~ tio~; ~3 ro N 4'-0" a'-lo° 4-O `moo b'-2" 4'-I I/4" 5'-a l/2" 4'-I 114" ~ ~ ° ~ ~ ~ ~ ~ ~ ~ ~~~•~~~n ~ o ~ o 0 0. Gontinvous Footing Steal (see Foundation Plan) 11 1. I/8 Wide x I Deep Saw-Gut . ~Q9~sw~~,~ W ~ ~.y to o or Tooled Groove ;~~~a;~~`~a m~ N Fiil w/.loint Sealer Bentagg~ I~ ---L ~ - ~ ~ . .1 _ ~ - ~ Fe~e~e~o$e3•.n •=e ~e~•~e~e 11 - ~ I ~S Bar Vertical to • • o• o. • 4 51ab F----------- o•o. o•o. o. I - coo Grouted Gell I f - I I II b mil Poly Vapor Starrier ~ I LT La 6" (minJ ~ Ta e I i p p ~ f=orm 8 Poured I ~ I it G ncrete Steps, I I Rlsers, 12 Trea 30" Min. La .saw Guttin (iF Used) 5hail be Done as Earl as Possible Without I p p Diglod in A re ate or Ravelin In Hot other, Saw Guttin - I I b I I ~ ax G~ o a 9 9 9 9 ~ I ro is Typical y wit in a Few Hours aP finishing i .I it I I I I e II I ~~~bo~~ 3pegmG • II I I i 4'- " I 9 I G ~0 ? f - A~o~~t3~~ ~ ro N I i I m ~ I I ~I • 30" Min: Lap:. i - ~ o i I - ~ II r , i •o '-411 I Sin ~ n ~ ~ ra. c c i L. I I I OVEN m p : / ~ ~ - r , II ~n inui o o~ ~ e I I ~ as . _ II _ tale: I/2" - !'-0" ~ - - - - I ~ II ~ II 6 I ~ I m I~ ( 1~> I .~.~y ~ ~ . ) I I I -Il '-u„ 6 I--F- N I~ 1 I L~ I - Q~ ..d `o 4.-OII , , I - .I~_.1~~ I I ~ Ib'-b" I I 4'-0" 4 =0" i . ~ c ~ I II O An re roduction of these nn#s 1s 2 x b Floor Joist I . Y P p II 1 Provide 1.1ne I ~ H.B. L i ~ I I Ice Maker I ~ I I ® ` rohibited b Federal Co ri ht p Y pYg. ~ I I . _ i 11 I ~ ~~a w i.I La s, An Ills al re roduction will . I I ..._I,.i ~ I I I ~ ~ c Q Y ~ ~ 41OIIx4lpllXq•Ild~ I I _ l ; 1 ,~-4 ~ - ! t~ ,o:>~ _ I I i I i' i N=~ be a ressivel ursued to the 91 n T51b baly. Strap Poured Gonc. Paid i p e ~ac~i Floor Joist _ Y 2 2 x 10 w/I/2 PI ood Flitch i }s en I a t Q to Post /PG44 Post ~ fullest extent of the co ri ht law, a E (2 5T2 Ga v sire s ~ I la pY 9 p I I I I 51~~ i c ro y La ~ I I I I ~ v, y N I LI I J i II (I Leach 5 de o~Beam i r c T t r Desl n I I Q he Sae Co lectlon, Inc. I 9 H.B. I I I I 1 I~ I r? 1 - Ii . I I a o I iI WG WG 2 12"d. Bell ootin I I I j N m z I I 3) ~5 Bars G nt. fT p) I ~ I m ~ i _ ~ _ ~ (see Detail 'G/4) I I ~ ~ i ~ ~ ~ L o I/2" GDX 5heetin Oven 2 x b 2 x b P.T. Base Plate. Fastened to Fr i ~ P I I- I I:~ I co~ 51ab w/5/i3" x 10" J-Bolts e~ 32" O.G.. am n ®Ib 0.. w/5 I Stud I Plate fie rte Each Stud to Base I ~o I i I.~ I i ~ a 11' Plate ) 4 Poured Goncrete 51ab w/b x b - _ - i II I II 1 ~ ~ -°'oyro w1:4 x. rsl:4 WW.F, on.6 Mil Pol 1/2" Expansion Joint ; 9 i I VaQar Barrier Over Glean, Compact®d, 4. Poured Goncrete 51ab w/b x 6 I I -a'-o" Finish Flooc Elev. I i 16 I I I ~ ~ a: w Termite Treated FIII rl" ical} w1.4 x w1.4 YV•WF: on b MiI Pol - ( I yP 9 , m Ii ( r , vac. - I I I y I, I ~;~s Va or. Barrier Over Glean, Gam acted, i P P 4 x 4 P.T. Post ( , 0 0 , 6Q~ O~µO 0 0 ..o 0o Termite Treated Fill fT iGAI) I yP ~ I I I , ~'0 0 •0 ,.0 ~'0 ,•Q ,.0 N ~ 2'-11 I/4 4'-10" r ~ Ib'-4" I i I ~ ` I i I iv ~ m ~ ~ 4 Poured Goncrete 51ab w/b x b m I i Q ~ J ~ ~ . i ~ ~ vi I I, ~ I ~ r 5 c " „ ~ w1:4, x w1.4 WJN•F. on b. Mil Pol 1. m to ( I I I'-10 3/4" . 8 x S. Thickened Edge V or Barrier Over Glean, 9 . 8 ~ i , •10 3/4 ( I I ~ in .II. ~ ~ o w/fIJ ~S Bar Gont: ~ . Gomacted, Termite Treated I i I _ FiII (T ical} I ( - I o I L I B ~ ~ ~ , ~ o •G 9P I I I ~ 1 ~ 4" Poure to 51ab w/b x 6 ~ - ~ Fasten.P to 51ab w GB44 I I I Column Boa Embedded in I I w1.4 x w1.4 W.W.F. o 'I Pol I ~ I ~ ~ (I ~ G Ggn4ret~n d lied to Post I I I „ w1(215/b'' x Galy. Bolts I Va or Barrier Over Gfe ym act~ldl ` I ~ I in v' E .0~' 4 .a. I - Termite Treated Fill (Typical P I ~ I I .i I ~ Qp o c . 'i 24" x 12"d; BeII Footing I I I i ( ~ ~ ~ m 8 ,GMU 5temwall Fflled : Ib" x ll" Ickened , ; 4- - - _ Solid w/ Goncrete w/ Ed a w/(~ ~5 Bars . i I w/(31 ~5 $ars G nt: (Typ) I I' I i I ~ o N g I • ; Dur-a-wall: Reinforcin I L I (see Detail 'G/ '1 I ~ I I ~ ( 'r > ~ -Every Other. Gourge ; ~ - ~ : ` ~ ' ~S Bars.Vertical ®32°'O.G, " - - I I ---1 .~_J ~ ~ I~ I I i I ~ z ~o~ Ib . GMU Column Base I I / FI a Solid w/ GGocncrete i I ~ I I I 1 i I p~, a,~. o I' I J I C ~ w ~4 ~B Bar Vertical d . ,o': o', o . # ies ®12~ O.G. ~ , 0 0 •o o• ~ I 114'-1011 y . ~ ~o~ -10" 4'-I D" ~ I b'-4" I I ~ I ~ 20" x l2"a. Poured • ~ • ~ ? * I o" o~ o I I+ I 1 I ~ o€o 1 Goncrete Footing o o • a o • I W/ 3 ~rJ Bar5 Ont. ~ ~ ' ~ o p ? , o , o . , o o , o , o I _ G , o • o . Denotes Outline oR _ a a o I ontinuoI~ .Vera da , as oa d oa ~ . ,a Y ~ I I ~ 1 - 1 ~ootin (!3e onaJ g y .a.o .o. o A-3 I, I ~ ~ I I I I 1 i I ~ ~ ~ 'y i Il • 32"5q. x I " .Pours Goncrete j Footirt w 4 ~5 Each I I I 1 I~ I I~ I ~ ~a3 I I I I I i I ~ x . g Way I i I L 0 I~ I li I ~ ou~e Bran a oo In i eras CI ~5 G IOn I S . ~ ~L__~1) - ~ MU Gonc. Filled 5temwgll (Below-l~ I 1 I ~ ~ ~ ~ Stole: 3/4 = I'-0" I `t Scale: 3/4 ~ I'-011 51ab) w/#5 Bars ®32" O.G. Vertical I j ~ `r+~ a~ ~ o 4 ~ . . ~ 8 Horizontal on Tyyppical 20" x 12"d I i ( (i I ~ J r . ~ 1 Poured concrete Pootfng wll3) #5 I I I I i I o - I I 11. I I -0.-4 Entr ~ -O.'-4" Entr } ~ I Barg Gont. (typical) (i I h V ~ o I I II i , I f i ~~m f i $ it I I ~ ~ I ~ I o~? ,~-3 I I 5 I o I'. I c,~~, ( I ,I _ , TIES ®EA. TRU55 TT. CHORD R-90 FIBERGLASS BATT• I I 41 i'ER SCHEDULE F TRU55 INSULATION I I m _ J - ~ -O'-4" Veranda 51ab Elev. ~ ~ ro . I I 0 Gonarote .Tie Beam I I ( I ~ 0 II I I PI. Ht. Varies ~ I o I; I Place Metal Lathe or Wire... ~ I I Screen over Cares. Not to be I I „ `I ~ I - r ~s in 8" GMU Gonc. Filled 5temwall (Below ' ~ ro I I 24 x i II Filled between .Tie Beam +s GMU 1/2 DRYWALL OVER I I w/ 3 ~5 E~arS x I II. Footing 51ab) w/~5 Bars ~ 32" O.G. Vertical I . i I r , ~ ~ • . (31 ~5 Barn R Horizontal on Typical 20" x 12"d. II Ix4 FURRING b Ib" O.G. I I ~ J Wa (Sheet Metal and Felt ~ I I I'S0e Detail ee Detail '8/4') Poured concrete f=noting w/(3) ~5 I i 1 W ProhlbitedJ (2) 2x TOP PLATE I II NAIL Ibd ®b" oc., L. r ~ Bars Gont. (typical) I F Z lz~~ei Vecttcal _ReinPorcing w/ Matching MIN. LAP 4'-0" I I I I p . ~J ~ ~ _ ~ Dowels in Foundation -See Plan LUMB R • I I for Size 8 Location E I I - - ~ r---~ ~ . Ir r ~ L i c~ I - w II - - - ..J L_- - J L°-------------~ tt _ F- SPECIES-DOUGLAS I II Grout Filled Geli - Pioce 8 FIR W.G.1iEMLOGK I ~1 I ~ W ~ Consolidate Grout in 4-Ft. Lift I - - - - - . I I Z 0 ® I Horizontal Joint Reinforcln • 9 2xb 51UD5 ~ O.G. ®ib O.G.. Starting ®First I , . I - - m Course Above Footing. Lap 2x BLOCKING. I -!ices b" Use Prefab L's d T's MID HT. I I •.II_ 11 w -i,- „ ` i I 3 I 5a. GMU. Gonc. Fill d G umn Base ~ u. 5P 0 I a Wall Intersections ~ I I i i ; I I ( low 51ab) w/(4) ~5 r ertical Q 0 , _ I/2" DRYWALL W/ LT. I I i I ~ i I w #3 Ties ~ 12" O.G. 0 32" . x 12"d. Mortar Gross Webs - TEXTURED FINISH OV L_________ Ad scent to Filled Gelis I/2 GDX PLYWOOD I L___________J P ured concrete Foo in ) ~5 . J ;s~ ,~'s~ (61UE b NAIL EA 51D ~ - - _ - _ _ 2x P.T BAST: Form R Poured Goncrete I rs Each Way (typical)( ail 'B/4') ASTM G-aO GMU's PLATE, POWER ~ Ste s 'i" Rlsers, 12" Treads P HAILED TO SLAB Poured Goncrete. ®12"O.G. d I/2" Footin DIA.xb"LONG WOOD BASE TRI g (EA. SIDE OF LJ r•.. ~ N~H~N Glean-Out Openings WEDGE ANGORS A 00O11V.N ~`~~,y . , ®Grout Filled Geil ®32"O.G. „ Locations For Walls 4 GONG. B ~ ~~~~~e,;~i~~~Qg;,~,, Finsh Floor 0 -O 2 -D b yk~~~q~~~~~~ over 4-Ft. Ht h ..~.:.;.•:,.~..:.a' ' .:s :tis_:..•.: b'- ~ 2'-O" ~'-b" '-4° b._3.. ,-4.. b._3.. ~_4~~ ~ ~ ~ ~ ~ ~ N ~ ~ N ,.~~~~i~~ 9 Elevation Ail al~,lvf . .d 1 II ~h~.;. Fi °,g Set . rst Course in • ; 10'-O" 24'-0" ~ ~ o ~ ~ ~ 0 ~ m p Z Fuli Mortar Beddin • . REFER TO FOUNDATION P AN .34'-O" m m ~ 3w3w~ FOR SIZE OF BELL FOOTER 0 0 ~ ~ ~ Masonaru WaII Construction (Optional). Searing/Shear Wall Section 5cale: I/2" . I'-O" Saole: I/2.. _ 1,_0. foundation 'Ian A..LF Scaler ~e~tSE n ~ _ Q ~ w. ~I 4 cad c ~ n of ; N~~ v .~3_ o ~ ~ ~ ~.yc ny ~ ~ ~ m o E :o ~ ~a N .._06 IZ c o'er dwm 12 do 12 ~ ~ o .c m .N. N a . 8 ~r~1 .C O U 'Sya1, hh~ h~ ~I~~h'} ~ d 12oof Bearin 25'-$' ..L. ..ba~.l.,~ .J ..I.. ~ L, l~, ~.I .•J . _ . _ . _ . _ . _ _ _ . _ . Roof Bearing 25'-6" Q c ~ ~:~m ~ o~o Concrete Barrel Tile - - Roafin (t ical). Concrete Barrel Tile ~ ~ yp 'Ke stone' Finish Soffit - y . ~ p ~ Bandin (Det I B3/8) Roofing ftypical~~,~rtR C~~t~+~ ~ > E ~ ~ ~ ~r ~ r,r, ' c m c _ Second Floor. rh:_2_L`~+° y . Second Floor 21'-S" I ® - • - - • - • - Piate Height ~ ~ c - - late Hei ht i' .,1., 9 s i~ ~ Pines le Grove W .a ro ~ $ ~ 8 sq,. pp 'Rosette' Medallion 0 o U-m t ical x 2) (yp ~ a ~~a a ~ tt tucco Soffit band 8 S r ~ - Iii ~o~ ~ ~ ~ r. pA wood u c ~ utter yystone' Finish ; U fustrades r Stucco Finish Newei ~ a °-'r Posts (Detail 'B/87. ~V M`v ~ a ~ QA ~ ~ . ~ Keystone Finish Bandin (Det'I 'B4/8') ~1 ~~o ~ O d N ~ ~ O Second Floor _ ll'-S" 0 ~ ~ ~ ~ ~ ' Second Floor ii'-S" - Elevation d ~ Elevation m C ~aM y a 'Keystone' Finish Sculpted 1'y m as c Band (17etatl 'BI/87, M v ~ 2"dia. 'Ke stone' y ry y = 3"dia. 'Keystone'. ~ ~ m~ N . h Finish Band • Finish Band n N i ~ y ~ ,,5 C ~ r~ ~ . ~ ^I ~ 3 iv Keystone Firnsh Quoins 10" to 12"dia, Ta ered ~ N N y K0y5t e ~ ~ ~ ~~N 'Ke stone' Finis y Finish Keystone Finish Pre-Gast ~ c windo Concrete Column (typicaU y c Window Surround, ~ Surrou d rn y ity ~ b •rn ~ d o.~ * ~ •N ~ 42"h. Aluminum Rail red 'Ke s one 6 to 8 dia. Tape y 0 Finish Pre-Gast Gancrete Column I ~ ~ ~ N Finish Ploor 0'-0" ' Finish Fioor 0'-0" _ ~ Elevation a ~ - c o - Elevation - _ c~ 'Keystone'. f=inish Sculpted ~ ~ ~ ~ •c c 'Ke Stone' Finish Sill y Band (Detail- 'BI/87 ~ ~ ~ ~ ~ ~ '~L Vi G IiL ~ _Cy ' stone' 4" over to to s 'Keystone' Finish- 'Sand' Texture Stucco ~ o c m m ' tucco 4 over to Grade Key 'Sand .Texture 5 s Finish Wall Base Grade 'Ke stone` - Wall Finish (typicai) Finish Wall se . Keyystone` Pre-Gast Concrete wall.Finish (typical) ~ ~ t ~ ~ all base . Balustrades (det'I 13/87, g t0 ~ a y E ~.o ~ i 'nts is _ _ An re roductian of #hese pn Y p front ~Ie~ation o . , ion era n hfi e rohibited b Federal Co g p Y pY • ~ ~ mE ro Scale: I/4" = I'-O.. . ille al re roduction wdl Laws. Any g p d to the ; be a ressively pursue gg ~°o $c°s n ht law. o. ~ 3'~~. ~ ~N3 fallest extent of the copy g . ' nc. ter Desi n Collection, c The Sa g E o. o ~~o ~c~ • IZ ~ N N ,O G1 y 12 ~ ~ 7 N B ~ ~ V 8 • ~ ~ C Concrete Barrel Tile a~ ~ C U Roofing (typicaU _ ~ IZ ti' n ~ ® c~ p nn oV 8 •••~•~Ir• RooP Bearin 28-8 r ~ ~ pNC Opp UL ~ n ~•3 Concrete Barrel Tile Roofin (t ical) 'Ke stone' Finish Soffit Soffit ~ ~ ~L 9 yP y Banding (Det I B3/8) r.., r... ,,,J,J,J . ) e ~ U? w o ~ ~ .~.~.,i 8.. StUGGO I- to ~ Soffit Band . ~ ~ o O 8" Stucco Soffit Band u o w Stucco Finish Newel . ooao ~~~bw~~ ~v~~~~~Q ~0 N Posts (Detail 'B/8') ~ aooo ~c~~~~ o u u• b 'Ke stone' Finish y Balustrades d L II'-8" Second Floor ply 'L° ~pm~$ /s~_~ ip7 V r' i Sl u ' 0.i ~ ?i'T VYa ~o~s~ ~ ' - ' ' _ ' ~ ' ' - ' - • Elevation ~ ~~'~b~~~~d CCU .5y~~a~.~3 • ~ oS °~o~36vbo u ~ ~ ~v~~~E~~ ~ ` ~ ~ N uoN.gTT~ 'f3q ~ ~ Q N 'Ke stone' Finish y ~AA•~~ ~Q. ~ N ~ r pre-Gast Concrete Balustrades (det'I B/8') x w 0. EU r~ ~ ~ ~ o.M ~ . N ~~~~e~'u•~ a ~ ~ z w V V rmian r iwr _.Elevation I® Ip.IQ ~v I~ I 16 'Sand' Texture Stuaro AML Ar-M 4 Keystone Pmish Sculpted 11041. to 12 dia. Tapered 'sand' Texture Stucco Wall Elvish ftypiaaU Band (Detail 'BI/8') 'Ke stone' Finish. Pre-Gast Wail Finish (typical) y rete Golumn 69p.1601) Gon6 E:Jevotion fi~ear ~l~~ation r4F i see Scale: 1/4 = 1'-0' A yI 1 ~ ? _ . 1\TEW CONS ~~.~UC JO 5 - ~~L ~O~J ? A ~ J Av ~ CAL ~ ~ ?'W A T~~~ ~ ~L JJ z o ~ A U o. ~1~ ~w . ~ ~ o ~ r J~ ~o~ o ~ A~ a w w ov U Z -0 ~ _a ~ , .J JJ'J ~ `J~ ~J ~I '1 ~-1 ~ ~ o ~ w 1. ALL-.WORK SHALL BE DONE 1N STRICT ACCORDANCE WITH DRAW APPLICABLE CODES AND ORDINANCES. CODES AND iRA~ING # / DESCRIPTION ~ z _ 0 ~ ~ ~ ~ ~ v ~.1 ~ COVER SHEET . ~7 v o ORDINANCES SHALL TAKE PRECEDENCE OVER THE " C-1.1 '.11 SITE PLAN ~ a `CONSTRUCTION DOCUMENTS ONLY Ilel THE CASE OF CONFLICT. SP-1 1 A 2: DIMENSIONS SHOWN ON PLANS ARE FROM FACE OF STUDS A-0.1 ? 0.1 GENERAL. NOTES.: - AND FACE OF MASONRY UNLESS SHOWN OTHERWISE. A-1.1 -1.1 FOUNDATION PL EXTERIOR WALL DIMENSIONS ARE. FROM FACE OF STUD. A-2.1 -2.1 GROUND FLOOR PLAN 3. CONCRETE TILE SACKER ON ALL SHOWER AND TUB WALLS. A_2.2 ?-2.2 FIRST & SECOND ;FLOOR PLAN . ~ _ N o0 N M ~ ~ 1-3.1 ELEVATIONS 4 CONTRACTOR SHALL-VERIFY QUANTITY AND DIMENSIONS OF A-3.1 d'_M 00 ?-3, 2 ELEVATIONS ~ - ~ w m .ALL WINDOWS AND DOORS W/MANUFACTURER SIZES PRIOR A-3.2 o -~'O ORDERING. _ A-4.1 ~-41 WALL SECTION - ~ ~.,_o _a 1-5.1 FIRST FLOOR FRAMING PLAN ~ H o a S. DOOR AND WINDOW OPENINGS THAT READ 3080, 20X40, ETC. A-5.1 ~ a 1-52 SECOND FL04R FRAMING PLAN ARE 3'-0"x8'-0" 2'-0°'x4'-0"; ETC. A-5:2 ROOF FRAMING PLAN ~ 6. COORDINATE ALL APPLICABLE AND PLUMBING FIXTURE E-1.1 -1 ~ 1 GROUND. FLOOR ELECTRICAL PLAN OPENINGS WITH GAB~NETRY. E-1.2 FIR T & SECOND FLOOR ELECTRICAL PLAN .1.2 S 7: COORDINATE ALL ELECTRICAL WORI~ OTHER TRADES SO AS w w -NOT TO CONFLICT 1N LOCATION OR PERFORMANCE OF OTHER SYSTEMS`. w 8. PLANS AND DETAILS-.ARE IDIAGRAMMATIC ONLY AND SHOULID NOT BE SCALED. 0 U. 9. CONTRACTOR SHALL VERIFY FIELD CONDITIONS ~ DATE: ; . 04/0612006 ~ ~ SCALE: ~ AS NOTED ~ ~ .x DRAWING N0: ~ ~ m ~i . , i 7T ° QIDS E 1.4orgpo A~• V 1 lll} y r-~ cd _ A BRUCE AVENUE CENTERLINE 0 0 A E-+ W~ EXISTING 5' CONC. SIDEWALK ~w ~ E-+ ~ W SOUTH 51.20' 0 w c¢ U A a u~ ~ ~ ~W d' h . N . ~ .~i ~w W N o~ i , W -o~ U `1~ ~ Z N N MI 1 - ~ a ~ ~5 v t 6'-6' ~ 5 3/4 '1~5 3/4 C/ - I I ~ I ~ ~ I ~ I I ~ ~ ~ wa w a ~ (.-I N . w' a I ~ ~ w ~ w ~ a ~w~ ~ 3 A~ . v, ~ a A~ - W ° ~o W ~ \0 ~ - ~ ~ - oa ~w ~ ~a ~w ~ ~ ~o dN' N - N TJ ~ LOT 4 0'" PROPOSED 3 STORY BUILDING z REFER TO A-2.I FOR DETAILS LOT 2 r :w U.. `w 5'-0' F-~ . E TBA W 5'-0' = w V U0 iy ~ . N ETBAC ETBAC F o _ ~ p" ~ ~c A 00 (7 w ~ w~~ ~ w ~ x~ _ ~ U~A I~ W F - W - ' z u~ _ 0 a WAEi ~ - - a `~~U - 3w~ ~~H ~ ~ , ~o~ _ N ~xw II v N. ~ . w I L ENTRY I _ boo ~ (V o0 N I LI 6'-6' - - - ~ ~cn~~ NEW PAVERS N Na^OO DRIVEWAY V w ~'w~"' ~ ~ TO STREET 3 - . v, 19 11 . , f~ ~aW~ o w, ....~n - . 0, Z U a ~ i _ , Hxa a E--~ . ~ SITE VISIBII,IT.Y ti~ TRIANGLES GS 5, ~ 0~ S 22d39'S7" E R=350.00' A=54. T C=54.22' . ,.g1 ~A 3 g _ - G~' W ti~ . ~ _ L~ . ~ H SITE PLAN SCALE:1 w 10~. 0~~ ~ ~ P C7 ~ ~ STRUCTURE IS LOCATED IN A ~ ~ DATE: 04!06!2006 SPECIAL FLOOD HAZARD AREA ~ ~ SCALE:. AS NOTED DRAWINGNO: iti rcu~Rei . pi euc eun. ncren c eu~ DIAGRAMMATIC ONLY AND SHOULD NOT BE m SCALED, USE DIMENSIONS SHOWN ON THE DOCUMENTS,. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.ON SITE,: 4` I TOT ®~lq, M . e ALLOWABLE _ REINFORCING SCHEDULE & _ II II II DULE & LOAD CAPACITIES DEFLECTION OF STRUCTURAL MEMBERS i II. II FLORIDA BUILDING CODE TABLE R301.6 ~ - I I.I. I I I I: I I I I I I LINTEL BAR CLEAR BOTTOM REINFORCII MAX SAFE SAFE LOAD Q - 'TOM REINFORCING BARS LEAD ON STRUCTURAL MEMBER ALLOWABLE WARNING. II CI LI II I I # LENGTH LENGTH SPAN 'A' A BARS 'B' BARS LINTEL DNL COMPOSITE DEFLECTION I r THE STRUCTURAL INTEGRITY OF.THE BUILDING .SHOWN ON B RS II Ii II II THESE PLANS IS DEPENDANT UPON THE COMPLETION ACCORDING TO " RAFTERS HAVING SLOPES GREATER .THAN 3/12'.WITH N~.FINISHED ' L/180 I I i I I I I F PLANS AND SPECIFICATIONS, STRUCTURAL MEMBERS ARE NOT SELF- 1 2'-10' ' ' ' I I t I I I 2 8 . 1 6 (2> 7/32 DIA 7/32' DIA NINE 1,000+ 3,000+ CEILING ATTACHED TD`RAFTERS _~I Ii II I SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING , , , bD NAILS @ 6.O,C, II II II II UNTIL PERMANANTLY AFFIXED TO.1'HE STRUCTURE AS DIRECTED, THE 2 3 6 3 ,4 2 2 PLAIN .BARS ENDS iIN.BARS ENDS #/FT #/FT INTERIDR WALLS AND PARTITIGNS H/180. ~ @ ALL PANEL EDGES... II II I.I Ii DESIGNER ASSUMES ND RESPONSIBILITY FOR THE STRUCTURE 3 4'-0' 3'-10' 2'-8' HOOKED UP 90• - TYP, ~ ~ ~ ~ DURING CONSTRUCTION, UNLESS THE CONSTRUCTION IS , , , , . IKED UP 90• 4 4 6 4 4 3 2 FOR 2 1/2 - - - II I1. II 1I - SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION, iL. II iI 2 1/2' FLOGRS AND PLASTERED CEILINGS L/360 1/2 CDX SHEATHING. I I I I I 1. ~ u, . r_ , , , #3 NGNE 1,000+ 2;100+ . ~i I I I CAST IN PLACE CONCRETE, 5 5 4 5 2 4 0 (2) #3 I I I I I 1 I 6 5'-!0' S'-8' 4'-6' _ _ #/FT #/FT ALL OTHER STRUCTURAL MEMBERS L/240 . I I I 1, ALL REINFORCED CONCRETE SHALL BE NORMAL WEIGHT 6D NAILS @ 12 O.C. ~ 7 6'-4' 6'-2' S'-0' I' @. ALL .INTERMEDIATE II: II II II THE MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWSI 8 6'-8' 6'-4' S'-4' AJ.SLAB.ON GRADE = 3000 PSI MIN. SUPPORT MEMBERS - iI ii ii ~ EXTERIOR WALLS WITH PLASTER OR STUCCO N H/360" FI ISH TYPE I I'I II I BJ FOOTINGS; COLUMNS, TIE BEAMS = 3000 PSI _ I I. I I. I I I I ~ ~ 9 T-6' T-0' 6'-2' (2> #4 - I I 1 I I:I i I 2, WELDED WIRE FABRIC SHALL HE 6 X 6 W1,4/W1~4 #4 NONE 800+ 2,250+ ,A. H " . I II I SO 8'-4' T-10' T-0' I Iq i 3,'CGNCRETE REINFORCING STEEL SHALL BE GRADE 60 #/FT #/FT EXTERIGR WALI.S-WIND;L~ADS WITH BRITTLE'FINISHES L/240 2X6 STUDS' @ 16 O,C, 1 II II I I I I r l I I li 9'-4' 8'-10' 8'-0' (2> #5 #5 NONE 800+ 2000+ EXTERIGR .WALLS-WIND LOADSAWITH FLEXIBLE FINISHES. L1120 ~ ~ Q.: It. : I.I i II If I r_, FOUNDATION REINFORCING: 12 10 6 10 0 9'-2' #/FT #/FT II 11 II II II It II II 1, THE REQUIRED .MINIMUM LAP SPLICE FOR REBARS SHALL BE (30 BAR DIAMETERS), NOTEi L=-SPAN LENGTH, H =SPAN HEIGHT, I i~ ICI t 13 11 4 10 10 10 0 (2) #5 2, EMBED FOOTING DOWELLS 6 MINIMUM-INTO FOOTINGS, EXTEND INTO #5 (2) #3 800 #/FT 2 000 #/ET ~A~-THE WIND LGAD -SHALL BE PERMITTED : TD BE TAKEN AS 0,7 .TIMES ^ ~ "O THE COMPGNENT AND CLADDING LGADS FGR THE PURPOSE. GF THE F,..~ A w 1 1 ~ r_ , , r_ , I I I I I I 1 I TIE BEAMS AND BEND HOOKS OVER TOP BAR 25 MINIMUM, 4 12 6 12 0 it 2 700 #%FT 1,800,.#/FT DETERMINING DEFLECTIDN'LIMITS HEREIN ~ 1 I I I I I 15 13'-4' 12'-10' 12'-0' - 1I II I I. I I I I t I 16 14'-0' 13'-6' 12'-8' h-~ w 650 #/FT 1,600 #/FT " - I I I I _ , I WOOD FRAMING: 600 #/FT 1,700 #/FT 71--i L ALL WOOD FRAMING SHALL CONFORM TQ THE APPLICABLE REQUIREMENTS 17 14'-8' 13'-4' NONE PRECAST CONCRETE 0 ~ ~ ~ E 650. #/ET 1,900 #/FT A SET FORTH IN THE 2004 FLORIDA BUILDING CODE AND.SHAI.L r_ , r, , - 18 15 4 14 .0 NONE E 650 #/FT 1,810 #/FT TDP LEG BARSi ~ . I-~ w. INCLUDE. BUT NOT BE LIMITED TO CONNECTIONS, BRACING, BRIDGING AND NAILING, VY LL HE TH11V 19 1T-4' 16'-0' #4 BARS BARS 570 #/FT 1,580.#/FT 7/32' DIA PLAIN BAR:EACH ~ " T 2, ALL STRUCTURAL LUMBER AND EXTERIOR FRAMING SHALL BE #Z , AIL~T DETAIL T W P N H W S T N 20 19 4 18'-0' (2> #5 BARS N 11V G SDU BERN YELLD I E ~R BETTER UNLESS OT ER I E NO ED 0 #5 BARS 500 #/FT 1,400 #/FT ~ L:EG UP T0.14'-8' LENGTHS - THE' DRAWINGS, 21 20'-0' 18'-8' (2> #5 BARS #5 BARS 425 #/FT 1,400 #/FT ° ° ~/8' DIA REBAR EACH LEG ~ w` OVER 14'-8' LENGTHS: Q I-~ _ ao a 7/32' STIRRUPS 2 4'-0' GC ~ ENTR 1 : SPECIFICATD]NS N ~ LENGTHS GVER 14'-8" (TIED L CONCRETE IN PRECAST MEMBERS TO BE MI t II I L ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP, OR :WELDED} ' BERS TD BE MINIMUM 4000 PSI 2 28 DAYS. - > ~ ~ I I I I 2, BAR STEEL SHALL. BE MIN, GRADE 40, DEFT - (I (HOOKED FOR BOND ANCHORAGE) ARE SPEC. GRADE 40, DEFORMED EXCEPT WHERE PLAIN BARS 'A' BARS (MAIN REINFJ AGE) ARE SPECIFICALLY PERMITTED. ~ , SEE SCHEDULE 2. DIMENSIONED LUMBER SHALL BE DRESSED S4S,:AND SHALL BEAR THE jj I GRADE .STAMP OF THE MANUFACTURER'S ASSOCIATION. U 5/8 CDX SHEATHING II I I 3. ALL LUMBER SHALL BE SOUTHERN PINE.NO. 2 GRADE OR BETTER WITH ~B. BARS -SEE SCHEDULE.. ; I 1 19% MAXIMUM MOISTURE CONTENT, CAST-CRETE PRECA _ ST LIN 'AST LINTEL SAFE LOADS i 1/4 i i/4' ' I II I 4, ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND: SUPPLIED BY 8D NAILS 2 12' O.C, I I I SIMPSON STRONGTIE CO, OR EQUIVALENT. I iL ~ SAFE LOAD @ ALL`INTERMEDIATE SAFE LOAD - PGUNDS PER LINEAL FGGT / ~ - H SUPPORT MEMBERS I II r 5, PRESSURE ,TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT T p I I TREATMENT IN ACCORDANCE WITH F,S, TT-W-571 AND BEAR THE LENGTH UNFI UNFILLED FILLED 7 5/8' ~ \p , Y ' ~ AMERICAN WGOD PRESERVERS INSTITUTE QUALITY MARK LP-2, I II I i SHEATHING SNALLIBE STAGGERED I' 6, PLYWOOD SHEATHING SHALL CDX WITH EXTERIOR GLUE, ALL 4'-0' C48') PRECAST 18 8D NAILS .@ 6' O,C, I I 1875 6048 `y U ~1 11'1 @ ALL PANEL EDGES II I. ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS, ~ 4`-6' (54') PRECAST 18 _ TYP, i i i _ 1860 4815 ~ 7, INSTALL BRIDGING IN ALL FLOOR OR ROOF JOISTS AT 8 0 OTC, I PRESTRESSED CONCRETE ~ ~ ~ I~ I MAXIMUM, INSTALL BLOCKING IN ALL WALL STUDS @ MID-HIEGHT, ~ ~ I II I 8, ALL NAILING AND BOLTING SHALL COMPLY-WITH AMERICAN INSTITUTE 5 -4 (64) PRECAST 15 I _ I' 1575: 3744 ~ ~ w ~ OF TIMBER CONSTRUCTION REQUIREMENTS, 1743 4615 7/32' ..DIA PLAIN HAR EACH ~ ~-~I 0 0 ®.T~ `PRE-ENGINEERED I I ~ 5'-10' (70') PRECAST 17 I S I CONT T W "MASS CONCR AC ITH NRY OR ETE SHALL BE WOOD TRUSSES I _ I? _ I PRE SURE TREATED, - 6'-6' (78') PRECAST 15 @ 24' O,C, - - - 1565 3260 ' 7/32'. PLAIN HAR STIRRUPS ~ V~1 ~ tPGSITIONERS> 2 4'-0' OC 10, PROVIDE A SINGLE PLATE AT-THE .BOTTOM AND DOUBLE PLATE AT THE NOTES AT OVERHANGS AND WITHIN 4' l]F.ALL EAVES AND RIDGES TOP OF ALL STUD WALLS, 2 X 4 SILL PLATES SHALL BE BOLTED TO T-6' (90') PRECAST 15 ~ ~ tTIED.pR WELDED) u ~O. 1550 2887 n ~ ~ . NAILING SHALL BE 6' AT INTERMEDIATE SUPPORTS AND FOUNDATION AT A MAXIMUM OF 4'-0' O,C, 2 STRAND; 7/16' DIA - 7.WIRE ' 6' AT PANEL EDGES 9'-4' (112'). PRECAST 10 11, STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, 1025 1747 ~ STRESS RELIEVED. 250 KSI V : w ?-j 'a' PRESTRESSING CABLE rF~ a F-~+ STUDS SHALL BE TRIPLED AT ALL CORNERS, , , SO 6 (126) PRECAST 9. M ° ° .922 1333 V ' U ?O~1 _ ROOF SHEATHING 12, WOOD LINTELS OVER NON-LOAD BEARING OPENINGS SHALL BE DOUBLE ® i-~-{ . 2 X: 6 HEADERS FOR SPANS UP TO 6'-0' 'AND DOUBLE 2 X 8 HEADERS- FROM 11'-4' (136') PRECAST 8i NAILING :DETAIL . , . . 6 0 TO 7 0, SEE PLANS FOR SPANS GREATER THAN 7 0, 800 1483 . , ~ F-~j a•{ . A BARS PER SCHEDULE. 12'-0' (144') PRECAST 7 750 1304 ~ l ' 13. ALL OUTSIDE CORNERS SHALL BE BRACED WITH A DIAGONAL 1 X 4 LET INTO OUTSIDE EDGE OF 2 X 4 STUDS, UNLESS PLYWOOD SHEATHING IS _ _ SHOWN ON DRAWINGS, 13'-4' (160'> PRECAST 6' 651 1018 -H ~ , 14'-0' (168') PRECAST 51 D T W00 RUSS NOTES, 585 909 F-`I , I I I 14'-8' (176') PRESTRESSED 51 563 1341 , ...TYPICAL LINTEL SECTION I II I 1, ALL TRUSSES SHALL HE DESIGNED IN ACCORDANCE WITH THE - II I APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE 2004 AND AS 15'-4' (184'> PRESTRESSED 5 ' II I SET FORTH BY THE TIMBER FRAMING CODES, 3/4 TONGUE & GROOVED L . I.I I 510 1210. tl) #5 BAR CDNTINUGUS , PLYWOOD GLUED AND NAILED I = 1T-4' (20B') PRESTRESSED . 31 ROOF TOTAL LOAD 40 PSF I. 387 911 i. I I I I WLL TOP CHORD = 20 PSF 19'-4' (232') PRESTRESSED 2! • S:;'~. C~NCRETE"BL~CK 'KN~CK~UT' CURSE BD.NAILS @ 12' O,C, II BOTTOM CHORD = 0 PSF . 289. 823 ~ ~ t` @ ALL INTERMEDIATE II I _ _ I II I WDL TOP CHORD - 20 PSF ,WDI. TOP CHORD - 25 PSF 21'-4' <256') PRESTRESSED 2'. ` ' SUPPORT MEMBERS I_ II I BOTTOM CHORD =-10 PSF FOR TILE ROOF frl ~ 00 293 879 ~ CELLS 'AND 'U' LINTEL FILLED W% CGNCRETE ~ N o0 N' - TYPr. I . I N . (2800 PSI 2 28 DAYS) crt ~ I I I 2, ALL .TRUSSES TO HAVE A 2X6 MIN, TOP CHORD, ABOVE INFpRMATION IS BASED ON .CAST-CRETE I I I I N. ~ ~ M pip N .CAST-CRETE (FECP CARP.) BRAND LINTELS, ' ~ PRECAST" 'U' BLOCK SHEATHING SHAL4iBE STAGGERED 3. ALL DESIGNS. SHALL BE PREPARED BY A PROFESSIONAL ENGINEER, BASED ON TESTS Ct1NDUCTED HY WERNER F`; RO; _ 8D NAILS 2 6' O,C, I I WERNER F; RGSCH P.E. ~ • ' N a N ~ I. REGISTERED IN THE STATE OF FLORIDA ALL SHOP DRAWINGS AND PRECAST LINTELS MAY:BE SUPPLIED BY CAST-C 2 ALL PANEL EDGES I II .IED BY CAST-CRETE OR OTHER .BUILDING CODE ~ (SEE DETAIL) ~ ~ TYP, I II I CALCULATIONS SHALL BEAR THE SIGNATURE.AND SEAL OF OF THE APPROVED PRECAST MANUFACTURERS, - ENGINEER, I i, ERS, ,t ~ . . #4 BAR ADDED THRU 'U' LINTEL ~T~~ .Q ~ " ~ THAN 12GRO~S IN SPANS .GREATER _ hr~-1. ~Q: u i II I Id II MISCELLANEOUS NOTES: o ~ PRE-ENGINEERED.. I I ..WOOD TRUSSES. I I.I I 1, THE GENERAL CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND EXISTING FIELD CONDITIONS PRIOR TO THE START.OF CONSTRUCTION AND REPORT N~a ~ ANY. DISCREPANCIES TO THE ENGINEER OR ARCHITECT, . E°+ a 2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL. MEASURES NECCESARY TO _ _ RLOOR SHEATHING PROTECT THE STRUCTURE, WORKERS AND ALL UTILITIES DURING _ ~ AIL DETAIL ' CONSTRUCTION, I,E, SNORING, BRAGING; TEMPORARY ENCLOSURES, N ING WATER PROOFING ETC, DESIGN CRITERIA: Florida Building Code 2004 with 2.005 and 2.006 Supplements W BASIC. WIND SPEED (3 SEC. GUST) 130 M~P~H WIND PRESSURE FOR WIND PRE SSURB FOR 0 EXPGSURE 'C, F MP E T WALL. R00 CO ON N S COMPONENTS BUILDING CATEGORY:. II _ ' L DD AND, C A ING P.S.F. AND. CLADDING P F .S. . EXPOSURE 'C' 130 MPH BASIC EXPOSURE 'C' 13O.MPH BASIC IMPGRTANCE..FACT~R, 1.0 _ A q WIND SPEED (3 SEC, GUST) WIND SPEED (3-SEC, GUST) q OPENING. ROOF`ANGLE 10-30 DEGREES OPENING WALL. AREA. INTERNAL :PRESSURE CLEF, +0,18 , - .0.18 AREA AREA Q 1 2 3 4 5 PRGTECTIGN OF GPENINGS ENCLGSED W PRESSURE +24,5 F'SF +24,5 PSF +24,5 PSF PRESSURE +42,6 PSF +42,6 PSF TRUSS LOADS REFER TD WGGD'TRUSS H : NQTES DN THIS. SHEET - ` 1 SO FL SQ, 10 FT, SQ. SUCTION -38,9 PSF -82,2 PSF -82,2 PSF SUCTION -46,2 PSF -57,0 PSF, COMPONENTS &.CLADDING REFER TO INDIVIDUALS w ITEMS ON FLOOR PLANS © 5 4 PRESSURE +22,4 PSF +22.4 PSF +22,4 PSF PRESSURE +40,6 PSF +40.6 PSF 5 4 5 5 4 5 : Rl7GF LIVE LGAD = 20 PSF a 20 FT, SQ, 20 FT, SQ. RD~F DEAD LEAD = 20 PSF 1 © 1 - - - F - - Q Q ® SUCTION 37,8 PSF 74,6 PSF 74,6 PS SUCTION 44,3 PSF 53,2 PSF Q TUTAL. ROOF LGAD = 40 PSF DATE:- , PRESSURE +19.5 PSF +19,5 PSF +19,5 PSF PRESSURE +381 PSF +38,1-PSF DIMENTI~N 'A' EQUALS. 04/0612006 . 10% ~F LEAST H~RIZ~NTAL DIMENSION DR fLO~R LIVE -LOAD = 40 PSF SCALE: AS NOTED ® 50 FT, SQ, SO FT, SQ, - 10% OF - SUCTION -36,4 PSF -64,5 PSF -64,5 PSF SUCTION . -41.7. PSF -48,0 PSF 40% OF 40% OF EAVE HEIGHT, WHICHEVER IS LESS FL~~R DEAD LEAD = 20 PSF ® BUT NI PRESSURE +17,4 PSF +17,4 PSF +17,4 PSF PRESSURE +36,3 PSF +36,3 PSF LEAST BUT NOT LESS THAN EITHER 4% ~F THE TOTAL FI.~~R LEAD =.60..PSF DRAWINGNO: LEAST HORIZONTAL DIMENSIDN OR 3 FEET CEILING JOIST`LIVE,LDAD.= 30 PSF : 100 FT, SQ 100 FT. SQ (914 M (914 MM). CEILING JGIST DEAD LOAD = l0 PSF , ~ ~ SUCTION -35.3 PSF -57,0 PSF -57,0 PSF SUCTION -39,8 F'SF -44,3 PSF R3O1,2( TGTAL CEILING LGAD =40.PSF ~ ~ R301,2(8)~ 'A'= 4 FEET IN ALL CASES, n ~ ~ ~ t~. ~ ~ rsa Ti Aft~ l F IL _ _ . _ 38'-0' 4. ~oNC, SLAB w/ TERMITE PROTECTION NOTES: 6X6 - /1,4X1.4 W.W - 12'-9' 12'-6' 12'-9' OVER 6 MIL-VAPDR BARRIER (TYPJ , , . A 1. APPROVED TERMITE PROTECTIVE TREAMENT SHALL: BE USED AND PROVIDED. SLOPE 12'-8' 6'-4' 6'-4' 6'-4' 6'-4' FINISH FLUOR SLOPE TO DRAIN 2. PERMANENT SIGNAGE FOR TREATMENT SHALL BE:POSTED NEAR WATER HEATER OR . _ F • c~,..,..,' _ 5'-0' A,F,F~ • - ELECTRICAL PANEL. , - ~ r r 3. 1'-0" MINIMUM CLEARANCE SHALL BE PROVIDED. BETWEEN THE..STRUCTURE'S ~ SIDEWALLS AND CONDENSATE:LINES, ROOF DOWNSPOUTS, SPRINKLER:.SYSTEMS AND 0 LJ L L~ A~• • P~L..6x6 WOUD PUST ' RISERS.FOR SPRAY HEADS. • WRAPPED- W/'WUUD #4 NOSE HAR ' COVERING (TYP. OF 4) FUUTING PER • • WELL COMPACTED 4. 6" MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN. EXTERIOR WALLS AND GRADE ~ FOR TERMITE INSPECTION (4" MINIMUM: FOR GARAGE/PA110 SLABS)..' Fri ' TERMITE TREATED FILL .DETAIL 9/A-11. c 1 5. APPROVED TERMITE PROTECTION SHOULD BE PLACED/PROTECTED W/ 6MIL VAPOR o ~ • z z BARRIER IT SHALL BE DONE AFTER EXCAVATION, BACKFlLUNG AND COMPACTION Z DO 3 I E 3 I ~ ANY SOIL DISTURBANCE AFIER TREATMENT SHALL BE. PROTECTED BY:PERMANENT ~ ` PLASTIC OR METAL FORMS. IN CONCRET FLOORS BOXED OUT OR CONSTRUCTED FOR Q (2> #5 CUNT, ~ VT, ~ in co M. THE INSTALU1T10N -OF PLUMBING LINES AND THE LIKE, iF SOIL IF' DISTURBED. AFTER . TREATMENT, SOIL SHOULD BE RETREATED. -~E~9I~N~ ~R..- DETAIL 1/A-1~1 6. TREATMENT SHALL BE APPLIED TO ALL 'EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" ~ ~ ° . 8 ¦ ¦ r ¦ ¦ ¦ ¦ ¦ ¦ ¦ I 1'-4" 1'-4" OF SIDEWALLS (W/ BMIL. VAPOR BARRIER AFTER: CONSTRUCTION) ~ J i - - 8'xf~"CtiO'~L . - (2) # 5 BARS CONT. (2> # S .BARS CONL T; ELIMINATE OVERPOUR OR :MORTAR ACCUMULATION -ALONG THE EXTERIOR. FOUNDATION W ~j . 0 ,.~4. ,-4' 4'-8' '-4 19 - FOOTING PER 10/A- .1 4 4 B 4 4 ~ -I I: ~ ~ .PERIMETER BEFORE :TREATMENT :TO ENHANCE VERTICAL PENETRAl10N. OF CHEMICALS. H w' I a 17 8' '-4' 1T-8 N u~ Z SECTION 3 ~ ~ I: I SCALE+ 3/4' _ 1'-0' 8. NON-CELLULOSE MATERIAL W/ TERMITICIDE SHALL BE USED FOR PROTECTIVE. SLEEVES- H 1'-0' A-1,1 AROUND-METAL PIPINGS PENETRAnNG ON SLAB-0N-GRADE FLOORS:. . A-4:1. , ~ 16'x8' WATER ~ a - ~ I UPENIN .SEE:. I A MINIMUM OF 2 UPENINGS UPE NGS _ DETAIL 1/A-2.1 a 9. POST CONSTRUCTION ALL LOOSE WOOD `AND DEBRIS SHALL BE: COMPLETELY. REMOVED O ~ 0 N HAVING A TGTAL NET AREA UP NOT I (TYPE, gF 12) I i ' FROM UNDER THE BUILDING-WITHIN 1'-O" EXCEPT FOR NATURALI:Y DURABLE OR P.T: WOOD.FOR GROUND CONTACT AND INSTALLED:6" MIN. FROM THE STRUCTURE FOR ~ F LESS: THAN 1 SQ, INCH FUR EV RY : I I v SQUARE FUUT OF ENCLUSED A ~ E T, 1 #5 VERT. AT 48' O.C., CORNERS, TERMITE INSPECITON. - I i ~ _ SUHJE:CT TD FLUUDING SHALL E P.T. 6x6 WGGD ENDS AND I' ENDS AND OPENINGS ~ w ~w ~ . a PRUVIDED. THE;. BOTTOM OF ALL v PUST WRAPPED W/ ~ OPENINGS-BRAE BE. NO HIGNER THAN ~ ¦ WUUD COVERING n. B' CMU . , . h-~ , . ¦ I uo o+ #S :DOWEL' I ~ FIN. FLR~ ~ .ONE FUUT-ABOVE. GRADE GPEN S i I #5 : DOWEL a #5 VERT. AT 48' OTC., CORNERS, ~ U' ¦ IN n. , ! MAY BE EQUIPPED:WITH SCREENS, ~ SIMPSON ABU66 5/8' MIN, 0 0 A,F,F ~ I 8, I ~ ; ~ ~ LUUVERS, VALVES, UR QTHER .n, . POST RASE C,M,U~ . 5/8' MIN, STUCCO ON ~ ENDS & OPENINGS 8'C,M.U, o I 30 (NAND 6,0) . M COVERINGS UR DEVICES-PRUV ED UR EQUAL I #5 DOWEL a - - ~ I~' THAT-THEY. PERMIT THE:.AUTGM TIC 4 CGNC W/FIBEF ' . EdIBY .AND.EXIT~E FLUUD~JATEBS~ I • ¦ #5 -CUNT. 4' CONC. SLAB ~ ~ ro ~ IL. a I L C.J. I TU DR D #5M 6W/FIBER MESH OVER . z w , r l 4i ~ ¦ ~ a, d' ~I ( I 4 #SMIL, VAPOR BA RI R N o ,TOP'-0F SLAB, . V • :T~ BE.. 4' MIN. CONCH M FINISH FLUUR SLAB a ELEV, 5 -0 4' CONC. SLAB W%FIBER MESH ~ ABOVE GRADE' ..OVER 6 -MIL. VAPOR BARRIE - 8'x16' CMU COLUMN, ~ 306E1I I SLAB - . ICI" ~ (NAND 11,00 ) N z I M I -J a . F~ fUUTING PER 10/A-1,1 u ¦ ING PER I 2'-0' Ii 2'-0' FINISH FLOOR o _ o~i ~ ~ 16'-0~ 20'-8' ~ DETAIL 7/A 11 ~ f _ (NAND 6.00') - - I ¦ -i _ FIN. FLR~ ~ H ~ cv L I ¦ ~ 0 4 A.F.F. r~ L WELL COMPACTED ~ - ~ V ~ :r , _ a ¦ .r , ' (NAND 5.7T ~ GRADE ~ C I ( I ( I ro TERMITE TERMITE TREATED FILL z GRADE.. ~s-1I ~ ~ o ¦ ~o N ~ I I I h-•i O' I_ / , N WELL COMPACTED.: W d' '.TERMITE TREATED FILL M o . - - 4x4 STEEL COLUMN 8'x16' CMU COLUMN, I E 3 MI ( _ FUUTING PER FUUTING PER 10/A-1,1 i R ao . _ . ~ 3 I 3. i s DETAIL 5/A-1.1 I to ao i. ; • ~ ~ ~ c~ ~ ~ N i. • .r a I , cn ; ~ • r 1 i0 C,J, ¦ 1~_4. ~O 2'-0' . - 2'-0' B T. OF. FpOTING 12' ~ , ® ~ - _ - _ I ~ •i. - - - - - I LJ o ~ (3) #.5 BARS CONL ELOW GRADE MIN, ~ W cn 1 a CUNTRACTUR SHALL a (2) # 5 BARS CD # 5 BARS .CDNT, (3) # 5 BARS CON M--1 ~ ~ I ° ~ ~ I ~ ~ CUURDINATE WORK WITH I I - 3. 0 q 4 a , - EXTERIOR FOOTING 1. ~ v ° • a. ~ ACCORDANCE OF - I P7 7 ~ N 1 ~ APPLICABELE FUUNDATIDN o ;ECTION 4 _ o ~ ~ _ NOTES. UN THIS PAGE ~ z a ¦ ¦ I d' scALE+ 1~ =:1~-0- A-1,1 _ ¦ i i FIN, FLR: ~ i ¦ ~ SCALE+ 3/4' = 1'-0' . J DETAIL- 2/A-1.1. ~ - ! o A-1,1 0 -0 A,F,F, - ALL MASONRY WALLS o I ~,p ¦ . ~ .i I (NAND 6.0') ARE -SHEAR WALLS 8' CMU _ H Ia P~Tr` 4x4 I. I I 4'x4' STEEL. COLUMN- STEEL COLUM #5 VERT. AT 48' OTC„ CORNERS, ) a WGGD POSTS I ~ I I I ~I. ENDS & OPENINGS ~ . I (TYP, OF 4)... I STEEL PLATE FOOTING PER ; L I _ . , . o. I WELDED TD COLUMN - PLATE D TO COLUMN . I ¦ DETAIL 8/A-1. i,~ ¦ #5 DOWEI: a 1/2' DIA, A.B; W/ 8' ~ ¦ I A 4.1 FIN, FLR~ I ( ~ ~ EMBEDMENT & 1-1/2' l fA. A,H; W/ 8' MIN, ~ TENT & 1-1/2' DIA, WASHERS 3/16' > 0'-0' A~F,F, o~ o _ I (NAND 6.0')' ~ a a (5) #5 EACH WAY I I I I POUTING PER RECESS SLAB .1' EACH WAY o 4''CONC. SLAB W/FIBER MESH. L I I _ -nE~rA~rn~lr----- OVER 6 MIL. VAPOR BARRIE ~ ® ~ ~ o ¦ I ~ ¦ I . _I , 3 CLEAR (TYPJ I AR (TYPJ a ~ ~ ~ ~ C.J. I - - - 1B, FL DR SLAB ` ~ N ~ N f~ ~ ~I1 . r o a~ ~ 0 8-4 4-8 16-0 2-0 . (NAND 6,00'). ~ c*1'~ ~h (yaN~ a _ I ~ ~ ~2) #5 OR l1> #7 VERTICAL AT L, , o ~ w I I ~ . 16'-0 WIDE GARAGE DOORS, a I OIW o„I ¦ ¦ LL Q ~ I ~ ~ 3'-6' SQ; ~C~MPACTED FILL < ~ ~ M O TERMITE TREATED O " l7 COMPACTED FILL z ~ ~ a :TERMITE-TREATED ~ u `I - I ~I¢ 88 188 0 COLUMN. FOOTING s I ~ ~ o I I ol~ ~A I I: L. POUTING PER -J SCALE+ 1. = 1, . I SCACE+ 1' = 1'-0' A-1,1 H x I 'b~'tAfC'~I~ ~f I : P,T, 6x6 WOOD-POST I ¦ ¦ _ WRAPPED W/ 12' _ ¦ ¦ DECOR, COVERING WITH (3) # 5 BARS CONT. 1,`4~ BOT. OF f~OTING 12' a - , r 1 - - 16'xi6'x36' CMU BASE • FIN. fLR, r (TYR OF 2> P~T~ 6x6 WOOD POST BELOW` GRADE MINA WRAPPED W/ 12'- I 5'-0' A.F.F. I DECOR. COVERING WITH T~j ~ T nT~T~T 0' TR A FOOTING PER ~ ( YNAVD 11.0 ( UP o + I L 8) 7, DETAIL 6/A-1.1 : ~ 16'x16'x36` CMU BASE E~ 1 L' 1V.O~ FO V 1 11 \ V ~ _ SCALE: - 0 I I ~ IS R 3 ~ I ~o SIMPS~N ABU66 SCALE+ 1' = 1'-0' A-I:I 1 ¦ .POST BASE OR EQUAL.- A - 1.1 . , I (4) #5 VERT, ' ~ - ~ CONCRETE STAIRS.PROVIDE.7 O 3/4'(196r1rn).MAX; RISERS HEIGHT AND 4 10'(254~Ir1) MIN. TREADS WIDTH THE _ VERIFY GRADE ` ~ SUM OF 1 TREAD.& 2`RISERS AND - 9 0 o z 28'-0' 10'-0' m m ~ IN GENERAL,-PLANS: AND. DETAILS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE ~ (3) #5 REBAR EACH WAY. SCALED. USE.DIMENSIDNS SHOWN ON THE . DOCUMENTS.. CONTRACTOR SHALL VERIFY. . 1 2 -0 SQ~ ALL DIMENSIONS pN SITE. U GLUM 6x6 P.T. W OD HOTS OF HOTS OF FOOTING 12' BELOW GRADE MIN. _ SIMPSON.ABU66 POST BASE OR EQUAL P.T. 2X6' DECKING ~ O . 44TING DETAIL. 6 FOUNDATION NOTES: _ ~ w FINISH FLOOR _ . P.T. 2x6 RIM JOIST ,T, Ex6 AT 16 O.C. M BOTTOM OF STRUCTURE SCALE+ 3/4' =.1' 0 6 A.F.F. AB V FLOOD PLAIN. CALE+ 3/4' =.i'-o' A-1,1 aim 36'x36'x16' CONCRETE (NAND 5,50') D E 1. SLAB-ON GRADE TO: BE 4' THICK W/6x6-WL2xW1,4 ~ PAD W/(4) #5 REBAR ~ SIMPSON LU26 JDIS (NAND 11,0') a 'MIN 4' CGNC, SLAB WITH FIBER MESH HANGER OR EQUAL FINI WWF ON 6' ML VAPOR BARRIER (LAPPED AND TAPED),: ' ~ R~ D t ~ 0410612006 FINISH FLOOR (FIBER MESH IN LIEN OF WWM-CONTRACTOR OPTIDN) - . EACH WAY ; ~ . ? OVER 6 MIL, VAPOR BARRIER (JOIST TG RIM JOIST) _ aa GRADE f - T AT D (N - ~ ~ S AS NOTED 2, PROVIDE TERMITE TREATED CLEAN WELL COMPACTED ~ n ' e e COMPACTED FILL. TERMITE RE E p,L 4X4 WOOD POSE cn EMBEDDED IN 12•x 4'.CGNC, (A D ; ~ S FILL UNDER FLOOR SLAB.. ~ ~ ~ 4' .CONC. SLAB .WITH ~ ~ D ~WINGNO: (2) #5 REBAR EACH WAY FIRER ME 2'-0' .2500 PSI FIRER MESH OVER 6 00 3~ TOP l]F SLAB ELEV, +.0'-0', EXCEPT WHERE NOTED m , CONCRETE (TYPICAL) ~ VAP MILS VAPOR HARRIER ~ B• BADE . ~ 1'-4'x1'-4' COMPACTI . ..TERMITE COMPACTED FILL 4. C~J = 3/16' W. x 1" DP SAW CUT. CONTROL JOWL CUT SAME DAY:AS POUR, TERMITE TREATED #5 REBA #5 REBAR 5. ALL WORK SHALL:BE DANE IN .STRICT ACCORDANCE ~ WITH APPLICABLE 'CODES AND ORDINANCES; D A Tl `TILT A TT / ~ n~ ~T T T~ T .,-,r, nrnr,? T~ n UT A TT.a'(11? 11/~ T1T~`T D TT n c~T C'T T T1TT A TT / \ ~ iu rr[irn~i ni Aun erTAn n '~n~ n*~~n~uwrrn: 1 l1L .LL' 1 !"l1L tv U.IJL U IV11N 1 UU I Il N V 9 1 L11 11. V,ltlY1 1lL A J -X.11v 0 L1 O. AN Ur.Nr-KMLI rL-MPW. MNL LD1MiW MRG LiMUMMMMM I lb.... ?I 1 1L L 1 1 ONLY AND SHOULD NOT BE`SCALED, A' q q SCALD 1/2' = 11-0• q q SCALD NTS A ' 111 , _ q A -1 1 SCALD 3/4 - 11-0 A- 1 1 SCALE 7. REINFORCE ALL. MASONRY WALLS W/`#5 VERT' AT 48' SCALEI 3/4' = 1'-0' qq A -1 O .C. MAX. AT ALL CORNERS AND JAMBS. I O u 1 y, I . D E :WINDOW SCHE UL ~E STAIRWAYS NOTES: TYPICAL WALL TYPES: cU REMARKS R311.S.1. WIDTH: A . OPENING QTI'• TYPE RE: MARK - ` STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL i. THE EXTERIUR OF THE .BUILDING: CONTRACTOR SINGLE HUNG . POINTS ABOVE THE PERMI'CfED HANDRAIL HEIGHT AND BELOW THE SHALL SEAL., CUNTINUOUS .FRUM WATER INTRUSIUN~ REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT ACL PENETRATIUNS SHALL BE SEALED FRUM - - x H35 MORE THAN 4112" ON EITHER SIDE OF THB STAIRWAY AND THE MIN.. MOISTURE. AND AIR INFILTRATION, "CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL 'Z; CUNTRATOR SHALL PRGVIDE WATER RE3ISTANI'<. SINGLE HUNG . 38'-0' : . _ W-2 37 x 38-3/8 I . 23 "HEIGHT, INCLUDING TREADS AND LANDING,"SHALL NOT BE LESS THAN o "BACKER HOARD IN LIEN OF GYPSUM BOARD AT: ALL 311/2" WHERE HANDRAIL IS INSTALLED ON ONE SIDE ANS 27"WHERE CERAMIC :TILE WALLS.' HANDRAILS ARE PROVIDED ON BOTH SIDES. . ~ 12'-9' 12'-6' . 12'-9' SINGLE HUNG WAL - WALL R311;S;2: HEADROOM." TYPE DETAIL ~ , . , , W-3 37" x 50-5l8" 4 6 -4 6 -4 . 12 8 6 4 6 4 24 CON' SHAI .CONTRACTOR THE MIN, HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE a LESS THAN 6'-8" _(2036 mm) MEASURED VERTICALLY FROM THE SLOPED S/8"MIN SHALL VERIFY STUCCO 2 SINGLE HUN 24 W-4 37" x 50-5l8" 2 QUAI` PLANE ADJOINIIVG THE TREAD N05ING OR FROM THE FLOOR SURFACE Z QUANTITY AND OF THE LANDING OR PLATFORM.. 8" CMU SIZI SIZE OF ALL A 0. WI IN LE HUN WINDOWS R311 S 3 STAIlt TREADS AND RISERS.' ICI W-5 37" x 63" 2 25 R311 S 31 RISER"HEIGHT. THE MAX. RISER HEIGHT SHALLBE 7 314". THE GREATEST RISER HEIGHT ~ WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY • U < - ~ ® ® W-6 48" x 48" 2 GLASS BLOCK MORE THAN 318": ~1 RTC 6x6:WOOD POST R311.5.3.2 TREAD DEPTH. ~ ~4 THE MIN. TREAD DEPTH SHALL BE 10". THE GREATEST TREAD 518" MIN. STUCCO ~ ~ O WRAPPED W/ DECOR, COVERING (TYPr OF 4) DEPTH WITHIN ANY"FLIGHT OF STAIR SHALL NOT:EXCEED THE 8" CMU W-7 72" x 24" I EYEBROW FIXED SMALLESTBY MORE THAN 3/8": WINDER TREADS SHALL HAVE A 314"RIGID 1 MINIMUM TREAD DEPTH OF 10 " MEASURED AS ABOVE AT A POINT 12" INSULATION FROM THE SIDE WHERE:THE TREADS ARE NARROWER WINDER TREADS Q (MIN.;R•S) ~ ~"I HORIZONTAL ~ . ~ SHALL HAVE A MIN: TREAD DEPTH OF 6" AT ANY POINT. WITHIN ANY 1X WOOD FURRING Z W-8 72 x 26 I co co co ROLLER FLIGHT OF STAIRS, THE GREATEST WINDER TREAD DEPTH AT THE 12" O ~ O (2) SINGLE HUNG 24 WALK LINE SHALL NOT EXCEED"THE SMALLEST BY-MORE THAN 318" 4 1!2" GYP. BA A 37 x 50-5/8 W-8 1 W! 72" x 24° "THE SUM OF 2 RISERS AND 1 TREAD SHALL BE BETWEEN 24 •ZS . - ~ h-1 ` ' NOSE W-4 W172 x 24 W-4 HALF CIRCLE BIB 112" GYP. BD. A R311.S,4: LANDINGS FOR STAIRWAYS: A FLIGHT OF STAIRS SHALL NOT - ~ W HAVE A VERTICAL.R[SE GREATER THAN 12 FEET BETWEEN FLOOR 2X6 WOOD STUDS LEVELS OR LANDINGS. THE WIDTH OF EACH LANDING SHALL NOT BE @ 16" O.C."MAX, ~ o A i 8'x16' CMU COLUMN, A N ' LESS THAN THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A ACCOUSTICAL REFER TO STRUCTURAL ~ ~ ~ ~ ~ . 4 4-8. 4 4 MIN. DIMENSION OF 36 " MEASURED IN THE DIRECTION OF TRAVEL. C BATT INSULATION - - WHERESHOWN , .r 17 8 4 17 8 N N R311,S.5 STAllZWAY WALKING SURFACE. ON PLAN 5/8' MIN, STUCCO THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS v~ ¦ 8' CMU . A-4iI ~ 16 x8 WATER NFIP REGULATIONS (ECT D .3 c ~ N SHALL BE SLOPPED NO STEEPER"THAN ONE UNIT VERTICAL IN 48" U2" GYP. BD: r HIRiZONTAL.(2°/a SLOPE).. " 112" GYP. BD, J-' ~ ao EMA TECHNICAL-BULLETIN i-93h W ¦ . i OPENING, SEE E i • 2X4 WOOD STUDS. ~ . W-3 a DETAIL 1/A-2.1 A MINIMUM OF 2 OPENINGS OPENINGS a , HAVING.A TOTAL NET AREA OF-NOT ~ 16 x8 D E (TYR OF 12> W-3 i R311.S.6: HANDRAILS. a ELEVATED A/C: ~ LESS-THAN 1 SQ.INCH FOR EVERY ~ a WITH RODENT HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH @ 16° O.C. MAX. CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE ?D ACCOUSTICAL f-i " ~ SQUARE FOOT OF ENCLOSED AREA ~ ! COVER PANELS TO PLATFORM . . BE GLUED. TD CMU ~ ABOVE FLOOD ~ SUBJECT TO FLOODING SHALL BE TREADS. BATT INSULATION . WHERE SHOWN ~ D THE BOTTOM OF ALL PLAIN" ~ ~ , PROVIDE \ ON PLAN F•,~ ~ OPENINGS SHAL BE NO HIGNER THAN ~ ¦ i i ~ ONE FOOT ABOVE GRADE..~PENINGS ~ A R311,S.6.1 HEIGHT. 112".GYP. BD. ~ ~"1 N HANDRAIL HEIGHT, MEASURED VERTICALLYFROM THE SLOPED PLANE ~ T , ~ ~ ¦ a ' i. MAY BE EQUIPPED'WITH:SCREENS, ! ADJOIMNG THE TREAD N05ING, OR FII~ISH.SURFACE OF RAMP SLOPE; v ~ . _ LOUVERS`VALVES, DR OTHER ~ , `D FIN, FLR.: COVERINGS OR DEVICES PROVIDED 3 0 ~ SHALL BE NOT LESS THAN 34" AND NOT MORE THEN 38". ~ ` / 8': CMU W/ HORIZ. " 0`-0' A~F,F.r: STORAGE ~ THAT THEY. PERMIT: THE. AUTOMATIC REINFORCING 16" ~ ~ > ^ ~ : @ ' ENTRY AND EXIT OF FLOODWATERS ¦ (NAND- 6,0') PAR NFIP REGULATIONS (SECTION 603(c)(5) SLOPE EEMA TECHNICAL BULLETIN_1-93)~ R31"1.5.6.2. CONTINUITY. O/C VERT. W ' d' . TO DRAI o ¦ GROUND FLDDR AREA = 1,448 SQ. FT. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL ~ NEW 374" FOAM L E"~- n - i ~ ~ ~ TYPICAL OPENING 16'x8' =:128 SQ,IN, co : 4 ; ~ ro 1,446 / 128 = 11.31 LENGTH OF THE FLIGHT; FROM A POINT DIRECTLY ABOVE THE TOP RIGID INSULATION O ~ ~ N MIN R-S RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF . ' 8'x16' CMU COLUMN r 3068 MINIMUM OF TOTAL. OPENINGS = 12 _ 1X WOOD FURRING THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL BE m .REFER TO STRUCTURAL . ¦ TERMINATE IN NEWEL, POSTS OR SAFETY TERMINALS. HANDRAILS NEW ~ . 0 ...112" HARDD? BOARD ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 U h+i 16 0 1 n • ¦ .o~ _ FIN, FLR. 1 1/2"(38 MM) BETWEEN THE WALL AND THE HANDRAILS:. 518" MIN. STUCCO rh -LINE OF LOAD. BEARING WALLS ABOVE - , c SCALES 1/2' _ 1'-0' -0'-4' A.F.F. i ' _ ~ A - ~ ~ 1 . EXCEPTIONS: 1,".HANDRAILS SHALL BE PERMITTED TO BE 8" CMU WI HORIZ. - V O INTERRUPTED. BY A NEWEL POST AT THE TURN. REINFORCING Q l6" a - - ¦ ¦ (NAND 5.7T) ~ ~ -a M O/C VERT. O 2: THE USE OF A VOLUTE, TURNOUT; STARTING EASING ~ . o ¦ N . GAS RENI ~ 4'x4' STEEL COLUMN f , OR STARTING NEWEL SHALL BE ALLOWED OVER THE F NEW '314" FOAM WATER 8x16 CMU ¦ cu HEATER ~ PLATFORM _ COLUMN, LOWEST TREAD. ~ RIGID INSULATION MIN: R=5 1~l ~o A TD ACCESS ~ THE GARAGE. SHALL BE SEPARATED REFER TO R311.S.6.3 HANDRAIL GRIP SIZE. _ 1X.WOOD FURRING F--( ~ ~ .ELECTRIC 639.2E.. STRUCTURAL ~ o , . FROM THE RESIDENCE AND ITS ATTIC AREA TEMPERED GLAZING i ~ a SERVICE HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN NEW 112" HARDIE BOARD _ BY NDT LESS THAN 1/2.(12~7Mro) GYPSUM ; ' ' 10' TREADS ~ RDOUS M BOARD APPLIED TO"THE. GARAGE SIDE, THE FOLLOWING SHALL BE.CONSIDERED SPECIFIC HAZA OUTSIDE DIAMETER OF AT LEAST 1:119" AND NOTGREATER THAN 2". IF ~ ' 4ZARDUUS THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETR ' ~ GARAGES BENEATH HABITABLE`ROOMS SHALL LOCATIONS FOR THE PURPOSES OF TEMPERED GLAZING (R308,4)~ NG (R308,4)i DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.114" WITH A ' ° ~ ~ BE SEPARATED FROM ALL HABITABLE ROOMS ¦ ~ CECTRIC ABOVE. BY NOT"LESS THAN 5/8'(15,9roM> 1, GLAZING IN.SWINGING DOORS(EXCEPT JALOUSTES)1 FIXED. )1 FIXED. CROSS SECTION OF DIMENSION OF 2114", - ~ ~ PANEL TYPE X GYPSUM BOARD OR EQUIVALENT, AND SLIDING PANELS OF SLIDING (PATID)'DDOR ASSEMBLIES ;EMBLIES - DESIGN CRITERIA: o WHERE THE .SEPARATION IS A EL CT I ~ . co AND PANELS IN SLIDING-AND BIFOLD CLOSET DDDR R , . _ ~ E r 9 _4 a FLDDR-CEILING ASSEMBLY,"THE..STRUCTURE A'" ! ASSEMBLIES) IN STORM DOORSI IN ALL UNFRAMED SWINGING WINGING NEW BUILDING SHALL"CONFORM M SUPPORTING: THE SEPARATION SHALL ALSO . N DDDRS ONTINUGUS WOOD HANDRAIL TO THE FOLLOWING APPLICABLE CODES: WOOD STAIRS. PROVIDE 7 314" MAX.. O ~ ; BE PROTECTED BY NDT LESS THAN o i ¦ ¦ ° 1/2'(12,7Mr~) GYPSUM BOARD OR EQUIVALENT, a 2, GLAZING IN DOORS AND ENCLOSURES FDR HOT TUBS,. •UBg RISERS HEIGHT AND to" MIN. TREADS 2004 FLORIDA BUILDING CURE ; , ¦ ao ¦ WHIRLPOOLS, SAUNAS, STEAM ROOMS, ;BATHTUBS AND. SHOWERS .3 0 E o GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE I SHOWERS. CONTINGOUS WOOD WIDTH: THE SUM OF 2 RISERS AND 1 FBC 2004- EDITIDN .WITH .2005 & 2006 SUPPLEMENTS ~ M ~ ¦ CEILING ~ COMPARTMENTS WHERE"THE BOTTOM EXPOSED EDGE DF THE SING THESE TREAD SHALL BE BETWEEN 24"•2S" ` ~ N .O~J' N OF THE . HANDRAIL NATIONAL ELECTRICAL. CGDE LATEST 'ADDITION (NFPA 70) W m ~ ~ to (R311,S:3:1,R311s.3.2) ~ M O 8,-e' GARAGE FIN, FLR, , GLAZING IS LESS THAN 60 (1524MM); ABOVE THE FLOOR OF HALL"/STAIR . ~ P.T. 4x4 .r i 0'-0' A.F.F. :UOR OF 2004 FLORIDA FUEL GAS CODE W i WALKING SURFACE, (NAVD 6.0') N . WDOD POSTS i ~ 3068 TREAD ~ CONTINUOUS WOOD HAND 2004 FLORIDA-PLUMBING:: CODE ~ N M N O FIN,..FLR, R309,S~ THE GPENINGS. BETWEEN .THE GARAGE (TYP, OF 4) 3~ GLAZING IN AN INDIVIDUAL FIXED OR OPERAB ~ r. ! AND RESIDENCE-SHALL BE EQUIPPED WITH W-3 0 0 A.F.F.' T VERTICAL EDGE IS 2004 FLORIDA MECHANICAL":CGDE a O :PANEL 1 x WOOD ~ ~ M (NAVD 6,0'> ¦ SOLID.WOOD"DOORS NOT.LESS THAN 1 3/8 ¦ ~ ADJACENT TO A DOOR WHERE THE NEARES y ' . E WITHIN A 24'(610roM>.ARC DF THE.DOOR IN A CLOSED POSITIDN 'AL EDGE IS RISER (TYP.) 2004 FLORIDA FIRE PREVENTION CODE rTW~ ~ ^ ~ ~ ' . :D POSITIDN FLORIDA ENERGY ,EFFICIENCY.CODEiFUR BUILDING W : ~ d' U ~ (35 MM) IN THICKNESS, SDI.ID 0R . ¦ ,a, HONEYCOMB CORE STEEL-DOORS NOT LESS ' A-4.1 AND WHOSE BOTTOM,EDGE IS LESS THAN 60'(1524MM).ABOVE ABOVE THAN .1 3/8'(35MM) THICK, DR 20-MINUTE THE FLDDR OR WALKING SURFACE, - - - - d . FIRE-RATED'. DOORS a 2 x I2 W00D o CONSTRUCTIDN''c004 FBC (ENERGY- CODE CALCS) STRINGER (TYP.} BUILDING UCCUPANCY~ R3 ~ .a~ ~ - an ~ - a _I ~ HOSE BATHROOM GROUP (2 BATHROOMS)(3,6 UNITS) -7,2 - CONSTRUCTIDN TYPEi TYPE V-B ~ ~ a 7.2 UNPRGTECTED P ~ ~ ~ , , . : ~ c Q, ~ ~ 3068 s ¦ 16'-0'xT-0' GARAGE ODOR ¦ BIB LAUNDRY GROUP (1 WASHER)(L4 UNITS). =1.4 A _I - DESIGN LOADS PER STRUCTURAL DRAWINGS w m I~ ' KITCHEN GROUP (1 SINK)(1,4 UNITS) =1,4 . - - A _ TOTAL UNITS = 10,0 = 14,6 GPM mow: , LEGEND; PROVIDE LESS THAN 4" SPACING 2 -0 3 -4 4 -8 16 0 2 -0 10 FT/SEC, MAX. VELOXITY ' ° o`S~- - - - VELOCITY = 8 FT/SEC -I r _ D PSI E D BETWEEN PICKETS & A 6".SPHERE- , N 1 PRESSOR ROP - ~ -----I r-- - PAVERS :SHALL NOT PASS THRdUGH THE I - - - - - - BY OTHERS ~ 1' MIN. WATER MAIN/WATER METER -LJ- I ~ . SECTIGN DETAIL .TRIANGULAR FORMED BY TREAD; : ; .RISER & BOTTOM OF RAIL. RAILING -3. 4 4. 4 F I ~ SHALL BE 36"HIGH MIN. 0 8'-8' 18'-8' ' i PLAN DETAIL I .r _ STAIL/RAIL DETAIL (INTERIOR . F SCALE: 112 01.; D.. - WALL TYPES ' ® ¦ ¦ ¦ LINE OF PORCH ABOVE _ P,T, 6x6 WDDD POST 2 x lO W00D SIMPSON HiJ212 SLOPED SOUND INSULATION 2X10 TREAD (TYP.) ^ . , - ~ I. UP WRAPPED W/ 12 WINDGW TYPE W~l F~ ~ DECDR~ COVERING :WITH - ~ ~ I L , 0 TR A 16 x16 x36 CMU BASE o ~ I 8) 7. (TYP, OF 2) BUILDING DATA; ~ in I ~ ISR ~o 0 FIRST FLUOR: LIVINGi 1315 SQ. FT. O I ( SECOND FLUOR LIVINGS 1315 SQ. FT. I I r R STAI .8. RAILING DETAILS REFER TO TGTAL LIVINGS - 2630 SQ. FT. FD R - ® NOTES ON DRAWING A-2,1 & ELEVATIONS .GROUND FLOOR ,GARAGE/STORAGE 1287 SQ: FT. CONCRETE STAIRS PROVIDE 7 . , GIRDER TRUSS GROUND FLOOR .HALL/STAIRS ' 161 SQ. FT; REFER TD NOTES &; DETAILS ON A-2.1 3/4'(196roro) MAX, RISERS HEIGHT AND FOR STAIR AND RAILING DETAILS 10'(254MM) MIN. TREADS WIDTH -THE WOOD STAIRS PROVIDE 7.3/4'(196MM) SUM OF 1 TREAD ~.2 RISERS AND WALL BEYOND GRGUND FLOOR EXTERiGR STAiR~ 95 SQ. FT. MAX; "RISERS "HEIGHT. AND 10'(254MM) 8'-30' 5'-10' • NAIL TREADS TO STRINGERS ' MIN, TREADS WIDTH.. THE SUM OF 1 TREAD & 2 RISERS.AND SHALL.BE . , 10'-0' . 28'-0' WITH lOd NAILS (TYP.) FIRST FI:OOR PORCHES 52~ SQ. FT. DATE: 04!06/2006 SECOND FLUOR. PURCHESi S28 SQ, FT SCALE:. ; ASNOTED 1 x P.T: W00D TOTAL PORCHES . RISER (TYP.) 1056 SQ. FT. DRAWING N0 STAIR SECTICJN ~ ~ SCALE: 314 " =1•, D... ~ . . ~ tiv SCALE::114 : 0.. IN .GENERAL, PLANS AND DETAILS ARE ~ o - ~ ~ - ~ - m~rn~uu~r*n nw v ?un: eunw r unr nr ~ :[7 ~ - A ~ ~ L1RumfirIM i 1 il+ ul\L 1 191Y1! JnuuLN Clu DL' m m ® . SCALED. USE DIMENSIONS: SHOWN ON'THE DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS..ON SITE. 1 . A 38'-0' .9' 12'-6' 12'-9' ~ 12'-9' A 6'-8'. 38'-0' 12 -6' 10'-8' 3'-2' S`-0' ` . . . 2 . ~ ; 2 - A-4.I A-4.1 - ~ ~ , GUARD RAILING. GUARD RAILING. REFER..T~ A-2.1. & WATERPROOFING SYSTEM, . REFER TD A-2,1 & P.T. 6x6 WDDD PO T WRAPPED W/:DECD , f-{ ELEVATIGNS-FOR FIN.-FLR. REFER TG WALL .SECTION ELEVATIGNS-FOR COVERING (TYPr O~ 4) O .DETAILS _20'-11.1/2' A.F.F. DETAILS . H CEILING 10'-4' N (NAND 26~96'> o. ~ W ~ c h+i . ~ 4'-0' 11'-10' 16'-1' 4'-9, '-4 0 0 ao ~ ~ COVERED PORCH oA ~ U ~ M R NCY Z EEGE FIN, FLR, ti~ ~ ~ a UNCOVERED DECK a ESCAPE DOGR~ w~ ~I OQ JO (NAND 15,56') h+~l y w-( B B W-3 ~ w - B ~ 1 - . , ¦ ¦ ¦ E..( , ¦ ¦ _ ¦ ¦ ¦ . ¦ h~l - ~ F...i,. (4> 3068 FRENCH ¦ B 6 1/2 9 8 1/2 B (4Y 3080 FRENCH TEMPERED GLAZING. _ _ SEE NGTE ON A-2.1 rS`Ri:LVIF(~AR~ DHC DHC - TEMPERED .GLAZING - - - - - - 0 HANGER ROD , I ~ a ro ~ ~ SEE NOTE ON A-2.1 - ~D/W~ D 1 rOr11 A ~ . I I TUB _ co 36' HIGH BASE DISPOSAL ~ _ V ~ W,LC, w 6 ¦ ~ D ~ GAS FIREPLACE PER ~ CABINETS CE PER in , W ~ I MANUFACTURE SPECS :SPECS GAS ® ¦ ~ ~ w1 'ENT STOVE O I-i ,c I ~ FRESH AIR VENT . A-4.I VAULTED ¦ I / ~U CEILING . ~ ~ I ~2 VAULTED i ¦ A-4.I io ILOING KITCHEN D ~ CEILING a ¦ - MASTER LIVING o ~ i ~ 4'-13/4' 2'-10' S'-8 FIN, FLR. a ~ w-~ BEDROOM #i MASTER B N 5'-4' 10'-0 3/4' A.F.F. N ~ ~BATHR~~M . , i , FIN,. FLR.. a (NAND 16,06') REE, ~ ~ ' ~ i0 ~ n 21'-5.1/2' A,F.F, i , ~ (NAND 2746') i ~ ~ ~Z ui ~ils ¦ m ~ ~ ~ CEILING ~ °a . _ ~ 10'-0' ~ ~j 'C p C S E \ \ F-I .2868 POCKET . ¦ ..O _ _ ~ a LINEN ~ ¦ D ~o - D 1-1 ~ LINE OF i 1468 ~ U w ¦ VAULTED o I-FD c ~ CEILING i i N KITCHEN LAYOUT COUNTER ~ ¦ ~ ~ ~ W ~ 18'-5' - ~ 4 2' '.4 1/2 SO'-6' ~ i~ PER KITCHEN ~ O DESIGNER 36'.HIGH BASE ~ ~ ~ w ~ D BATHROOM , C CABINETS ` ~ o o ~ n D C _ D ¦ ° ° - - 2868------- - i C 2868 M ~ 4'-0_ ARCH O ~n . ARCH 2) 2680 8'-0' ARCH. OPENING i0 a ING BI-FOLD C ~ ~ ~ ~'J ~ N SHELVING AND ~ GPENING 0 36'(762r~m) MIN . I HANGER RGD i ~ u ¦ ~ ATTIC .ACCESS ~ o+ ~ D ~SH HALL VAULTED i _"y~ A.H.U. ~ c a ~ (30 MIN CLEAR I I 4 D ~ L./ CEILING 2)2668 i.: ~ A S 306: W,I,C, ~ ~ A,H,U, 3080 L./ w - 2680 ~ W-1 . o. i HEADRGGM 2 CCES I I-FD D I n ~ ~ 2680 ~ BI-FGLD I ~ N GPENING) , ~ _ D ° ~ . -SHELVING AN D a. N ~ U O •r DRYER 286 2868 2868 ~ ~ ¦ CEILING HANGER-ROD ~ ¦ :ICING _ D D D 10'-0' ,_0, ~ ¦ ~ • B aI 1/ 12'-6' 3'-10 1/2' 3'-4 1/2' _ 5'-8 1/2` ~ 26~ 2680. POCKET 268D POCKET, CEILING D o ~ 10`-0' o I - 2068 i (2) 2668 _ - W-1 ~ ~ ( 3080 N ~1 n ,I BI-FOLD. a I BI-PASS a I BI-FOLD cu : 2880 VAULTED D 2880 CEILING ~ ~ CEILING ¦ 10'-0' DINING ~ , ' 3 -6 D 5 -4 a 12 11 1/2 ° _ zl BEDRd~M #Z '-4' a'-lo' 6'-o u2' ~ FIN, FLR, aA ~ o p. ~ VAULTED ~ o HALL ~ ~ ~I~ a CEILING ~ i ,i ~ ~ B ~ a FIN, FLR. FIN, FLR. D ~ ~ >w 2p-5 1/2' F BEDR~~M #3 _ ~ ~ 10'-0 3/4• aF,F. OFFICE ~ (NAND .16,06'). D w z + .F. u~ (NAND 16.06. ) ~F,F, FIN, FLR. D ~ (NAND. 2746) FIN. FLR, ~ til= (2) 2666. . A-4.I ~ - B[-PASS 21'-5 1/2' A.F.F. 10'-0 3/4' A.F.F. .(NAND 1606') ¦ A-4:1 O I (NAND. 27.46') ~ Q, a I VU-1 i ~ ti a _ W-1 ~ ~ NON z na - ( Q ~ I . ~ ¦ ~ - 14'-10 i/2' 12'-ii i/2' a m cr1 ~ O - d- c~1.00 c ~ ~ TEMPERED GLAZING, TEMPERED GLAZING o _ ¦ - - SEE NOTE ON A-2~1. SEE NOTE ON A-2.1 ¦ - - - N TEMPERED GLAZING TEMPERED .GLAZING, o , N N p - - - SEE NOTE ON A-2~1 SEE NOTE ON A-2.1 a ~ ~ ~ O ¦ L_ H - ~ (2)3068, SLIDER (2)3068 SLIDER a r - - B (2)3068 SLIDER. (2)3068 SLIDER' E O _ L .o B i w m - ~ z am a r- a~ . W ~ W pQ`a a~ ~ w EMERGENCY EMERGENCY ~ ~ z ~ ~ w _ o m ESCAPE DGOR~ ESCAPE' D<70Ri ` ^ z ~ r ~ EMERGENCY w ESCAPE DD Ri . ~ ~ ` . r,~ N - UNCOVERED .DECK. o~ CGVERED PGRCH a N ~l . Z . 4'-4' 4'-4' ¦ ° 4'-4' 4'-4 ¦ ~~a 4'-4 ~ FIN, FLR, P,T, 6x6 WOOD POST wa , GUARD RAILING.. Z FINS FLR, ~ , GUARD RAI ING~ a W_5 c FIN, ~FLR~ N w-S c a 20'-31 1/2' A.F.F. WRAPPED W/ DECOR, oQ REFER .Tq A-2,1 ao E..{ P~ 9'-6 3/4' A~F,F, ~o ELE ATIONS WATERPRG FING SYSTEM w~ (NAND 26,96') ` REFER TD =2.1 M 4 A F. , _ a (NAND iL3~ > I~,) (NAND 15,56') COVERING (TYPE DF 3) h~ FOR D TAILS ~ , REFER Tq ALL .SECTION pQ & ELEVATI NS ~ Jp FGR DETAI S W NH d. ¦ ~ ¦ i ¦ i ¦ , (2) 3080 FRENC ¦ ¦ ¦ ~ C ¦ ¦ W/ EYEB OW - w~8 - B TEMPERED w-7 B W-7 B , REFER TG `NOTES 8. DETAILS' GN A-2,1 FGR _ GLAZING SEE ~ - ~ ~ REFER T NOTE& & DETAILS DN A-2~1 . STAIR GUARDRAILS AND RAILING DETAIL , Z NOTE ON A-2.1 A-4.1 I FOR STA R AND RAILING DETAILS. 2 M WGGD STAIRS. PROVIDE 7 3/4 (196rom) MAX, RISERS HEIGHT AND SO'(254MM) , ~ , • • ~ ~ FIN, 'FLR. WOOD S AIRS, PROVIDE.? 3/4`(196Mr~ _ D , ~ ~ ~ MAX, RI RS HEIGHT AND 30'(254Mro) A-4.1 MINA TREADS: WIDTH. THE SUM GF 1 1-10 6 4 1 10 3 8 6 4 7 8 6 4 4 0 ~ u~ ~ ~ MIN. TR DS. WIDTH THE SUM DF 1 O TREAD &:2 RISERS AND: SHALL BE S 0 A,F~F~ ~ ~ ~ (NAND 1i,0'> 10 -0 28 0 1 1 • EpD TREAD 2 RISERS AND SHALL BE I- ~ 38'-0' ® L_>_ _ a _ _ P.T. 6x6 WGGD PGST WRAPPED W/ DECGR~ CGVERING (TYP, GF 2) 1' 6'-4' 1'-1 ' 1'-1 3'-8' 6'-4' T-8' 6'-4' 4'-0' 0 0 FOR STAIR & RAILING DETAILS REFER 8'-10' 28'-0' ~ 1 NOTES GN DRAWING A-2.1 & ELEVATIGNS ~ F~ CGNCRETE STAIRS. PRGVIDE 7 10'-0' 3/4'(196Mr~) MAX, RISERS HEIGHT AND ~ ~ SCALE: 114 " =1'- 0" 10'(254roM) MIN, TREADS WIDTH, THE ~ ' SUM GF 1 TREAD & 2 RISERS AND 38'-0' ~ Ga t~? ~ G) . r- ,C ~ DATE; 04106/200fi ~ ..a . SCALE: AS NOTED,. mm ~ _ DRAWING NO:. FIRST FLOOR PLAN .:.SCALE: 114 _ 1., D.. IN GENERAL, PLANS AND DE~TAILS. ARE nrneonuunrrr n?u v e~m runni n unT er l .te SCAL ~nuu~y nu SCAL . D, USE. i a ED USE. DIMENSIONS:. SHOWN ON :THE DOCUMENTS, :CONTRACTOR. SHALL VERIFY ALL: DIMENSIONS ON SITE ole amp RIDGE VENT ROOF TOP ELEV. 39'-3' (NAND 45,25') - ELEVATION NOTES: I ~ . A _ 12 1,;. IN .GENERAL; PLANS AND DETAILS ARE`: DIAGRAMMATIC ONLY AND SHOULD- NOT BE SCALED, , 6 _ ~_MEAN ROOF HEIGHT 2+ DOOR AND WINDOW OPENINGS THAT READ. 3080, 20X40, ETC, ARE 3'-0'x8'-0', 2'-0'x4'-0', ETC, ELEV. 34'-4 1/4' (NAND 40,34'). 3~' .VERIFY WINDOW OPENING DIMENSIONS EVENT TILE ROOF - W/ MANUFACTURER SIZES q _ 12 4, THE CONTRACTOR,;UP~N COMPLETION OF. HIS WORK,: SHALL BE-RESPONSIBLE FDR ANY AND 6 TILE. ROOF ALL CERTIFICATIONS°THAT MAY BE REQUIRED, ~ RGENCY E FASCIA; REFER TD EME SCAPE DOOR WALL SECTION 5,: IN GENERAL,. PLANS AND DETAILS ARE. DIAGRAMMATIC a - ONLY AND SHOULD NOT BE SCALED, TRUSS BEARING SECOND FLOOR ` - _ x~ ELEV 29'-5 1/2' (NAND 3 .46'> . CONCRETE RAILING SYSTEM PER MFG,-SPECS <TYPJ O . DD DOO , SEE i PORCHES, ~ B~1?~l. BALCONIES OR IN GENERAL, PLANS :AND DETAILS ARE; ~ . RAISED FLOOR SURFACES LOCATED DIAGRAMMATIC. ONLY AND SHOULD NOT BE PL PLA STUCCO MORE THAN 30' ABOVE FLOOR OR- SCALED.. USE DIMENSIONS SHOWN ON THE GRADE:BELOW SHALL HAVE. QUARDS DOCUMENTS, :..CONTRACTOR SHALL VERIFY ~ 0 NOT LESS THAN°36' IN HEIGHT ALL DIMENSIONS ON SITE ~ PROVIDE LESS.THAN 4' SPACING BETWEEN PICKETS AND PROVIDE A Z _ ~ 0 BOTTOM RAIL THAT WILL. REJECT. ~ THE PASSAGE OF A 2' SPHERE, a= ~-i w STUCCO 1 W FINSHED SECOND FLOOR JW~ _ 12 6 ELEV. 21'-5' 1/2'. (NAND 2746') W x a Z ~ ~I ~-FIRST FLOOR TRUSS BEARING ~ o o ~ . TILE ROOF ELEV. 20'-0 3/4' (NAND 26,06')" a .°~°uto ~ ~Z~ U A~ ~ ENTRY TRUSS BEARING r"'+ - NQZv ELEV. 18'-0' (NAVD'24A0') P9o DO ; DO - EH 1~ a ~ ~ U PL STUCCO- PL P.T. 6x6 WOOD POST _ o WRAPPED W/ DECOR,' , . W o COVERING (TYPE OF 3) _ _ _ . o~ - _ U. D DECORATIVE CORBEL. (TYPJ S F - _ P ELEVATED ALC ~_FINSHED FIRST. FLOOR ELEV. 10'-0 3/4' ;(NAND 1606') O 00 - GROUND FLOOR TRUSS BEARING _ ELEV. 8'-8' (NAND 14,6T> ; ; - DOOR SEE ; FLOOR PLAN N . rl ~ P,T, 6x6 WOOD POST WRAPPED W/ ~ U f~,'` ~n GARAGE DOOR SEE 12' DECOR, COVERING WITH ~ i 16'x16'x36' CMU BASE tTYP, OF 2) ~ ; a/ 01 FLOOR PLAN _ - - r` BASE FLOOD:ELEVATION _ W _ d' ELEV. 5'-0' .(NAND 1LOO`> _ - - STUCCO PLATFORM O ~n ~ ~ ' N TO ACCESS . ELECTRIC Hp - SERVICE _ _ FINISH -FLOOR SLAB 1 ~ON l ~Lii V I"1 1 IUN ~ a .H . CONCRETE RAILING. f LEN, 0'-0' (NAND 6.00') . SCALE: 1/4 _ ~ ; D,~ _ ~ 0 . M SYSTEM PER MFG, SPECS (TYR) z W . @~3~L PORCHES, BALCONIES DR h-I ' . IMPACT RESISTANT GLAZING - ^ ~ GROUND FLOOR: AT .ALL NEW.. DOORS AND. WINDOWS H RAISED FLOOR SURFACES LOCATED MORE THAN 30' ABOVE FLOOR OR RIDGE VENT FIRST. FLOOR; CONTRACTOR SHALL PROVIDE ~ 1 - GRADE BELOW SHALL HAVE QUARDS SECOND-FLOOR: CERTIFICATION FOR IMPACT ` - H. - d_ROOF_TOP - RESISTANT:GLAZING,: ' NDT LESS THAN 36' IN HEIGHT ' PROVIDE LESS THAN 4' SPACING ELEV, 39'-3' (NAND 45,25') BETWEEN PICKETS AND PROVIDE A BOTTOM RAIL THAT WILL REJECT THE PASSAGE OF A 2' SPHERE 12 - MEAN .ROOF HEIGHT - 6 ELEV. 34'-4 1/4'".(NAND .40,34') _ TILE ROOF O ~f1 i M ~ ~ ~ ~ - N oo N - - _ - , EMERGENCY ESCAPE DODRi w-~I d'm~`~ FASCIA REFER TO WALL SECTION TRUSS BEARING SECOND FLOOR U"~ , ~ N ~ ^ :p - , ' ~ ~wM o - - - - - - CONCRETE RAILING ~ \ ~ W ~ , .SYSTEM .PER ,MFG. SPECS (TYPO DOO , STUCCO @$3Z,L PORCHES,: BALCONIES OR ~ ~ < ~ ~ 0: U : RAISED FLOOR SURFACES LOCATED a H PLA MORE THAN 3O'.ABOVE.FLOOR OR a GRADE BELOW SHALL HAVE:QUARDS ~ xi . NOT:LESS THAN 36' IN HEIGHT - Pi . _ DETAIL #1, PROVIDE LESS THAN .4' SPACING BETWEEN PICKETS AND PROVIDE A ' 8' CMU WITH:FILLED CELL lx WDDD BUCK ..,.AND (1) #S REBAR BOTTOM RAIL THAT WILL. REJECT . ; THE .PASSAGE. OF . A 2' SPHERE, (1) 1/4' TAPCON 1.1/4'. MINIMUM INTO CONCRETE FOR FINSHED SECOND'FLDOR _ - BUCKS 1 1/2' AND SMALLER ELEV 21'-5 1/2' (NAND 27467 (U 1/4' TAPC~N E~R:1x4 . _~L-FIRST. FLOOR TRUSS BEARING WDDD BUCK DR SMALLER AT 12' O~C~ AND'(2) 1/4' TAPCONS ELEV. 20'-0' 3/4' (NAND 26A6') - ' FOR 1x6 WOOD BUCK OR WINDOW/DOO . LARGER AT:.12' O.C..1 1/4' MINIMUM INTO CONCRETE DOD , . SEE P.T. 6x6 WOOD. POST DETAIL #2, .WRAPPED W/ DECOR 8': CMU WITH FILLED. CELL 2x WOOD BUCK PLA STUCCO COVERING (TYPE OF 4) F"'~ .AND., (1) #5 REBAR 0 #lO.PANHEAD OR #12 PANHEAD_ SCREWED 1 1/4' .INTO WDDD BUCK MINIMUM.' • (1) .1/4' TAPCDN FOR 2x4 m .WOOD-BUCK. OR SMALLER AT V 12' O.C. AND (2) 1/4` TAPCONS . FOR: 2x6, WDDD BUCK OR. WINDOW/DOO .~ll . - h~i LARGER AT 12' O~C~ 1 1/4' ~L FINSHED FIRST FLOOR ELEV 10'-0 3/4' (NAND 1606') MINIMUM INTO CONCRETE _ _ #1~ BUCK MUST BE ATTACHED:TO TRANSFER THE LOAD TO ~ GROUND FLOOR TRUSS BEARING ELEV 8'-8' (NAND 14,67) _ THE SUBSTRATE. #2.' BUCK MUST EXTEND BEYOND THE•INTERIOR LIP OF'THE. ELEVATED A/C: DATE: ` 04/0612006 ~ SCALE: AS NOTED _ WINDOW/DOOR PROVIDING FULL SUPPORT. - D : #3. BUCK SHALL BE CONTINUOUS DN ALL SIDES ~F FRAME. BASE FLOOD.ELEVATION _ ~ ~ RAWII~IGNO: ELEV; 5'-0' (NAVD'11,00'). m ~ _ #4. WINDOW AND DOOR ASSEMBLIES'SHALL BE..ANCHORED AS STUCCO SHOWN.ABOVE DR PER MANUFACTURES RECOMMENDATIONS ao i G' ~ ~ - PER THE. DESIGNED LOADS.tUSE WORST. CASE), -BACK ELEVATION P.T.. 6x6. WOOD POST n w w ~ WRAPPED W/ DECOR, SCALE:114.~~ _ 0,~ , ~ ~ ~ #5. WHERE:.WOOD SHIM DR .BUCK IS', LESS THAN 1 '1/2', n COVERING (TYR OF 4) ~ ~ 'WINDOW AND-DOOR ASSEMBLIES SHALL BE ANCHORED PLATFORM TO ACCESS _ ` ~ ~ THROUGH THE-JAMB. REFER TO DETAIL #1 ABOVE. ELECTRIC SERVICE - _ - IMPACT RESISTANT"GLAZING, ~ ~ e ,l FINISH FLOOR SLAB GROUND FLOOR: AT ALL NEW DOORS':AND WINDOWS _ rixsi rLwxt CONTRACTOR SHALL PROVIDE s s ELEV. 0'-0' (NAVD 6,00') SECOND FLOOR: CERTIFICATION. FOR,`IMPACT . RESISTANT GLAZING. ~o Adak 0. Alk AE-20C r 17 RIDGE VENT , r`_RGGF TOP ELEV. 34'-3' (NAND 45.25') ~ c~ 12. Q _ 6 ~L MEAN RGGF HEIGHT _ - .RIDGE VENT ELEV. 34'-4.1/4' (NAND 4034') ` . 0. { TILE R~~F ' .FASCIA REFER TO WALL SECTION _ ~TRUSS_BEARING SECGND FLGOR ~~ELEV~ 29'- /2' (NAND 3546) ~J, H _ ~ .A _ W~ _ U ~;p STUCCO . w. 0 0 ~ W FINSHED SECGND FLOOR W w,. _ ¢ _ Z. 12 CONCRETE RAILING 12 ELEV, 21'-5 1/2' (NAND .2746') a x ~ SYSTEM PER'MFGt.`SPECS tTYR>. 6 TILE ROOF 6 - FIRST FLGGR TRUSS HEARING ~ °a °a a - ~ ' O ELEV 20'-0 3/4' (NAND 2606') ~ ~ ~ ~ E RGOF i zo ~ Q aJ R312'li P~RCHE$ BALCONIES OR" RAISED FLD~R SURFACE& LOCATED ~ W¢M MORE .'THAN 30' ABOVE FLOOR:OR yWv . ,6 ENTRY TRUSS BEARING a ¢ z w:.~ GRADE.BEL~W SHALL HAVE RUARDS ELEV 18'-0' (NAND 24A0') ~ o w NAT LESS THAN. 36' IN HEIGHT PROVIDE. LESS: THAN 4' SPACING ~ ~ _ , BETWEEN .PICKETS AND PROVIDE A STUCCO BOTTOM RAIL:-THAT. WILL REJECT. ~U THE PASSAGE OF A:Z' SPHERE. RTr 6x6 W~~D POST.` .:WRAPPED W/ DECORI COVERING U ,~-FINSHED FIRST FLGGR ELEV, 10'-0 3 4' ~ 1~ ! / (NAND 16.06 ) _ GRGUND FLGGR TRUSS BEARING- - 0 ~ ..ELEV 8'-8' (NAND 14~6T> - . - . U1 -N U w w PIT. 6x6 'W~~D POST WRAPPED W/ DEC~Rt - - - - - - - - - - - - STUCCO COVERING. ELEVATED _ - ~ BASE FLOOD ELEVATIDN - W L w O ELECTRIC c ELEV. 5'-0' (NAND 11,00') E-{ _ n. co ELEVATED A% METER ! N ~N m. ` H O N U W~ FINISH. FLGGR SLAB r~ a . LEFT ELEVATION - V. V i .ELEV 0'-0' (NAND 6,00') U - _ ~ _ SCALE: 1/4 _ 1~; 0.. M W a IMPACT. RESISTANT GLAZING Q GROUND FLOOR: AT. ALL: NEW ODORS AND WINDOWS l' ROOF TAP RIDGE VENT FIRST FLOOR: CONTRACTOR SHALL PRGVIDE - F--1 ELEVt 39'-3' (NAND 45125') SECOND FLOOR: CERTIFICATION FAR IMPACT h-~ RESISTANT GLAZING. ,W _ _ _ MEAN ROOF HEIGHT - . ELEVI 34'-4 1/4' (NAND 401347. 12 RIDGE VENT : 6 12 0 V7 M ~ d0 TILE RD~F ~6 ~ ~ / N o0 N ~ i _ W...M TILE.RDOF M M;~.:O. FASCIA REFER TD MW - WALL SECTION TRUSS BEARING SECOND FL~~R _ W N a N p r, 0 ELEVt 29'-5 L2' (NAND 35146')- _ ~'i f~ M I-Li „ . W CGNCRETE RAILING _ ~ ~ V .SYSTEM PER.MFG, SPECS (TYPO a STUCCO @$lE,L PORCHES, BALCGNIES OR 0 .stucco RAISED-.FLOOR SURFACES LGCATED. xi. MORE THAN 30' ABOVE FLD~R ~R. _ Q+ GRADE BELOW SHALL HAVE QUARDS NGT LESS THAN, 36' IN `HEIGHT PRGVIDE LESS THAN 4' SPACING BETWEEN-PICKETS AND PRGVIDE A 12 FINSHED SEC~ND.FLDOR B~TT~M RAIL THAT WILL REJECT 6 ELEVt 21'-5 1/2' (NAND: 27146') THE PASSAGE ~F A 2' SPHERE, FIRST FL~~R TRUSS BEARING EI.EVt 20'-0 3/4' (NAND 26106') TILE .ROOF _ V1 ENTRY TRUSS BEARING ECEVt 18'-0' (NAND :24100') STUCCO P.T. 6x6 WDGD POST WRAPPED O . W/ DEC~R~ .COVERING . H P.Tt 6x6 W~~D POST .WRAPPED W/ DECORS STUCCO ' COVERING W _ ` . Mai FINSHED FIRST FLOOR ELEVt 10'-0.3/4' (NAND 16106'> . . P.T..6x6 WGGD PAST WRAPPED' GRDUND:FLOOR TRUSS BEARING W/ DECOR. COVERING fiLEVt 8'-8' (NAND 14t6T) - DATE: 04106/2006 SCALE: AS NOTED STUCCO D~~R1 SEE BASE FLOOD ELEVATION _ FL~~R ELEV1.5'-0' (NAND 11100') STUCCO DRAWING N0: PLAN ~ ~ m i RIGHT ELEVATION ~ ~ ~ P.Tt 6x6 WOAD PAST SCALE: 114 " =1'. p.. ~ ® ~ WRAPPED W/ 12' ~ DEC~Rt COVERING W/ 16'x16'x36' CMU BASE IMPACT RESISTANT .GLAZING :FINISH FL~~R SLAB. . _ GROUND FLOOR: ~ ~ AT .ALL NEW::DDORS AND WINDOWS FTRCT FT MR• rn?iroxrrno ou~i ~ eenvtnr S I . r-L r.v, U--U- AINHVM auu I. VYI\IIH9VtiiR unrn.L. rRUrauc SECOND FLOOR: CERTIFICATION FOR IMPACT RESISTANT GLAZING AMC Dori 6r' nUE4 ID LOT _ ~ ..BAFFLE TILE OVER .30# FELT (TYPICAL) `5/8' CDX PLYWGGD ~ SHEATHING REFER" I PRE-ENGINEERED- 12 TG A-0.1. FGR Q WOOD TRUSSES @ ~ 6 NAILING `DIAGRAM 2'-0` G,C, MAX, SIMPSGN H10 GR EQUAL , BAFFLE TILE AVER 30# FELT (TYPICAL) 5/8' CDX PLYWGGD FROM. TRUSS-TO TGP PLATE; (ACTUAL UPLIFT.:_ SHEATHING, REFER: ENTRY 703 ALLOWABLE PRE-ENGINEERED 12 2 TO A-0.1 FOR TRUSS BEARING UPLIFT = 905 ALLOWABLE; ~ WOOD SCISSOR 6 TRUSSES 2 2'-0' NAILING DIAGRAM ;ELEV,18 0 C 6 ~ LATERAL:: 585) . (NAND 24,00') 2x P,T, W/ALUMINUM ' y O,C, MAX. TRUSS TIED CEILING VINYL ~ DIRECTLY TD CMU SGFFIT MATERIAL OR VINYL FASCIA TRUSS BEARING SECOND FLOOR .WITH SIMPSGN NETA20 GR EQUAL@ 1'x12' P.T. DECOR, 2 _0 1/2' EXTERIGR a ELEV. 29'-5 i/2' BOX W/STUCCO SHEATHING,... REFER 2'-0' GEC, MAX, TG A-0,1 FGR NAILING (NAND 35;467 . DIAGRAM 2x RT, W/ALUMINUM SIMPSON ECC SERIES. O ~ _ R-30 INSULATION GR VINYL FASCIA CGLUMN CAP,x BEAM/PGST` VENTED. ' 2~_0~ DR EQUAL (TYPICAL) VINYL SOFFIT h~l 5/8' CEILING BOARD 1/2' EXTERIDR CONCRETE CONCRETE., SHEATHING, REFER P.T..6x6' WOOD- POST 7/B' MIN, STUCCO L ' TO A-0.1 FGR WRAPPED W/ DECGR, @ FACE GF ARCH. r1 RAILING SYSTEM RAILING SYSTEM 15# MIN. FELT BETWEEN _ PER MFG SPECS _ PER MFG, SPECS CMU AND TRUSS V NAILING DIAGRAM CGVERING KNOCK OUT BLOCK VENTED WITH #5 POURED SOLID . ~ ~ CONTINUOUS VINYL SGFFIT p P,T~ 5/8 . PLYWOOD WITH P,T~ 5/8 PLYWOOD WITH TYPICAL ENTRY SECTION 4 Ha w FIBERGLASS GLUED AND FIBERGLASS GLUED AND NAILED REFER TO A-O1 : NAILED, REFER TO A-01 1/2' GYP. BD. ON fOR NAILING DIAGRAM FOR NAILING DIAGRAM iX WOOD FURRING ON 5/8' MIN, .STUCCO GN SCALE: 314. _ 0.. A-4, ~ ~ ~ ~ ` o -o ~ ~ 3/4 RIGID INSULATIDN 111~~~ Q T-II .SIDING GLUED AND ~ T-II SIDING GLUED .AND ~ NAILED, REFER TO A-0~1 NAILED; . -REFER TO A-0.1 O FOR NAILING DIAGRAM FOR NAILING. DIAGRAM U A 3/4'.TONGUE AND GROOVED PLYWOOD` ALL P.T. 2'x4' ATTACHED w TG BI.GCK WALL WITH GLUED AND NAILED, . _ 1/2"x5' REDMGNS BLGCK WALL ~ REFER TD A-0.1 FOR UNCOVERED DECK UNCOVERED DECK NAILING. DIAGRAM MIN .EVERY 2' O.C. ~T~ O w _ . ~ 20'-li 1/2' A.F.F. 20 11 1/2 A.F.F. d1 U (NAND 26,96') (NAND 26,967 'SYSTEM 42' 16' DEEP WALL TD BE EGAD BEARI _ FLOOR TRUSS, REFER TO STRUCTURAL DRAWINGS P,T~`FLOOR JOISTS,:REFER TD A-5,1 P.T. FLOOR .JOISTS. REFER TO A-5.1 V SIMPSGN H6 TWIST DGUBLE 2'x4' TGP PLATE 16' FINSHED SECOND FLOOR .STRAP TRUSS TD P.T. 2x6 P,L 2x6 ELEV, 21'-5 1/2' LEADGER BGARD 3 1/2`WALL STUDS 16 G.C. (NAND 27,46') ' INVERTED SIMPSGN SIMPSON`H6 AT EACH - INVERTED SIMPSGN SIMPSGN H6 AT EACH 3 i/2 R-il BATT INSULATION ' (2) KNGCK: GUT BLOCK i/2' DRYWALL Z ECC SERIES COLUMN JOIST TO .BEAM ECC SERIES COLUMN JOIST TO BEAM WITH #5 PGURED SGLID CAP xREAM/POST OR CAP x.BEAM/POST OR , EQUAL (TYPICAL).. EQUAL (TYPICAL) IN EACH CGNTINUGUS P.T. 2'x4' BGTTDM PLATE - ~ ~ ATTACHED TG CGNG,SLAB - R-19 BATT INSULATIDN _ RT, (2) 2 x 12 LEDGER.: USING 1/4'x2 i/5' ?APCON FIRST FLOOR TRUSS BEARING BOARD WITH 5/8' DIAL EVERY 32' - ~ ~ F ~ 'J' BGLTS @ 16' G,C, ~ V ~ V7 - ECC SERIES SIMPSON.ECC SERIES ELEV, 20'-0 3/4' SIMPSGN (NAND 26,06') STAGGERED ~ . 11 1! Ii ~ ~ W ~ CGLUMN CAP x COLUMN CAP x REAM/POST OR EQUAL BEAM/POST OR EQUAL (TYPICAL) (TYPICAL) 5/8' CEILING HOARD ~UDOD WALL SYSTEM. 2 x4 x8 STUDS ~ ~ w ~H INTERIOR LOAD BEARING P~T~ 6x6 WOGD PGST PST, -6x6 WOGD POST 1/2' GYP, BD. GN iX WOOD FURRING ON 0~ ~N WRAPPED W/ DECOR. WRAPPED W/ DECOR. BEAM (REFER BEAM (REFER COVERING 3/4' RIGID INSULATIDN COVERING . SCALE: NTS ~ .Z. ~ TO STRUCTURAL) TD STRUCTURAL) 5/8 MIN, STUCCG GN ~ O U 8' C.M.U. rl ~4 MIN, i/2 GAP ALL P.T. 2'x4' ATTACHED V w ~ . BETWEEN`TRUS TG HLGCK WALL WITH F-i AND TGP PLATE 1/4'x3': TAPCGNS BLGCK WALL . ~h U O MIN EVERY 2' O,C, v MM 3L4' TONGUE AND W GROOVED PLYWOOD ~ ` a CONCRETE CONCRETE GLUED AND. NAILED RAILING. SYSTEM RAILING SYSTEM REFER TO A-0.1 FOR WALL TG BE A NGN-EGAD BEARING PER MFG. SPECS - ° PER MFG. SPECS NAILING DIAGRAM - h-1 ;M-y "SYSTEM 42' 16' DEEP FLOOR TRUSS, REFER TO DGUBLE 2'x4' TOP PLATE 16' ~ STRUCTURAL DRAWINGS 0 M I~ 3 1/2'WALL STUDS 16 G.C. iu 1/2' DRYWALL. o c FIN ED , SIMPSGN H6.TWIST _ , FIRST FLOOR M M STRAP TRUSS'TG LEADGER BGARD P.T,2'x4' BGTT~M P SLAB ELEV 10'=0 3/4' (NAND 16,067 ATTACHED~TO CGNC~ i t2) KNGCK GUT BLGCK USING 1/4 x2 1/5' TAPCGNS RTC 2x6 DECKING P.T. 2x6. DECKING WITH #5 PGURED SOLID EVERY 32 ~ IN EACH CGNTINUGUS ~ M 00 R-19 BATT INSULATION N oO. N. COVERED PORCH COVERED PORCH GROUND FLOOR P.T. (2) 2 x 12 LEDGER 11 11 1! r~ c*~ ~ V'1 BOARD WITH 5/8' DIA, ~40D WALL SYSTEM. 2 x4 x8 STUDS w ~ M o 9'-6 3/4' A,F,F. 9'-6 3/4' A,F,F, TRUSS BEARING ` : (NAND 15,56') (NAND 1556') ELEV. 8'-8' 'J' BGLTS @ 16. o,C, INTERIOR NONLOAD BEARING ~ N a N (NAND 14,67) STAGGERED ~~;m~ P.T. FLOOR. JOISTS. REFER TO A-5.1 P,T, FLOOR JOISTS, REFER TO A-5.1 SCALE: NTS I-~j ~ ,-a 5/8' CEILING BOARD ~ V'' a P.T. 2x6 P.T. 2x6 H~a INVERTED SIMPSGN SIMPSGN H6 AT EACH INVERTED SIMPSGN ~ SIMPSGN H6 AT EACH 1/2' GYP. BD, ON w ECC SERIES COLUMN : JOIST TO BEAM ECC SERIES COLUMN JOIST TO BEAM iX WOOD FURRING ON CAP xBEAM/POST OR 3/4' RIGID INSULATIDN CAP xREAM/POST OR EQUAL (TYPICAU . EQUAL-(TYPICAL) SIMPSGN ECC SERIES SIMPSGN ECC SERIES COLUMN CAP x COLUMN CAP x 5/S' MIN, STUCCG GN 8' C.M.U. . BEAM/POST DR EQUAL BEAM/POST OR EQUAL - (TYPICAL) (TYPICAL) ' ' 7 #5 VERL AT 48 O,C„ CORNERS, ENDS AND OPENINGS 1`-~ BEAM (REFER BEAM (REFER P T 6x6. WOOD POST P.T. 6x6 WOOD POST TO STRUCTURAL) ' ' TO STRUCTURAL) #5 O a. , , .WRAPPED W/ DECOR, .WRAPPED W/.12' H J ~ DECOR. COVERING WIT COVERING 16'x16'x36' CMU BASE W (TYP, OF 2) . O Z rTl 4' CONC. SLAB WITH FIBER-MESH f OVER 6 MIL. VAPOR BARRIER TGP GF SLAB TG BE 4' ~ MIN; ABOVE GRADE SIMPSGN AHU66 N POST BASE OR EQUAL FINISH FLOOR SLAB - ~ ELEV. 0'-0' (NAND 6'.00') GRADE : ~ ~ i aft f _ f) ~ ~ G? . n a ~ WELL COMPACTED SIMPSGN ABU66 TERMITE TREATED FILL . ~ ~ ~ POST-BASE, OR EQUAL 3 I e 3" I Z r ~ N M " DATE: 04!0612006 . SCALE:.. AS NOTED FINISH FLOOR SLAB FINISH FLOOR SLAB _ 2~_p+ DRAWING N0: 2'-0' ELEV -0'-6' ELEV.-0'-6' (3) # 5 BARS CONT (NAND. 5507 (NAND 5.507 BOTH OF FOOTING REFER TO A-1.1. FOR REFER TO A-1,1 FOR ]T. GF FGGTING 12' BELGW GRADE MIN, FOOTING DETAILS FOOTING DETAILS. SOUTHERN YELLGW PINE #2 WAS IN GENERAL, PLANS;AND DETAILS'ARE USED TG DESIGN BGTH GRAVITY DIAGRAMMATIC.GNLY AND:SHGULD NGT-BE T , CT !'ITTl11~ ~ ~ AND UPLIFT LGADS'FGR THE SCALED,=USE DIMENSIGNS SHGWN GN .THE A - TVUTr ~ T ~~I O T T CF(~TT(11~T n TVPT('' A T ~~T T .T F ~ ,1 tt-i~ 11 11 11 ll I ` I RFARiNf, WAI I Si CI11 IIMNS: REAMS: nnro iur~irn rn~iTOerrno cunt i ti~rorev . X 1 1 1 uL ~L r v 1. ,j-11-j "L v J1. 1 V 1\ v 1 .1 1 1 \/1 1L ? T 1 11-111 N 11 i i v 1\ L 1 i i i V 1 a. v v d aal a.l f.! L y LYVVnL.I~I VI vun n)nvun Vimuu rung . - All HEADERS, JOISTS AND RAFTERS, ALL DIMENSIONS ON SITE. SCALE: NTS A 4: SCALE: NTS SCALE: 3/4 V 0 A-4. ¦ Adh r Aft. WA UAA AD V ~I d . ~ 3/4' TONGUE AND GROOVED PLYWOOD 38'-0' ]VED PLYWOOD - GLUED AND NAKED, REFER TO' A-0.1 2 FGR NAILING DI GRAM . EFER TO'A-0.1 SIMPSON H6 TWIST SIMPSON COILED STRAP TRUSS TO STRAP OR EQUAL RT, (2) 2 x 12 LEDGER BOARD A-4:1 LEADGER:HOARD A R BOARD (AC UNIT TO STRUCTURE)) IMPSON H6 AT WITH 5/8 DIAL! 'J' BOLTS @- `12'-9' : _ 12'-6' 12'-9' ACH JOIST TO BEAM 16' OTC. STAGGERED BOLTS @ 1/2' .DIAL EPOXY 'SYSTEM 42' 16''1- ' ENCHORS WITH... _ _ _ _ - DEEP FLOOR TRUSS. WASHERS AT 16' O.C• .EMBED ANCHORS - - - - - i - P,T~ 6x12 ROU H S N P, ~ 6 2 R UGH AW P, 6x 2 R GH AWN fINSHED ~ 3 1/2' MIN.. P~T~ 2x6 AT 12' O. z - FIRST FLOOR : 3 ERI S I PST 6x6 WOO PDT SIMPSON ECC S E , ~ a W PPE W/ DEC R, ELEV 10 0 3/4 , 'O iti COLUMN CAP x R (NAND 16,06) .T, 2x6 DECKING. BOTT M ~F STR CTURE S ALL BE , FINISHED FLOOR ABO E BASE F OOD ELE ATION ~ . s: CG ERI G tT P. O 4) BEAM/COLUMN GR „ _ ~ I, • i ~ ELEV; 9'-6 3/4' (NAV 11~Oh ~ o PST, 2x8 FLOOR (NAND 15,56') ~ JOISTS AT. 16' O.C. ° a P.T. 2x8: FLCD JO STS. AT 6' O C, R UGH i ao R-19 BATT INSULATIOP ~ ~ SA sS0 THE EN ELL PIE # ATT INSULATION ROUGH SAWN SYP.#2 x SIMPSON HETA20 GROUND FLOOR a TRUSS BEARING EMBEDDED ANCHOR H ~ ~ ~ OR EQUAL (TYPJ ELEV. 8'-8'. SIMPSON LUS28. HANGER . 0 la _4 6 4 12 8: _ 4 6 4 (NAND 14,67 ) _ @ EA. JOIST TO LEDGER 8'-0' ~ CONNECTION.` r . r ~ 5/8' CEILING.BOARD ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ (2) KNOCK OUT BLGCK .T. 2X8 LEDGER BOARD SIMPSON LU26 JOIST P.T.-2x6 DECKING r'~1 HANGER OR EQUAL r 1 ~ 0 : ~ ¦ WITH#5 POURED SOLID IN:EACH REC ST ¦ PR CAS CONTINUOUS '.D IN EACH 8' CMU (JOIST TO RIM JOIST) ONC ETE LINT L ~ CO CRE LI TEL • L • ~ ~w d' `r i ~.IL 4 _ { a~~ o N N -5.1 ~ SCALE: 314 " =1'- 0" W ~ H PLATFORM- PLAN 1 A-4.1 M ~ ~ ~ 3/4' TONGUE .AND GROOVED-PLYWOOD W GLUED AND NAILED, REFER TO A-0,1 ~ OVED PLYWOOD SCALEi 1/2 - 1-0 ;EFER TO A-0.1 SIMPSON H6 TWIST - 5 0 y w FOR NAILING DIAGRAM . H N ~ ¢a ~ STRAP TRUSS, TO O M ¢ w z m P,T, t2) 2~ x 12 LEDGER BOARD R.HOARD LEADGER BOARD r~ A W _ _ a o WITH 5/8 DIA, J BOLTS @ a • a ~ 16' O,C, STAGGERED ~r 30LTS @ V . , a . 1/2' DIA, -EPOXY _ a ~ ¦ 'SYSTEM 42' 16' ENCHORS WITH N DEEP FLOOR TRUSS ¦ ~ WASHERS AT 16' ~ O.C. EMBED ANCHORS ~ FRAME ..;..PLATFORM W/'2 X °D l.C M SON Y W LLS ~ FINSHED 3 1/2' MIN . A/C ~ U ~ SECOND FLOOR 6 P.T. JOISTS:@ 12 : RE :S EAR WAL S O.C; PLATFORM ' , ELEV~ 21'-5 1/2' SHALL 'BE ABOVE - (NAND 27,46') .T. 2x6 DECKING ' '.FINISHED FLOOR oooc~o BASE. FLOOD ~ ~ ELEV.' 20'-il 1/Z' P. x6 AT. 12' O.C. U " ELEVATION. REFER o ¦ ¢ J i., TO 1/A-5,1 & ~ ~ F i P.T. 2x8 FLODR (NAND 26,95').. T 2 P,T, (2)2X8 AT PERIMETER ~ l JOISTS . AT 16'.. O,C, AND AT MID SECTION . 2/A-5,1._FOR, a M ~ R-19 BATT INSULATIOI ATT INSULATION ROUGH SAWN SYP #2 IMPSON LUZ6 ~j DETAILS o. ~ FIRST FLOOR 3 - 6 TRUSS BEARING PROVIDE (2). 2> 1/4'x6':CARRAGE hH-i A 5.I A- .I -5:) ' ELEV.. 20'-0 3/4' SIMPSON LUS28 'HANGER BOLTS ' /8'x 4' LAG-BOLT BOTTOM OF`STRUCTURE SHALL 6'-0 2 '.-8' (NAND 2606') 5/8' CEILING BOARD @ EA. JOIST TO LEDGER W/WASHERS. Z CONNECTION CONT 2X6.PT BE ABOVE BASE FL~~D ¦ SID MDU T F OOR INE F L AD- EAR G LLS ABO E o LEDGER ELEVATION;(NAVD 11.0') - ~ ~ .T. 2X8 LEDGER -BOARD - TRU SES TO AM. r ¦ ¦ t2> KNOCK OUT BLOCK ~o WITH #5 POURED SOLID IN EACH - r - - - r - r - - - - - - - M !D IN EACH 8' CMU ~ ~ - N" ¦ ¦ '2'2 - - - - - - - - W14 22 " ¦ CONTINUOUS r~ F~-a °a ' - SID MOU T:F OOR _ L 4•x '.S EEL OLU N L ¦ • TRU SES TO AM,_ fRAME ELECTRIC PT 4X4: ANGLE. SUPPORT ~ V ~ ~ N ¦ SERVICE AIL 5 AT EACH END ~I PLATFORM W/.2x6 a P,T~ JOISTS @ 12' i6' -4x2 LUM ER. PIN SY 2 SCALE: 3!4"=1'• 0" _ O.C. REFER. TO i ~ PR -EN INEE ED OOD FLO R PROVIDE (2) , 1/A-5~1(SIMICAR) P.T. 2x12 TR SS , T 16 O.C. OR QUA .AND ELEVATIDNS _ (L 360. EFL CTID LI IT> 0~ ~ 3/8'x 4' LAG BOLTS W/WASHERS N FOR .DETAILS, : ¦ CONT 2X6 PT Z " ~ ~ u 1/4' STIFF• AT EACH SIDE. (2) 2x ¦ LEDGER. ~ 0 1/4' o g 4 ~ 1/4' ~ w o _ ~ t7 N W14-22 A/C PLATFORM ~ ~ v ° .(2) 2x6 ¦ ¦ ¦ ¦ it ~ i i ¦ ¦ PROVIDE .LONG SLOTTED-HOLES 2 3'-0' ~ ¦ W ON BOT• FLANGE OF BEAM qq ~ SCALES 3/4' 1'-0' A - 5 ~ 1 fFA W • . as , . P~T~ 4x4 ~ ~ i N WOO POSTS ~ N W z m (TY , OF 4> ~ a u o 1/2' STEEL PLATE - - f...r o EMBED, (2) 1/2' 2x6 AT 16 O.C. w ~ ¦ x 8' -BOLTS AT , : ; 1 1/2' N,S, GROUT a 4 A-4.1 32 O~C~ 12' 2x6 BOTTOM PLATE.. EMHED~ (MINJ 8' KNOCK OUT BLK o:: A- .I GI DER TRU S W/(1) 'S CONT. FILL . ~x6 NAILER W/ 0.17T DIAL WITH-GROUT (TYPJ W14-22 PAF @ 12' O.C. STAGGERED •r - . EMBED. (4) 3/4' x 1'-4' BOLTS• 12' EMBED (MINA) . • ~ ¦ • ¦ PR AT NRT LNT ¦ CMU COLUMN, SEE PLAN, ~ ~ co - y a LIN EL ~ ~ L Vl ~ (''1 ~ : 00 F o z z a SIMPSON HETA20 IL - ,~N~N i x~ Xa ti EMBEDDED A C OR EQUAL (TYPJ M crt ~ O ' x SCALES NTS P.T. 2x8 LOO JO TS AT 6 O ~ R GH ~ ~ ~t A-5.1 - d' ~ N 16' 4x2 LUMBER ALPINE SY42: - - ¦ 4'-4' 4'-.4' ¦ SAW SO THE EN LLO PIE # ~ o . n PRE-ENGINEERED WOOD FLOOR N ~ p TRUSS AT 16' O,C~ OR EQUAL ~ ~4 t'*1. ao SIMPSON ECC SERIES COLUMN CAP x (L/360 DEFLECTION LIMIT) 1%4' h~-T~~i Q Q^ ~ ~ 2x8 `STAIR`LANDING ~ BEAM/COLUMN OR' a FRAMING AT 16' O,C, MAX, H EQUAL. (TYPICAL) a. 1/4' STEEL PLATE F~-I. ~Q ~ ~ . 4'x4' STEEL WELDED. TO COLUMN ~ O _ 6x1 RO GH AWN P , . 6 2 R UGH AW P. - - - - - - COLUMN a ` ¦ ¦ ¦ ¦ SIMPSON H5 . AT HEADERS H5 BEAM CONNECTION 3 ~ x DERS : W 8~_8. 18~ 8, ~ IMPSON H6 AT ACH JOIST. TO BEAM SIMPSON CS22-~ ( CS22 SCALEi NTS A -5.1 10'-0' 28'-0' FULL HGT~ STUD AT GT. STUD AT HEADER. ~j I 3 P.T. 6x6 WOOD..POST INTERIOR WALLS WRAPPED W/ 12' IR WALLS - ; _4.1 DECOR, COVERING WITH 16'x16'x36' CMU BASE tTYR ~F 2) FLOOR FRAMING NOTES: NAIL STUDS .TOGETHER WITH-~ runs ER WITH 1~ IN GENERAL, PLANS AND.DETAILS ARE DIAGRAMMATIC'.ONLY `16d NAILS EACH ILS EACH PLY, AT.12' O.C. '.12' O•C, AND SHOULD NOT BE SCALED, 2; ALL EXPOSED-WOOD SHALL HE. PRESSURE TREATED. WITH 0 : GALVANIZED NAILS, BOLTS,'AND CONNECTORS a 0 PICAL 3, ALL FRAMING SHALL. BE SOUTHERN YELLOW PINE #2.` 4. USE GALVANIZED METAL CONNECTORS ~T~~ j' ~ADER 1 AIL 7 FOR WOOD TRUSSES AND BEAMS F+i V , 5•_-ALL .WORK .SHALL BE DONE IN STRICT ACCORDANCE ,WITH AL ATEGORY MANUFACTURER PRODUCT DESCRIPTION APPROV # CATEGORYISUBC SCALES NTS APPLICABLE CODES AND ORDINANCES NTS A-5,1 H PGT SINGLE. HUNG-701 .IMPACT FL239~4 WINDOWS _ ~ ~ . WINDOWS PGT- FIXED PW-701 IMPACT . F 3.2 PGT HORIZ, ROLLER IMPACT FL242~7 WINDOWS EXTERIOR D~~R PGT - SLIDING SGD-73~ IMPACT FL251,6 H 400 FRENCH IMPACT 4 FL1097,7 EXTERIOR DD~R ANDERSON. w' w , EXTERIOR DOOR MAS~NITE SWINGING METAL FL4z42,1 PAY RILL-UP FL2581,5 GARAGE_D~~R CL~ ' _ NENTS DATE:, 04/06/2006. STRUCTURAL COMPO SCALE: AS NOTBD G-TIE GD ABU66 FL 1725,1 W~~D CONNECTORS/ANCHORS SIMPS~N STR~N DRAWING N0:: SIMPS~N STRING-TIE CD CS22 FL 1901,7 ~ ~ m~ SIMPSON STRING-TIE CD ECC SERIES FL 5805 02 - 05 SIMPS~N STRONG TIE CD H5 FL -474,1 r Gb ~ - . r~ SON STRING-TIE. C~ H6 FL 474,106 SIMP ~R ~ FL 474,96 SIMPSON STRING-TIE CD H10 w- ~ ,ran 1'_I A nAA A' A S1MF ZSUN 5 I KUNU- I It l;U ht 1 HdU r 17U1 ld SOUTHERN YELLOW PINE #2 WAS = it USED TO DESIGN BOTH GRAVITY` D SIMPSON STRONG-TIE CO HU212 FL 5808.36 AND UPLIFT LOADS FOR THE S 2 WAS IN GENERAL, PLANS AND DETAILS ARE tAVITY 'HE DIAGRAMMATIC ONLY AND SHOULD: NOT BE SIMPSON STRONG-TIE CO LU26 FL 474.225 BEARING WALLS, COLUMNS, BEAMS, D SCALED. USE DIMENSIONS SHOWN ON THE BEAMS, DOCUMENTS, CONTRACTOR SHALL. VERIFY FL 3750.96 HEADERS,. JOISTS AND RAFTERS. A SIMPSON STRONG-TIE CO FTERS. ALL DIMENSIONS ON SITE. ~I c~ 2 : A A-4.I YPICA YPICA 38'-0' . _ 12'-9' 12'-6' 4~_0.. 11'-10. 16'-1' _4'-9' . '-4' 12'-6' 12'-9' IMPSGN H6 AT ~ ACH JOIST TD BEAM p - p. m - - - P,T, 6x12 R~U H S N P~ 6~ l2 R z P. , 6 2 R UGH AW P. , 6x 2 R GH. AWN . ~ 3 cV off Via. Ivai N } N WA ERP O~FI G S STE , SIMPSGN ECC SERIES C(ILUMN CAP x ~ x - ~ ~ ¦ ¦ ¦ ¦ ¦ RE ER ~ W LL CTI N .T. x6 GDD OST I BEAM/COLUMN OR - RE S ¦ ~ c o , PRECA T CON ETE L NTEL i I~ P ,,2 8 FL OR DIS RA ED: / D COR. c EQUAL (TYPICAL) O 8 FL OR DIS A 16' D~C~ RGU OV ING (TYP OF ) i CAN E LINT ~ w ~ ~ S WN DUT ERE YEI (2) # OR (U #7 VE TICAL DUT ERE YE OW INE #2 I ~ A AT DG R hPE ING z ~ ~ - I SIMPSGN HETA20 ~ i w ~ 8 12 - ~p 8 3 2 5 0 EMBEDDED`ANCHOR r,,. ~ 0 a ¦ GR EQUAL (TYP,) `d 1 as , _ wz r ~ !-1 as ¦ ¦ A- .I a ~ w ¦ _ PREC ST QNC ETE INT L . L ECA T ` ~ F--i w. z O 2 5 0 (1) 7 V RTI AL ~ ~ NCR TE INT ~ w . AL ~ J. AT D DR PEN G 5 FI ~ ¦ w -5:1 N V 1 . Z ¦ ~ IMIL R O t0 U OD A F- N a ~o - A-4.1 ww ~ ti ti ¦a A ~ w z¦ _ ca o, U W ~ } f. ~ ALL MAS RY Q wK ~I ~ ARE SHE W~ ALL MAS RY ALL n o y ~a ~ ARE SHE W LS ~ a _ _ r ~ ti au a R GE ~ ~ ~ , o ¦ _ ~ _ _ _ w 6d2' DG VEN 6Q2 ~ r _ I E _ ¦ ~ - W ~ ATTIC ~ ' M ACCES ~ _ O O _o n ¦ ~ ~ , '-0 /4' 4'-6 9' 7 1 6' 6 1 2 ~t ~t ~U w 0 0 ~ ¦ $ yr xi2 / i 2 (2) RE-EN NEERE WDOD SCISS~ S a (2) x12 / 1 2 P (2) 2x1 W/ /2 LYW_ OD ~ ~ O. E TD 7/A 5. REF D~F T SSES T 2`-0 D.C.. M X. ~ ¦ REF R T 7%A 5.1 RE ER. 0 7 -5.1 ~ ~ ~ ~ a a ~ o~ H N ~ Vu N c ~ W ~ C!~ ~ h ~ d~ N _ ~ p ~W ~ ~ Z N ~ `D ¦ ~ ¦ UJ N ~ O ` ~ ¦ . A-4.1 0 o ~ 16' x2 UMBI LI. MA ONRY . ALLS w N y PRE ENGI EER 16' x2 UMB AL INE- Y42 ~ ~ ~ O PRE ENGI EER D W GD LGGR RE SH AR: WA LS z ~ TRU S AT 16' TRU S AT 16' ,C, R E UAL x - ~ a (L/3 0 D FLEi ¦ w° (L/3 0 D FLE TIDN LIMI) N - ~ a ~ w - A as ' ¦ a I L ~ ww i ~ - 9~ . ~ o N ~ ! a~ F , ¦ I _ ~ ax `PR CAST` PR CAST o GIRDER TRUS C~ CRETE INTEL ~ CD CRETE. INTEL. ~ - ¦ r ¦ ¦ N W w MU - . ~ a . ~ ~ c ~ ' GI DER TRUS A-4;1 _ w ~ . yo to NF 5 ~W I- HI p N ~1 a 6Q2 612 ~ ~ ( Q ¦z ~ A-5, I SIMI AR ~ ~ a ¦ SIMPSGN HETA20 . ~ P ECA T T ~ ~ PRE AST ' - ~ M ~ 00 W y -TRUSS TO CMU CTYPJ ¦ a a C NCR TE INTE F F„ ~ yrA y ~ (U ¢ W ~ H h I- fA ¦ ¦ TE INTE CGN RET LIN EL ~ - r-+' N O0 N' IRDER TRUSS m c*~ ~ O M w w ~ I W ~ Z Z a ~ ~ _ ~ d., ~ N r,., PRE AST °e ~ _ CGN RETE NTEL WA RPR OFI SY TEM. 3I SIMPSGN HETA20 ~ N a O ~ NN Nt~A ° ° REF R T WA L S CTID y EMBEDDED ANCHOR ~ M - OR EQUAL (TYP,) ~ ~ 0~-+0 ¦ D H r I ` ~ } ~ .T. ~ .T. 2 8 F OOR JOIS S T 16 D. , RDU H ~ I ° _ ~ P~ ~ ~k N~ N way AWN ` ~ ~ ~ 2x8 STAIR LANDING AWN SDU HERE YE LOW PIN #2 a `n m PJ, 6x6 WGOD PGST r U ro o M FRAMING AT 16 ~,C. MAX X WRAPPED W/ DECOR, a ~ E--i co ( ~ . CGVERING (TYP. OF 4) ~ x a 1 n. l ~ 1'-10' 6'-4' 1-10' 3'-8' 6'-4' T-8' 6'-4' 4'-0' ~ a ¦ P . 6 2 R UGH . 6 2 R UGH SAW P.T. 6x12 RDU H S ~ 10'-0' 28'-0' ' ~ ¦ ¦ CGNCRET LINTEL ¦ r - , - - - 6'12 a 6~i 13'-6' 13'-6' 13'-6' YPICA Icu y , ti xl SIMPSGN HETA20 V HETA20 SIMPSGN ECC SERIES EMBEDDED ANCHOR A-4.1 ~ ~ a Q ~ ~ ~ ED ANCH(]R 3 o i w a ~ tirA a DR EQUAL CTYP,) ~ N N W V ~ AL CTYPJ COLUMN CAP x : A-4.1 BEAM/COLUMN UR w o GIRDER TRUS ~ - SIMPSGN H10 TRUSS T~ BEAM J H10 . EQUAE.(TYPICAU - ~ z ° TO BEAM - w ~ SIMPSGN 14 H GIRDER TD BEAM°. V H14 IMPSUN H6 AT SCA l , , 2x 0 a TO BEAM°. _ ACH JOIST TO°BEAM O ll ` F~ : o ~ SERIES a COLUMN CAP x _ BEAM/COLUMN ~R V ECC.SERIES CAP x ~T~ fU } 4LUMN OR `.I`'i1 0. ~ EQUAL (TYPICAL) 1' 10' 6'-4' 1'-1 ' 3'- ' 6'-4' (TYPICAL) . O 6'-4' T-B' 6'-4' 4'-0' P.T. 6x6 WOOD POST WRAPPED W/ W06D 6'-10' CdVERING (TYPE ~F 2) 28'-0' 2'-0' 10'-0' 2'-0' ' YPICA YPICA oA 38'-0' 38'-0' ~ l V Z{ W SECOND FLOOR FRAMING PLAN ~ w LOW ROOF FRAMING-PLAN . N~G NOTES...,- _ „ DATE; 04106/2006 SCALE: 114 -1 0 ~ ~ SCALE: AS NOTED 1. IN GENERAL, PLANS AND DETAILS-ARE.DIAGRAMMATIC GNLY 1, IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATI 2E DIAGRAMMATIC ONLY ~ DRAVVIIVGNO: AND SHOULD NOT BE SCALED, AND SHOULD NdT BE SCALED. 2, ROGF FRAMING TO BE PRE-ENGINEERED WOOD .TRUSSES 2, ALL EXPGSED WGGA.SHALL BE PRESSURE TREATED GALVANIZED NAILS, BOLTS, AND C~NNECTaRS, AT 24' D.C. EXCEPT WHERE NOTED. SURE TREATED WITH - JNECTaRS. ~ . ~ . ~ ~ ' 3. ALL EXPOSED WODD SHALL BE PRESSURE:TREATED WITH 3, ALL FRAMING SHALL BE SOUTHERN YELLOW PINE #i - GALVANIZED NAILS, BELTS, AND. CONNECTORS, fELLGW PINE #2. ~ R rs ~9 ~ e 4, USE GALVANIZED METAL CdNNECTORS - 4. ALL FRAMING SHALL BE SOUTHERN YELLOW PINE #2. ~ FGR WGGD TRUSSES AND BEAMS. S ~ < ~ A ;T ACCORDANCE WITH SOUTHERN YELLOW PINE #Z WAS IN GENERAL PLANS AND DETAILS ARE ff TA 5. USE GALVANIZED METAL CONNECTORS 5, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE FOR WOOD TRUSSES AND BEAMS. APPLICABLE CODES AND ORDINANCES, USED TO DESIGN BOTH GRAVITY DIAGRAMMATIC ONLY AND SHOULD NOT BE 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH AND UPLIFT LOADS FOR THE SCALED. USE DIMENSIONS SHOWN ON.THE BEARING WALLS, COLUMNS, BEAMS, DOCUMENTS.: CONTRACTOR SHALL VERIFY APPLICABLE CODES AND ORDINANCES. HEADERS, JOISTS AND RAFTERS, ALL. DIMENSIONS ON SITE.. LW 1 - ,i A , i - _ - i a ELECTRICAL LEGEND: SrMHOL DESCRIPTION ~ DUPLEX. CONVENIENCE OUTLET ° , ® ~ DUPLEX OUTLET ABOVE COUNTER ~FI `GROUND FAULT .INTERRUPTER DUPLEX OUTLET O I~WP WATER PROF DUPLEX OUTLET ~ 220 VOLT-OUTLET ~1 V 0' DUPLEX FLOOR MOUNTED.DUTLET ~ ~ WALL SWITCH (D=DIMMER) ~~~~1 o ~ ~ ELECTRIC PANEL ~ F~ _ HOSE \ A~ ~F~T~ ~ ~ . S SMOKE ..DETECTOR ~ ~ w , BIB WP TV CABLE OUTLET H ~ ~ - - ¦ ¦ ¦ s ¦ a TELEPHONE JACK : 0 ~ O GFI F EXHAUST FAN Q GF GFI GFI I v FLUORESCEN CIG I U T HT F XT RE WP 1 w WALL MOUNTED INCANDESCENT LIGHT FIXTURE. - ~ W ¦ 16'x8' WATER ¦ OPENING SEE ¦ ` Q INCANDESCENT:LIGHT FIXTURE CEILING RECESSED ~ ¦ Cif ~ DETAIL 1/A-2.1 ~ DOOR CHIME H (TYR ~F 12> .ELEVATED A/C I ~ DOOR BELL PLATFGRM _ 1 ~ SOFFIT..MOUNTED:SPOT LIGHT r ABOVE FLDGD ~ ~ ~ - , PLAIN ¦ - e AIMABLE RECESSED-FIXTURE U ¦ I ~ / ¦ HANGING CEILING FIXTURE (OWNER SELECT CHANDELIER) 1 STORAGE ~ ~ o CEILING FAN/LIGHT FIXTURE. -H ¦ ~ O _ ~ ~ GFI SMO _ ALARM NOTES: ~ H N rl a S~AB R313,b SMOKE 'ALARMS .SHALL' BE INSTALLED IN THE' FOLD-OWING ~ ~ ~ C~ ~ [ ¦ 1, IN :EACH SLEEPING. ROOM, d. . 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIAI'E~ ~ ~ E-+ ¦ LINE ~F LOAD-BEARI G WALLS ABDVE ~ ABOVE , r VICINITY OF THE BEDROOMS ~ ~ h [ I i - - - ¦ ¦ 3, ON'EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ~j ~ N - - - - _ BASEMENTS .BUT NOT INCLUDING CRAWL SPACES AND ' F-+ ~ l~ ¦ ¦ UNINHABITABLE ATTICS, IN DWELLINGS OR DWELLING UNITS. ~ u GAS RENI n ~ 3 x3 STEEL CdLUMN WATER ¦ WITH.SPLIT_LEVELS AND WITHOUT INTERVENING DOOR BETWEEN T \ w 1 ti HEATER ¦ PLATFORM THE ADJACENT LEVELS, A SMOKE ALARM .INSTALLED ON THE `,J UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL: a TD ACCESS t - _ _ , ELECTRIC ~ PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE. FULL ~ U 0 SERVICE STORY-BELOW THE UPPER LEVEL._' I~ [ WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO HE ® ~ _ LECTRIC .INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT,THE.AI.ARM ^ ¦ DEVICES SHALL BE INTERCONNECTED IN SUICH A MANNER THAT Q. ¦ PANEL THE ACUATIDN OF ONE ALARM WILL ACTIVATE ALL: OF THE ELECTRI ALARMS IN THE:INDIVIDUAL UNIT, .THE ALARM SHALL BE CLEARLY H AUDIBLE IN ALL. BEDROOMS OVER BACKGROUND NOISE LEVELS GFI ' METER . WITH ALL: INTERVENING DOORS CLOSED, ~ . ¦ ¦ , ¦ ALL-S~IpKE ALARMS SHALL HE LISTED AND INSTALLED IN ¦ - ~ GFI ACCORDANCE WITH THE.PRDVISIONS OF THIS-CODE AND THE ¦ HOUSEHOLD FIRE WARNING: EQUIPMENT PROVISIONS DF NFPA.72, ¦ HALL/STAIR GARAGE R3~.L1~ ALTERATIONS.REPAIRS AND `ADDITIDNC ~ OUTLET FAR DOOR GRASS SQ,FT, = 5,229 WHEN INTERIDR ALTERATIONS,: REPAIRS, .OR ADDITIDNS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS 'ARE ~ : OPENER (PRE-WIRE E=KuA _ ~ IN CEILINGS) ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL SMdK =20.916 WATTS ¦ . DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS ¦ LOCATED AS REQUIRED FOR NEW DWELLINGS THE SMOKE ALARMS ~ c+1 ~ - E=1J3AV DET, S SHALL HE INTERCONNECTED AND HARD WIRED, N 00. N ' - 20,916=1,73( (2 ¦ A)1 0) ~ A=10L AMPS GFI EXCEPTIONSi M ~ ~ ~ a c+'~ . M ~ ~ WP SMOKE ALARMS'IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE ~ M N ~ 200 AMP ELECTRICAL ~ PANEL TO:BE USED 1; INTERCONNECTED AND:HARD WIRED WHERE THE ALTERATIONS DR ~ N . a ^ p HOSE REPAIRS DO NOT-RESULT IN THE REMOVAL DF INTERIDR WALL; ~ w M ¦ ¦ ¦ ¦ ¦r -----I ¦ BIB FINISHES EXPOSING THE. STRUCTURE,. UNLESS. THERE IS AN ATTIC, ~ ~ ~ ~ CRAWL SPACE,. DR BASEMENT AVAILABLE WHICH COULD PROVIDE . ~ ~ ` ACCESS FOR HARD. WIRING. AND INTERCONNECTION WITHOUT THE ~ - ~ REMOVAL DF INTERIDR FINISHES, ~ O 7 r- ~ M ~ REPAIRS, TD THE . EXTERIOR SURFACES DF DWELLINGS ARE . ~ a H . ~ ~,,i ~ 2, EXEMPT FROM THE REQUIREMENTS DF THIS SECTION. ~ GFI ~ r - ¦ ¦ WP R313,2i POWER SOURCE, ~ ~ ~ a a TD ~ IN NEW CONSTRUCTION, THE:REQUIRED SMOKE-ALARMS SHALL . RECEIVE THEIR PRIMARY ROWER FROM THE BUILDING .WIRING STAIR LIGHT ~ WHEN'SUCH WIRING IS SERVED FROM A COMMERCIAL SOUC.E, AND WHEN. PRIMARY POWER IS'INTERRUPPTED, SHALL RECEIVE-POWER ~ FROM A BATTERY, .WIRING SHALL BE PERMANENT AND.:WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FRO ¦ ¦ ¦ ¦ LINE OF PORCH ABOVE ~E _ _ - - _ - O OVERCURRENT PROTECTIDN; ALL SMOKE ALARMS SHALL BE - PERMITTED TO BE.:HATTERY OPERATED WHEN INSTALLED IN BUILDINGS. WITHOUT COMMERCIAL..POWER DR IN BUILDINGS-THAT ' . ~ ~ ~ UP ~ ~ UNDERGO ALTERATIONS, REPAIRS OR: ADDITIONS REGULATED BY O . SECTION R313,11, ~ ~ ~ ~ FNMA TECHNICAL AL1l,l,FTIN 2-9~ AND 7-9' ALL ELECTRICAL,. MECHANICAL,. PLUMBING & 2-93 AND 7-93~ 0 . 4L, PLUMBING & ~lj- ~ ~ BUILDING MATERIALS AND1~R COMPONENTS R.C~MP~NENTS GENERAL:ELECTRICALLAOTES: ~ SHALL BE INSTALLED ABOVE-THE BASE ~ ~ FLD~D ELEVATION .UNLESS SPECIFICALLY E THE BASE SPECIFICALLY r DESIGNED AND APPROVED _ _ _ _ _ _ _ _ _ _ ~ FOR INSTALLATI[ OR INSTALLATION ® ® BELOW BASE FLOOD ELEVATIDN OR MADE [ - - - - - - - - - - APPROVED WATER RESISTANT MATERIALS, ~D7N OR MADE OF 1, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ~ A ww IT MATERIALS, APPLICABLE CODES AND ORDINANCES, CODES AND ORDINANCES SHALL TAKE PRECEDENCE -0VER THE CONSTRUCTION. DOCUMENTS ONLY IN THE CASE.DF CONFLICT, 2, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATION- WITH THE PROPERTY OWNERS PERSONNEL .TO ~ O REVIEW CONTRACT DOCUMENTS-PRIOR TO INSTALLATION.. F¦-~ ' 3; IN GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC -0NLY AND.' ~ ~ `Y° ~ SHOULD NDT HE SCALED, COORDINATE ALL ELECTRICAL WORK : ~ OTHER TRADES SO AS NOT TD CONFLICT. IN LOCATION DR ~ ® ran PERFORMANCE OF OTHER .SYSTEMS. ~ a~ ~ ~ FT OOR 4~ NECESSARY, O$VIOUSLY REQUIRED, ELECTRICAL. ITEMS THAT ARE.. ~ DATE: 04!0612006 1 L NDT SHOWN ON THE DRAWINGS DOES NOT RELIEVE THE r r~ OPERATING AND SAFE ELECTRICAL SYSTEM CAL PLAN CONTRACTOR OF HIS RESPONSIBILITY TO INSTALL A COMPLETE ' ~ SCALE: AS NOTED DRAWING NO:. SCALE:114 ;1~, 0.. 5, FIXTURE, OUTLET, AND.SWITCH:LOCATIDNS ARE DIAGRAMMATIC, CONTRACTOR-SHALL COORDINATE ,EXACT LOCATIONS WITH MINIMUM:': CODE REQUIREMENTS.AND::OTHER.TRADES.WHEN NOT. ,SHOWN IN DETAIL., _ : 6. ALL BEDROOM RECEPTACLES SHALL BE-WIRED TO :AN ARC FAULT. , ~ : ~ . CIRCUIT INTERRUPTER, IN GENERAL, PLANS AND DETAILS ARE 7, THE CONTRACTOR, UPON COMPLETION OF HIS WORK'SHALL: BE DIAGRAMMATIC ONLY AND SHOULD NOT HE SCALED; USE DIMENSIONS SHOWN ON THE RESPONSIBLE FOR ANY AND ALL CERTIFICATIONS THAT MAY BE . ¦ REQUIRED, DOCUMENTS. CONTRACTOR SHALL VERIFY ' ALL DIMENSIONS ON SITE. - Awn i AV . , - - ' A . _ , o - ELECTRLCAL LEGEND: S~fMBOL DESCRIPTION . a, DUPLEX.CDNVENIENCE DUTCET COVERED PORCH SEPARATE RCH ~ DUPLEX ..OUTLET ABOVE COUNTER ~FI GROUND FAULT INTERRUPTER DUPLEX OUTLET O SWITCH TD BE - PRGVIDED FAR ~ r ~ . - ` = WATER PROOF DUPLEX ; CUTLET ~ FAN AND LIGHT _ . ~ SEPARATE I~WP E-~-~I. SWITCH TO BE PROVIDED FOR =8 220 VOLT OUTLET . UNCOVERED :DECK ` .FAN AND LIGHT ~ ~ 0 . DUPLEX FI.ODR MOUNTED OUTLET . ~ ~ ~ F FI WALL SWITCH tD=DIMMER) I WP WP ~ ~ BFI ~ - ~ ~ 0 WP ~ ELECTRIC PANEL - ~ ~ I-Lj ` ¦ I s ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ~ ` _ - ¦ ¦ ¦ ¦ ¦ S SMOKE DETECTOR W ' . „ 4 3 54' OHC ~ : TV CABLE OUTLET Z F"{ o - GFI GFI GF D/W~ ' GFI GF IQ TELEPHONE JACK . O I TUB I ¦ 36'I W.LC. I LOCATE CUTLETS 36' HIGH B S ~ F EXHAUST FAN O Q ~ A E DISPOSAL U I ~-O CABII GAS FIREPL CE PER AT 42' HIGH. BAR ~ CABINETS 2 ® FLUORESCENT LIGHT-FIXTURE. W J MANUFACTUgE SPECS I _ IN BACKSPLASH TV _"Ci WALL MOUNTED INCANDESCENT LIGHT FIXTURE ~ wl F-i LED CEILING CEILING. ¦ 10'-0' STOV ~ INCANDESCENT, LIGHT .FIXTURE CEILING .RECESSED ~ ~U I VA LTED ' i KITCHEN ~ 42. ODOR CHIME ..,CEILING ; ~ ¦ ~ DIVING SEPARATE 4P GF , Q DOOR BELL. ' SWITCH TD BE ` . PRGVIDED FOR SEPARATE 4 FAN AND LIGHT ` ~ MASTER SWITCH TO BE SOFFIT MOUNTED SPOT LIGHT l CEILING • I ~ I PRGVIDED FAR i AM STER ~ BATHROOM ~ II FAN AND LIGHT ~ REF. e.. -AIMABLE RECESSED FIXTURE BEDROOM #1 \ 42 ~ HANGING CEILING FIXTURE (OWNER SELECT CHANDELIER)' - ~ ¦ TV ~ t ALL BEDRGOM RECEPTACLES , II ~ t SHALL BE WIRED T~~AN ARC SHOWER t 1 FAULT CIRCUIT INTERRUPTER, ~ \ \ 42' ~ ¦ o CEILING fAN/LIGHT .FIXTURE Z s \ 42 O 1 ~ LINEN 22 • ' ~ WIRE ONE"PLUG ~ - F ~N THE.DUPLEX - _ SMO ALARM NOTES: - . • OUTLET. TC - . I , ~ d. ¦ f _ ~ sMnKE BATHR~~M , ~ SWITCHING INE ~F ~ t DET VAULTED ¦ 313.11 SMOKE ALARMS SHALL BE INSTALLED-IN THE FOLLOWING ~ ~ ~ ~ . ~ 2~ LOGR~TIONSi - _ CEILING... ~"o 36' HIGH BASE 1. IN EACH'SLEEPING RDDM, LIGHT /EXHAUST - - ¦ FAN COMBO CABINETS ~ _ ~ ~ ~ n _ _ - _ NEW EXHAUST - _ - - _ - _ _ _ 2; OUTSIDE EACH SEPARATE SLEEPING AREA IN THE;IMMEDIATE SMOKE _ - - - - FAN TO VENT ¦ 4 DET RGVID - VAULTED S - - TD EXTERIOR i • - - - - - - - - VICINITY OF THE BEDROOMS ~ ~ 3, ON EACH ADDITIDNAL'.STDRY DF THE DWELLING, INCLUDING ` N ~f', CEILING . WITC A~H,U~ I- -I ¦ (50CFM MIN~> W,I,C, ~ - - - ¦ BASEMENTS BUT NDT INCLUDING. CRAWC SPACES AND ` ~ u --UNINHABITABLE:ATTICS~ IN.DWELLINGS OR DWELLING UNITS - ~ O ~sH HALL SMOKE, LIGH ~ ~ aH,u, I1 V,'ITH SPLIT `LEVELS AND WITHOUT INTERVENING DOOR.BETWEEN ' _ DET S {N ATTI~ 45 ~ _ L_J THE ADJACENT LEVELS;`A SMOKE ALARM INSTALLED ON .THE ~ ~ W - ~ UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT'LOWER LEVEL DRYER ~ ~ PROVIDED THAT THE I.OWER'LEVEL IS LESS THAN ONE FULL ~ - ¦ TV - ~7 ' STORY BELOW THE. UPPER LEVEL ~ U ~ ~ _ I - I, I S SMOKES ~ DINING . 'WHEN MORE .THAN ONE. SMDKE ALARM IS REQUIRED .TO BE ~ INSTALLED WITHIN AN INDIVIDUAL'DWELLING UNIT THE ALARM a L , SM KE I SMOKE CEILING ' DEVICES.SHALL'BE INTERCONNECTED IN SUICH A MANNER-THAT - . DET I ~ ETA : I I - S S SMOKE 10'-0' ~ THE ACUATIDN.OF.DNE ALARM WILL ACTIVATE ALL`OF THE: VAULTED - VAULTED I 'I I DET, CEILING CEILING ALARMS IN THE INDIVIDUAL UNIT, THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER"BACKGROUND N~ISE;LEVELS ' r ¦ I _ _ t _ I ~ SEPARATE. ¦ t ' WITH ALL INTERVENING DDDRS CLOSED, SWITCH TD BE ¦ - ~ SEPARATE ° ALL-SMDKE ALARMS SHALL BE"tISTED AND INSTALLED IN i I SEPARATE PROVIDED. FAR 7 8 ~ SWITCH TD BE , FAN AND LIGHT TV SEPARATE SWITCH. TD BE ACCORDANCE WITH THE PROVISIONS OF.THIS'CODE:AND THE PROVIDED FOR I I ~ SWITC - PRGVIDED FOR ( ~ ~ 1 ~ TD BE PROVIDED FOR HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. BE FAN AND LIGHT - AN AND LIGHT , BEDR~~M # BEDRD~M #3 ; FAN.ANn LIGHr -OR , R313.11i ALTERATIONS.REPAIRS AND ADDITIONS, IGHT S I` - SMOKE I ALL BEDRGOM RECEPTACLES: ~ s ~ SMOKE- ~ TV \ ~ ¦ -ALL BEDRD~M RECEPTACLES WHEN INTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING DET SHALL BE.WIRED TC AN ARC , ` . ~ SHALL BE WIRED TG AN ARC S DET ALL BEDROnM RECEPTACLES ¦ A PERMIT OCCUR, DR WHEN DNE OR MORE SLEEPING ROOMS ARE ADDED DR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL ~ FAULT CIRCUIT INTERRUPTER. FAULT CIRCUIT INTERRUPTER, a SHALL BE WIRED TD AN ARC ~ - - - I a FAULT. CIRCUIT INTERRUPTER, ~ DWELLING UNIT SHALL"BE PROVIDED WITH SMDKE ALARMS I - 1 STAIR Z ' - - - - I WIRE ENE PLUG ~N ~ WIRE ONE P . LOCATED AS REQUIRED 'FOR NEW DWELLINGS THE SMOKE ALARMS ~ c*1 r-+ 0p I WIRE ENE PLUG ~N LUG N a - - - THE: DUPLEX OUTLET ¦ - ~ THE DUPLEX ~UTLE INE PLUG N SHALL BE INTERCONNECTED AND HARD WIRED, ~ N 00 N IPLEX DUTLE ¦ EXCEPTIONS ~ M ~ ~ THE DUPLEX OUTLET TO SWITCHING TD SWITCHING ` I c~m~O ITCHING I SMDKE ALARMS IN EXISTING AREAS SHALL' NOT BE REQUIRED TD BE` ~ -N (f'~ N p - - - - ~ - I ¦ - - - TO SWITCHING ¦ I- ¦ ¦ I ¦ ¦ ¦ ¦ ¦ ¦ ~ ~ ¦ ¦ L_ ¦ ¦ ¦ ¦ 1, INTERCONNECTED AND HARD WIRED WHERE THE ALTERATIDNS OR ~ p r REPAIRS' DO NOT RESULT. IN THE REMOVAL OF INTERIOR WALL 0~ ~i M . _ L _ - z a r , i I GFI ~ 4 GF ~ „ FINISHES EXPOSING THE STRUCTURE, UNLESS THERE IS AN ATTIC,' i-~i ^ r'+ GFI / CRAWL SPACE, OR BASEMENT AVAILABLE WHICH COULD PROVIDE - -t - - - WP _ z WI WP ~ ACCESS FOR HARD WIRING-AND INTERCONNECTION:WITHOUT THE ~ ~ ' ~i REMOVAL ~F INTERIOR FINISHES ~-I , Q W ¦ UNCOVERED DECK ` -Ll- ~~~~S~PARATE REPAIRS TO :THE EXTERIOR SURFACES DF DWELLINGS ARE ~ t~, z H FLO~R FL~~R - SWITCH TO BE 2, EXEMPT FROM THE REQUIREMENTS . DF. THIS SECTION, ~ PROVIDED FOR R313,2~ POWER`-SOURCE. SW TCH , SW TCH _ FAN AND LIGHT ~ a . r . COVEREL IN NEW CONSTRUCTION,'THE'REQUIRED SMOKE.ALARMS SHALL COVERED PARCH RECEIVE THEIR PRIMARY POWER FROM.THE BUILDING WIRING ' WHEN SUCH WIRING IS SERVED f RDM A COMMERCIAL : SDUCE, AND ~ ` ¦ . . WHEN PRIMARY.PDWER IS INTERRUPPTED, SHALL RECEIVE POWER ® ® FROM A BATTERY: WIRING SHALL BE .PERMANENT AND WITHOUT A 0 DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FRO III `III OVERCURRENT PROTECTION, AI.L SMOkE ALARMS SHALL BE PERMITTED. TO HE BATTERY:DPERATED WHEN INSTALLED IN . I .BUILDINGS WITHOUT COMMERCIAL POWER OR IN BUILDINGS THAT ~ . _ tII UNDERGO ALTERATIONS, REPAIRS'OR ADDITIONS REGULATED BY SECTION R313r1~1~ O: . - III D~ _ II O.: III GENERAL ELECTRICAL NOTES. L_L.L.i~ U w FIRST FLOOR 1~ ALL WORK .SHALL BE DONE IN STRICT ACCORDANCE WITH ; ~ ~ ~ APPLICABLE CODES AND ORDINANCES.:CODES AND ORDINANCES ~ SOHALL TAKE PRECEDENCE'OVER"THE CDNSTRUCTIDN DOCUMENTS ~ ~ ~ ELECTRICAL PLAN NLY IN THE CASE DF CONFLICT, : N ~ ~ ~ SCALE:1(4 _ 1'• 0" SCALE: 114 ~W SCALE: 114 " =1'- 0" 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE .FOR (.T.~ COMMUNICATION WITH THE PROPERTY OWNERS PERSONNEL TD ll ~ REVIEW' CONTRACT DOCUMENTS`.PRI~R TD .INSTALLATION" ~ h~ 3, IN :GENERAL, PLANS AND DETAILS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED,• COORDINATE ALL: ELECTRICAL WORK OTHER TRADES SD AS NOT TO CONFLICT IN LOCATION OR PERFORMANCE DF OTHER SYSTEMS, 4. NECESSARY, OBVIOUSLY REQUIRED, ELECTRICAL ITEMS THAT ARE : DATE: 0410612006 . NOT SHOWN ON THE ..DRAWINGS DOES NOT RELIEVE''THE CONTRACTOR' OF HIS RESPONSIBILITY TD INSTALL A COMPLETE SCALE: -AS NOTED. OPERATING .AND-SAFE ELECTRICAL SYSTEM - DRAWING NO:. 5, FIXTURE, OUTLET; AND'SWITCH. LOCATIONS ARE "DIAGRAMMATIC, CONTRACTOR SHALL COORDINATE .EXACT LOCATIONS WITH-MINIMUM CODE. REQUIREMENTS AND OTHER TRADES WHEN:NDT:SHOWN IN IN GENERAL, PLANS AND DETAILS ARE r^ D DETAILS ARE ;DETAIL," , . DIAGRAMMATIC ONLY AND SHOULD NOT SCALED USE DIMENSIONS SHOWN ~N TI D SHOULD NDT HE 6, ALL.BEDROOM RECEPTACLES.SHALL BE WIRED TO AN ARC FAULT IS_SH~WN DN THE CIRCUIT.INTERRl1PTER. _ _ 11uuumr-N 1 S. I:UIY I KIM; I UK JHALL VEK! ALL DIMENSIONS ON SITE. SMALL VLKlt Y s 7. THE. CONTRACTOR, UPON COMPLETION OF HIS WORK,. SHALL BE S RESPONSIBLE.FOR ANY AND ALL CERTIFICATIONS THAT MAY BE . REQUIRED. APO MIS AV. _ - t' ? f ~ ~ 1 i 7i 1 . I ADDRESS: ~f MANDALAY DRIVE ~ ~ S~C'TION: 5, TO~~NS.I~IP 29 S®UT~I, R.~.NGE: 15 .EAST CLEARWATER BEACH, FLORIDA. FlR 5/8" NW CORNER - - - LOT 8, a~ocK 4s BRUCE AVENUE - - - - - 60'R/W II 1~'~u 1 co o ' I I' ~ ° SOUTH 1~ 15.40'(M) SOUTH' 115.00'(C) 99.64'(M) ' S'C W ~ ~ ~ ~ ~ i oo. oo'<P> ~ ~ G LB 6947 FCM 4X4 FCM 3X3 ' 3X3 ~ i ~i~ Q~ ~ FCM 4X4 FlR 5/8" LOT 2 LESS THE I ~ LOT 7 AND THE SOUTH FCM 4X4 ~ i NE CORNER ~ SOUTH 74.20 FEET ~ ~ ~ 74.20 FEE7" LOT 2 ~ NW CORNER LOT 4, BLOCK 20 LOT 2, BLOCK 20 -p ~ N ~ ~ BLOCK 20 c,, ~ BLOCK 79 5704 SQUARE FEETf 5307 SQUARE FEETf v ~ - - - - - - - - - - - - 5.7' N ~ ~i 40.0' 5.8' S.2' S.7' ~ 44.0' -~5- U ~ LOT 4 ~ ~ ~ ~ a I ~ PROPOSED Z ~ BUILDING ENVELOPE ~ ^°o ! ~ Y. PROPOSED ~ w ~ 0 ~ ~ ~ m ~ BUILDING ENi/ELOPE o ~q ~ ~ i~ ~ m N ~ ,Q ~ ; ~ ~ ,Q ~ o ~ ~ ° ° ~ I w ~ ~ ~ ~ ~ ~ ~ ~ I ~ Z o ~ ~ _ _ . W ~ ~ 5.1' ~ 44.0' ~ 75.7' 5. 1 ' , ~ I _ . o I ; I I / S~gACK ' _ Z ~ 5.2' 40.7, 5.7' ' ~ i 15 ,CM 4X4 4X4 ~ ' LOT 3 _ ~ K F ~X4 ,~gp,G ~ I ~ 15 LB 6947 I' oV 5,c5W o ~lk~~ ~~r ~ ~tii~ ~ S~: o~ $ ~ ~g$ ~~Pl a°° FPM axe a i pR pP~F ~E~P~ o ~ L ~ y~8 ~ E~~ ~iR~ t... ~ O RIGINAL RECE~D FAR ~o~ Zo MiN NOV 2 ~ 2Q~6 j ~~OG~ Z~J~ _ ~ESSA 180 /W PLANNING DEPARTMENT ~ CE'.R TIFI CA. TIONS: CITY OF CLEARWATER I CURVE 1 / N0. RADIUS DELTA ARC TANGE ~ ~ 7 350.00' 79°55'38" 727.73' 67.4 ELEI/ATIONS SHOWN HEREON ARE IN / ~I ~ JOHN TSOULFAS I/E TABLE ~ ~ , TANGENT CHORD CHORD BEAR/NG LEGAL DESCRIPTION: ' 6 ~ . 49 ' ~ 2 ~ . ~ 2'(C) S. 7 8 ° ~ 7'D 7 "E. (C) ' ' L 0 T ~ do 2, BLOCK 20, MANDALA Y SUBD/ l//S/ON, AS RECORDED IN ~ ~ 9.62'(M) ~ 7° ~ g'23 "W. (M) ;1 PLAT BOOK 74, PAGES 32-35, ACCORDING TO THE PUBLIC RECORDS PARENTHESIS AND BASED ON 7988 NAVD. OF P/NELLAS COUNTY, FLORIDA. N FILE N0. ,j~I.~ 06-9862A RE~/lSIONS CEf~ Tl~l C~,,TI ON: i-i r„--,ire n r~rn iii i~ a n r-iii in .LEGEND: _ . _ _ _ _ _ _ _ _ i HFRFRr r.FRnFr rHar THis SURI/E~'-~WAS MADE UNDER Pl = PC)/N/ Uf /N l KS t C,' / l UN SUR VEYED' B Y 1,) MY RESPONSIBLE CHARGE AND; fi4M THE UINIMUM A = ARC FCI =FOUND CONCRETE LLr Luwtsl LNlN(~ tLUUK PI P 9 CONC. = CONCRETE i =MEASUREMENT _ BM = BENCH MARK - MONUMENT M PP - F PP = POWER POLE TECHNICAL STANDARDS AS SE0t OPTH-6K-BOARD OF PROFESSIONAL LAND SURvmbi _IN CHAPTp 6 f G l 7-6 ` OF D CSW - CONCRETE SIDEWALK BRG =BEARING = FH = FIRE HYDRANT MH =MANHOLE R = R~ R = RADIUS DRAWN B ~-j WDB 2.) THE FLORIDA ADM/N/STWIV CURE P,RSUA ( TO SECTION PROFESSIONAL SURVEYOR D DEED ~ CBS= CONCRETE BLOCK/STUCCO SIP = 472.027 OF THE FLORfdAZTAT(_ E_'z, "-RIOT VA WITHOUT SIP = SET IRON PIPE 3 SIGNATURE AND EMBOS ELF W/TH'URI'OR SEAL DE -DRAINAGE EASEMENT FIP =FOUND IRON PIPE OHP OVERHEAD POWER LINE 1298 LAKEVIEW ROAD i PH. (727) 298_0286 CALC = CALCULATED SIR = SE SIR = SET IRON ROD WITH CAP # 6947 DATE DR~ N 10-23-06 ) u `J c - ri ; EDP = EDGE OF PAVEMENT FIR = FOUND IRON ROD P = PLAT L. 33756 FAX# (727) 461-0696 CHB CHORD BEARING CLEARWATER, F I = l UE = UTILITY EASEMENT DATE SIRI/FYED: 4) s`' CH = CHORD EOW = EDGE OF WATER FN = FOUND NAIL PC = POINT OF CURVATURE UE WB = WATER BOX, AUTHORIZATION NO. LB 6947 = FENCE FCC = FOUND CROSS CUT FPP = FOUND PINCH PIPE PCP = PERMANENT CONTROL POINT WB CLF CHAIN LINK WF = NT AE E11 N1250,96- DATE. 09-03-03 M. G. MAYER PLS 9 r WF = WOOD FENCE FLOOD ZONE ( ) I Ii l