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FLS2007-04016
coo# CLWCoverSheet FLS2007 -04016 1001 E DRUID RD DOYLE KEVIN &MARIE ATLAS # 296A ZONING: LMDR LAND USE: RU RECEIVED: 04/02/2007 INCOMPLETE: COMPLETE: n LA lf i n:l MAPS PHOTOS: STAFF REPORT: DRC : - 67 ..3 -h CDB: House Plan HWEPL01848 image 1 Page 1 of 1 close window ORIGINAL RELIVED, APR 02 2007 P6.ANNINC, r3EEARIIWENT CITY OF CLEARWATER http: / /www.eplans.coml image - gallery. hwx /Q/ Plan. HWEPL01848 /ImageId.222179 /nav- cont... 3/3/2007 PLANNING DEPARTMENT C ITY OF C LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2007159506 05109/2007 at 02:39 PM OFF REC BK: 15782 PG: 919 -920 DocType:RST RECORDING: $18.50 DECLARATION OF RESTRICTIVE COVENANT KNOW ALL MEN BY THESE P RESENTS: ` WHEREAS, the undersigned eu,',.1 C ,bcNt_C- -'fA %.e.C,'�>-iTs /are the fee simple owner(s) of the following described property situated and being in the City of Clearwater, Florida [the "subject property "]: . Lot(s) _I , Block of RD(3rcgs Subdivision, according to the plat thereof, as recorded in Plat Book Page ® of the Public Records of Pinellas County, Florida, and WHEREAS, the undersigned owner(s) of a single family residence located on said property desire. to utilize said Lot(s) as a single family residence with associated occupied space, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the subject property will be used only as one single family residence as defined by the Clearwater Community Development Code, as amended from time to time, and 2. That the occupied space located over the two -car garage shall not be used as a single family residence on the subject property. NOW, THEREFORE, for good and valuable consideration, the undersigned do(es) hereby declare that he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his /her successors and assigns and may only be released by the City of Clearwater, or its successor, in accordance with the ordinance of said City then in. effect. "ITNESS WHEREOF, the undersigned has /hav caused hand(s) A W4o be affixed hereto on this � l day of , 200 1. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" y� V WITNESS(ES) B Print a bed ✓� By: P ' t N me: 3Z"mn e ;R,"� STATE OF FLORIDA ) COUNTY OF PINELLAS ) OWNER(S) By:j Print By./ Print l 4,y1n I HEREBY CERTIFY that on this qa erso ally appeare D r° 9L- a �3 /e— who ersonall know a or has produced (type of identificati as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of z , My commission expires: PREPARED BY: Leslie K. Dougall -Sides Assistant City Attorney City of Clearwater 1 MM -1 * — � ��A e 1— ffi� W�� • - :r • FLORIDA >t� KKaren J. Smith Commission # DD418311 Expires June 17, 2009 8"004 troy Fo in•IMurance. Inc. 800385.7019 t LS _'2_t)67 --ogef �, TO: 'llie City of Clearwater, Mr. Meat C. 'Thompson, Development Review Manager CQ Development Review Department Subject: Revised description of proposed development at 1001 Druid Rd. E. or soon to be 801- Ewing Ave. This statement is to document my agreement to comply with the two items required to develop the above stated property during the May 3, 2007 DRC planning review meeting. 1. Rain gutters will be included and installed on the proposed single family dwelling. 2. The two camphor trees will be removed, per your request, as they were deemed invasive exotics: The site plan has been updated to reflect these changes. Kevin E. Doyle STATE OF FLORIDA ) COUNTY OF PINELLAS ) 1 REBY CER . - that on this day personally appbeTore me -k Who s ersonal, lyn 0 me or has produced (type of identification) as identification and he /she acknowledges that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. ,r SWORN TO AND SUBSCRIBED before me on this --- clay of �. 20 My commission expires: 2131dMM10 4O Aif0 1NMIMM ONINNdId 0�IrPW�g4l�36 11►lil10160 NOTARY Pi3'LIC STATE OF FLORIDA N0T"Ry"U` Karen J. Smith Commission # DD418311 Expires June 17, 2009 STA COFFtOR10A 80ndodRgfaie•mwraeee ix 8043857079 " Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 Or SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION Q" SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets SUBMIT APPLICATION FEE $-100.' * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006) PLEASE TYPE OR PRINT — A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: i 1.1 IC -7,j7j S._��_ 3 Q JA FAX NUMBER: --7 E _t� ®y L_[' FAX NUMBER: �L94 MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: ► �.l ��� '°t �`� C,1t— PROJECT VALUATION: STREET ADDRESS�(i>�___ PARCEL NUMBER(S): / /ocvn PARCEL SIZE (acres): PARCEL SIZE (square feet): LEGAL DESCRIPTION: P- 0G < 1-1P"aatcC/%w! in PROPOSED USE(S): PL-':k c (3K Pr2'G_c 36 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.) I S: \Planning Department\Application Forms \development review \2006 Forms \Flexible Standard Development (FLS)12006 f CLEARWATEP Page 1 of 7 a �A :Clearwater 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 $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006 PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: 7,-7 5 9 3 3 01 FAX NUMBER: FAX NUMBER: E -MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: S t!J C�-LL. �so,,� L %_I PROJECT VALUATION: $ STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): OCO /a PARCEL SIZE (square feet): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or sqw footage of non - residential use 2 requested code deviations; e.g. reduction in required numbef, 6 l parking spaces, specific use�ett t-�'v aK € jz.G 3I3 05 DE"PAi IMF;NT /'�I71S @nnm�y �t ,plioation FormsWevelopment re�evA20W FonnsMFiewole Sianaara uevetopmem trw! zvw.00c � r T r L FC Page I of 7 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO %oF (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) I/ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ® 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 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. 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. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 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. ORIGINAL APR 0 2 2007 Cily OF CLEARWATER SAPlanning Department\Application Forms \development review \2006 Forms \Flexible Standard Development (FLS) 2006.doc Page 2 of 7 WF3ITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) d/ 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 Criteria 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 exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; • Existing topography extending 50 feet beyond all property lines; • Proposed grading including finished floor elevations of all structures; • All adjacent streets and municipal storm systems; • 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 Professional 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 ❑ 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. 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) Ill SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' 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 arborist ", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ❑ 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; ❑ GRADING PLAN, as applicable; ❑ 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 Department\Application Forms \development review \2006 Forms \Flexible Standard Development (FLS) 2006.doc Page 3 of 7 ORIGINAL APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): J Index sheet referencing individual sheets included in package; North arrow; 9 Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; 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 and water lines; ,1 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 (per Section 3- 201(D)(i) and Index #7011; Location of all landscape material; ...... Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; Ib C71B1S_ Number of EXISTING dwelling units; C Number of PROPOSED dwelling units; Gross floor area devoted to each use; t 57 S Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet,& percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; _ 5 -t- Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 %X 11); 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 stormwater management for the parcel; All open space areas; ORIGINAL - -- Location of all earth or water retaining walls and earth berms; RECEIVED Lot lines and building lines (dimensioned); APR 02 2007 Streets and drives (dimensioned); PLANNING ING DEE 1 GCEARWATRWAT Building and structural setbacks (dimensioned); CITY OF R ER Structural overhangs; SAPlanning Department\Application Forms \development review\2006 Forms \Flexible Standard Development (FLS) 2006.doc Page 4 of 7 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) 0 SITE PLAN with the following information (not to exceed 24'x 36 "): J Index sheet referencing individual sheets included in package; North arrow; L P1 Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; _„L All required setbacks; 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 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 (per Section 3- 201(D)(i) and Index 9701); _ Location of all landscape material; Location of all onsite and offsite storm -water management facilities; Location of all outdoor lighting fixtures; and J Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING Land area in square feet and acres; REQUIRED PROPOSED Number of EXISTING dwelling units; O 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, _ expressed in square feet ,& percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; - _ Impermeable surface ratio (I.S.R.): and _ Floor area ratio (F.A.R.) for all nonresidential uses. _ o REDUCED COLOR SITE PLAN to scale (8 Y. X 11); 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 stormwater management for the parcel: Z All open space areas; LU LU Location of all earth or water retaining walls and earth berms; � N Cr _T Lot lines and building lines (dimensioned); �. LU LU Streets and drives (dimensioned); 0 Building and structural setbacks (dimensioned); �w gLL- Structural overhangs; � U SAPlanning DepartmenAApplication FormsMevelopment revievA2006 Formalftex7ble Standard Devefopment (FLS) 2006.doc Page 4 of 7 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'/2 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS — with the following information: s/ All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and Materials. ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8 'Y: X 11. 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 %X 11) (color), if submitting Comprehensive Sign Program application. RED APR 02 2007 PLANNING DEPARiWNI CITY OF CLEARIMAT'ER SAPlanning Department\Application Forms \development review \2006 Forms\Flexible Standard Development (FLS) 2006.doc Page 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) ❑ Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • 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 Engineer's (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 turning movement at all intersections identified in the Scoping Meeting. 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. ❑ Acknowledgement of fire flow calculations /water study requirements (Applicant must initial one of the following): ire Flow Calculations/Water Study is included. 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. Signature of property owner or rep sentatt1 t � ko� V i r� �59 v lafu W, DIM l STATE OF FLORI A, COUNTY OF PINELLAS ,Avorn and subscribed before me this __2( day of A.D. 20 to me and /or by who is personally known has produced as identification. &&a, Notary public, My commission expiren A n„ ��n /„ Al-7 AN O 7 ?� ' �� -� Notary Public - State of Florida 20 a ' ' r t, ,, kes Jun 30, 2a S: \Planning Department\Application Forms \development review \2006 Forms \Flexi � d �F�nL�( L�ROO�.�E� PLe�uVPVIIitC� uCf'/�KI f�lENl Page 6 of 7 ^.,;FOF c��`'`� Commission # DD 446855 "' Bonded By National Notary Assn. CITY OF CLEARWATEE • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed – PRINT full names: � � t E LE 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): look R , Fr_ 1 3. That this property constitutes the property for which a request for a: (describe request) \ate CT 13 I; F_oy- l o O 1 fz_u I � 4. That the undersigned (has /have) appointed and (does /do) appoint: 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 (I /w ), the undersigned a thonty, hereby certify that the foregoing is true and correct. c Property Owner Property Owner - Property Owner –� W — Property Owner STATE OF FLORIDA, 9 COUNTY OF PINELLAS B fore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this � day of personally appeared V i cam/— _ who having been first duly sworn Deposes and ys that h% fully understands the contents of the affidavit that he /she signed. i DEBRA ALBANESE r P`e�� ., Notary Public - State of Florida ' • :My Commission Expires Jun 30, 2009 Commission # DD 446855 oo-; ' omm Notary Public Signature ��" Bonded By National Notary Assn. Notary My Commission Expires: A-PR 02 2007 PLANNil+ii; L)EPARTMEW CITY OF CEEARWATEIZ SAPlanning DepartmenOApplication Forms \development review \2006 Forms \Flexible Standard Development (FLS) 2006.doc Page 7 of 7 M Description of Request L r, .d7L- I, Kevin Doyle, respectfully request permission to use the Ewing Ave. exposure as the front of the proposed construction of a two story single family residence, in order to realize the best use of land scenario of the proposed development. This will deliver approximately 2,375 sq ft of conditioned space: 1800 sq ft in the main house and an additional 575 sq ft in the second story of the two car garage. In order to achieve this proposed development I request being allowed to use the minimum setback requirements e.g. Approximately 15 ft for the front, and 10 R for the rear. If permitted to use these setbacks, there will be ample space on both sides of the development hence, no other setback requests necessary. The two existing trees along with existing property line vegetation will be able to remain undisturbed. Included in this package are the following sheets: 1. Flexible standard development application 2. Proof of ownership —copy of the deed to tool Druid Rd E. which includes legal description and parcel ID. 3. Written submittal requirement with insert responses for questions I — 6 found on pages 2 of application. 4. Inserted responses for written submittal requirements; (flexibility criteria). 5. Supplemental submittal requirements: a. signed and sealed survey of vacant lot b. location map of the property 6. Site plan submittal requirements ORIGINAL RECEIVED APR 0 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER L7 Written Submittal Requirement 1. The proposed development will be in continuity with existing -and adjacent properties as it is a two -story single family residence built to similar scale and character with traditional materials replacing a two -story house that was there previously. 2. The proposed development will not negatively impact or impair the value of adjacent land for future development but will enhance this immediate residential neighborhood. 3. The proposed development will not adversely affect the health or safety of persons in the neighborhood. The use will conform to all of the existing properties as it is designed to be a private residence. 4. The proposed development will provide adequate space for two or more vehicles to be parked in a driveway or garage thus reducing the need for on the street parking which also should contribute in minimizing any traffic congestion. 5. The proposed development will be constructed in the same community character of its immediate vicinity in that it will be a single family residence. 6. This proposed development shall enhance and strength existing neighborhood value and add integrity to the immediate neighborhood. ORIGINAL. RECCEIVEQ APR 0 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER y General Warranty Deed Made this March 2, 2007 A.D. By Carmine J Pecoraro, Jr, 1718 NE 7th Terrace, Ft: Lauderdale, Florida 33305, hereinafter called the 4�._ grantor, to Kevin E. Doyle and Marie E. Doyle, husband and wife, whose post office address is: 124 81h Street, Belleair Beach, Florida 3378&, hereinafter called the grantee: (Whenever used herein tbe term "grantor" and "grantee', include all the parties to dds insh mnnt and the heirs, legal mpt clwim and assigns of individuals, and the successors and assigns of corporations) Wiitnesseth, that the grantor, for and in consideration of the spin of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acliowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Pinellas fioimty, Florida, vie Lot One (1) ROGERS SUBDIVISION, of the east 465 fed of the North Half (Nl/2) on the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of Section 15, Township 29 South, Range 15 East, as the same appears of Record in Plat Book, Page 30, of the Public Records ofPinellas County, Florida. -- A/K/A: 1001 Druid Road E., Clearwater, Florida 33756 PARCEL ID: 15)29115n6356100010010 Said property is not the homestead of the Cnanum(s) under the laws and constitution of the State of Florida in fbat neidw Grantor(s) or any -members of the bousehold of Grantors) reside thereon. Parcel ID Number.15n9/15n6356 /000/0010 Together with all the tom, 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 gran I is h wfully seized of said land in flex simple; that the grantor has good mitt and lawful authority to sett and convey said land; *at the grantor hereby lolly wartants the title t>D said land and Will defend the same. against the lawfni claims of all persons whoever; and that said lard is five of add encumbrances except taxes accruing subsequent to December 31, 2006. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed sealed and delivered in our presence: Witness Printed Name (seal) Carmine J. Pecoraro,-Jr. Address: 1718 NE 7th Terrace, Ft. Lauderdale, Florida 33305 - — _ (Sean Witness Printed Name Address: State of Florida County of -Pinellas The foregoing instrument was acknowledged before me this 2nd day of March, 2007, -by Chine L Pecoraro, Jr., who is/am personally known to me or wbo bas produced as DEED Individual Warranty Deed With Non - Homestead -regal on Fax Closers' Choice ORIGINAL Neftry Pubrie V�EI .e��ulkp Print Nam My Cominbsi►nSxprrs: APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Written submittal requirement: (flexibility criteria) 15 Detached dweiimgs 1. Front Setback: a. Inspection of the present abutting and adjacent properties shows a iuixed intersection i.e. across from the proposed development is a dwelling with two types of front exposures. One facing :Druid Rd. and the other with a second point of egress facing Ewing Ave that also has a two story double garage. The existing neighbors physically abutting the proposed development are bordered by one rear yard and the other a side yard. The neighbor across from Druid Rd. is on one continuous block with no through traffic creating a T intersection. To summarize setting the house by using the Ewing Ave for the front exposure is by far the best use of this residential parcel, consistent with existing residential homes and will require utilizing a front setback of the minimum. allowed 15 feet. - b. Upon inspection of the adjacent properties utilizing the minimum allowed front setback of 15 feet will not have a negative effect to existing property values. The present position and location of existing houses is such that the proposed development will have a positive influence on future value to those properties. c. Yes, when looking at all the deferent size residential structures and their many different styles you realize that the most consistent trend is that each house is -built slightly different in character adding-to-the charm of the neighborhood and the front setbacks vary from block to block. This is especially consistent with the corner parcels in this immediate area. d. The proposed development layout is the best use of land for the single family residential zoning. Utilizing Ewing Ave for the front exposure will enhance curb appeal and is far better then having to face a busier Druid Rd. it also allows for a better floor plan, reduction in noise levels due to Druid Rd traffic, eliminates the possibility of traffic obstructions when entering and leaving the house and allows space for off the street parking on the South side of the house increasing the amount of green space for landscaping and additional site enhancement- 2. Rear Setback: c. Utilizing a rear setback of 10 feet will help to ensure a feasible project by allowing an efficient floor plan and a beautiful addition to this residential neighborhood. d. The project will not disturb the existing natural boarders by utilizing a 10 foot rear setback. 3. Side Setback: Provided we are allowed to use Ewing Ave as the front of the proposed single family two story development there will be no need for a side setback relaxation. There will also be sufficient space to accommodate a two car driveway with a possibility of a two car detached garage and still have sufficient space for gardens and landscape designs. ORIGINAL RECrRVED APR 0 2 2007 PLANNING DEPARtIV(ENT CITY OF CLEARWATER CIRTIFIE'D TO KEVIN AND k'IARIE E �I 1 0 t SC[ ....�TWP. P eW 30,E •i • I _ �� � • 1%1.1 .,�"!� • G' .� a°��' � _. Kill ;I;n ,roUNR' 1mV u4I1I f,C,LNm FQUNII. C PPFa OWN 4001. O,P,Il(WUT. I�AMIM) waN 1tum, PI P7 RN N5 lo%pipal �,�GCNU;n,rl;r,�fa11NQ nArPIO IIlU1J rIPI'; v.N.u.-r0uuu WAIT k al'�KI•;),Il:n,l�l; I1�f�; All: ,1f 11at F.a.u,•• FalilNQ un►jt�E -;' 140NIWENT; N.N,N.� PLI2UANGNT llff[pCNf.E l]ANlI61l N1: P.G P �PENIJAN�NT��CQ�IyI1W,l'AIN1; P.f.• PAINT Of INTEffSCG110N; R _iv - RIGHT O WAY; I:Lf U.•+ iLEUA11lIFi; L.R. &,� CQNCIlC lE Gi pu( 511iUGTuRt; GONC,��1C1r 1E1T!I h�Pli.� ASPHALT: PAW.- P /sK-M • 1:GvL••,1[u; a-- 11,;KG, `SM.— :WvT1,1111 •IWP.- 111MM9i1Nj 1i11k.+".1' 11,i1i1�- Plh'(1 Mr 41k•ASUtIEG; CSN'f,— I:A�EMI•?ITi, >:AS0IM AMA Q:• 11A110s; A,— ANC; P.- CHQI1f1;. C11pN1) RrAIIING ST`f,- .5TW1f• r-A.F.- WAIN LIN1t ff:NCLf W.F.- W000 1THrE A SU(tVCY LT' LOT 1 , . THE ROGERS SUBDIVISION AS RGCLAWD IN' PLAT DOG li y• PAGI � 01' 11-11 PUBLIC ArM LIDS Or PINT- I_LAS;CQUNTY: FLORIDA. 6 NL,IA,I + KI:A111A 111C SIMIL£f 11 W 114'1'PNS1111L GIAIW4, C1:I111fY 1HA1 ill[ ::11QV1.1' NIT114til;Nlla1 1100114. A5 PffMiIi 111' 41IMWU IM110CAL STAK11MIN5 WIF 1`04111 IlY rf11f• fwxmA Wwl f>r'IJ.ND Uw.lowL I')II)'AIANT T1l SfG11a1 172,1127 NK llle fLlmllgA 9TAlulm AS 1'QP51aluQEO W f2uplo CIQI7• -II "PL Of IT-01 NMAL (ir:(:YAll4ki. H11T:VNIU tA1Ik9'a �uf11 MIII AN 411gfMi7l'11 Sun »llYt'J 59AL) ' E EVA11QN'STAT1L11AT1 11115 Is Till CEI1T11•`( INAT WC 11Aur QIITAINm G1'v /.IIONS'�w4Q4 w 1•IERI'M1`.•0F 1NE'AfiOVE OESIRIIIEQ LAND, THESE EP4110NS� sliuml 1IEN1:Ml •AIII: ILAtil :11 EN 11iE A011 'Ii AIdG111C!AIA VC:WPICAL DATUM, Ina. DoNclovlARK S4IPPUEQ Q'f THG •£N[:INf:L•111NC - l A M n ' OEPT., PNvI?IJ.AS MUM fLMIMA. ROW1 7pNC I)l,0JpC11ANG ARE'•QASI:II• Ul'0al .•71l�IiERxI.�EACItA1lJGY :IANI,GEUENT AGI34CYS.. M%J'5.155111 OIIE 1tl INl Ull!IIS1(aiPaE!i ft'IUNQ IN TNCSE 41APS, 1111: 701,11:1 AIIE AN APPRUIMA'll: E.R11MA11fIN 70 WIC MUT OF 0UR A0JUv.y. %k T pp X C0N1(ulfilY Nu. PANCI- Nn: .- ..,�....- b1Al t1A'f'i T� rc r Q APPEAna TU RF f �ACtA I]`ELEV 11�. L ® .9,4P32!2. . IN 1`1.00!) MHz =�-- -_ _ A11N LM /CYJ/ nnrf.: '-' �-�' A;r L'IGD SUT�� :1111 C: APl�unwn ,: #o` Kf0'fl ^- --•- -r 1275 NO. I•!,[CI•IL.,AWAILMLl1s �L.� kG, SPA�c: II �._�; _ Cl.l?A111Nf19'Ir1I , 11T.�lTI.I):i :117 Y 727- 4•I6-1 :!0 FAY927 -461 -1162 1•LIA 1 I_`. 11`1' ?'1•ITII" 11.1.::1. CERTIF'IEL) Tf}:•. KEVIN: AND MARIE LE tiro. — • .. _ sEc:- -/ v�.iwp,T�„� -'� � � • ifs E .. v 1,C) RECEIVED i 77Z APR 0 2 2007 (' PLANNING DEPARTMENT CITY-OF CLEARWATER l � ;� L I a 3 - - - - - -- --- pp INA s Gc wf "POLIMPARY- Sll Y. - 'C31 SITE DATA TABLE for existing, required, and proposed development, in writtenttabular form: EXISTING REQUIRED (PROPOSED IL Land area in square feet and acres; �? V/ Number of EXISTING dwelling units; 1 Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; 1S QQ } S 7 S Parking spaces: total number; presented in tabular form with the number of required spaces; Total paved area, including all paved parkingL spaces & driveways, . expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of easement; Allast ML� u-". M Building and structure heights; s.r — - - Impermeable surface ratio (I.S.R.); and y Floor area ratio (F.A.R.) for all nonresidential uses. ORIGINAL RECFEIVED APR 02 2007 PLANNING DEPARTMENT CITY OF GLEARWATEp !f4 +ava+w i JL"u LA vw 1. rljvl "0 image Page 1 of 1 close.window httP://www*ePlans-Com/ image -gallerY- hwx/Q/ Plan. HWEPLO1848 /lmageId.222179 /nav- cont.. 3 /3/2007 o N tlJ.l IS Q C�- Z® httP://www*ePlans-Com/ image -gallerY- hwx/Q/ Plan. HWEPLO1848 /lmageId.222179 /nav- cont.. 3 /3/2007 F,3 F House Plan HWEPL01848 image ft Page 1 of 1 close window L,5 1 3, RE1E APR 02 2007 PLANNING E AtiflhEN1 'Ty OF CLEARWATER http: / /www.eplans.coml image- gallery.hwxlQlPlan.HWEPLO 1848IImageId.2259941nav- cont... 3/3/2007 PRECISION HOMES QUALITY W/TH A VISION subsidiary of Circle B Enterprises, Inc. 2"Fie Santa sa �,o - R 1,092 Square Feet - First Floor 1 Bedroom 1'/2 Baths 687 Square Feet Unfinished Second Floor Total Square Feet 1,779 All square footage approximate. SUGGESTED LAYOUT FOR UNnNISHED UPPER LEVEL OF SANTA ROSA —R I IOP7/ONAL� 1 1100' WARNING: Reproducing, copying, or otherwise using these floor plans or renderings without written authority from Circle B Enterprises, Inc. will result in immediate suit for damages including, but not limited to, all profits made from use of these plans or renderings, punitive damages, attorney's fees, and other litigation expenses. �w 0 GABLE �END WN OWS DORMER 1& 0, EACH £NDO (1) CEN7ERE0 WARNING: Reproducing, copying, or otherwise using these floor plans or renderings without written authority from Circle B Enterprises, Inc. will result in immediate suit for damages including, but not limited to, all profits made from use of these plans or renderings, punitive damages, attorney's fees, and other litigation expenses. I'L,) yL T 27 ' GAM WIYabYlaMnttlaT 4k ATIAGED ' aArcr N ImN rmaa o7GA A^ma1A( B1P) �rw�mrvlA mm 8 8 B B 8 y REAR arvArm i -rmcr. Hxr(im) i UE] 8 12/1 0 ° // 88 IE q nmr arm ROV Rte IoWOx41g lfema hoHe not bam eampl4fad Dy the DuBdmg manv /ottwe, how rrof been insaetfed ' by Me fAYd 0arty h, Jim egma, and we not eefllfed by PM aI, to moduli 7 ;6e1 and /a enR6- Get' .Code romp'hTCe by these ilevns must be defeminod of the toed lartY.• I) 7Ae ttenpleted loundolAw SrPOrf a)Olen mid (ledown , �or onolamge System. 2) Ram pq afoaa and g:.V oaeas to The bvddep. J) 8ui7dhg d1mbsi dewovte and hook -ups to plumb= gB system, and !lnfsh ohnn d bo t) flsefrkd acrdee Hook-up (mehdng leedars and IAe moA Gechfcd Pand) s)Comeeta oldecfrkol cKUits dOSakq o '. m B) Sna mhd g mbfM lim: dt)-dde vnits ad kr(ercannectlons befxxn moaWSa (molt! -un/ta adyA 7) InsfaBOfion of lnadofPorJ al Boor, celBng mid ed- AWBa of mofkrg Ikres'111urIhlr/de urrifs mlry). B) MsloB RB.S hsdafian m eh p/pAlg instated !n B) maf`�al�ifk4ai ° ate"'' pDpmg of c)1 modde mote )Aep of the 1� �o »n ee g Ad'ghf and of a Boor S}slem. Il NVAC �fanitaossolWl�olr�A and HVAC syfems• i ?, Ridge Hylta must be lnsforlad Ar acrordsa Pith TAO ronf maFw /oc(wer 1niavilms. f3) storm ProfecfAaT Parade R ked For Roma fyenkrga Poi Ffrc Sachon Eb06.1.�. 1!) Plan relkx Ord hlspec)Jan requked by f cpfa w r.3 to be done. m -site by ha] feearofely kG4wear. ' pool P1mIp Colvh Sol— ReglAiad Mth o SEER 120 (min) and Pmgrmnmoble Thmmmfal STATE OF FLORIDA CODE' 2001 FDC WITH '03 AMEND. (INCLUDING JUNE 30, 2003 UPDATQ. 2001 FPO WITH OS AMEND.. 2001 FMC WITH '03 AMEND. AND 2002 NEC FLOOR LIVE LOAD. 40 PSF - FLOOR DEAD LOAD: 8 PSF ROOF INC LOAD: 20 PSF oN Tmks , ROOF DEAD LOAD: 6 PSF /I to CHORD ATTIC LNE LOAD: 0 PSF' ATTIC DEAD LOAD: 10 PSF MAX. WIND SPEED: 130 MPH, EXPB, 1.1.0 (3 SEC. GUST, ENCLOSED BLDO) OCCUPANCY GROUP: SINGLE FAMILY DWELL OCCUPANCY R3 CONSTRUCTION TYPE: WOOD FRAME TYPE N UNPROTECTED BUILDING CATEGORY: 11 (PER ASCE 7 -98) MEAN ROOF HEIGHT NOT TO EXCEED 1S' ABOVE GRADE COMPONENT k CLAODINO DESIGN ppFFLOAADSS[C y¢, 1�pp ppSSFf ZONE 51 49.2 Psr Hear Zw PHHO ZON 2: ]tA PSF OMNf�. 20NE J: 175.5 PSf Not to be 16cow h coosfd w Rood plaAT w"S V in N)df ITZCCfiY ItUR CA1Lr ZONfS I2' DYER HAkG (IWICAL) Arm sm, 2' 1N3VV j TJINN�, u r )- islap It r (Fro) i far EEEYARW �„ RrcrfflELEVARON Sc Lp�gaDVAL m ����r11L Ain' t �OH FsP"'d� ' O Aro.r4 AP"'mn4NtMA PY10 t R. LOAF 101! L,OprM�Pg1n.TiL9' , FOUNDATION NOTES IN ACCORDAYCC NTIH THE PCOVIR[MEN19 W R2 FLOmOA DEPMTMENT OF COMIANIIY AFFAA$ THESE BUILDING PLANS W NOT CONTAIN POLISH ION wPPORi AND 11 . SYETFN DETAhS AND SPECO1CAlian THE DESIGNER OF INE BULDIHG PLANS.axaula BC CONTACTED TO OBTAN APPRGPRMTE =0ATXN PLANS, O FOUNDATION PUNS ARE DESIGNED BY DITHERS. TIE OESIONER OF THE BUILDING MANS' SHALL HOT K HELD RESPONSIBLE OR LIABLE TOP THE iWNOAiION aESIGN AND THE CONSEOUEMaI P[R- eDRMANCE w INE wPEf6TRUCTUPC'S STAUCtURLL COMPONEIOS ANO SY51EY5 REUIED THEREID. NOTE: ALL NIAMIALS USED N THE CONSTRUCTION OF TMS BUILDING 11"01 ARE COVERED OY THE FLORIDA BUILDING COMMISSION CHAPTER SO 72 RULES SHALL HAVE A CURRENT FLORIDA PRODUCT APPROVAL THIS SVIUCIM CNMT BE LOCATED ON THE UPPER HALF OF AN ISOLATED H U.. RIDGE OR ESC RPMOR' WHICH SATISFIES ALL OF THE rOl1AATNO 0) HILL RIDGE OR ESCARPMENT IS HIGHER THAN 30 FEET IN EXPO LOCATIONS AND 66 FEET N Tee LOCATIONS (`O) AVERAGE SLOPE Or HILL EXCEEDS TEN PERCENT fG0 MB NY. RIDGE OR ESCARPMENT HAS NO OBStRUC110Ns TO WIND MOVEMENT By TOPOGRAPHIC rrATU0R'M X A DISTANCE FROM IW HIGH POINT Or THE HAIL RIDOL ORTO 50 HILL RIDGE OR E[SWOMDR on THE NIE HEIGHT RE. mMmEVER IS LESS SITE INSTALLED. ITEMS NOTE THAT iHls UST DOES NOi NECESSWIY yIRT 1NF RFYS Of NTRaT AND WTdW3 1MAT WT DC PEOUIRED 10R A COYPIEIE NSTAWIION. Nl. NE REUi W pD15' ME wD1EtT tp LpG1l 1U0.01N6 . OFNCIµ MVIEVT AJA /PPROVAL .. q; CC?WPLM. FOUNDATION SIWPORt AND TNSOON RD 2) PAM;$ S1AIR9'AND GENERAL ACCESS To TO THE 3) �4jE FlRE.GXSNWONFR(S) I) BURDN6 OFYGNS. CLEANG/IS NN igdT -UV TO !) E CIRGL� . SYSTEM HON -W; INCLUDING' THE rEEOtas. ro me waDNo ..6) THE MAN EL$TPKAL TOWNS SUS- rf.E0ER5. 7 COmttOnoN OF EIECiRICAL OROGRS CROSSING. e) STRLCMK � A�6TN�DIC(M[RCWMC11oN5 BETWEEN Mooufts (NUfn -umrs oNtq ALSO SEE LIST OF RECUIREMENTS IN . LOCAL INSPECTORS NOTES BELOW NOTHE BV401H0 SPCCIFRD ON 1M6[ OB,IWIAa3 W IXCALIDED FRDM OOFETIAOE MME AVA1LIfIGTURETI . HOMSWO COMTRITCTION AND W[1Y 6MAIOArDS ACT, 12. USE, SUIT 1 SEO, U - PROASIDI3 Of 21 till J2D112, N 11NT'MC BlplaHC K .. , 1) ON NOR fOR EACNON OR NSIALURON ON - A BUILT. P[RYAVD7T FOUNOVIONI 2)'NOT' TD OS MO+tO OWE [RCORD,OR- INaTALLEpI u1p 3) OMGNED AND MANVFACi1TWD To GOMPLY W H A WTIONMLY RE000RM umm al"m coo OR AN EOUNPUDR, BUILDING COOS FOR alrc -ou Lr ow-ma D"A71ON NOTE&L T1p ;car _ See class seeffon for method of root 1entlaffam NmrdicOp (!). Slofifa� and offs 0" Site hs(oBeQ. by oiiAerx and Rrb,DCf fo lacd GLlrhaTCti0f1 rcH4M wd p(NYOxA ' . faunda(iarr ertdosuro (whm ProKOM)/ moat ha1W I lNwe 1061 net H'd{ a,. pe 1/15OfA of tM. Boor weo and an 78121 mhdmm . clad apaco c' site kralollel by ofhps SuDkcf to ford ,idisdktial rc1i4w ,4 opprolTd (mkT 7.717 net WYrf areo req C) J U LAN DRAWN BY., C.A.LeDlanc- 10.: 28RFL SHEET 1 OF e 167.. l L4wr [aY(4 ttA5I4LK'Ra'.' 9a KM!!(D ]Ile ldawag items hove not been camp/eted by the budding manLJacturer, have not been inspected by the third party aispectian agency and ore not certitieo by the slate mooufor /o6el and /a certifr- cafion. Code eanglance 1 M these items must be determined at the focal /,,d. 1) The romp/eted /ourdation support system and fiedown and/or anchor age system. 2) Romps, stairs and gensol access to the budding. J) Building drain; "" is and hook -ups to plumb- ing system, and Finish plumbing. 4) Elecfnco/ serrire hook -up (including feeders and The main Electrxw Panel). 5) Connection of electrical 2—its 'erring over modular owliv lines (Twits -wide units only). 6J Stmclurol and aesthela mtaconnectials between Jules (multi -units oNy). 7) lnstallat'an of awlatlac of Nora; ceding and end - wafls al mating /fines (nulti -wide units only). B) Install R6.5 inmlotion m all poiog instolled io uncandithni3O spaces. 9) Install 11 est pingg at Ed module mate lines at the marage wad ,Tcedng he'ght and at the Moor s}sfem. 10) Crowd space light ond switch 11) HVAC system aoss — ducts, and HVAC systems !2) Ridge wits must be instofled a accordance with the vent manufacturers astmctims. 13) Slam Protection Panels Requred Fa Gazed Openings Per fBC Section 1606.1.4. 14) Plan review and inspection requred by CBopter 63J FS to be done m7 -site Dy locd Fnesa, Inspects. Heat Pump Cooling System Requised With a SEER = IZ.O (min) and Programmable fiermoslof 8 AEm fTPI REAR C EM RQV 0 fR ' ELEVA PON LA a` STATE OF FLORIDA CODE: 2001 TIC WITH '03 AMEND. (INCLUDING JUNE 30, 2003 UPDATE). 2001 FPC WITH 'GJ AMEND., 2001 FMC WITH '03 AMEND. AND 2002 NEC FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: B PSF ROOF LIVE LOAD: 20 PSF --,o TRUS$ TOP ROOF DEAD LOAD: 6 PSF / CHORD ATTIC LIVE LOAD: 0 PSF ATTIC DEAD LOAD: 10 PSF MAX. WIND SPEED: 130 MPH, EXPB, 1-1.0 (3 SEC. GUST: ENCLOSED BLDG) OCCUPANCY GROUP: SINGLE FAMILY DWELL. OCCUPANCY R3 CONSTRUCTION TYPE: WOOD FRAME TYPE VI UNPROTECTED BUILDING CATEGORY: It (PER ASCE 7 -98) MEAN ROOF HEIGHT NOT TO EXCEED 15' ABOVE GRADE COMPONENT & CLADDING DESIGN LOADS: WALL ZONE 4: 39.9 PSF WALL ZONE 5: 49.2 PSF ROOF ZONE 1: 33.6 PSF ROOF ZONE 2: 71.0 PSF ROOF ZONE 3: 71.0 PSF OHNG ZONE 2: 71.0 PSF OHNG ZONE 3: 115.3 PSF Not to be located in coastal Or flood plain areas IV in HIGH VUOCITY HURRICANE ZONES a iE ( _-) 12" O(ER HANG J (T)PICAL) ASPHAL r SHE LEFT ELEVATION U N- ot�g' FOUNDATION NOTES IN ACCORDANCE WITH THE REQUIREMENTS 0.` THE FLORIDA DEPARTMENT OF COMMUNITY AFFARS, THESE BUILDNG PUNS DO NOT CONTAIN FOUNDATION SUPPORT AND 71EDOM SYSTEM DETAILS AND SPECIFICATIONS. THE DESIGNER OF THE BULDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS. ME DESIGNER OF THE BUILDING PLANS SHALL NOT BE HEIR RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PER- FORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATED THERETO. RIGHT ELEVARON A6 ` K"; p lfii GY App pyw prAET? �,� ut n � TR 'xi ± °"ors „Fa w o /vw 'c GN A F 1525 © nY -� N� Q w O �U SITE INSTALLED ITEMS NOTE THAT THIS UST DOES NOT NECESSARILY UMIT THE REMS OF WORN AND MATERIALS THAT MAY BE KOUIRED FOR A COMPLETE INSTALLATION. ALL STE - RELATED REM S ARE SUBJECT TO LOCAL BUILDING OFFICIAL REVIEW AND APPROVAL 1) THE COMPLETC. FOUNDATION SUPPORT AND TIEDOWN ATE 2) RAMPS. STAIRS AND GENERAL ACCESS TO THE ITTALDTHG 3) PORTABLE FIRE EXTINGUISHERS) 4) BUILDING DUNS. CLEANOLRS AND HOOK -UP TO PLUMBING SYSTEM 5) ELECTRICAL SERVICE HOOK -UP, INCLUDING THE FEEDERS, TO ME BUILDING fi) THE AWN ELECTRICAL PANEL AND SU8- FEEDERS )) CONNECTION OF ELECTRICAL CRCURS CROSSING. OVER MODULE MATE LINES (MULT -UNIT$ ONLY) 8) STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY) ALSO SEE LIST OF REQUIREMENTS IN LOCAL INSPECTORS NOTES BELOW NOTE ME BUIIDRG SPECIFIED ON MME DRAWINGS IS EXCLUDED FROM Is a ME MANUFACNRED HOUSNG C I” I.CDON AND SAFETY STAND&RTIS ACT, 42 U.S.C. 5401 ET SEQ, UNDER PROVISIONS OF 24 M 3252.12, N MAT ME BUILDING Ii 1) INTENDED ONLY FOR ERECTION OR INSTALLATION ON A SITE -FT-' PERMANENT fWNDATION; 2) NOT DESIGNED TO BE MINED ONCE ERECTED OR INSTALLED: ANO S) DESIGNED AND MANUFACTURED TO COMPLY WFIR1 A NATIONALLY RECOGNIZED MODEL BWLDRG CODE OR AN EOUNALENT BUILDNG CODE FOR SITE -BURT HOUSING. NOTE: ALL MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER 913-72 RULES SHALL HAVE A CURRENT FLORIDA PRODUCT APPROVAL THIS STRUCWRE CANNOT BE LOCATED ON ME UPPER HALF OF AN MOtATED HILL, RIDGE OR ESCARPMENT" WHICH SATISFIES ALL OF ME FOLLOWING: (i) IN HILL, R EXPC LOCATIO 5 AND 60 IS EET INEEIPB LOCATIONS III) AVERAGE SLOPE OF HILL EXCEEDS TEN PERCENT (N,)TO ND HILL MOVEME0 BYSTOPOGRAPH HAS NO FEATURES FORTNS A DISTANCE FROM THE HIGH POINT OF THE HILL. RIDGE OR ESCARPMENT EOUAL TO 50 TIMES ME HEIGHT OF THE HILL, RIDGE OR ESCARPMENT OR ONE MILE, WHICHEVER IS LESS ELEVARON NOTES T)plcol See am mtimT far method of roof wifdatim. Hond'cap ronTp(s), SLa' ((s) and Hundreds ore site - asfalled, designed by others, and subOcl to /sot - - rMrisd'cfion review and opprowl. Foundofiao enclosure (when provided) must hove 1 square foot net vent area pa I /150th of the I, area and on I87r14' minimum saw/ space otters, site installed by others subecf to loro/ jirisdictian, review's I a- (min 7.J ft' net 4ent area req�d) PRECISION MODULAR 309 E. 4TH STREET OCILLA, GEORGIA 31774 )ATE: 07105104 .ODES: Fac _ABELS: REVISIONS: DRAWN BY: KALE: NTS C.A.Leblanc MODEL SANTA ROSA PLAN NO. SHEET - . CAPE - ELEVATIONS PRE -25RFL WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE I OF 9 MONROE, CT 06468 CONSULTING ENGINEER (203) 261 -1167 I CER71EfID T': KkEVIN; AA,ND MARIE- IIOYLE a. -0. 1 • s. q Q3 M Qssrl=0„ FRv(%j V ; 1 G' r� X26) . Si � 1^--- r o t t G• - i - Q LA 1 � • 4 r i � ljji . �c 1 ` o rA a -c� ITS' • LU • .< — - ® 2 I ~NCL LU ly, 1- -1 �iP E "POU , Y. SUIT - �- ,t D SITE DATA TABLE for e)osting, required, and Proposed development, in writtW tabular forrrr: — #' EXIS �` '" $REQUIRED PROPOSED:: Land area in square feet and acres; : Number of EXISTING dwelling units; - — Number of PROPOSED dwelling units; ( Gross floor area devoted to each use. Paridng spaces: total number, presented in tabula form with the s number of required spaces; Total paved area. inducting am paved parking spaces & driveways. expressed in square feet & percentage of the Paved vehfalar area; (?Moat records book and page numbers of all widsting utility: easement f _ Building and structure heights; f Impermeable surface ratio (I.S.R.); and Floor- area ratio, (FAR) for all noruesidential uses. i FROM . FAX NO. :7275624865 pr. 03 2007 10:51AM P2 LL CITY OF CLEARWA.TER _mater PLANNING DEPARTMENT ' ' = MIJMCIPAL SERVICES BUILDING t� 100 SOUTH MYRTJX AVENUE, CLEARWATER, FLORIDA 33756 TEMPHONE: (727) 5624567 FAX: (727) 5624576 WV W. M Y CLEA R WATER. COM April 03, 2007 Kevin E Dovic VIA FAX: 727 -517 -2475 124 8th Street Belleair Beach. F133786 �RIGINAI. RE: FLS2007 -04016 - -1001 E DRUID RD -- Letter of Inconapletenoss ORIGINAL RECEIVED NA Dear Kevin E Doyle : APR 00 2007 PLANNING DEPARTMENT The Planning Staff has entered your application into the Department's filing sWeQfuQlffi%RJ ggghc case number: FLS2007 -0401 d. After a preliminary review of the submitted documents, staff has dctcrmined that the application is Incomnlets with the following comments. Page 1 - Provide the parcel sia7.e in acres. - 15-(5 A Gle- J 2. Site Plan - The east setback is a side not a rear The side setback is five feet. Please wove the buildings to the five foot setback line. Patios shall meet setbacks. If applicant wants a patio on the east side of the buildings then add it to the site playa and leave the buildings where they arc located. 3! Site Plan - Please provide 29 x 20' sight visibility triangles located on both sides of driveway and at the Ewing Avenue and Druid Road intersection. Sight visibility triangles we located within the subject property. Building elevations - Provide building height measured from hose flood elevation or grade to midline of main roof for the principal structure. ,X/ Provide building elevations for walkway and garage. Provide height measured from base flood elevation or grade to midline of main roof. ,C� Site Plan - Provide driveway dimensions located on subject property. Page 4 - Site data table stag principal building is 1,800 square feet. Floor plan states building is 1,779 square feat. Please clarify. 8. Subject property supports only one dwelling unit. The second floor above the garage is a dwelling unit. Please remove the kitchen from the floor plan. 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 devetnliment review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 10 am on Tuesday, April 10, 2007. If you have any questions, please do not hesitate to contact me at 562 -4547 or Steven.Everitt@myclearwater.com. Sincerely yours, Latter QlrIttc&M0ig0J&.tt - FLS200744016 - JWJ E DRUID RD All AMA WHO 'OEM MEN i J Bml on ; 7 - N, 11 P-W - � I - .41 AISOVIA* mum MINE MEN MEN J Rd E. Clearwater, FL - Google Maps �i � � � Address 1001 Druid Rd E Clearwater, FL 33756 Cleamster Cleveland 31 ciemand St :E 0 St rn i� 5. ift a3 P`erce St 0 4M m Fia-k n st -7 !:ranktm st F'ankhn S� ST mv San -Lid - •-I. neli 8, &ID Do Rngers bt Ttjrr�,er St f l'u-ne Rp MW St CD M r f > .1 im orne, Pine W "�4' > c St el E Druz Rc E d E m lay- ne 7s-111'e Vv`gy Magnolia Or kfaciac is Or W ca ok Lctwi fth ZVI Patr, > Jewds J > c ;eiffcr;% St ie't:)Ids bt :b Morton Paid so� S; 02007 Google - k1ap data-C2QP7 9AVTEQ �,,-,,T!qrm s if Use CI-4 C"? LLJ LL o Cleamster Cleveland 31 ciemand St :E 0 St rn i� 5. ift a3 P`erce St 0 4M m Fia-k n st -7 !:ranktm st F'ankhn S� ST mv San -Lid - •-I. neli 8, &ID Do Rngers bt Ttjrr�,er St f l'u-ne Rp MW St CD M r f > .1 im orne, Pine W "�4' > c St el E Druz Rc E d E m lay- ne 7s-111'e Vv`gy Magnolia Or kfaciac is Or W ca ok Lctwi fth ZVI Patr, > Jewds J > c ;eiffcr;% St ie't:)Ids bt :b Morton Paid so� S; 02007 Google - k1ap data-C2QP7 9AVTEQ �,,-,,T!qrm s if Use House Plan HWEPL01848 im .- -e Page 1 of 1 close window AA -I,!,t4 IVA'�j ORIGINAL RECFIVEI3 APR 0 2 2007 PLANNING DEEAWIMENT CITY OF CLEARWATER http: / /www.eplans.com/image- gallery. hwx /Q/Plan.HWEPLO 1848/ImageId.273771 /nav- cont... 3/3/2007 dune _15, 2006 Precision Homes 305 East Third Street Ocilla, GA 31774 ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING RE: Manufacturer: Precision Homes S/N Size & Occupancy: Santa Rosa Pre -28RFL R -3 (26 X 42 ) HWC Plan#: 2056-1162F To Whom "It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2004 Florida Codes and Standards, with 2005 supplement, as noted on the approved drawings, subject to the following limitations: i 1. Approval covers factory -built structure only. 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 1 3. The Chapter 633 Plan Review and Inspection shall be conducted by the lop /al fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e., Broward and ade Counties). Sincerely, HILBORN, VA�ERNER, CARTFRi8F_ASS03CIATES, INC. ORIGINAL RECERED APR 4 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER CITY OF ST. PETERSBURG AUG 1gft6 CON=N SRVS HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584 -8151 FAX: (727) 586 -3343 / (727) 585 -2392 / (727) 587 -0447 Modular Dapia Inspection ,:. .o 1� i 1. Approval covers factory -built structure only. 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 1 3. The Chapter 633 Plan Review and Inspection shall be conducted by the lop /al fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e., Broward and ade Counties). Sincerely, HILBORN, VA�ERNER, CARTFRi8F_ASS03CIATES, INC. ORIGINAL RECERED APR 4 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER CITY OF ST. PETERSBURG AUG 1gft6 CON=N SRVS HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584 -8151 FAX: (727) 586 -3343 / (727) 585 -2392 / (727) 587 -0447 Modular Dapia Inspection ,:. .o ' FORM 60OA -2004 EnerpyGaugeOw 4.0 %ERGY EFFICIEN CODE FLORIDA J FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: PRE -28RFL Builder: Address: PRE -28RFL NORTH Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North P • ♦,o��BE 1. New construction or existing New - 12. Cooling s with the Florida Energy Code. Before construction is completed 2. Single family or multi- family Single family - a. Central i Cap: 42.0 kBtu/hr - 3. Number of units, if multi- family I _ r- 111:13.00 - JUN 15 2006 Florida Sfs G �S "a flan No. 4. Number ofBedrogms 3 - b. N/A w - DATE: (1 5. Is this a worst case? Yes O Q- - 6. Conditioned floor area (ft2) 1852 ft' - c. N/A - 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) Q - a. U- factor. Description Area 13. Heating syst (or Single or Double DEFAULT) 7a. (Dble, U =0.5) 15.0 ft2 - a. Electric Heat Pum Cap: 38.0 kBtu/hr - b. SHGC: HSPF: 6.60 - (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ft2 - b. N/A - 8. Floor types - a. Raised Wood, Stem Wall R =19.0, 1092.062 - c. N/A _ b. N/A - - c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons .- a. Frame, Wood, Exterior R =13.0, 2238.0 ft2 - EF: 0.97 - b. N/A - b. N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A - (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 850.0 62 15. HVAC credits PT, - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, ORIGINAL c. N/A _ HF -Whole house fan, RECEIVED 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0,150.0 R MZ-C- Multizone cooling, APR 0 2 2007 b. N/A - MZ-H- Multizone heating) �' � TU F `S CONTRACT PLANNING DEPARIMEN1 CITY OF CLEARWATER NTH Total as -built points: 24942 Glass /Floor Area: 0.09 Total base points: 28551 PASS I hereby certify that the plans and specifications covered by this calculation are in co plianc wi h the Florida Energy Code. PREPARED BY: DATE• I hereby certify at this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this ♦,o��BE calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 co Florida Sfs G �S "a flan No. SCOTT S. FRANC BUILDINdRVP �L. DATE: (1 1 Predominant glass type. For actual glass type and areas, see Summer &Winter Glass EnergyGauge® (Version: FLRCS Aitc: '•.ar u.ds7c Plans, Examiner r. FORM 60OA -2004 EnerpyGauge R'` 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL NORTH, , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points 18 1852.0 20.04 6680.5 Double,U= 0.48,Clear E 0.0 0.0 15.0 43.92 1.00 658.8 Double,U= 0.48,Clear E 0.0 0.0 49.8 43.92 1.00 2187.1 Double,U= 0.48,Clear W 0.0 0.0 60.0 40.43 1.00 2425.6 Double,U= 0.48,Clear W 0.0 0.0 16.6 40.43 1.00 671.1 Double,U= 0.48,Clear S 0.0 0.0 15.0 37.73 1.00 566.0 Double,U= 0.48,Clear N 0.0 0.0 15.0 21.25 1.00 318.8 As -Built Total: 171.4 6827.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent. 0.0 0.00 0.0 Frame, Wood, Exterior 13.0 2238.0 1.50 3357.0 Exterior 2238.0 1.70 3804.6 Base Total: 2238.0 3804.6 As -Built Total: 2238.0 3357.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As -Built Total: 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 850.0 1.73 1470.5 Under Attic 30.0 850.0 1.73 X 1.00 1470.5 Base Total: 850.0 1470.5 As -Built Total: 850.0 1470.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 -1.50 - 1638.0 Raised 1092.0 -3.99 - 4357.1 Base Total: - 4357.1 As -Built Total: 1092.0 - 1638.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1852.0 10.21 18908.9 1852.0 10.21 18908.9 (ORIGINAL RECEIVED APR 0 2 2007 PLA14NING DEPARTMENT EnergyGauge® DCA Form 600A 2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 T. CITY OF CLEARWATER 'FORM 60OA -2004 EnergyGauged 4.0 y' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL NORTH, , , PERMIT #: BASE AS -BUILT Summer Base Points: 26751.5 Summer As -Built Points: 29089.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Att(AH),R6.0(INS) 29090 1.00 (1.09 x 1.147 x 1.11) 0.263 0.950 10068.6 26751.5 0.4266 11412.2 29089.7 1.00 1.388 0.263 0.950 10068.6 EnergyGaugeTM' DCA Form 60OA -2004 EnergyGaugeO/FIaRES'2004 FLRCSB v4.0 ORIGINAL RECE VED APR U 2 2007 PLANNING DEPAklmkKII CITY OF CLEARWATER FORM 60OA -2004 � EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL NORTH,,, PERMIT #: V ESA VV I FF(W!'►f. REbx.0 Y ED APR 0 2 2007 PLANNING DEPARTMr:W CITY OF CLEARWATER EnergyGauge® DCA Form 60OA -2004 EnergyGauge®/FlaREV2004 FLRCSB v4.0 BASE AS- BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 1852.0 12.74 4247.0 Double,U= 0.48,Clear E 0.0 0.0 15.0 7.72 1.00 115.8 Double,U= 0.48,Clear E 0.0 0.0 49.8 7.72 1.00 384.4 Double,U= 0.48,Clear W 0.0 0.0 60.0 9.51 1.00 570.8 Double,U= 0.48,Clear W 0.0 0.0 16.6 9.51 1.00 157.9 Double,U= 0.48,Clear S 0.0 0.0 15.0 2.29 .1.00 34.4 Double,U= 0.48,Clear N 0.0 0.0 15.0 13.32 1.00 199.9 As -Built Total: 171.4 1463.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior . 13.0 2238.0 3.40 7609.2 Exterior 2238.0 3.70 8280.6 Base Total: 2238.0 8280.6 As -Built Total: 2238.0 7609.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 .336.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As -Built Total: 40.0 336.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 850.0 2.05 1742.5 Under Attic 30.0 850.0 2.05 X 1.00 1742.5 Base Total: 850.0 1742.5 As -Built Total: 850.0 1742.5 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 0.80 873.6 Raised 1092.0 0.96 1048.3 Base Total: 1048.3 As -Built Total: 1092.0 873.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1852.0 -0.59 - 1092.7 1 1852.0 -0.59 - 1092.7 V ESA VV I FF(W!'►f. REbx.0 Y ED APR 0 2 2007 PLANNING DEPARTMr:W CITY OF CLEARWATER EnergyGauge® DCA Form 60OA -2004 EnergyGauge®/FlaREV2004 FLRCSB v4.0 FORM 60OA -2004 � EnergyGaugeO 4.0 ° ' WINTER CALCULATIO a Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL NORTH, , , PERMIT #: BASE AS-BUILT. Winter Base Points: 14717.7 Winter As -Built Points: 10931.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 38000 btuh ,EFF(6.6) Ducts:Unc(S),Unc(R),Att(AH),R6.0 10931.8 1.000 (1.069 x 1.169 x 1.10) 0.517 0.950 7375.8 14717.7 0.6274 9233.9 1 10931.8 1.00 1.375 0.517 0.950 7375.8 ORIGINAL_ RECEIVED APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER EnergyGaugelm DCA Form 60OA -2004 EnengyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 , WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL NORTH, , , PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING AS -BUILT Cooling + Heating + Points Points. Number of X Multiplier = Total Tank. EF Number of X Tank X Multiplier X Credit = Total Bedrooms 10069 Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.97 3 1.00 2499.18 1.00 7497.5 As -Built Total: 7497.5 E P P C PASS W M ORIGINAL RECFI N ED APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER EnergyGaugeTM' DCA Form 600A 2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points. Hot Water = Total Points Points Cooling Points + Heating + Hot Water = Total Points. Points Points 11412 9234 7905 -28551 10069 7376 7498 -24942 E P P C PASS W M ORIGINAL RECFI N ED APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER EnergyGaugeTM' DCA Form 600A 2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 � 1 1 EnergyGaiuge® 4.0 Code Compliance Checklist Residential Whole Building ,Performance Method A - Details , I ADDRESS: PRE -28RFL NORTH, , , PERMIT #: I 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS. SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; Swimming Pools & Spas 612.1 foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. r EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends Shower heads 612.1 from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, Insulation 604.1, 602.1 soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity. between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. UA -AA U I nCrc rKr_Z16 1r I Ivt MI=A5URE5 (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided: External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. ORIGINAL RECEIVED APR 02 2007 PLANNING DEPARTMENT CITY OF CLEARWATER EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY P ORMANCE L L (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. , PRE -28RFL NORTH... 1. New construction or existing New _ 2. Single family or multi - family Single family - 3. Number of units, if multi - family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1852 ft2 - 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a. (Dble, U=0.5) 15.0 ft2 - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ft2 - 8. Floor types a. Raised Wood, Stem Wall R =19.0, 1092.0ft2 - b. N/A - c. N/A - 9.. Wall.types a. Frame, Wood, Exterior R =13.0, 2238.0 ft2 - b. N/A _ c. N/A _ d. N/A e. N/A _ 10. Ceiling types a. Under Attic R =30.0, 850.0 ft2 - b. N/A - c. N/A - 11. Ducts a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0,150.0 ft b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ-H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr - SEER: 13.00 Cap: 38.0 kBtu/hr _ HSPF: 6.60 Cap: 50.0 gallons - EF: 0.97 PT' - *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating. ORIGINAL Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucf edu for RECENED information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. APR 0 2 2007 1 Predominant glass type. For actual glass type and areas see SSummer ® iter Glass u Ut 0 2&4. sse (Version: SB PLANNING DEPARTMENT CITY OF CLEARWATER FORM 600A -2004 EneigyGauge® 4.0 , FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A I hereby certify that the plans and specifications covered by this calculation are in compli nce with the Florida Energy Code. PREPARED BY: DATE: �I�� v?J' U C I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this ti0�� sT9��o calculation indicates compliance with the Florida Energy Code. Before construction is completed m this building will be inspected for compliance with Section 553.908 Florida es.� �S -e4 Plan No. Coo WE BUILDI�F OTT S. FRANCI DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass EnergyGauge® (Version: FLRCS )dular iuilding Plans Examiner Florida License No. 311OP -42 Project Name: PRE -28RFL Builder: Address: PRE -28RFL CENTRAL Per n in City, State: Permit er: Owner: Juris ct' n Number: Climate Zone: Central 1. New construction or existing New - 12. Cooling syst 2. Single family or multi- family Single family - a. Central Unit 2.0 kBtu/hr - 3. Number of units, if multi- family I _ EER: 13.00 _ 4. Number of Bedrooms 3 - b. N/A Q� _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft2) 1852 ft2 - c. N/A 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) - - a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) .7a. (Dble, U=0.5) 15.0 ft2 _ a. Electric Heat Pump Cap: 38.0 kBtu/hr - b. SHGC: HSPF: 6.60 _ (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ft2 _ b. N/A - 8. Floor types _ a. Raised Wood, Stem Wall R =19.0, 1092.0ft2 c. N/A _ _ b. N/A c..N /A - 14. .Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Exterior R =13.0, 2238.0 ft2 _ EF: 0.97 _ b. N/A _ b. N/A - c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 850.0 ft2 15. HVAC credits PT, _ b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, ORIGINAL 11. Ducts - PT- Programmable Thermostat, RECEIVED a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0, 150.0 ft MZ-C- Multizone cooling, b. N/A - MZ- H- Multizone heating) APR 0 2 2007 E MANUFACTURERS CONTRACT - PLANNING DEPARIMEN A lNeFL Y.+M- y _s y Glass /Floor Area: 0.09 Total as -built points: 24049 PASS Total base points: 27463 I hereby certify that the plans and specifications covered by this calculation are in compli nce with the Florida Energy Code. PREPARED BY: DATE: �I�� v?J' U C I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this ti0�� sT9��o calculation indicates compliance with the Florida Energy Code. Before construction is completed m this building will be inspected for compliance with Section 553.908 Florida es.� �S -e4 Plan No. Coo WE BUILDI�F OTT S. FRANCI DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass EnergyGauge® (Version: FLRCS )dular iuilding Plans Examiner Florida License No. 311OP -42 FORM 60OA -2004 % EnergyGauge® 4.0 SUMMER CALCULATIONS - Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , , PERMIT #: ORIGINAL RE105 WED APR 0 2 2007 EnergyGauge® DCA Form 60OA -2004 EnergyGauge@/FlaRES2004 FLRCSB v4.0 PLANNING DEPARTMENT CITY OF CLEARWATER BASE " AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1852.0 25.78 8594.0 Double,U= 0.48,Clear W 0.0 0.0 15.0 51.98 1.00 779.7 Double,U= 0.48,Clear W 0.0 0.0 49.8 51.98 1.00 2588.6 Double,U= 0.48,Clear E 0.0 0.0 60.0 57.38 1.00 3442.6 Double,U= 0.48,Clear E 0.0 0.0 16.6 57.38 1.00 952.4 Double,U= 0.48,Clear N 0.0 0.0 15.0 28.23 1.00 423.5 Double,U= 0.48,Clear S 0.0 0.0 15.0 43.70 ' 1.00 655.4 As -Built Total: 171.4 8842.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 13.0 2238.0 1.70 3804.6 Exterior 2238.0 1.90 4252.2 Base Total: 2238.0 4252.2 As -Built Total: 2238.0 3804.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.80 192.0 Exterior 40.0 4.80 192.0 Base Total: 40.0 192.0 As -Built Total: 40.0 192.0 CEILING TYPES Area X BSPM = Points . Type R -Value Area X SPM X SCM = Points Under Attic 850.0 2.13 1810.5 Under Attic 30.0 850.0 2.13 X 1.00 1810.5 Base Total: 850.0 1810.5 As -Built Total: 850.0 1810.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 -1.80 - 1965.6 Raised 1092.0 -3.43 - 3745.6 Base Total: - 3745.6 As -Built Total: 1092.0 - 1965.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1852.0 14.31 26502.1 1852.0 14.31 26502.1 ORIGINAL RE105 WED APR 0 2 2007 EnergyGauge® DCA Form 60OA -2004 EnergyGauge@/FlaRES2004 FLRCSB v4.0 PLANNING DEPARTMENT CITY OF CLEARWATER FORM 6o6A -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , . PERMIT #: BASE AS -BUILT Summer Base Points: 37605.3 Summer As -Built Points: 39185.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Att(AH),R6.0(INS) 39186 1.00 (1.09 x 1.150 x 1.10) 0.262 0.950 13427.2 37605.3 0.4266 16042.4 39185.9 1.00 1.375 0.262 0.950 13427.2 EnergyGaugeTM' DCA Form 60OA -2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ORIGINAL RECEIVED OR 0 2.2007 PLANNING DEPARTMENT CITY OF CLEARWATER FORM 60OA -2004 � % EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , , PERMIT #: ORIGINAL RECEIVER APR 0 2 2007 PLANNiN( DEPARTMENT EnergyGauge® DCA Form 60OA -2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 CITY OF CLEARWATER BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1852.0 5.86 1953.5 Double,U= 0.48,Clear W 0.0 0.0 15.0 4.66 1.00 69.9 Double,U= 0.48,Clear W 0.0 0.0 49.8 4.66 1.00 232.1 Double,U= 0.48,Clear E 0.0 0.0 60.0 3.98 1.00 238.6 Double,U= 0.48,Clear E 0.0 0.0 16.6 3.98 1.00 66.0 Double,U= 0.48,Clear N 0.0 0.0 15.0 6.03 1.00 90.4 Double,U= 0.48,Clear S 0.0 0.0 15.0 1.96 1.00 29.4 As -Built Total: 171 A T26.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 13.0 2238.0 1.80 4028.4 Exterior 2238.0 2.00 4476.0 Base Total: 2238.0 4476.0 As -Built Total: 2238.0 4028A DOOR TYPES Area X BWPM = Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 5.10 204.0 Exterior 40.0 5.10 204.0 Base Total: 40.0 204.0 As -Built Total: 40.0 204.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 850.0 0.64 544.0 Under Attic 30.0 850.0 0.64 X 1.00 544.0 Base Total: 850.0 544.0 As -Built Total: 850.0 544.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 0.30 327.6 Raised 1092.0 -0.20 -218.4 Base Total: -218.4 As -Built Total: 1092.0 327.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1852.0 -0.28 -518.6 1852.0 -0.28 -518.6 ORIGINAL RECEIVER APR 0 2 2007 PLANNiN( DEPARTMENT EnergyGauge® DCA Form 60OA -2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 CITY OF CLEARWATER FORPM 600'A -2004 EnergyGauge@'4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , , PERMIT #: BASE AS -BUILT Winter Base Points: 6440.5 Winter As -Built Points: 5311.9 Total Winter X System _ Heating Total X Cap X Duct X. System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 38000 btuh ,EFF(6.6) Ducts:Unc(S),Unc(R),Att(AH),R6.0 5311.9 1.000 (1.078 x 1.160 x 1.11) 0.517 0.950 3622.1 6440.5 0.6274 4040.8 5311..9 1.00 1.388 0.517 0.950 3622.1 ORIGINAL RECEIVED APR 0 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER .. EnergyGauge'" DCA Form 600A 2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 « EnergyGaugeO 4.0 - WATER HEATING & CODE COMPLIANCE STATUS - Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , , PERMIT #: BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF 1 Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.97 3 1.00 2333.20 1.00 6999.6 As -Built Total: 6999.6 PASS EnergyGaugeTO DCA Form 60OA -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ORIGINAL REMOVED APR 0 2 2007 PLANNING (DEPARTMENT CITY OF CLEARWATER CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 16042 4041. 7380 27463 13427 3622 7000 24049 PASS EnergyGaugeTO DCA Form 60OA -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ORIGINAL REMOVED APR 0 2 2007 PLANNING (DEPARTMENT CITY OF CLEARWATER FORM 60OA -2004 � % EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL CENTRAL, , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Airbanier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters, comply with. NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all Water Heaters 612.1 Swimming Pools & Spas 612.1 IShower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 Insulation 604.1, 602.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 60OA -2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 OR'GINA RE NED ,APR 0 2 2007 PLANNING DEPARYMENT CITY OF CLEARWATER ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.4 The higher the score, the more efficient the home. , PRE -28RFL CENTRAL, , , 1. New construction or existing New _ 2. Single family or multi- family Single family — 3. Number of units, if multi - family 1 _ 4. Number of Bedrooms 3 — 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1852 ftz — 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a. (Dble, U=0.5) 15.0 ft? _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ftz — 8. Floor types a. Raised Wood, Stem Wall R =19.0, 1092.0fF _ b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior R=13.0,2238.0 ftz — b. N/A — c. N/A _ d. N/A = e. N/A 10. Ceiling types a. Under Attic R=30.0,850.0 ft2 — b. N/A c. N/A — 11. Ducts a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0,150.0 ft b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 13.00 Cap: 38.0 kBtu/hr — HSPF: 6.60 — Cap: 50.0 gallons — EF: 0.97 _ PT' — *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. ORIGINAL Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucf edu for RECF NED information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. PR 02 2007 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2 &4. PLANNING DEPARTMENT RnergyGauge® (Version: FLKCSF3 v4.0) CITY OF CLEARWATER FORM 60OA -2004 EnergyGauge®,4.0 ' FLORIDA NERGY EFFICIEN& CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: PRE -28RFL Builder: Address: PRE -28RFL SOUTH Permitting Office: City, State: Permit Number: Owner: J Climate Zone: South Q 1. New construction or existing New - 12. Co in systems cc 2. Single family or multi- family Single family - a. Ce tra Unit A LOOv tii Cap: 42.0 kBtu/hr - 3. Number of units, if multi - family 1 _ _ `� \N \ SEER: 13.00 - 4. Number of Bedrooms 3 = b. N/ JV - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft2) 1852 R2 - c. N/A - 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) R - a. U- factor. Description Area 13. Heating system (or Single or Double DEFAULT) 7a. (Dble, U=0.5) 15.0 ft2 - a. Electric Heat Pump Cap: 38.0 kBtu/hr - b. SHGC: HSPF: 6.60 - (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ft2 - b. N/A _ 8. Floor types - a. Raised Wood, Stem Wall R =19.0, 1092.0ft2 - c. N/A - b. N/A - - c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap.-.50.0 gallons - a. Frame, Wood, Exterior R =13.0, 2238.0 ft2 - EF: 0.97 - b. N/A - b. N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A - (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 850.0 ft2 15. HVAC credits PT, - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, ORIGIN4 c. N/A - HF -Whole house fan, REM., VFD 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R=6.0,150.0 ft MZ-C- Multizone cooling, APR O 2 2007 b /Tq CONTRACT - MOH- Multizone heating) APR 1 - CeNNIIVG Di:C�itif�TtVl EIVT w a-�s r 5°`l no 1'vi n("'& CITY OF CI'_EARWAT °f? Glass /Floor Area: 0.09 Total as -built points: 25526 PASS Total base points: 30155 I hereby certify that the plans and specifications covered by this calculation are in compli n �th Flor ida Energy Code. PREPARED BY DATE: hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with section 553.908 Florida tes.1 Plan Poo. BUILDI IUlpam uo-n- S.1 DATE: ( / p P 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass ouj t -Va EnergyGauge® (Version: FLRCSB !Modular Building Pians Examir Florida License No. SW°P -42 WE ii6Af FORIN 60OA -2004 EnergYGaugeg 4.0 T ' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 1852.0 32.50 10834.2 Double,U= 0.48,Clear Double,U= 0.48,Clear W W 0.0 0.0 0.0 0.0 15.0 64.08 1.00 49.8 64.08 1.00 961.2 3191.3 Double,U= 0.48,Clear E 0.0 0.0 60.0 70.94 1.00 4256.3 Double,U= 0.48,Clear E 0.0 0.0 16.6 70.94 1.00 1177.6 Double,U= 0.48,Clear N 0.0 0.0 15.0 34.70 1.00 520.5 Double,U= 0.48,Clear S 0.0 0.0 15.0 60.89 1.00 913.4 As -Built Total: 171 A 11020.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 13.0 2238.0 2.40 5371.2 Exterior 2238.0 2.70 6042.6 Base Total: 2238.0 6042.6 As -Built Total: 2238.0 5371.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 6.40 256.0 Exterior 40.0 6.40 256.0 Base Total: 40.0 256.0 As -Built Total: 40.0 256.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 850.0 2.80 2380.0 Under Attic 30.0 850.0 2.77 X 1.00 2354.5 Base Total: 850.0 2380.0 As -Built Total: 850.0 2354.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 -0.40 -436.8 Raised 1092.0 -2.16 - 2358.7 Base Total: - 2358.7 As -Built Total: 1092.0 -436.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1852.0 18.79 34799.1 1852.0 18.79 34799.1 ORIGINAL APR 0 2 2007 PLANNING DEPARTMENT EnergyGauge® DCA Form 60OA -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 CITY OF CLEARWATER FORM 60 ©A -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: BASE AS -BUILT Summer Base Points: 51953.2 Summer As -Built Points: 53364.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(13.0) Ducts :Unc(S),Unc(R),Att(AH),R6.0(INS) 53364 1.00 (1.07 x 1.165 x 1.08) 0.262 0.950 17952.9 51953.2 0.4266 22163.2 53364.4 1.00 1.350 0.262 0.950 17952.9 ORIGINAL 12EIIYEIa APR 0 2 2007 PLANNING DEpAkflv)ti ,JT CITY OF CLEARWATER EnergyGaugeTM' DCA Form 60OA -2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 'FORM 60OA -200.4 � � EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: I ORIGINAL RECr-IVF.I) APR 0 2 2001 PLANNING DEPARTMENT EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 CITY OF CLEARWATER BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Point .18 1852.0 2.36 786.7 Double,U= 0.48,Clear Double,U= 0.48,Clear W W 0.0 0.0 15.0 2.09 1.00 0.0 0.0 49.8 2.09 1.00 31.4 104.2 Double,U= 0.48,Clear E 0.0 0.0 60.0 1.43 1.00 85.8 Double,U= 0.48,Clear E 0.0 0.0 16.6 1.43 1.00 23.7 Double,U= 0.48,Clear N 0.0 0.0 15.0 2.47 1.00 37.0 Double,U= 0.48,Clear S 0.0 0.0 15.0 1.27 1.00 19.0 As -Built Total: 171.4 301.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 13.0 2238.0 0.60 1342.8 Exterior 2238.0 0.60 1342.8 Base Total: 2238.0 1342.8 As -Built Total: 2238.0 1342.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated . 40.0 1.80 72.0 Exterior 40.0 1.80 72.0 y - Base Total: 40.0 72.0 As -Built Total: 40.0 72.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 850.0 0.10 85.0 Under Attic 30.0 850.0 0.10 X 1.00 85.0 Base Total: 850.0 85.0 As -Built Total: 850.0 85.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1092.0 -0.10 -109.2 Raised 1092.0 -0.28 -305.8 Base Total: -305.8 As -Built Total: 1092.0 -109.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1852.0 -0.06 -111.1 1852.0 -0.06 -111.1 ORIGINAL RECr-IVF.I) APR 0 2 2001 PLANNING DEPARTMENT EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 CITY OF CLEARWATER FORM 60OA -2004 � EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: BASE AS -BUILT Winter Base Points: 1869.6 Winter As -Built Points: 1580.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 38000 btuh ,EFF(6.6) Ducts :Unc(S),Unc(R),Att(AH),R6.0 1580.5 1.000 (1.099 x 1.137 x 1.14) 0.517 0.950 1105.1 1869.6 0.6274 1173.0 1580.5 1.00 1.425 0.517 0.950 1105.1 ORIGINAL RE VEV' APR 0 2 2007 PLANNING, DEPARTMENT OF CLEARWATER CITE' EnergyGaugeTm DCA Form 60OA -2004 EnergyGaugeB/FlaRES'2004 FLRCSB v4.0 FORM 60GA -2004 EnergyGaLRge® 4.0 ' WATER HEATING & CODE COMPLIA CE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water Total Points Points Points Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 50.0 0.97 3 1.00 2155.83 1.00 6467.5 As -Built Total: 6467.5 PASS EnergyGaugeT" DCA Form 60OA -2004 EnergyGauge®/FIaRES7004 FLRCSB v4.0 RE IVED APR 0 2 2007 PLAWNiNC DEPARTMENI CITY OF CLEARWATER CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Total Points Points Points 22163 1173 6819 30155 17953 1105. 6468 25526 PASS EnergyGaugeT" DCA Form 60OA -2004 EnergyGauge®/FIaRES7004 FLRCSB v4.0 RE IVED APR 0 2 2007 PLAWNiNC DEPARTMENI CITY OF CLEARWATER FORM 60OA -2004 EnergyGauged 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: PRE -28RFL SOUTH, , , PERMIT #: I 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. penetrations; between wall panels & top/bottom plates; between walls and floor. 612.1 EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed Shower heads to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, 610.1 soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is attached, sealed, insulated, and installed in accordance with the criteria of Section 610. installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a HVAC Controls sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 efm from Separate readily accessible manual or automatic thermostat for each system. conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion_ space heaters comply with NFPA, Common ceiling & floors R -11. have combustion air. bA -LL U I FItK 1'KtZI:KII' I IVt MtA5UKt5 (MUSt be met or exceeded by all reSidences.) COMPONENTS SECTION, REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. c,RIGI RE0FP1FD APR 02 2007 PLANNiN1G DEPARTMENT CITY of CLEARWATER EnergyGaugeTM DCA Form 60OA -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 ENERGY PERFORMANCE LE%L (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the home. , PRE -28RFL SOUTH... 1. New construction or existing New - 2. Single family or multi - family Single family - 3. Number of units, if multi - family 1 - 4. Number of Bedrooms 3 - 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1852 ft' - 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a. (Dble, U=0.5) 15.0 ft2 - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 76.6 ft2 - 8. Floor types a. Raised Wood, Stem Wall R =19.0, 1092.0ft2 _ b. N/A - c. N/A - 9, Wall types a. Frame, Wood, Exterior R =13.0, 2238.0 ft' - b. N/A - c. N/A - d. N/A - e. N/A - 10. Ceiling types a. Under Attic R=30.0,850.0 W _ b. N/A _ c. N/A 11. Ducts a. Sup: Unc.. Ret: Unc. AH: Attic Sup. R=6.0, 150.0 ft _ b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr SEER: 13.00 - Cap: 38.0 kBtu/hr - HSPF: 6.60 - Cap: 50.0 gallons - EF: 0.97 - PT' - *NOTE. The home's estimated energy performance score is only available through the FLARES computerprogram. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStarrldesignation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for URIGINA information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building RECEIVED Construction, contact the Department of Community Affairs at 8501487 -1824. OR Q 2 2007 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2 &4. nergyGauge ®(Version: FLRCS�B v4.0) pLANNiNG, DEPARTMENT CITY OF CLEARWATER Ool Florida Product Approval Saecification Sheet Manufacturer: Precision Homes Plan# /W 2004 CATEGORY MANUFACTURER PRODUCT DESCRIPTION APPROVAL # S EXTERIOR DOORS SWINGING Plast Pro Inc. Exterior Door FL -4764, FL -4760 McPhillips Mfg. Corp. Exterior Door FL- 5464,5466- 5469 -R1 Masonite Intl. Exterior Door FL= 4334 -R1, 4668 -R1 SLIDING Pella Sliding Glass Door FL428- 439 -R1 Kinro Sliding Glass Door FL -2865 WINDOWS SINGLE HUNG Kinro 9750 Series FL- 993 -R1 Action Windoor Technology Brick Mould Series 290OF FL- 1782 -R1 West Windows Allweld II FL -5411 ROOFING PRODUCTS RIDGE VENT Air Vent Inc. Ridge Vent FL -1607 ASPHAULT SHINGLES Owens Corning Asphault Shingles FL- 3633 -R1 Tamko Roofing Products As hault Shingles FL- 1956 -R1 GAF Materials As hault Shingles FL- 183 -R1 UNDERLAYMENT Tamko Roofing Products Felt Paper FL- 1481 -R1, FL1744 -R1 Warrior Roofing . Felt Paper FL- 2346 -R1, 4302 -R1 TRUSS PLATES Mitek Industries 16, 18, & 20 GA Plates FL- 2197 -R1 STRUCTURAL COMPONETS Wood Connectors Simpson Strong Tie Straps and Anchors FL- 474 -R1, FL- 1725 -R1, FL- 1218 -R1, FL- 1463 -R1, FL- 1901 -R2, FL- 538 -R1 FL- 503 -R1, FL- 1423 -R2 Uplift Straps Elixir Industries 1 1/2" x 26 GA. Straps APPROVAL PENDING ORIGIN*. 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Z � � MTCNORD - .✓ etiolis td Tt Ti4ss • ()� V' s. ..nlyp,smss2) FORCES (»I -Flit l9M Caat1 Z 0 � Z RLATLS aN► vow t�tfp11? 0 JUN 15 2006 r Cy Dill aw W!t Yw>;IW 0]y i0.q iW6 1C A3► .� .fist . 1rlliL� •#]t.'1rt; W6 E, ilri ;M 10x�1i�t , 1:itCUM4110111.21O TDf121 w gMi1Wrar�►>CAM1M�r!!aa -M +3 u Jdt 6)t1atY�n warrs«{+f� 1.2 r 91 6e,. • 40 2-9 . am 34 a► : -. 411 a1 • 2t caal�ctr�ett ►atf3ipkhi 1N►aca n,:aro 1��r+oo.�na Ed7 gt07iD- M2 iw 11.02 ins t"t to ►m � :ao +)�esawuniloi°�1o(eai++taw '�t{iiNsIRaAW1:f��6p}v/aat� WEDS Pwtbes i me lli ljtiir b riM�.l �t2 •120 T -�6. .c •12D pifylinrifjbk�ri���pn" iSipue. RLATLS aN► vow t�tfp11? 0 JUN 15 2006 OF , 11, a s are re uiredQ Amkur4j E R I - ent Code. Sections 3- 1 ,701and. -19 e,V CleRr.',Vter ��+48 OS CE OX , LEARWATER, LORIDA 9 �p tions and. Stan rds �rtic�e�. UNIR AL ERVICES UILD NG 100 OU MYR E AvEnr CLEARWATER. EI,O$IDA 3756 Note:. DRC review is. a preWL9ig �'egi� � itiona ents. may be forthcoming upon submittal of a uildin Pe`rmit�A Application. Y 9 p 9 pp 6. Prior to. the issuance. of building permit,. show all mechanical equipment on, site. plan PLANNING DEPARTMEN screengd. from view of adjacent properties and. street rights -of -way by landscaping, fence,. or wall. I. concur with. the. findings of the Development Review. Committee. and, through this letter,. approve. your application for Flexible. Standard. Development with the. above conditions. The approval is based on and. must adhere to the application dated received April 2, 2005 and site plan resubmissions dated. May 10, 2007. Pursuant to Section 4 -303, an. application for a building permit shall be made. within. one year of Flexible. Standard. Development approval. (May. 15, 2008). All required. certificates of occupancy shall be. obtained within one year 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 ,perm`its 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 Neil Thompson, Development Review Manager, at 727 - 562 -4557. Sincerely, . Michael Delk,. AICP Planning. Director S: (Planning Department1C D BT1ex Standard (FLS)IPending Cases13 -- Up for the Next DRCIDruid E 1001 -Doyle (LMDR) - (Druid 1001 Development FRANK HIBBARD�, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" PLANNING DEPARTMENT May 15,. 2007 Mr.. Kevin E.. Doyle.. 124.8th. Street Belleair Beach, FL 33786 C ITY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 RE: Development Order regarding case FLS2007- 04016 at 1001 E.. Druid. Rd (801 Ewing) Dear Mr. Doyle: This. letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On May 3, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the front (west). setback from 25. feet to 17 feet for a detached dwelling in the Low Medium Density (LMDR) District under provisions of Section 2- 203.B. of the Community Development Code. The DRC recommended. approval of the application. with. the. following bases and conditions: Bases for Approval: 1. The proposal complies with Detached Dwellings criteria. 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. The proposed. development is. compatible with the. surrounding area.. Conditions of Approval: Prior to issuance of building permit:. 1.. Provide. a lot survey with spot elevations 50 -feet around the perimeter of the site to. help clarify if this. new development would create any drainage problems. to the adjacent building(s). Survey shall. be based on NAVD88. datum with actual, not assumed,. elevations. and shall. include. the. following items: Footprint of the proposed structure,. proposed. finished floor elevation (minimum floor elevation shall be 1' above. the. crown of the road. opposite. the. front door when the. home is not in the flood plain), . adjacent homes' finished floor elevations, lot grading showing the direction of runoff flows, and. existing and. proposed elevations.. 2. Show on. the. plan a cleanout for the. sanitary sewer lateral. and. include. Clearwater Contract Specifications and Standards. Detail #305, pg. 1/3. 3. Address. assigned. to the proposed new single- family residence shall .be. 801 Ewing Avenue. instead. of 1001 Druid Road. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" May 15, 2007 Mr. Kevin E. Doyle. 124 8t" Street Belleair Beach, FL 33786 RE: Development Order regarding case FLS2007 -04016 at 1001 E. Druid Rd (801 Ewing) Dear Mr. Doyle: This letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. On May 3, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to reduce the front (west) setback from 25 feet to 17 feet for a detached dwelling in the Low Medium Density (LMDR) District under provisions of Section 2- 203.8. of the Community Development Code. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with Detached Dwellings criteria 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. The proposed development is compatible with the surrounding area. Conditions of Approval: Prior to issuance of building permit: 1. Provide a lot survey with spot elevations 50 -feet around the perimeter of the site to help clarify if this new development would create any drainage problems to the adjacent building(s). Survey shall be based on NAVD88 datum with actual, not assumed, elevations and shall include the following items: Footprint of the proposed structure, proposed finished floor elevation (minimum floor elevation shall be 1 above the crown of the road opposite the front door when the home is not in the flood plain), adjacent homes' finished floor elevations, lot grading showing the direction of runoff flows, and existing and proposed elevations. 2. Show on the plan a cleanout for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 3. Address assigned to the proposed new single - family residence shall be 801 Ewing Avenue instead of 1001 Druid Road. _LL Clearwater Fax Cover'Me'mo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 TO: Kevin Doyle FAX: ? �.7 - 37 7 - v0 7' FROM: Neil Thompson FAX: (727) 562 -4865 DATE: 04/30/07 TELEPHONE: TELEPHONE: (727) 562 -4557 EMAIL: neil.thompson @myclearwater.com SUBJECT: FLS2007 -04016 — 1001 E. Druid Rd DRC Conditions MESSAGE: Departmental conditions for Thursday May 3rd DRC meeting NUMBER OF SHEETS (INCLUDING THIS PAGE): � CC y Engineering Condition Conditions Associated With FLS2007 -04016 1001 DRUID RD E Roberta Gluski 562 -4753 04/20/2007 1. Address assigned to the proposed new single family residence shall be 801 Ewing Avenue Not Met instead of 1001 Druid Road. 2. Sidewalks are required along both sides of all public streets per (Community Development Code Sections 3 -1701 and 3 -1907 and Clearwater Contract Specifications and Standards, Article 30. All of the above shall be addressed prior to issuance of a Development Order. 1. Applicant shall depict on the plan the location of all proposed water meter locations. 2. Applicant shall depict on the plan the location of the sanitary sewer lateral to which the house is proposed to be connected. 3. Show on the plan a clean -out for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. All of the above shall be addressed prior to issuance of a building permit. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Sarah Josuns 562 -4897 04/11/2007 No Issues. Not Met Fire Condition No Issues Not Met Harbor Master Condition Steven Everitt 562 -4547 04/27/2007 No issues. Not Met LANDSCAPE CONDITION Steven Everitt 562 -4547 04/16/2007 No issues. Not Met 04/27/2007 No issues. Not Met Legal Condition Steven Everitt 562 -4547 04/27/2007 No issues. Not Met Land Resource Condition Rick Albee 727 - 562 -4741 04/17/2007 Show the locations of the proposed utilities, sanitary, water and electric, from their origin to the Not Met proposed structure. All utilities should be directed away from the canopies of the trees to be preserved. If this is not possible root pruning will be required if installed utilizing mechanical equipment. Field stake these locations so root prune lines can be field established. If no mechanical equipment is used, place a note on the plans to hand dig and to tunnel under roots larger than 1 inch. Additional comments may be forthcoming once this data is received and reviewed. Provide prior to D.O. 04/17/2007 An actual tree survey is required of all trees, with their canopies, on and within 25' of the property. Not Met Additional comments may be forthcoming once this data is received and reviewed. Provide survey prior to D.O. Print Date: 04/30/2007 Page 1 of 2 CaseConditons FLS2007 -04016 1001 DRUID RD E Land Resource Condition Rick Albee 727 - 562 -4741 04/17/2007 Show the two camphor trees to be removed as they are invasive exotics. Provide prior to D.O. Not Met Parks & Recs Condition Debbie Reid 562 -4818 04/16/2007 No issues - new single family residence replacing demolished single family residence. Not Met Storm Water Condition Phuong Vo 562 -4752 04/17/2007 The following shall be addressed prior to building permit. Not Met 1. Provide a lot survey with a 50' extension of spot elevations around the perimeter of the site to help clarify if this new development would create any drainage problems to the adjacent building(s). 2. Survey shall be based on NAVD88 datum with actual elevations and shall include the following items: Footprint of the proposed structure, proposed finished floor elevation (minimum floor elevation shall be 1' above the crown of the road opposite the front door when the home is not in the flood plain) adjacent homes' finished floor elevations, and lot grading(direction of runoff flows, existing and proposed elevations). 3. Provide actual, not assumed, site elevations on the survey. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste Condition Steven Everitt 562 -4547 04/27/2007 No issues. Not Met Traffic Eng Condition Bennett Elbo 562 -4775 04/13/2007 No Issues. Not Met Zoning Condition Steven Everitt 562 -4547 04/16/2007 Prior to the issuance of building permit, show all mechanical equipment on site plan. Mechanical Not Met equipment shall be screened from view of adjancent properties and street rights -of -way by landscaping, fence, or wall. Please note on site plan which will be used. 04/16/2007 Prior to the issuance of a building permit, please note on building plans that all utilities shall be Not Met underground. 04/16/2007 Only one dwelling unit is permitted on this site. Prior to the issuance of building permit, please Not Met complete and record a Declaration of Restrictive Covanent with the Pinellas County Clerk of the Circuit Court's Office. The document will be provided at the Development Review Committee meeting. 04/25/2007 Applicant shall provide evidence that the reduction of front setback is consistent with the property Not Met to the south (1000 Jasmine Way). Applicant should provide a survey. 04/26/2007 Front setback shall be consistent with adjacent properties. Please provide a copy of a survey of Not Met 1000 Jasmine Way. Consistency with 1000 Jasmine Way may require structure to be moved. 04/26/2007 Front porch may extend to 15 feet and only the stairs may extend up to 3 feet beyond the 15 feet. Not Met Applicant may move principal structure to comply with this requirement or reduce front porch depth. Print Date: 04/30/2007 Page 2 of 2 CaseConditons . � | i | . / i / ` � Clearwater LL Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: Kevin E. Doyle DATE: 04/06/2007 FAX: 727 -517 -2475 TELEPHONE: FROM: Steven Everett TELEPHONE: (727) 562 -4547 EMAIL: steven.even*tt @myclearwater.com SUBJECT: FLS2007 -04016 1001 East Druid Road Letter of Completeness MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 °Clearwater April 06, 2007 Kevin E Doyle 124 8th Street Belleair Beach, F133786 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 VIA FAX: 727 -517 -2475 RE: FLS2007 -04016 -- 1001 E DRUID RD -- Letter of Completeness Dear Kevin E Doyle: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 04016. 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 May 03, 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 -4547 or Steven.Everitt@myclearwater.com. Sincerely yours, Steven Everitt Planner II Letter of Completeness - FLS2007 -04016 -1001 E DRUID RD f ' Apr. 06 2007 01:30PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME: MODE' PAGES RESULT 01 95172475 Apr.06 01:30PM 00'48 SND 02 OK f 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). i i ! i , A , i i °Clearwater Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: Kevin E. Doyle DATE: 04/03/2007 FAX: 727 -517 -2475 TELEPHONE: FROM: Steven Everitt TELEPHONE: (727) 562 -4547 EMAIL: steven.everitt @myclearwater.com SUBJECT: FLS2007 -04016 1001 East Druid Road Letter of Incompleteness MESSAGE: Please resubmit by 10 am on Tuesday, April 10, 2007. NUMBER OF SHEETS (INCLUDING THIS PAGE): 3 W V 'Clearwater April 03, 2007 Kevin E Doyle 124 8th Street Belleair Beach. F133786 9 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 VIA FAX: 727 -517 -2475 RE: FLS2007 -04016 -- 1001 E DRUID RD -- Letter of Incompleteness Dear Kevin E Doyle: The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2007- 04016. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Page 1 - Provide the parcel size in acres. 2. Site Plan - The east setback is a side not a rear. The side setback is five feet. Please move the buildings to the five foot setback line. Patios shall meet setbacks. If applicant wants a patio on the east side of the buildings then add it to the site plan and leave the buildings where they are located. 3. Site Plan - Please provide 20'x 20' sight visibility triangles located on both sides of driveway and at the Ewing Avenue and Druid Road intersection. Sight visibility triangles are located within the subject property. 4. Building elevations - Provide building height measured from base flood elevation or grade to midline of main roof for the principal structure. 5. Provide building elevations for walkway and garage. Provide height measured from base flood elevation or grade to midline of main roof. 6. Site Plan - Provide driveway dimensions located on subject property. 7. Page 4 - Site data table states principal building is 1,800 square feet. Floor plan states building is 1,779 square feet. Please clarify. 8. Subject property supports only one dwelling unit. The second floor above the garage is a dwelling unit. Please remove the kitchen from the floor plan. 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 10 am on Tuesday, April 10, 2007. If you have any questions, please do not hesitate to contact me at 562 -4547 or Steven.Everitt@myclearwater.com. Sincerely yours, ' Letter of Incompleteness - FLS2007 -04016 - 1001 E DRUID RD or 0 CITY OF CL ARWATER 0 > 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 April 03, 2007 Steven Everitt Planner II Letter oflncompleteness - FLS2007 -04016 - 1001 E DRUID RD i Apr. 03 2007 10:52AM i YOUR LOGO' j YOUR FAX NO. :'7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME. MODE PAGES RESULT 01 95172475 Apr.03 10:51AM 01'00 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '. +' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL i- 800 - HELP- FAX,C4355- 73297. i i I i I i I , I i i CERTIFIED TO, W.O. 11-5 i 4 scc. 115 TWP. S. RNG, C 51 C'. fy L 1tj 10 4wl"e— 7 "BOUNDARY SURVEY" .70A Piii4bU0 1AU liw, fou ey i *KD WON I(a); FlPm fl%No IRM111131111 LEGEND: FE'R-FOUND 00PID IRON PIPE; F.N.O.-FOUND NAIL Dimt., li`15MlAJt ,.Iqs) At 0Sk' F.C.U.- FOUND dIJkME--* MONUMENT-. P.R.Y.- PERMANENT REFERENCE MONUMENT; ' P.C.P.-PERMANENT, 'C'6Wj 10I.POINIT; • P.I.- POINT OF INTERSECTION;-' P�rq - RIGHT OF WAY. ELEV.m- -ELEVATION; C.D.S.- -CONCRETE, BLOCK STRUCTURE, CONIC'. 'jA!jPH.-r co ASPHALT. PAYr.- PAVEMENT; COV.- COVERED. 13- DEED; SEC.- SECTION,. TW.- TOYMSHIP-, RGZ..'k ' ;P-PLAT: M.- MEASURED: ESMT.m EASEMENT: COVERED AREA R RADIUS: A.- ARC: C-CHORP• C.B.- CHORD OEARINC• STY. STORY ftF.- CHAIN LINK f ENCE; W.F.- WOOD FENCE A SURVEY OF LOT 5, THE ROGERS>:SUBDI-VISION AS RECORDED IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF PINELLAS.-COUNTY, FLORIDA. I, uLuAm C. awnwa. THE sm%&Ym im nr9P019BLE CHARGE, COW-Y THAT THE SURVEY WRESENIM HEREON, AS MEETING THE MINMN TECHNICAL STANDARDS SET FORTH BY 711C. n"dDA BOARD Of LAND SLlRW"S'. PURSUANT TO SECTION L 472437 OF THE FLORIDA STATUTES AS PAESCRUM IN CHAPTER 0 1017-6 DEPT. OF MOMS OAL (WO T.VAD� UM-M SEALED. *Td AN. EMBOSSM SUtKyW.S. SfAL)l ELEVAMON'STA71EUENT'. THIS IS TO CERTIFY THAT WE HAVE OBTNNED ELEVATIONS . 'SHOWN HEREON. OF THE 'ABONE DESCRIBED LAND. THESE ELEVATIONS SHOWN HEREON 'ARE BASED' ON THE NORT-AMERICAN I VERTICAL DikTLIM 1988-BENCHMARK SUPPLIED BY THE ENGINEERING DEPT.. PfNELLAS COUNTY, FLORIDA. FLOOD ZONE DISTINCTIONS* ARE BASib"UPON . CY MANAGEMENT AGENCYS MAPS ISSUED TO US. DUE TO lNCb1515TENqES FOUND IN THESE MAPS, THE ZONES ARE AN APPROXIMATE ESTIMATION To THE DEIST OF OUR ABILITY. COMLAU14TY NO: PANEL Na MAP DATE- APPEARS. TO BE BASE FLOOD, ELEVATION IN FLOOD ZONE.- DRAWN Or. DAM: APPROVED Or ALLIED, SURVEYING 1275 NO. HIGHLAND AVENUE SCALE CLEARWATER, FLORIDA 337 CHECKED BYr, 727-446-1263 FAX 7274614 _2 LLIAlmd C KrATrNa [I I_5 # 1112TVIT.n d e.129 i CERTIFIED TO: W.O. // 5 4 SEC. 2? S, RNG. -/-4.TWP. .-rip y IV d"&, s, 19p iv t iF-, Z- Z 7, '47's, 4 "POUNDA,RY SURVEY" rzilh, UN5*747704 =0 a 1).W!§, 61qikk 11-f-0-h! 1100; rdoP.m F0QN0 IRONdIPQ LEGEND:FX.IA-F0UNn CAPPED MON PIP;: F.N.0.wFbLlNb NAIL' k DI;v.l %.Wbuk: nff,wAlt Af VlSk' P(XJNb dbliIME�' MONUMENT; PERMANENT REFERENCE MONUMENT. P.C.P.-PERMANENT: -CW4,7 10I.POINT. ' P.I.• POINT Of INTERSECTION; FV%q RIGHT OF WAY; ELEV.w -ELEVATION: C.B.S.- CONCRElE,8LOCX STRUCTURE. "ASPH.r CONC.-•00 ASPHALT: PAVT.- PAVEMM- COV.- COVERED; 0- DEED-. SEC.- SECTION; TWP.- TOVMSHIP', RCE.dw-.. I; -PLAT: M.- MEASURED-, ESMT.� EASEMENT; COVERED AREA -R.- RADIUS: A.- ARC: C.- CHORD• C.B.- CHORD BEARINC• STY.-.ST101RY- C. 'F.- CHAIN LINI( FENCE: W.F.- WOOD FENCE A SURVEY OF LOT 5, THE ROGERS' SUBDI-VISI' ON AS RECORDED IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF PINELLAS,-COUNTY, FLORIDA. L -MWAM C. %tAlINCI. IW SURVEYOR IN RESi0aULE 01AACE, =T" MAT THE SURVEY UPRESEWTED 14 aN, AS MEETING THE MIN*" 11ECHIOM STMOAROS Wr FORTH BY THE. ILOMA DOME Of LAND SURYE'"XIS. PURSUANT TO SECTION 021117 OF THE ka"A STATUTES AS ERE PREURRED N CHAPTER 11017-6 DEFT. Of RQAL JUAAAlQT"VAUD.UMM SEUML WMAN EUSOS=SUR.YEYWS. SEALI_ . = ELEVAMO• STAMM', THIS 15 TO CERTIFY THAT WE HAVE OBTNNED ELEVAT IONS SHOWN HEREON. OF THE -ABOVE D . EtCRIBED LAND. THESE ELEVATIONS SHOWN HEREQN,ARE BASED' ON THE TORT - AMERICAN VERTICAL DATUM, 1988 .BENCHMARK. SUPPLIED BY THE ENCANEERING DEPT.. PINELLAS COUNTY, FLORIDA. FLOW ZONE DISTINCTIONS ARE BASED UPON -lr4C_FE0EA?.C_E0EnMiCY MANAGEMENT AGENCYS MAPS ISSUED TO US. DUE To iNcoIN91s4EiI cles FOUND IN THESE MAPS, IHE ZONES, ARE AN APPROMMATE ESTIMATION TO THE BEST Of OUR ABILITY. CowulaTy No: 2— PANEL Na MAP DATE; APPEARS TO BE rjX" 40 IN FLOOD ZONE: BASE. FLOG 04 ELEVATION DRAWN 8Yq DATE: ALLIED. SURVEYING APPROVED 7 EYING APPROVED B 1275 NO. HIGB1,ANDAVIENUE SCALE: CLEARWATER, FLORIDA 31317 CHECXED or 727-446-1263 F.AX 727461-4 - LIJA14 C. KTllMl I L 14 IA 7W- LD J 842n J Cw(A,)( cal C vj CERTIFIED TO :. KEVIN ANI) MARIE FOYLE• SI-L.. ]WP.?T S. RMG. /S E _. 1.1.11.... A.ssct�eeF�, I a v� I �p 4 � '51, I '? l • G -> , r �l 2, V , ft ,1';I;IfMrnllNn IIInI+ II(Nq C,R,L1L'+ CauNn. r rr;ep IunN hpni. It p I.11AXIOU•, CAPI M IRON I101I; FJ,R,M IIi>UNt1 I(if1N�Pll'GI I.GGCNI), I�,D.I;P,�ftlllNl) nAPrr.n I(1kW hll'E I(.N.u,NI pIINu u/11 dt bi!II(I•;�,Iq;p,�l,'. nt' ;�lAl► ,y( i' Ir N,c,U,� IaUNn c 1511A1C -c .uaNllNt:liT I'.n.N.- PI:nUANGNT nfffnCN1:E k1aNl1Ml.NT: 1`41`1rPCNLIANF.NT!,G y i(W IID(N1': P.1,. POINT Of 1NTfnSWIDN; R�iu'» aiGiff o1' WAY; FLLV•- LLFVA'I(1N; C.a,S... 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LIAL( 1_`�l)ll ?A'1'IT(I: 1). I:lyll ,.m Property Appraiser General Information: 15/29,P'/76356/000/0010 C... http:// www. pcpao :o--'general_vadet.php ?pn= 1529157635600000100 Interactive Map of this Back to Query New Tax Collector Question /Comment about this ap rcel Results Search Information page 15/29/15/76356/000 /0010 Data Current as of April 01, 2007 [2:41 pra Friday April 6] ' Vacant Property Owner, Address, and Sales Print Property Use: 0' ROGER'S SUB LOT 1 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: $139,700 Millage: 21.76401 Just/Market Value: $116,400'i Special Tax: $.00 Assessed Value/ SOH Cap: $116,400' Taxes: $2,533.33, History Taxable Value: $116,400. Taxes without Save - Our -Homes cap: $2,533.331 A significant taxable value increase may' Taxes without any exemptions: $2,533.33' occur when sold. Click here for details. Owner /Mailing property Address Sale Date Book/Page Price Q/U V/I Address 6/2000 10944/2455 $11,000 U I PECORARO, CARMINE 6/1990 7310/1759 $49,000 Q I 17R 12/1984 5903/1012 $31,800 Q I 444 N PAULA DR j 1979 4839/1153 $25,000 Q I DUNEDIN FL 34698 -1825 Plat Year Plat Book/Page(s) Parcel Information 1916 004/030 Book/Page: Land Use: Single Family 10944/2455 (01) Census Tract: Evacuation Zone: 259.02 NON -EVAC Land Information Seawall: Frontage: None View: Land Use Land Size Unit Value Units Method Single Familv(01) 51 x 135 1,625.00 51.25 F 1 of 2 4/6/2007 2:42 PM Property Appraiser General Information: 15/29/' �/76356/000/0010 C... http://www.pepao.o--!general—vadet.php?pn--1529157635600000100 Vacant Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year No Extra Features on Record Radius (feet): 05 Aerials: r No r: 2000 Transparency: 0.5 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 Window "; Print from the new window. MINK �Wl' Interactive Map of this Back to Query New Tax Collector p a rcel Results Search Information 2 of 2 Question/Comment about this page 4/6/2007 2:42 PM a Interactive Map of this Back to Query New Tax Collector p a rcel Results Search Information 2 of 2 Question/Comment about this page 4/6/2007 2:42 PM °Clearwater April 13, 2007 ,A 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 1001 DRUID RD E (FLS2007- 04016) To Surrounding Property, Owners: As a property owner within 500 feet of 1001 DRUID RD E, the City of Clearwater Planning Department gives notice that an application for Flexible Standard. Development approval to permit a reduction to the front (west) setback from 25 feet to 17 feet in the Low Medium Density Residential (LMDR) District under the provisions of Section 2- 203.B. of the Community Development Code. On May 03, 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 determiniation, 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 May 03, 2007. The City encourages you to participate in the review of this application. You may contact me at 562 -4547 or Steven.Everitt@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 May 03, 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. Sincerely yours, Steven Everitt Planner 11 Page 1 of 1 Everitt, Steven From: Everitt, Steven Sent: Wednesday, April 25, 2007 8:13 AM To: 'Amy Gibbs' Subject: RE: fls2007 -04016 Ms. Gibbs, Flexible Standard Development applications are not available on the City's website. Please contact me and I will answer any questions you may have. Sincerely, Steven Everitt Planner II Planning Department City of Clearwater, FL 100 South Myrtle Avenue Clearwater, FL 33758 Tel: (727) 562 -4547 Fax: (727) 562 -4796 - - - -- Original Message---- - From: Amy Gibbs [mailto:ramyramjet @hotmail.com] Sent: Tuesday, April 24, 2007 6:08 PM To: Everitt, Steven Subject: fls2007 -04016 I received the letter in regards to a development approval at 1001 Druid Road East. Could you direct me to a link as to what it is. Thank you. Amy Gibbs 4/25/2007 Page 1 of 1 Everitt, Steven From: Amy Gibbs [ramyramjet @hotmail.com] Sent: Tuesday, April 24, 2007 6:08 PM To: Everitt, Steven Subject: fls2007 -04016 I received the letter in regards to a development approval at 1001 Druid Road East. Could you direct me to a link as to what it is. Thank you. Amy Gibbs 4/25/2007 CITY OF CLEARWATER PLANNING DEPARTMENT �yTEaE' Posr OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 C10 Ww R-j 0l-- wy a ni CARPENTER, MARY S CRAIN, JOSEPHINE A 907 PINE ST CLEARWATER FL 33756 - 5621 �SO pcs��' � PITNEY BOYVFS 02 IM $ 00.30$ 0004229492 APR23 2007 MAILED FRPM ZIP CODE 33602 MAY 0 2 2007 PLANNING DEPARTMENT CITY OF CLEARWATER X 337 N1 1 DOS C 07 04/20/07 FORWARD TIME EXP RTN TO SEND CARRENTER'MARY S. 2709 TAYLOR RD WINTER HAVEN FL 33900= 1025 RETURN TO SENDER �:.1%:.ET84T4@� '' rir fill rr)rirrilu�rrirrilr,�rir�rr " CITY OF CLEARWATER Q PLANNING DEPARTMENT POST OFnCE Box 4748 CLEARWATER, FLORIDA 337584748 RECERIM ZEVETCHIN, KATHERINE A MAY O 2007 .808 EWING AVE CLEARWATER FL 33756 - 4006 PLANNING DEPARTMENT CITYOF CLEARWATER RETURN TO SENDER FROM PARS 33730 UNABLE TO FORWARD 4130/2007 v£� rrr. ,,rr �Y:. -'r•r i� -__ -`_ -_ - -- -- - - - -- _ � -- - -`- --- --._ � � - -- -- .i, - -- -` - -- - - - ►.� - °. ., ,±:�'���� __- .fir, ��w�� 'CITY OF CLEARWATER =Q PLANNING DEPARTMENT %h9TERE , POST OITICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECE® MAY 0 5 2007 PLANNING DEPARTMENT CITYOF CLEARWATER G� wN ou O L� F- w1 W� EICHTEN, TERRENCE M EICHTEN, ANGELA R 705 PROSPECT AVE S CLEARWATER FL 33756 - 5629 33758@4746 PSTNEV BOWES $00-308 9492 APR 23 2007 FROM ZIP CODE 33602 N X X Z E 337 .11.... 07 OS/02/07 RETURN TO SENDER VACANT UNABLE TO FORWARD SC: 33759474949 *0901- 05999 -24 -05 11111111111111111111111111111111111111111111111111111111111111 f RECEI - ,D MA� 0- 2007 pLANNING DEPARTMENT CLEARWATER CLEARWATER HOUSING CORP INC 210 SO EWING AVE CLEARWATER FL 33756 - -o �-�� ®/® i 7 ® mmEv eowFs 02 ,M $ 00.308 0004229492 APR 23 2007 MAIL59FROM ZIPCODE 33602 NIXIE 337 1 07.05/04/07 RETURN TO 'SENDER VACANT UNADL.E TO FORWARD BC: 337584.74848 *0901- 04379 -214 -OS 11111,1 111,1„ 1111 11111► 11111 fill III 111111111111,111�11111L11 CITY OF CLEARWATE'R •-° j r Q PLILISMG DEPARTMENT '= 9TEq`ti` POST OFIcE Boz 4748 CLEARWATER, FLORIDA 337'558 -4748 RECEI - ,D MA� 0- 2007 pLANNING DEPARTMENT CLEARWATER CLEARWATER HOUSING CORP INC 210 SO EWING AVE CLEARWATER FL 33756 - -o �-�� ®/® i 7 ® mmEv eowFs 02 ,M $ 00.308 0004229492 APR 23 2007 MAIL59FROM ZIPCODE 33602 NIXIE 337 1 07.05/04/07 RETURN TO 'SENDER VACANT UNADL.E TO FORWARD BC: 337584.74848 *0901- 04379 -214 -OS 11111,1 111,1„ 1111 11111► 11111 fill III 111111111111,111�11111L11 CITY OF CLEARWATER Q PLANNING DEPARTMENT y�7EF, „�7' POST OMCE BOX 4748 CLEARWATER, FLORIDA 337584748 GOUDY, DAVID JR 1.3308 THOUROUGHBRED LOOP E LARGO FL 33773 - 1671 RECE® mo 14 2007 P gCClry of CLEARWATER GOUD308 337794091 IC05 49 05/09/07 FORWARD TIME EXP RTN TO SEND GOUDY 607 10TH. ST NW LARGO 'FL 337!0 —a372 RETURN TO SENDER �rrifrrrffrf +ea�rie e'ira:�eoil rjirt 'ir,ii1,14If illsf ■ CITY OF CLEARWATER 5 ova v, z o. _ � PLANNRVG DEPARTMENT ui F- $ 40.308 POST OFFICE BOX 4748 0V O F 0 2 9M 0AILEDF492 APR 23 2007 CLEARWATER, FLORIDA 337584748 �% MAILE!DFROM ZIP CODE 33602 WALTER- DEPERLET, PETER, WALTER- DEPERLET, SUZANNE ; JUN 2 5 2007 1824 SW GREENWAY CIIZ WEST LIMN 'OR 97068 - 9747 p[NINGDEPAR1ME(dI CRYOMMIMAIER _,. _......:..._ .._.._. ......,___ _.... _ 970 DSE 1 607C 01 06/20107 "u RETURN TO SENDER DEPERLET' PETER BOX CLOSED UNABLE TO FORWARD RETURN TO SENDER CITY OF CLEARWATER g PLANNING DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED PLAY o 3 2007, PLANNING DEPARTMENT CiTy OF CLEARWATER RETURNO-FOR POSTPGE RETU246 33767A.062 IB06 01 03/13/07 NOTIFY SENDER OF NEW ADDRESS :POSTAGE DUE RETURN 'TO SENDER P-O`-;-T-AGE—D.UE vul rwQo CITY OF CLEARWATER PLANNING DEPARMNT PosT OmcE Box 4748 CLEARWATER, FLORIDA 337584748 mAy o 3 2007 PVNNING 60ARMENT Cfjy of CLMWAXR I ............. RUM' ED FOR POSTJIG� RETU246 337674062 IB06 01 03/13/07 NOTIFY SENDER OF NEW ADDRESS : POSTAGE DUE RETURN TO SENDER _Pf -l-q-T-AGZP—M-i - It- A lit J-- I may.} r rrr. l i 1 -- CITY OF CLEARWATER c• PLANNING DEPARTMENT Q: :�yrEgE' POST OMCE Box 4748 CLEARWATER, FLORIDA 337'558-4748 Rlr^ERIE® APR 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER BIANCHINI, JOSEPH D BIANCHINI, MARISA 1004 DRUID RD CLEARWATER FL 33756- ° y • '' �® eowFs �•_ 02 1M $ ®0,30$ �5 0004229492 APR 23 2007 da MAILEDFROM ZIPGODE 33602 NXXxE x:37 1 07 04126107 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD DC: 337504.74 94D *0901- 043 ®1 -24 -05 J„ 1L,,11,l,„),) ►1,1 „! „1.,11 „� L 1„11 „1„ 1 „1).,:1 � 1, I, � l CITY OF CLEARWATER 9 PLANNING DEPARTMENT Posy OITICE Box 4748 CLEARWATER, FLORIDA 33758-4748 HETZEL, RAQUEL �OS��y GS 125 � , �® ® �T" eowFs 0 V � 00.30$ O,F- 02 1M 0004229492 APR 23 2007 d;E - MAILED FROMZIPCODE33602 RECE� Y �® 903 DRUID RD E CLEARWATER FL 33756 - 5603 APR 2 7 2007 PLANNING DEPARTMENT CfTY OF CLEAMATER NIXIM 337 1. 89 04./26/07 RETURN TO SENDER NOT. DELl'VERADLE AS ADDRESSED k: w. UNAOL..E TO FORWARD f. 13C: 337''5®474648. - 0901 - 03921- 224 -OS S;r—* I=: 7 x, i 1„ 11,,, II, i,,, 1, 1, 1�1�, 1„ 1,�i1,,,1►1 „{1,�1 „I „Il,�l,l�I „I CITY OF CLEARWATER g PLANNING DEPARTMENT POST ONCE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEZRIV XEMD APR 2 7 2007 PLANNING DEPARTMENT CRYOFICLEARWATER Posz� 00 O ld 00 U)g §-- 02 1M $00-308 le ju,co 0004229492 APR 23 2007 au. MAILED FROM ZIPCODE 33602 WRIGHT, TONY A ,WRIGHT, JUDY 1004 MAGNOLIA DR CLEARWATER FL 33756 - 4036 3:37 ;L 07 04/26107 RETURN TO SENDER .NOT DELIVERAMLE AS.AODRMSSEO UNABLE TO FORWARD SC: 33759474048 *0901-00074-24-05 fill) - Jul 111 111111 JII I I 1 111111 Nild ;'*`'`aii; CITY OF CLEARWATER :a:: Q. PLANNING DEMRTti NT 97ER;;. POST OFFICE BOX 4748 CLEARWATER, FLORIDA 337'558 -4748 REUE® APR 2 7 2007 PLANNING DEPARTMENT CIIYOF CLEARWATER o�' Uj< 4 Ov w1-- wN wce a� BECKETT, TIMOTHY. 1002 JASMINE WAY CLEARWATER FL 33756 - 4018 ) , �ps�POSr,� Z ® wTNEV MANES 02 ,M $ 00.308 0004229492 APR23 2007 MAILED FROM ZIPCODE 33602 N�X�E 337 1 07 04129/,07 RETURN.TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE .TO FORWARD DC: 337 0474649 *0901- 03917- 24 -OS I„ ri, r, i'!,l,,, 1,1, 1,1,;! „! „1l,,,l,I „I! „i „i „I1 ►,I,i,l,�! Ot M.'.'e. CITY OF CLEARWATER —9 PLklW4lNG DEPARTMENT PosT OFFICE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEWED APR'2 7 2007 PLANNING DEPARTMENT CITYOF CLEARWATER -mmm=mw FIMEV a0vocs 0 Col.- i 02 1M $00-308 UA ca 0004229492 APR 23 2007 1215 : 11.11. M MAILED FROM ZIP CODE 33602 BICKERSTAFFE, ROBERT D` BICKERSTAFFE, BARBARA B 1007 DRUID RD CLEARWATER FL 33756 - 33 NX x I E 3:377 04128./07 RETURN TO SENDER RIOT DELIVERABLE AS ADDRESSE0 'UNABLE To FORWARD GC: 33758474048 *0901-04277-24-05 m CITY OF CLEARWATER = Q; PLAIVNiNG DEPARTMENT „9TEPF�,, Posy ONCE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED APR 2 7, 2007, PLANNING DEPARTMENT CITY OF CLEARWATER NO PON 02 lE+A $ - 00.30$ ttd� 0004229492 APR 23 2007 MAILED FROM ZIP.GODE 33602 MA IAG, RAFAL ,M7 NASH ST CLEARWATER FL 33765 - 4226 N�X�E 337 1 00 04/26/07 RETURN TO SENDER NOT DELIVERAMLE "AS. `ADDRESSED UNAML.E TO FORWARD AC: 33750474940 *0901- 03069 -24 —OS LL 0 >- C�l e arwater U April 13, 2007 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 1001 DRUID RD E (FLS2007- 04016) To Surrounding Property Owners: As a property owner within 500 feet of 1001 DRUID RD E, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to permit a reduction to the front (west) setback from 25 feet to 17 feet in the Low Medium Density Residential (LMDR) District under the provisions of Section 2- 203.B. of the Community Development Code. On May 03, 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 determiniation, 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 May 03, 2007. The City encourages you to participate in the review of this application. You may contact me at 5624547 or Steven.Everitt @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 May 03, 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. Sincerely yours, Steven Everitt Planner II If 'w HIDDEN OAKS APT INC 1910 LAGO VISTA BLVD PALM HARBOR FL 34685 - 3332 LYLES- SANZO, TRICIA PORTER, KAREN S 1015 JASMINE WAY CLEARWATER FL 33756 - 4017 JONES, ROBERT L JONES, BETTY J 2946 GULF TO BAY BLVD # 66 CLEARWATER FL 33759 - 4222 HUTCHESON, WILLIAM C JR HUTCHESON, DAVID D 252 PINE RD CLEARWATER FL 33756 - 1017 MILLIKIN, ERLE J JR THE 3877 N MILL ST DRYDEN MI 48428 - 9231 JONES, ANGELA L 1000 PINE ST CLEARWATER FL 33756 - 5624 AUFFARTH, GARY G 1670 JEFFORDS ST CLEARWATER FL 33756 - 4540 WILLIAMS, ROBERT M III 5020 COUNTY ROAD 316A BUSHNELL FL 33513 - 8122 TRUST NO 909 -911 PO BOX 186 LAKE WALES FL 33859 - 0186 CLEARWATER LAND LTD 17480 DALLAS PKWY STE 1 DALLAS TX 75287 - 7337 HUTCHESON, DAVID D HUTCHESON, WILLIAM C JR PO BOX 183 CLEARWATER FL 33757 - 0183 WOODY, NATHAN L WOODY, JOAN E 800 S MARTIN L KING AVE CLEARWATER FL 33756 - 4046 FOAT, ELLA E EST 1006 JASMINE WAY CLEARWATER FL 33756 - 4018 MILLIKIN, ERLE J JR THE 3877 N MILL ST DRYDEN MI 48428 - 9231 SKMINC 611 DRUID RD E # 401 CLEARWATER FL 33756 - 3920 EICHTEN, TERRENCE M EICHTEN, ANGELA R 705 PROSPECT AVE S CLEARWATER FL 33756 - 5629 KECHLEY- LASLEY, KATHRYN L 1851 SE 140TH TERRACE MORRISTON FL 32668 - 2366 2366 TRUST NO 909 -911 PO BOX 186 LAKE WALES FL 33859 - 0186 HUTCHESON, WILLIAM C JR HUTCHESON, DAVID D 11 FOUNTAIN SQ CLEARWATER FL 33756 - 1451 BROWN, GREGORY W 14121 SULLIVAN ST SPRING HILL FL 34609 - OBERG, RALPH D 1009 DRUID RD CLEARWATER FL 33756 - MORITZ- SCOTT, MARY L 97 MINEOLA DR E LARGO FL 33770 - 1907 GISS, RONALD A 1002 PINE ST CLEARWATER FL 33756 - 5624 LEHMAN, RICHARD A 912 PINE ST CLEARWATER FL 33756 - 5622 SKMINC 611 DRUID RD E # 403 CLEARWATER FL 33756 - 3935 CARPENTER, MARY S CRAIN, JOSEPHINE A 907 PINE ST CLEARWATER FL 33756 - 5621 MAROLDA, JOANN S 913 E PINE ST CLEARWATER FL 33756 - 5621 WELLER, HERBERT L JR EICHENLAUB, ERNESTYNA E TAYLOR, MARGARET WELLER, JACQUELINE 1001 PINE ST 1005 PINE ST 915 PINE ST E - CLEARWATER FL 33756 - 5623 CLEARWATER FL 33756 - 5623 CLEARWATER FL 33756 - 5621 >4 GODWIN, WINIFRED L x`009 PINE ST CLEARWATER FL 33756 - 5623 JAFILLC 1012 DRUID RD E CLEARWATER FL 33756 - 5606 BIANCHINI, JOSEPH D BIANCHINI, MARISA 1004 DRUID RD CLEARWATER FL 33756 - DRUID OAKS PROPERTIES LLC 800 INDIAN SPRING RD NOVATO CA 94947 - 4204 LASHLEY, CELESTE W 908 DRUID RD E CLEARWATER FL 33756 - 5604 PERDUE, TROY PERDUE, JODI 904 DRUID RD E CLEARWATER FL 33756 - 5604 LEONARD, LE CLAIR K 708 S PROSPECT AVE CLEARWATER FL 33756 - 5630 CLARIDA, WILLIAM 1703 JOSHUA CT PALM HARBOR FL 34683 - 4735 HETZEL, RAQUEL 903 DRUID RD E CLEARWATER FL 33756 - 5603 LUCAS, CLIFFORD L LUCAS, ARLINE 1011 PINE ST CLEARWATER FL 33756 - 5623 DESAI, VARSHA S THE DESAI, SUKETU K THE 7593 ARALIA WAY LARGO FL 33777 - 4910 RAVIN, SHELDON J RAVIN, ALAINE 133 MIRAMAR DR COLORADO SPGS CO 80906 - 3723 SPRADLING, MARY B 912 DRUID RD E CLEARWATER FL 33756 - 5604 NASH, CLAYTON E 906 DRUID RD E CLEARWATER FL 33756 - 5604 MACIAG, RAFAL 2307 NASH ST CLEARWATER FL 33765 - 4226 LEAP E BRAVO LLC 1428 LEMON ST CLEARWATER FL 33756 - 2341 HUBLER, THOMAS A 8200 TR 561 HOLMESVILLE OH 44633 - 803 PROSPECT TRUST 411 CLEVELAND ST # 182 CLEARWATER FL 33755 - 4004 MATTHEWS, ELOISE 1015 PINE ST CLEARWATER FL 33756 - 5623 LICCIARDI, SAMUEL A JR 215 N JEFFERSON AVE CLEARWATER FL 33755 - 4719 DRUID OAKS PROPERTIES LLC 800 INDIAN SPRING RD NOVATO CA 94947 - 4204 WILLIAMS, REBECCA J WILLIAMS, GERALD 910 1/2 DRUID RD E CLEARWATER FL 33756 - 5604 WONG, HARRY K WONG, SAFARI V 90 IROQUOIS TRL PORTOLA VALLEY CA 94028 - 7607 LEONARD, LECLAIR 708 S PROSPECT AVE CLEARWATER FL 33756 - 5630 CLEARWATER HOUSING CORP INC 210 SO EWING AVE CLEARWATER FL 33756 - GIBBS, AMY M STRINGFIELD, CHRISTOPHER J 905 DRUID RD E CLEARWATER FL 33756 - 5603 BUCKLEW, KRISTINA L 360 WOODLAWN AVE BELLEAIR FL 33756 - 2041 MC CAFFREY, MERCEDES M BEHM, RAY G JR MAHANY, BRIAN 805 S PROSPECT AVE BEHM, MARY A 904 JASMINE WAY CLEARWATER FL 33756 - 4037 807 S PROSPECT AVE CLEARWATER FL 33756 - 4016 CLEARWATER FL 33756 - 4037 u Y' MOURA, ANTHONY A X06 JASMINE WAY CLEARWATER FL 33756 - 4016 ZEVETCHIN, KATHERINE A 808 EWING AVE CLEARWATER FL 33756 - 4006 FRANCE, JOHN V FRANCE, ELIZABETH A 1629 CLEVELAND ST CLEARWATER FL 33755 - 6102 MC NEIL, GRACE 913 JASMINE WAY CLEARWATER FL 33756 - 4015 TEPETATE, TOMAS P 905 JASMINE WAY CLEARWATER FL 33756 - 4015 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 WILLIAMS, JUSTIN M 1252 ELRIDGE ST CLEARWATER FL 33755 - 4311 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 BICKERSTAFFE, ROBERT D BICKERSTAFFE, BARBARA B 1007 DRUID RD CLEARWATER FL 33756 - CONRAD, LESLIE A PARKER, ANDREW D III 908 JASMINE WAY CLEARWATER FL 33756 - 4016 GERUM, MARY E N 11404 DEREG RD TOMAHAWK WI 54487 - 9706 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 WIRTH, RALPH E 909 JASMINE WAY CLEARWATER FL 33756 - 4015 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 POLK, GAIL A 904 E MAGNOLIA DR CLEARWATER FL 33756 - 4034 TILLEY, JASON L TILLEY, CELIA J 912 MAGNOLIA DR CLEARWATER FL 33756 - 4034 PECORARO, CARMINE J JR 444 N PAULA DR DUNEDIN FL 34698 - 1825 MC BRIDE, MATTHEW O MC BRIDE, DEBRA A 1000 JASMINE WAY CLEARWATER FL 33756 - 4018 SOUERS, JEFFERY 912 JASMINE WAY CLEARWATER FL 33756 - 4049 ALLEN, CHARLES R 802 S PROSPECT AVE CLEARWATER FL 33756 - 4038 LUCAS, CLIFFORD L LUCAS, ARLINE 915 JASMINE WAY CLEARWATER FL 33756 - 4015 GARCIA, PEDRO J GARCIA, GENOVEVA V 907 JASMINE WAY CLEARWATER FL 33756 - 4015 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 WALTER - DEPERLET, PETER WALTER - DEPERLET, SUZANNE 1824 SW GREENWAY CIR WEST LINN OR 97068 - 9747 GRAY, WILLIAM L THE GRAY, JANET C THE 1951 EDGEWATER DR CLEARWATER FL 33755 - 1417 WOODWARD, STEWART G 1005 DRUID RD E CLEARWATER FL 33756 - 5605 BECKETT, TIMOTHY 1002 JASMINE WAY CLEARWATER FL 33756 - 4018 KALIS, JAMES BUTE, WAYNE GARCIA, PEDRO J JR 1004 E JASMINE WAY 1006 JASMINE WAY 1007 JASMINE WAY CLEARWATER FL 33756 - 4018 CLEARWATER FL 33756 - 4018 CLEARWATER FL 33756 - 4017 R FAVINGER, MICHAEL A PAVINGER, LISA H 1005 JASMINE WAY CLEARWATER FL 33756 - 4017 GOUDY, DAVID JR 13308 THOUROUGHBRED LOOP LARGO FL 33773 - 1671 SULLIVAN, REGINALD E SULLIVAN, URSULA B 2952 ADRIAN AVE LARGO FL 33774 - 1404 PERKINS, EDGAR M PERKINS, JEANNINE F 1006 MAGNOLIA DR CLEARWATER FL 33756 - 4036 FOREMAN, ROBERT L JR FOREMAN, PATRICIA A 904 S MARTIN L KING AVE CLEARWATER FL 33756 - 4048 PERSECHINO, FRANK 902 S MARTIN LUTHER KING AVE CLEARWATER FL 33756 - 4048 ROGERS, SCOTT I ROGERS, MARIAN M 15 FOUNTAIN SQ BELLEAIR FL 33756 - 1451 GOODMAN, SHERRY A 420 LOTUS PATH CLEARWATER FL 33756 - 3832 PERDOMO, OVIDIO 1002 MAGNOLIA DR CLEARWATER FL 33756 - 4036 BILELLO, ENZA V 308 MIDLAND AVE GARFIELD NJ 07026 - 1717 ALCALDE, MANUEL ALCALDE, DONNA 1530 ELMWOOD ST CLEARWATER FL 33755 - 5403 FLS2007 -04016 1001 E Druid Steven Everitt ROGERS, SCOTT I ROGERS, MARIAN M 15 FOUNTAIN SQ BELLEAIR FL 33756 - 1451 SULLIVAN, REGINALD E SULLIVAN, URSULA B 2952 ADRIAN AVE LARGO FL 33774 - 1404 WRIGHT, TONY A WRIGHT, JUDY 1004 MAGNOLIA DR CLEARWATER FL 33756 - 4036 DAKAN, DEREK DAKAN, BUFFY 1010 MAGNOLIA DR # B CLEARWATER FL 33756 - 4079 CORREA, MARILYN S 906 S MARTIN L KING AVE CLEARWATER FL 33756 - 4048 Clearwater Neighborhood Coalition Joe Evich PO Box 8204 Clearwater, F133758 Harbor Oaks Neighborhood Assoc - - Pres Cedio Saltorelli 320 Magnolia Drive Clearwater, Fl 33756 cs.. STATE OF. FLORIDA CODE: 2004 FBC, RESIDENTIAL WITH '05 SUPPLEMENT AND 2002 NEC 1st FLOOR LIVE LOAD:. 40 PSF 1st FLOOR DEAD LOAD: 8 PSF ROOF LIVE LOAD:. 20 PSF \ ON TRUSS TOP ROOF DEAD LOAD: 7 PSF / CHORD 2nd FLOOR LIVE LOAb: 2nd FLOOR DEAD LOAD: MAX. WIND SPEED: 130 MPH, EXPB, by =1.0 (3 SEC. GUST, ENCLOSED BLDG) OCCUPANCY GROUP: SINGLE FAMILY DWELL: CONSTRUCTION TYPE: WOOD FRAME BUILDING CATEGORY: II (PER ASCE 7 -02) MEAN ROOF.HEIGHT NOT TO EXCEED 30' ABOVE GRADE COMPONENT do CLADDING DESIGN LOADS: WAL L ZONE 4. 33.0 PSF WALL ZONE 5. 40.7 PSF - -r... , .... ROOF ZONE 1: 30.4 PSF ROOF ZONE 2: 35.6 PSF ti \EAM 2 -2x10 ALUMINUM FACIA ROOF ZONE 3: :35.6 PSF �. HANG DOUBLE BEAM TO WALL . OHNG ZONE 2: 51.5 PSF OHNG ZONE 3: 51.5 PSF SIMPSON L1JS2 Not to be located in coastal or. flood plain areas .10 -2 TYP or in HIGH VELOCITY HURRICANE ZONES `TRAP BEAM TO COLUMN _ ELEVATION - LEFT , SIMP ON- LSTA4,B- kE EACH BEAM 4 x 4 PT COLUMN. - :- -STRAP COLUMN..TO PA ROOF TIE IN I -�' IMPSON AB44 TYP 2x8 RIDGER RAFTER WITH ,. 2x6 @ 16 "'OC WITH 1/2 CDX SHEATHING 2x6 SLEEPEK• NAILED TO TRUSS , 2 -16D EACH TRUSS i STRAP TO TRUSS WITH >` I SIMPSON MT512 TYP - RAFTERS NAILED & STRAPPED TO 2x6 SLEEPER _ W_ ,..1 SIMPSON 2.5 TYP 6" x 16"x 16" CONCRETE PAD �� W/ 2 #5 EACH WAY 2x8 PT T JAMBS FOR OVERHEAD DOOR ANCHOR TO BLOCK WALL WITH 12" MINIMUM BELOW FINISH GRADE _ 378 x 4 REDHEADS @ 24 " OC - - 6/12: ROOF ITCH ... 6112 ROOF PITCH ENTRY PORCH ELEVATION - FRONT BEAM 2- 2X1s ----._ ._ WALL SECTION i # SCALE 318 "• =1-0 HANG DOUBLE BEAM TO WALL . , _ I .. SIMPSON LUS210 -2 TYP ` -, -_„ :._,.__.._ CQ.�VE,N_TIQjVA RAMJa.,LZQQ:F_ SY,STE..M.._,..., .... 2x8 RIDGE WITH 2x6 RAFTERS @ 16" OC STRAP BEAM TO COLUMN WITH 112" CDX 4 PLY SHEATHING s SIMPSON LSTA18 TYP EACH BEAM 2x6 COLLAR TIE ACH RAFTER C it 4 x 4 PT COLUMN - IN UPPER THIRD OF ROOF �.: _-- _...... .._ - - - - -- STRAP COLUMN TO PAD SIMPSON ABA44 TYP ATTACH RIDGE RAFTE TO STUD : CO VENTI AL F E ROO SYS E , ~ I • SIMPSON MTS30C TYP 2x RIDGE ITH 2x6 FTER 1 " C - W H.1/2 C X 4 PLY HEATH G ATTACH S•i'UD-TO 2il O Bf:AM 2 COLLA TIE EAG R/CFTI= # LING BALUSTERS @ 4" OC �J f.� - SIMPSON LSTA 18 TYP IN PPER T II3D OF OF % L LESS THAN 2° FROM. DECK --� w ^ GABLE END - 2x4 @'16 L ! ` ATTACH RIDGE RA ER TO STUD WITH DOUBLE 2x4 TOP PLATE ROOF, FRAMING SIMPSON MTS30C TYP WITH 112 CDX SHEATHING SIDING OVER 15# FELT :. BEAM 2-2X10 STRAP EACH STUD TO B HANG DOUBLE BEAM O WALL SIMPSON LSTA 18 TYP SIMPSON. LUS210-2 TYP RAP BEAM.TO.COLUMN MODULAR HOME SIMPSON LSTA18 TYP EACH. BEAM j 4 x - . LUMN - RAP COLUMN TO.PA IMPSON A8644 TYP 16"x 16"x 16" CONCRETE PAD ! 'OL 66 WT2 #5 EACH WAY 2x8 T-RiM- BOARD 12" MINIMUM BELOW FINISH GRAD ATTACH TO 2x4 POST WITH � - %2 =1 /2 x 4 LAG BOLTS ly 2x8 PT RIM BOARD I! 'I f�l ATTACH TO 2x10 RIM WIITH L __j i ___ _i l_ r SIMPSON.LUS28 TYP'`�� I 011BLE 2x10 RIM BOARD /c3_.� ,. ..:_ 1N TH 2x6 PT DECKING 24" OC FOR LOOK SYSTEM' FOUNDATION PLAN OUBLE 2x10 RIM BOARD: O MODULAR IiOUS ANG FLOOR JOISTS T4 RIM BOA D . SIMPSON LUS26 TYP. . — : 2x8 PT RIM BO RD i o l`ajIIL ATTACH TO 2x 0 RIM IITH� 1.6" x 16" x 16 CONCRETE PAD r I�� SIMPSON LUS 8 TYP 2x8 PT LOOR JOISTS @ 2 4' OC WITH 2 PT DEC ING W/ 2 #5 EACH WAY 12" MINIMUM BELOW FINISH GRAISE APR 02 2007 HANG OOR J STS TO BOA D I sIMPS N LUS20 P WALL SECTION 0 AI�i ,iE 1 ATTACH O f� 4 POST WITH SGA : 3 5�� - 'I -O.. �I ° ® �Ef�RWATEI i 2 -1/2 x 4 -�4G BOLTS j _.. " ._7 T STEPS 2x12 STRINGER ' `FLOOR FRAMING,' 2X PT TREADS DOYLE RESIDENCE ! 1710.29TH STREET SOUTH :RS @ .4" OC � � � ST PETERSBURG, FL 33712 FROM DECK SIGNhP-F ©F3 ENYiRY P.ffROH ONLY. SCALE: APPROVED BY: DRAWN BY r M060L ,R HOPASE JY OTHERS DATE: REVISED M &M: AINTENANCI- 3135.16TH STREET NORTH: _ HAROLD RRDC!_IFO E, Pit ST PETERSBURG.. FL 33704 LICENSE #6203,-.- 401 S BATH CLUB BLVD DRAwwG NUMBER \\�l N REDINGTON BEACH, FL 33708 ENTRY: PORCH 1 0F', C L, GABLE DORMER CONSIRUC770M S/IE INSTALLED RIDGE VENT (T)P) REAR ELEVA 77ON BUILDING SITE INSTALLA77061 REQUIREMENTS " ATTENTION LOCAL INSPECTIONS DEPARTMENT- .The following items have not been completed by the building manufacturer, have not been inspected by the third.porty inspection agency and ore not certifieOf by the. state modular label - and /or certifi- .cotion. Code compliance for these items must be determined at the local Iemk 1) The completed foundation support system and tiedown and /or anchorage system. 2) Ramps, stairs and general access to the building. 3) Building drains, cleanou's and hook —ups to plumb - ing system, ond.finish plumbing. 4) Electrical service hook —up (including feeders and the main Electrical Panel). 5) Connection of electrical circuits crossing over modular-: mating lines (multi —wide units only). 6) Structural and aesthetic: interconnections between modules (multi —units only). 7) Installation of insulation at floor, ceiling and end— walls at mating lines (multi —wide units only). 8) Install R6.5.insulation. on all piping installed in unconditioned spaces. 9} Install Arestoppin at off module mate lines at the marriage wolf: eillng helght and at the floor system. 10) Crawl space light and switch 11) HVAC system crossover ducts, and HVAC systems* 12) Ridge vents must be installed in accordance with the vent. manufacturers instructions. 13) Storm Protection Panels Required For Glazed Openings Per FBC Section 1606.1.4. 14) Plon review. and inspection required by Chapter . 633 FS to be done -on —site by local firesafety inspector. * Heat Pump Cooling System Required Wth a SEER =. 12.0 (min). and Programmable Thermostat FRONT ELEVATION STATE OF FLORIDA. CODE: '2001 FBC WITH '03 AMEND. (INCLUDING JUNE :30, 2003 UPDATE), 2001 FPC WITH '03 AMEND:, 2001 FMC WITH '03 AMEND. AND 2002 NEC FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 8 PSF ROOF LIVE LOAD: 20 PSF ON TRUSS TOP ROOF DEAD LOAD: 6 PSF CHORD ATTIC LIVE LOAD: 0 PSF ATTIC DEAD LOAD: 10 PSF . MAX. WIND SPEED: 130 MPH, EXPB, Iw =1.0 (3 SEC. GUST; ENCLOSED BLDG) OCCUPANCY GROUP: SINGLE FAMILY DWELL. OCCUPANCY.R3 CONSTRUCTION TYPE: WOOD. FRAME TYPE A UNPROTECTED BUILDING CATEGORY: II (PER ASCE 7 -98) MEAN ROOF HEIGHT NOT TO EXCEED 15' ABOVE GRADE COMPONENT & CLADDING DESIGN LOADS: WALL ZONE 4: 39.9 PSF WALL ZONE 5: 49.2 PSF ROOF ZONE 1: 33.6 PSF ROOF ZONE.2: 71.0 PSF ROOF ZONE 3: 71.0 PSF OHNG ZONE 2: 71.0 PSF OHNG ZONE 3: 115.3 PSF Not to be located in coastal or flood plain areas or in HiGH VELOCITY HURRICANE ZONES ELEVATION NOTES. •.. Typical See cross section for method . of roof ventilation. 3ryS�# v r r Handicap ramp(s), ,Stair(s), and Handrails are site `' 1 ✓�� installed, designed: by others, and subject to local . �. jurisdict Ion 'review ' and approval. D Foundation enclosure (when rovided must have 1 Its tint P ) _. 'b square foot net vent area per 11150th .of the. floor o cep P�c";a d' orea and an 18'x24" minimum crawl space access, site installed b : ofhers. sub ecf to local jurisdiction, ct� Z y I I ✓ � �"' ;,�t zs review & opprovaL (min 7.3 ft 2 net vent area req d) cop # 8���` - a t•a�. � FOUNDATION NOTES IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIEDOWN SYSTEM DETAILS AND SPECIFICATIONS. THE DESIGNER OF THE BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS,. THE DESIGNER OF THE BUILDING PLANS SHALL . NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION. DESIGN AND THE CONSEQUENTIAL .. PER = FORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATED THERETO. NOTE:. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER-9B-72 i APPROVAL THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER HALF OF AN DA`i C L, GABLE DORMER CONSIRUC770M S/IE INSTALLED RIDGE VENT (T)P) REAR ELEVA 77ON BUILDING SITE INSTALLA77061 REQUIREMENTS " ATTENTION LOCAL INSPECTIONS DEPARTMENT- .The following items have not been completed by the building manufacturer, have not been inspected by the third.porty inspection agency and ore not certifieOf by the. state modular label - and /or certifi- .cotion. Code compliance for these items must be determined at the local Iemk 1) The completed foundation support system and tiedown and /or anchorage system. 2) Ramps, stairs and general access to the building. 3) Building drains, cleanou's and hook —ups to plumb - ing system, ond.finish plumbing. 4) Electrical service hook —up (including feeders and the main Electrical Panel). 5) Connection of electrical circuits crossing over modular-: mating lines (multi —wide units only). 6) Structural and aesthetic: interconnections between modules (multi —units only). 7) Installation of insulation at floor, ceiling and end— walls at mating lines (multi —wide units only). 8) Install R6.5.insulation. on all piping installed in unconditioned spaces. 9} Install Arestoppin at off module mate lines at the marriage wolf: eillng helght and at the floor system. 10) Crawl space light and switch 11) HVAC system crossover ducts, and HVAC systems* 12) Ridge vents must be installed in accordance with the vent. manufacturers instructions. 13) Storm Protection Panels Required For Glazed Openings Per FBC Section 1606.1.4. 14) Plon review. and inspection required by Chapter . 633 FS to be done -on —site by local firesafety inspector. * Heat Pump Cooling System Required Wth a SEER =. 12.0 (min). and Programmable Thermostat FRONT ELEVATION STATE OF FLORIDA. CODE: '2001 FBC WITH '03 AMEND. (INCLUDING JUNE :30, 2003 UPDATE), 2001 FPC WITH '03 AMEND:, 2001 FMC WITH '03 AMEND. AND 2002 NEC FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 8 PSF ROOF LIVE LOAD: 20 PSF ON TRUSS TOP ROOF DEAD LOAD: 6 PSF CHORD ATTIC LIVE LOAD: 0 PSF ATTIC DEAD LOAD: 10 PSF . MAX. WIND SPEED: 130 MPH, EXPB, Iw =1.0 (3 SEC. GUST; ENCLOSED BLDG) OCCUPANCY GROUP: SINGLE FAMILY DWELL. OCCUPANCY.R3 CONSTRUCTION TYPE: WOOD. FRAME TYPE A UNPROTECTED BUILDING CATEGORY: II (PER ASCE 7 -98) MEAN ROOF HEIGHT NOT TO EXCEED 15' ABOVE GRADE COMPONENT & CLADDING DESIGN LOADS: WALL ZONE 4: 39.9 PSF WALL ZONE 5: 49.2 PSF ROOF ZONE 1: 33.6 PSF ROOF ZONE.2: 71.0 PSF ROOF ZONE 3: 71.0 PSF OHNG ZONE 2: 71.0 PSF OHNG ZONE 3: 115.3 PSF Not to be located in coastal or flood plain areas or in HiGH VELOCITY HURRICANE ZONES ELEVATION NOTES. •.. Typical See cross section for method . of roof ventilation. 3ryS�# v r r Handicap ramp(s), ,Stair(s), and Handrails are site `' 1 ✓�� installed, designed: by others, and subject to local . �. jurisdict Ion 'review ' and approval. D Foundation enclosure (when rovided must have 1 Its tint P ) _. 'b square foot net vent area per 11150th .of the. floor o cep P�c";a d' orea and an 18'x24" minimum crawl space access, site installed b : ofhers. sub ecf to local jurisdiction, ct� Z y I I ✓ � �"' ;,�t zs review & opprovaL (min 7.3 ft 2 net vent area req d) cop # 8���` - a t•a�. � FOUNDATION NOTES IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIEDOWN SYSTEM DETAILS AND SPECIFICATIONS. THE DESIGNER OF THE BUILDING PLANS SHOULD BE CONTACTED TO OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS,. THE DESIGNER OF THE BUILDING PLANS SHALL . NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION. DESIGN AND THE CONSEQUENTIAL .. PER = FORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATED THERETO. NOTE:. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER-9B-72 RULES SHALL HAVE A CURRENT FLORIDA PRODUCT ' APPROVAL THIS STRUCTURE CANNOT BE LOCATED ON THE UPPER HALF OF AN DA`i "ISOLATED HILL, RIDGE' OR ESCARPMENT" WHICH SATISFIES ALL OF THE FOLLOWING: (i) HILL, RIDGE OR ESCARPMENT IS HIGHER THAN 30 FEET COI LAE IN EXPC LOCATIONS' AND 60 FEET IN EXPB LOCATIONS (ii) AVERAGE SLOPE OF, HILL EXCEEDS TEN' PERCENT SCE MO, =;CAI (iii) THE' HILL;: RIDGE OR ESCARPMENT HAS NO :OBSTRUCTIONS. TO WIND MOVEMENT BY "TOPOGRAPHIC FEATURES FOR. A DISTANCE FROM THE HIGH POINT OF THE HILL, RIDGE OR ESCARPMENT EQUAL TO 50 TIMES THE HEIGHT OF THE W HILL, RIDGE OR ESCARPMENT OR ONE MILE, WHICHEVER IS LESS LIGHT & VENT CHART FLOOR AREA SO. FT. LIGHT VENT . REQUIRED REQUIRED PROVIDED .PROVIDED 42' -0" 265.2 21.22 10.61 2" VTR 36' -0" 31' -2" 26' -10" 20' -0" 15' -4" 8' -3" 5' -6" THE FBC CODE REQUIRES THAT. ALL BUILDINGS LOCATED IN AREAS WITH WIND SPEEDS EQUAL- 5.51 IN 2X4 P.W. 6.14 KI TCHE•N * 1 , -4„ - LOCATED GREATER BUILDINGS IN AREAS WITH? WIND SPEEDS EQUAL TO 6.14 3aa MASTER BEDROOM 212.3 OR GREATER' THAN 1.10 MPH WHICH ARE WITHIN E ON 8.49 24.40 12.28 40" hun le . -MILE OF TMWITHOEITH AFOLLOWING: Q ^..:. 3040 3660 3040 .�i040 'PROVIDED R OF THE E L90 ART. -LIGHT AND MECH. VENT1LA17ON PRONDED `I). Z .... OFT. WITH AN MPACT LAZING STANDARDNG ASTM E1996 AND /OR ASTM E1886 R0\ o o /W O s (11) STORM PROTECTION WOOD STRUCTURAL All Exterior doors to be insulated (U =.52) except Sliding MASTER 80` _ - �j (I.E .. MIN. 7/16" OSB OR. PLY- M BA TH I " 1 1 /2 AV WOOD) WOOD) PRE TO FIT THE GLAZING OPENINGS WITH THE ATTACHMENT HARD-_ L B AELS: REVISIONS:: DRAWN BY: BATH I WARE PROVIDED. THE PROTECTIVE WIC SCALE:` t14'! = 1' -0" O PANELS MUST BE INSTALLED IN AC- . CORDANCE c 0 DINING ROOM ( o WITH THE FASTENING SCHEDULE MODEL : 'SANTA ROSH OI SHEET �+ KI TCHEN 2880 FOR WIN D SPE DSE NOT EXCEEDING 130 MPH: OR THE ATTACHMENTS MUST BE: " 1 1/2" AV 36 FIRST FLOOR PLAN f RF -28R DESIGNED TO RESIST THE COMPONENT AND CLADDING .LOADS SPECIFIED ON M p TABLE _1 606.28 ADJUSTED FOR HEIGHT e. 2x10 SPF /i SECOND FLOOR BEAM K' 2 -2X4 1 1/2" AV AND.EXP R L OSU 6. E PER TABLE 160 2D OWE SPF /3 STUDS . & 2 STRAPS EACH END. (Typ. - 3680 NOTE, THE STORM PROTECTIVE PANELS MAY . BE- stud to joist(s) (Fy-44 KSI) 3�80 3080 INTERIOR BRACING WALL - N " each hoU Ot mo�niage wolf openings unless SEE .SPECS ON DRAWING 8 1 -,1 /2 .VTR PROVIDED BY THE LOCAL CONTRACTOR OR INSTALLER RATHER THAN THE. BUILDING MANUFAC- CONSULTING ENGINEER (203) 261-1167 nofed otherwise.) TUBER: DD 2480 ° IN ADDITION. EXTERIOR., WINDOWS. AND DOORS : MUST : BE DESIGNED TO RESIST THE DESIGN WIND'LOADS _. CLOSET BELOW STAIRS 3280 VENT DRYER D SPECIFIED IN. ADJUSTED FORTH GHT ANDBEXPOSUREf PER TABLE. �;. 0 3080 TO OUTSIDE 1606:2D .OF THE FBC CODE. . ALL EXTERIOR WINDOWS AND GLASS. DOORS, MUST Tp - BE TESTED AND APPROVED BY AN APPROVED N 2 -1 1/2" x 9 1/4" MICROLAM GRADE 2.0 „ ,I�-3 4 Z, 14' -8" INDE N INDEPENDENT LABORATORY.AND BEAR `A 'LABEL'. INDICATING COMPLIANCE WITH AAMA /NWWDA. SECOND FLOOR BEAMS IN EACH HALF W/ 101/I.s.2 3 - 2x4 SPF #3 STUDS AND 2 STRAPS ACCESS DOOR 1/2" x 9 1/4" MICROLAM GRADE 1 1/2" AV EACH HALF AT MAR. WALL & 3 -2X6 SPF #2 . 2.0 SECOND FLOOR •BEAM EACH HALF STUDS AND 2 STRAPS EACH HALF AT ENDWALL�' W/2 - 2X4 SPF p3 STUDS 2 STRAPS EA. END IN EA, HALF SLOPED. CEILING BELOW STAIR 2480 2Y.6- ENDWALL CONST. (TYP) o MASTER BEDROOM 12 RSERS O 7 -318" DKV FRO.v. 2ND FcOOR 1N 2X6 W&L LIVING ROOM i� W /to" NMS TO 2nd aooR 3' -1 " ; 2480 . STAIRS AND HANDRAILS SITE INSTALLED, SUBJECT TO LOCAL BUILDING OFfICIAL APPROVAL ., SEE END WALL BRACING DETAIL DWG #8 4 RISERS 0 7 -3/8• SEE END WALL. BRACING " W /10' IMO TO -- UP IL DETAIL D DWG #8 PrATFORu INTERIOR 13RACING'.WALL - SEE SPECS ON DRAWING 8 CONCEAL PIPE WITH DROP CEILING CO COSMETIC ENCLOSURE " 3660 3660 3680 I.. V 0OWN 3660 3660 EGRESS „ 37 X37 PLATFORM DWV FROM 2NO FLOOR ,2X4 SIDEWALL'CONST. (TYP) . . i 31' -4" 28' -4" 18' -8" „ 4 -0 - FIRST FLOOR 'FRONT �� �. o� Q A ��a9 nYV *' GLUE /NAIL LAYERS OF MICROLAM IN EACH HALF TOGETHER W/1007. PVA GLUE Oct n ct ✓ AND 15 GA X 2 -1/2 STAPLES 6" O.C. HORIZONTALLY AND VERTICALLY RENEVED LIGHT & VENT CHART FLOOR AREA SO. FT. LIGHT VENT . REQUIRED REQUIRED PROVIDED .PROVIDED LIVING .ROOM 265.2 21.22 10.61 24.40 12.28 DINING ROOM. 137.7 11.01 5.51 12.20. 6.14 KI TCHE•N * 117.2 N/A 6.14 3aa MASTER BEDROOM 212.3 16.98 8.49 24.40 12.28 40" hun le 6.28 3.14 30" 27' Single hung 390 L90 ART. -LIGHT AND MECH. VENT1LA17ON PRONDED 34' 80' Door All Exterior doors to be insulated (U =.52) except Sliding 36' 80` Door Glass Doors andlor French Doors to have U =.70 max L B AELS: REVISIONS:: DRAWN BY: All Interior partitions 2x4 studs 0 I010.C. SPF # 3 SCALE:` t14'! = 1' -0" C.A.Leblanc WINDOW & DOOR SCHEDULE WIDTH HEIGHT TYPE LIGHT SO FT VENT SO FT 24" 60" Single hung 7.69 3.93 30" 60" hun 1 e 9.95 5.03 36" 60" hu Single 12.20 6.14 40" 60" hun le 13.71 6.87 NOTE.• All windows to be single hung w / insulated glazing 30" 40" hun le 6.28 3.14 30" 27' Single hung 390 L90 (U =.48 max, Kinro series 9750) 34' 80' Door All Exterior doors to be insulated (U =.52) except Sliding 36' 80` Door ,J in` x.71 / APR 02 2007 t F.rt Baia OC /J� PLANNING 1.3�P%I�IIIVi , t CITY OF CLEA0Vy6,.T AAA tp25 co PRECISION MODULAR NOTE.• All windows to be single hung w / insulated glazing 309 E. 4TH STREET All windows must comply with FBC Section 1005.4 OCIL.L.A; GEORGIA .31774 . (U =.48 max, Kinro series 9750) DATE. 07105104 All Exterior doors to be insulated (U =.52) except Sliding CODES : Glass Doors andlor French Doors to have U =.70 max L B AELS: REVISIONS:: DRAWN BY: All Interior partitions 2x4 studs 0 I010.C. SPF # 3 SCALE:` t14'! = 1' -0" C.A.Leblanc min. unless otherwise noted. MODEL : 'SANTA ROSH PLAN NO. SHEET All straps referenced on the floor plan are FIRST FLOOR PLAN f RF -28R 1 -1/2 x 26 GA steel with B -15 GA x 1" staples each end from ridge beam to stud and stud to edge olst(s) or from. header to stud and . edge 33.120CKWOOD LANE WILLIAM J. KALKER, JR., P.E. 06468 :..�. :01= stud to joist(s) (Fy-44 KSI) CONSULTING ENGINEER (203) 261-1167 LIGHT & VENT CHART FLOOR AREA SO. FT. LIGHT VENT REQUIRED REQUIRED PROVIDED PROVIDED HALL 121.0 9.8e 4.84 30" BEDROOM 2 206.7 9.95 5.03 4. 24.77 6 122.4.4 2 BEDROOM #3 219.7 17.58 8.79 24.76 1242 60" Single 13.71 6.87 30" 400, hung Single 6.28 3.14 30" 27" Single 3.90 1.90 34" 80" Door 36" 80" Door, WINDOW & DOOR SCHEDULE WIDTH HEIGHT TYPE LIGHT SO FT PENT SO FT 24" 60 Single 7.69 3.93 30" 60" Single . 9.95 5.03 36" on Single 1220 &14 40" 60" Single 13.71 6.87 30" 400, hung Single 6.28 3.14 30" 27" Single 3.90 1.90 34" 80" Door 36" 80" Door, KI IN v r� wv PLANNING EPA11-MEN) PRECISION MODULAR 309 E. 4TH STREET NOM All windows to be single hung wlinsulated glazing OCILLA, GEORGIA 31774 All . egress windows must comply . w f IRC Section R310 and N.C. Residential Code Section R310 (U -.48 max. Krnro : series 9750) DATE: 07 05 04 CODES. All Exterior doors to be insulated (U =.52J. LABELS REVISIONS: DRAWN BY: SCALE: C.A.Leblanc All inferior partitions 2x4 studs 0 16' I. C. SPF j 3 SNE PLAN N0. '. min. unless otherwise noted MODEL .SANTA. RDSA ; SECOND_ FLOOR PLAN PRE -2 8R All strays referenced an the Haar plan are 3 Q 1 -1/2 x 26 GA steel with 8 -15 GA x 1" staples 33 ROCKWOOD.LANE F each and from ridge beam to stud and stud WILLIAM J. KALKER; JR.s: P E. MONROE, CT 06468 � .` to edge joist(s) or from header to stud and CONSULTING ENGINEER (203) 261 -1167 stud to edge joist(s) 1852 Sq.' Ft. ® 3 watts /Sq. Ft. 5.56 KW $ Light switch - 2 -2Q AMP Applionce ciruits 300 KW Duplex Recept ' dry circuit 1.50 KW 12 . Range 13, no KW ?401/ Recept Clothes Dryer 5.20 KW QQ Thermostat Water Heater 5.50 KW DishWasher, 1.40 KW Smoke Detector W/Bottery Backup TOTAL 35.16 KW. WP Porch tight W/P First .10 KW 0 1002 10.00 KW Incandescent Light. Remainder. ® 409 (25.16)(4) = - 10.06 KW opera Assumed HVAC 20 90 KW 40 ,2P Exhaust !on w /Light TOTAL 40.96 KW ® Panel box . Exhaust fan Calculated Load for sevice size 40960 w1240 volts= 170.6 Amperes Fluorescent Light 900 AA/•P _carvirA cinnrinrrl JZW Range hood w/Exhoust Fan and Light ELECTRICAL CI CUI T SCHEDULE CIR DESCRIPAON COND. SIZE CU BRK. A 12 Veneral. Lighting 14 -2 w GND 15 34 ma Vance 12 -2 w GND 20 5 os er. 12 -2 w GND 20 opera 8 40 ,2P 78 1l5 I In _ wdGND 9 r r 10 -3 w GND 30 2 10 Both . 12 -2 w GND 20 130 12 Heater .10 -2. w GND 2P 13 General I m a 4 -2 w GND 15 16 Dishwasher o t 12 -2 w GND _20T 17 . Freezer o t 12 -2 w ,GND 20 1819 UenerOl - i ic tin _ . 14 -2 w .GND 15 5moll Applionce 12 -2 7W GND 20 *NOTE: ALL. BRANCH CIRCUITS SUPPLYING 15 AND 20 AMP OUTLETS IN BEDROOMS MUST BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 OF THE 2002 NEC. (CIRCUITS 1,2,7 &8 MUST BE PROTECTED BY AN ARC - FAULT TYPE CIRCUIT BREAKER) NOTE: HVAC SYSTEM TO BE SITE INSTALLED .AND DESIGNED BY OTHERS.. SUBJECT TO LOCAL - - -- - AV OUILLA V.2 urriwAL KLVILW 1iyV '. AND APPROVAL. \\ SECO.fVLJ FL UDR ELECTRICAL PLAN (SITE INSTALLED OPT. Dishwasher 1.4 KW 120V WP #16 Range Hood 7 100 GFM GF! # 7 50 CFM - FAN 3 3333 GFl 50 CFM 7 3 GFl 3 GR 3 GR ® 4 FAN 7 (09 WIC DINING ROOM 3 GFi lD cF� 10 GFI 7 7 GFl 200 AMP 120/240V 10 SUBPANEL -(� 3 7 KI TCHEN 7 7 I �F 7 4 WP GFl l 7 Range 13 KW 7 �7 \ @2s 0 V CKT \�t7t�v PL a 10 GFl . 7 7 \ o �,t 0 ! e.o th �. 4.GF1 to `� rr ^ � 3 } TO SW/TCH AT 1 Dryer 5.2 KW / @ 240 V # 9 7 1 TOP STAIRS 1 1 1 VENT DRYER � TO OUTSIDE 1 W/H Washer 1.5 KW a ^"s 6t�_ 50 GoI W H @ 120 V # 5�, d 1 5.5 KW 0 240 V CKT # 12 MASTER BEDROOM 1 1 LIVING ROOM OVERHEAD MAST DOUBLE 2x8 SYP / 2 EDGE JOIST GIRDER AT MATELINES TO HAVE SPLITS LIMITED TO 4" FASTEN INSIDE JOIST TO EACH TRANSVERSE JOIST W/7 —.131 'k3" NAILS. 70° NAIL 4" O.C. FASTEN DOUBLE.EDGE JOIST TOGETHER W /TWO ROWS AND HAVE ALL BUTT JOINTS TO FALL OVER PIERS (TYP. EACH FLOOR SHEATHING: 19132 Plywood sheathing perpendicular to joist w /next row .131 (TYP. SIDEWALLS AND MATELINE EACH HALF) MOD) SEE FOUNDATION PLAN FOR PIER staggered 0: 4' -0" (Sturdif/oor, Exp 1, 20" O.C.) T &G edges LOCATIONS. fastened w11001 PVA glue and 10d noils 6 "O.C. edges & field. 42' -0'. II II INSTALL -DBL 2x8 SYP. J2 JOISTS UNDER INTERIOR BRACING WALLS II FASTEN JOISTS TOGETHER W1. PVA GLUE AND .131."x3" NAILS 6-O.C. SEE FLOOR. PLAN DRAWING TO . VERIFY. LOCATIONS (TYP) . 0 II DBL .. 2x8 SYP #2. JOISTS UNDER ENDWALLS (TYP) . FASTEN TOGETHER W /.131 x3 NAILS 6 O.C. MIN. '48'.' INTO FLOOR SYSTEM AT ALL ENDWALLS (TYP. ALL MODULES.: ONLY SHOWN THIS ENDWALL FOR: CLARITY). N■I t I■Y��I I ■I■ ■ �:I�I�I rLUUK MAMIN& rLAN rnhUR!)1U1N MUD ULAE 309 E. 4TH STREET OCILLA, .GEORGIA 31774 DATE: 07105104 CODES: G LABELS: REVISIONS:. DRAWN BY: SCALE: rvTs C.A.Lebionc MODEL :SANTA ' ROSA. PLAN. NO. SHEET FIRST FLOOR FRAMING PRE= 28R.R. WILLIAM J. KALKER, JR. , P.E. 33 ROCKWOOD LANE J. OF 1 MONROE, CT 06468 CONSULTING ENGINEER (203) 261 -1167' 1 -112" Vh? 1 112 -.A V 1 112" AV 2" VTR 1- 112" V77? 1 -112" VTR r—1 /2 ";, 1 112" 1 1 12N 1 112r AV r 112' 1112- 2" " KITCHEN SiNx LAV �--". 7UB 1 -112 1 r/2 1 112„ LJ WASHER TO DW W LA WC 2 ". 1 r/2 1112„ 1 112„ 2" .4f0 1- 112" _,,_ 1'112r 3 1— 112„ wo 3„ D WV RISER NTS Change in direction in Schedule 40 t?WV —PVC. and ABS drainage piping shall be mode by the appropriate. use of 45 (0,786 rod) wyes, quarter be.7ds or long sweep quarter bends, one— sixth, one — eighth, one- sixtee.,7th bends, or by a combination of these. or equivalent fit- tings. Singe and double sanitary tees and quarter bends may be used in drainage lines only where the direction of flow is from the horizontal to the vertical. Short sweeps not less than 3 inches diameter may be used in soil and waste lines where the change in direction of flow is from the horizontal to the vertical and may be for making necessary offsets be— COMMODE tween the ceiling and the next floor above. f \ LAV ! �. I �" ,Shut —off valve within 3 feet / TUB / \ of water heater Hat :water line / / LAV # \ L_, 'mlln 314" Gold water line / > " J14 \ min. 314" 1 112- deep 24 Go, golvonized sheet steel:or min: 1116 ".thick Inlet --� high impact plastic safety pan. 112 / TUB 11211 j COMMODE „ 314" T & P line `shall discharge to LAV / the exterior of building or to on indirect waste receptor with, a visible � J14 / air gap (maybe on site by others) pan dro!n line shall extend . 1�2 / / I -. full size to the exterior of the \ \ / I/ 112 building and terminate 6 to 24 inches above. grade. \ SHOWER NOTES. \ / 1. ' Water heater. shall be provided with a cold water Dip" tube t Ind FLOOR with a hole at I the top or a :vvacum relief valve installed in .: \ the, cold water supply line, above the tap of the water heater \ CONTINUE TO tank; bottom fed woter. heaters sholl have a vacuum relief valve complying with ANSi Z21.22 installed 1st FLOOR 2. Water heaters shall be provided with a temperature and pressure \ relief valve complying. with ANSI 221.22, installed in the shell of CONTINUE TO \ the water heater tank The valm shack be actuated by the water 2nd . FLOOR 3141 KITCHEN in the tap s. inches of the. tank`ond shall hove a temperoture \ SINK HOSE BIBB W/ ►�°tP� rating dnf �'ther'tTankstrated1warknt�nd es pressure not. 1tv 3 whichever is less \ BACKFLOW PREUENTOR`�" '° g g p p �' J. Water heaters: shall be equipped with on energy.cutoff device, / \ 7 4 „ 0 tO that will, cut off the, supply of heot energy to the water tank. . 1 \ Jf�r,� before. the temperature of the water in the tank exceeds 2106 f. 1/2; ;tij= cROSSO1fER, J f2„ TYPICAL USA TER :ICE DETAIL J14 „ AV / -- COMMODE az s3r 1 � is u , X 11 APR 022007 WATER i 3 4 J14 = =Y?`� A��� �( LAV ��� ,,,,t� �tAi41�fNG DEI�A�lhh�N s - C NEATER -/ 3%4 \ \ i a .� �,IiYQFCLEARWlWATP 4 �g Vol 314,, I I/ 1st FLOOR WASHER t04 PRECISION MODULAR 309 E. 4TH STREET 112„ _ OCILLA, GEORGIA 31774 DATE: OZ os 0 WATER SUPPLY �aBE�s SUPPLY LINES REVISIONS: DRAWN BY: SCALE: tuns C.A.Leblanc NTS t:011) LINE MODEL: SANTA ROSA PLAN NO. SHEET "INLET ALL STUB UPS 1/2' MINIMUM HOT LINE PLUMBING PRE --28R: WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE 7 OF MONROE, CT 06468 CONSULTING ENGINEER . {203} 261 -1167 £NDWALL BRACING CONSIRUC770N Required each endwoll Overhang and wolf. sheathing INSTALL 1-1/2' "x 26 GA STEEL CONTINUOUS RIDGE VENT SITE INSTALLED » not shown for clarity STRAP V/6 -15 GA X 1-112' STAPLES EACH Install 1 -112. X 26 Go Steel Install, 2X� SPF blocking 1$ xa.C. and at aft " �' END FROM TRUSS TOP CHORD TO TRUSS Strop w%8 -15 Go X 1 Sto les sheathing. edges for min 4B from :endWall TOP CHORD (TYP EACH TRUSS 16 a:c._from blocking to blocking OVER ROOF SHTG) --IH INTERIOR ZONE�C� DE SCREWED £ND ZONE 12' o.c. below roaf,sheathing 00 00 Extend Roof Sfiig Beyond Trusses. AND B Fast. Roof Shtg To Tap Plate, Roof sheathing Outside Truss Top Chord. & Blocking w18d COY No! 1 4' O.C. ROOF SHEATHING (TYP) And PVA Glue A50) CUNIT 2X6 sYP 113 Fast. Top & Btm Plates To Each FASTEN TO EACH TRUSS W/5 -15 GA x 2 -1/2• Stud w14 -16d COY Nails {T)p) STA (TYP EACH HALF) Approved. Trusses (typ) Goble Wolf Site Installed w12x6 SPF 12 Studs. 16" O.C` & 2x6 16 SPF J3 Top And Bfm Plates . Per Approved Specs TRUSS.TOP CHORDS "�i Fast, Goble Woll Btm Plate to 2 -2x1Q Oists below w1 #8x4" DETAIL , A, Floor Subflooring Screws ° o: c. ' Installed Per Dwg 5 --- Install Wall Sheathing. And Ext- Finish On Gable Framing Per Secs On: Cross Section. Dwg Ceiling g rkat Shown; Site Installed) . Fasten dbl 2XIO fsf to top plate w/ SW screws 5 0. c. oescrewed lnstoll 2x10: SPF blocking Truss bottom lnstoll 1- 112" x 26 Go Steel TRUSS UPPER TOP CHORD 16" o.c for min 48" from endwall chord - Tpp . Strap w18 -15 00 x 1 staples . each end, 16 a. c. from outside INTERIOR ZONES AND 10' O.C. IN END ZONES " surface of dbl 2XI0 Joists to " INSTALL 1-1/2' x 26. GA STEEL SITE INSTALL #8X3' SCREW 16' D.C. IN - Fasten finish Ceiling to Cont. 112 " x 3 -112 bottom edge of b/dcking" (T)p)._ STRAP W/9 -15 GA X 1 -1/2' STAPLES EACH (TYP) blocking wlf&x2 screws. OSB or, Ply bearing strip . END FROM TRUSS TOP CHORD TO TRUSS 6" O.C. - TOP CHORD (TYP EACH TRUSS OVER SHTG) CUNT 2X4 SPF #3 FASTENED IO TRUSS 2X6 Endwall UPPER TOP CHORD W/ 5 -15 GA X 2 -1/2• 2 -2x6 SPF !Vote STAPLES EACH TRUSS..(TYP) CUNT 2X6 SPF 93 FASTENED TO TRUSS : ROOF SHTG LOWER TOP: CHORD WI 5 -15 GA X 2 -1/2'- STAPLES EACH TRUSS CTYP) TRUSS LOWER TOP CHORD + INTERIOR BRACING WALL CONS7RUC77ON- + Interior Bracing Wol! FASTEN 2nd FLOOR, SUBFLOORING SO TRUSS DIM CHORD /JOIST 2X6 SPF #2 COLLAR TIE ON ONE SIDE OF EACH TRUSS W /100 % PVA GLUE AND IOD COM NAIL: 6' O.C. EDGES AND 31 "O.C. FASTENED AS EACH END-WITH 6 -.131' X 3' NAILS FIELD DETAIL 'B' FLOOR SUBFLOORING INSTALLED PER FLOOR TRUSS.BOTTUM CHORD /JOIST- CONSTRUCTION DRAWING SPECS (TYP) 2X3 SPF 43 MIN SOP PLATE Wt CEILING FINISH (TYP) . BUTT JOINTS AT'C.L, BETWEEN STUDS AND (2X3).X 13' SPF #3 SPLICE BLOCK CENTERED ON EACH BUTT. JOINT AND INSTALL 118X4" SCREW 3' O.C. "INTO" FASTENED W/1007 PVA GLUE AND JOIST ABOVE (TYP) 4 -15 GA X 2 -1 /2' STA EACH SIDE TRUSS HINGED VERTICAL WEB MEMBER OF BUTT JOINT (TYP) SITE INSTALL - FASTEN EACH TRUSS HINGED VERTICAL WEB MEMBER TO CONT 2X4 BOTTOM PLATE WITH.3- 12D CUM. NAILS TOENAILED (TYP) 2X3 SPF #3 MIN STUDS 26` O.C. INSTALL 3/8' RATED SHEATHING ON BOTH SIDES" W/3 STUDS AT.EACH..END OF WALL "" OF WALL FRAMING FASTENED Wl15 GA X 1-1/2' STAPLES GLUE /NAILED TO EACH OTHER W! : 2 -112' O.C. EDGES AND 6' O.C,, FIELD W /2X "SPF' BLOCKING PVA GLUE AND 15 GA X 2 -1/2' BEHIND ALL HORIZONTAL SEAMS (TYP) STAPLES. 6' O,C. (TYP) CONT 2X4 SPF #3 BOTTOM PLATE FASTENED INTERIOR WALL FINISH ON EACH SIDE SITE INSTALL - INSTALL "A TRUSS TO SUBFL13DRING AND TRUSS JOIST BELOW WITH '�� FASTEN STUDS AT.EACN END OF WALL TO 2 -2X4 SPF #2 ANCHOR FROM THE TRUSS HINGED 10Q'l. PVA GLUE AND A #8X3' SCREW INTO EACH OF WALL NOT SHOWN FUR CLARITY STUDS IN SIDENALL AND MAR. WALL W / #$X4' SCREWS" VERTICAL WEB MEMBER TO THE TRUSS TRUSS BIM CHORD /JOIST (TYP) x TOESCREWED,3' X4 WHEN WALL PRESENT GLUE /NAILED 2 -2X4 STUDS TOGETHER WITH PVA GLUE BIM CHORD /JOIST WITH AN ALLOWABLE AND 15 GA X "2-112` STAPLES 6' D.C. (TYP) UPLIFT LOAD OF 500 LBS : (TYP EACH TRUSS) FLOOR SUBFLOORING INSTALLED PER FLUOR INSTALL, #8X4'. SCREW 3' O.C..INTO CONSTRUCTION DRAWING "SPECS "(TYP). JOISTS BELOW (TYP) FLOOR SUBFLOORING INSTALLED PER FLOOR TRUSS BOTTOM CHORD /JOIST 2X3 SPF #3 MIN BOTTOM PLATE CONSTRUCTION DRAWING SPECS tTYP> a DBL FLOOR JOISTS BELOW WALL - SEE FLOOR FRAMING PLAN. FOR SPECS. x INSTALL 2X4 SPF #3 SPLICE PLATE ON BOTTOM PLATE BUTT JOINTS - LOCATE THE BUTT JOINTS.AT C.L. BETWEEN THE TRUSSES AND INSTALL THE SPLICE PLATEiic�y(y�' :9 WITH A MINIMUM 6' LAP EACH SIDE AND 100% PVA GLUE, AND 5 -15 GA X 2-1/2' ' SITE INSTALL MIN 40 WIDE SUBFLOORING ACROSS MATE LINE STAPLES EACH SIDE OF BUTT JOINT (TYP) PER FLOOR CONSTRUCTION DRAWING SPECS AFTER STEEL STRAPS �t 1901 01 DI e AND CARRIAGE BOLTS INSTALLED (TYP) xz" C�a(Q ORIGINAL �� / INSTALL 1 -1/2' x 26 GA STEEL ! yne DETA IL iCi STRAP W18 -25 GA X 1 -3/4" STAPLES EACH jlr1�CI:II END FROM TRUSS BOTTOM CHORD TO TRUSS. FLOOR SUBFLOORING INSTALLED PER FLOOR BOTTOM CHORD (TYP EACH,TRUSS BELOW qa =,rra CONSTRUCTION DRAWING SPECS (TYP) SUBFLOORING> PLANNING DEPAkil APR 0 2 2007 CITY OF GtEARWATr TRUSS JOIST SITE INSTALL 1/2' DIA CARRIAGE BOLTS WITH j� PRECISION T T CTRUSS BOTTOM CHORD WASHERS L NUTS EACH END 32' U.C. -FILL ALL �Q �" O D ti:J AR GAPS AT MATE LINE WITH SOLID SPF SHIMS /BLOCKING P'4 3s�te BEFORE INSTALLING BOLTS (TYP) g " Gi e� Ot 309 E. 4TH STREET F {��9 '"� OCILLA GEORGIA 31774 . FASTEN FLOOR BEAM TO EACH TRUSS BOTTOM CHORD/ 1j5 INSTALL 1/2' THICK X 2 -1/2' JOIST W/9-131' X 3' NAILS (TYP EACH MODULE) COI' it DATE: 071051 04 WIDE CUNT. USB OR PLY BEARING STRIP ON NARRIAG£ VALL TOP CODES PLATES AS SMOWN (RENOVE 1/2' GYPSUM BDARD CEILING FINISH (TYP) REVISIONS:. " DRAWN BY. CEILING INT. FINISH FUR BEARING LABELS: STRIPS) SCALE:. N7S C.A.ieblcnc DETAIL 'D' MODEL: SANTA ROSA PLAN N0: SHEET - DETAtCS PRE 28RR. p . 35 ROCKWOOD LANE 8 OF -i WILLIAM J. KALKER, JR.. P,E. MONROE, CT 06468 CONSULTING ENGINEER " (203) 261-1167. R30 FIBERGLASS INSULATION W /KRAFTBACK ON BOTTOM OR R30 BLOWN INSULATION WITH POLYETHYLENE - (MAX. I PERM) - GENERAL NO CONTINUOUS RIDGE VENT. SITE INSTALLED VAPOR BARRIER ON BOTTOMj USE BAFFLES.AS REQUIRED AT .: ENDS OF COLLAR TIES TO MAINTAIN MINIMUM 1 INCH AIR Exterior joints ih the building envelope that are SOUfCES a PASSAGE FROM INSULATION TO ROOF SHEATHING (TYP) of eir leaka e.'' Such os: around windows and "door from ...Between ween wolf cavities .and windows or. door fromes SITE INSTALL #8X4' SCREWS TOE SCREWED 12' D.C. TRUSS DESIGN LOADS1 Between: wolfs and >foundotions - Bet we walls alls and roof/ IN INTERIOR ZONE AND 8• D.C. IN END ZONE 20 PSF` R ceiling and Between wall anels ;.:Openings at evert R13 FIBERGLASS BATT INSULATION ROOF LL ON TOP ' CHORD P . p at 10 PSF ROOF DL : ON TOP : CHORD of- utility services through: walls, floors 'and roofs; and all. A BETWEEN TRUSSES WITH KRAFTBACK Other SUCK OpenfigS :ln fhb building enve %pe shall be -' ON INSIDE MAINTAIN MINIMUM 1 INCH PSF ATTIC LL ON BTM CHORD'. 8 AIR PASSAGE FROM INSULATION TO . )K )K PSF ROOF DL ON BTM CHORD Caulked, gasketed Weather stripped Or Otherwise sealed ROOF SHEATHING (TYP) In an apprOVed manner. 8 3Kw SEE TRUSS DWG: FOR ADD.. SPECS Soffit vents and ridge vents equal to, 1 /150 of total. roof area (this factor may be reduced to 11300 when UPP DWG CC046001 & CC046701 vapor born& Of 1 perm Or less. is Installed In attic) . LISTED TRUSSES 16' D.C. EXCEPT DOUBLE (min 3.7 q. ft. net. vent air is, required w /vapor barrier.)` - TRUSSES. 16' D.C. IN END :ZONES, AT STAIRS AND AT DORMERS AS SHOWN.IN ROOF .FRAMING PLAN (FASTEN DEL TRUSS TOP CHORDS TOGETHER WITH 15 GA X 2-112' STAPLE 6' D.C.) k (TYP EACH HALF) 12 f 7/16' RATED SHEATHING.OSB, EXP1, INSTALL CONT.IX4 SPF BRACE AT fL OF TRUSS 24/16 MIN ROOF SHEATHING COLLAR TIE AS SHOWN - FASTEN BRACE R13 FIBERGLASS BATT INSULATION . TYP BETWEEN STUDS WITH KRAFTBACK I2 8' -0" TO EACH TRUSS WITH 2 -15 GA X 1 -3/4' STAPLES ON INSIDE (TYP) (TYP EACH TRUSS) CONT 2X10 SPF #3 FLOOR BEAM OR FLOOR BEAM OVER INSTALL TRUSS ANCHOR FROM A N OPENINGS PER FLOOR PLAN SPECS MP EACH HALF) ASPHALT SHINGLES - INSTALLED PER MANUFACTURERS` EACH INSTALL I/2 THICK X °2-1/2' TRUSS TO WALL STUD (NO BUTT JOINTS PERMITTED OVER OPENINGS. BELOW) INSTRUCTIONS .OVER ONE. LAYER OF. 15 #`FELT FOR OR HEADER WITH WIDE CDNT. OSB ❑R PLY BEARING ROOF PITCHES EXCEEDING` 4/ N '< 12 4/12.A ND TWO.LAYERS OF MIN 650# UPLIFT LOAD CAPACITY; STRIP ON PLATE LL AND MAR. 15# FELT FOR ROOF PITCHES LESS THAN AND EQUAL FASTEN 2-#8X4' SCREWS TO OED TOP.PLATE WALL TOP. PLATES (REMOVE TO 4/12 (WIND RESISTANT SHINGLES, CLASS A> WITH 2- #8X4' SCREWS TOED (TYP) CEILING INT, FINISH FOR BEARING BEARING STRIPS)(TYP) D _ GALV. STEEL EAVE DRIP EDGE 8 (TYP) rni 2X6.SYP #2 SUB - FASCIA (TYP) DEL TOP PLATE 2X4 SYP # OFFSET BUTT JOINTS 48' MIN INTERIOR CEILING FINISH VINYL.FASCIA AND VENTED SOFFIT INSTALLED WITH AND FASTEN TOGETHER WITH 112' GYPSUM .BOARD INSTALLED RELIEVERS FASTENED TO THE.SIDEWALL AND: 2X6 SUB- FASCIA 15 GA X 2 =1/2' STAPLES 4' D.C. R30 FIBERGLASS INSULATION W /KRAFTBACK.ON BOTTOM DR C PER MFG. SPECS (CLASS A)CTYP)' TRUSSES /JOISTS MUST FALL OVER 12' ^� R30 BLOWN INSULATIDN WITH POLYETHYLENE -(MAX. T PERM) IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS STUDS (TYP AT EXT, WALLS))Kw)K MAX 8 DEL 2X4 SPF #3 TOP PLATE - VAPOR BARRIER ON BOTTOM] USE BAFFLES AS REQUIRED AT OFFSET BUTT JOINTS 48' MIN SOFFITS TO MAINTAIN MINIMUM 1 INCH AIR PASSAGE FROM VINYL SIDING INSTALLED PER MANUFACTURERS INSTRUCTIDNS:OVER 3/8'• EXTERIOR WALL CONSTRUCTION INSULATION TO RO[.F SHEATHING (TYP) CTYP AT MATE LINES> RATED SHEATHING FASTENED WITH 15 GA- X..1 -1/2' STAPLE 2 -1%2' D.C. EDGES _ AND .6' O.C. FIELD ON. ENDWALLS &..5': D.C. EDGES.. AN 6' D.C. FIELD DN SIDEWALLS (TYP) AND UPLIFT. STRAPPING D S UCTURANINGS INTERIOR WALL FINISH ON ENDWALLS SHEATHING SHA PER THE APPROVED STRUCTURAL LL. EXTEND CONTINUOUSLY. FROM TOP OF TRUSS 1 -1/2' X 26 GA UPLIFT STRAP WITH °�•� 1/2' GYPSUM BOARD INSTALLED TOP. CHORD TO BOTTOM OF EDGE JDISTCS ):WITH 2X SPF BLOCKING BEHIND. . CONST. PACKAGE PER MFG. SPECS (CLASS C MIN) (TYP) B -15 GA X V STAPLES EACH END 16' D.C, ALL HORIZONTAL SEAMS O MAX AND AT OPENING2,PER THE 2- 2X8 SYP #2 EDGE JOIST ON.SIDEWALLS SHEATHING SHALL. EXTEND.CONTINUO R13 FIBERGLASS BAIT INSULATION MAR. WALL STUDS 2X4 SPF #3 APPROVED STRUCT, PACKAGE AND PER. OFFSET BUTT JOINTS 48' MIN USLY:FROM TOP OF BETWEEN STUDS WITH KRAFTBACK 16' O.C. MAX WITH STUDS AT OPENINGS FLOOR PLAN SPECS FPOM 2nd FLOOR BEAM (TYP ON SIDEWALLS) TOP PLATE TO BOTTOM PLATE .WITH ALL,EDGES:SUPPORTED BY:2XiSPF ON INSIDE (TYP)' BOCKING (TYP) PER FLOOR PLAN (TYP EA HALF) T❑ STUD AND STUD Tf! EDGE JOIST(S) (SEE FLOOR CONST. -DWG ` (TYP EACH HALF) FOR SPECS) 1 -1/2' X 26 GA UPL17 T STRAP 2X4 SYP #3 FINISH FLOORING INSTALLED OVER EXTERIOR WALL STUDS 2X4 .SPF. #2 MAX. .16' O.C. wX: WITH 8 -15 GA X 1' STAPLES EACH BOTTOM -PLATE. SUBFLOORING'(TYP) » T (SEE THE. APPROVED STRUCTURAL". PACKAGE FOR THE LOCATIONS AND WALL END 16' D.C, MAX. IN INTERIOR ZONE ' (TYP AT EXT. �-- �L3 D (l yp.' HEIGHTS WHICH WILL. REQUIRE CLOSER SPACINGS .AND /OR - DOUBLE STUDS) W/ DEL STRAPS 6' O.C. IN END WACLS)3i�31E1K ADD STUDS AS. REQUIRED: BELOW. TRUSSES ZONE AND STRAPS AT OPENINGS 2X4 SPF 413 BOTTOM PLATE FROM THE STUDS TO EDGE JOIST(S) 4 (TYP AT MATE LINES) .PER THE APPROVED STRUCTURAL V SEE FLOOR CONST. DRAWING FOR SUBFLOORING SPECS AND FLOOR CONST. SPECS : CONSTRUCTION PACKAGE (TYP ALL EXTERIOR WALLS) FASTEN EXTERIOR WALLS TO EDGE . MIMS) WITH #8X3' SCREW 10' O.C. ( TYP EACH.SIDEWALL AND ENDWALL): SEE FOUNDATION DRAWING FOR FOUNDATION, FOOTING AND PIER PRESSURE TREATED' MUD` SILL (TYP) ,.. •j SPECS CTYP).- .'.'• ORIGINAL 2X6 SYP #2. JOISTS 16. O.C. .MAX R19 FIBERGLASS BATT INSULATION WITH KRAFTBACK ON TOP (TYP) EIV - (SEE FLOOR CONST. -DWG FOR SPECS) AQ 2 -2X8 SYP #2'EDGE JOIST. W /SPLITS LIMITED TO 4' NNIIqG ���; I ' WITH BUTT JOINTS TO FALL OVER PIERS (TYP V EACH HALF AT MATE LINES) CITY OF C1 . TI=C° #. — SITE INSTALL 3/8' DIAMETER LAG SCREWSYeg79 Oda STAGGERED FROM SIDE TO SIDE AT 32 INCHES P� `� 1 IF 2nd FLOOR BEAM BEARS THE ..' a ON TOP PLATE OR STUD THE O.C., LAG. SCREWS MUST PENETRATE 2-1/2' BEARING INTO ADJACENT MODULEm`� ING STRIP MAY BE_ OMITTED, CFISS SECTION EXCEPT ON .ENDWALLS USE 2X6 SPF #2 ;. FRAMING IN LIEU OF LUMBER LISTED ABOVE' u /� PER THE .APPROVED STRUCT, PACKAGE NTS r 'li7J 4-to;�a, :nom -2X10 LUMBER FLOOR BEAM OR 1 -1/2' - - - n 1 THICK LVL FLOOR BEAM (TYP) FASTEN SHTG TO. EACH TRUSS WITHIN 3' OF RIDGE AND WITHINEttees PA `\ 3' OF GABLE END OF ROOF WITH !7t(+ 15 GA \\\ (TYP) X 1 -112' STAPLE 5' D.C. APP`fe Ridge C � zap, butt joint over columnA f 112 or min. 8 from opening \\� stud over marriage wall. FASTEN ROOF SHTG TO OUTSIDE DOUBLE TRUSS WITH 15 GA X 1 -1/2' \` 6" min. (Typ.) STAPLE 5' O,C. (TYP EACH ENDWALL) J Sta er joints 48° �C. PRE CISI ®l� MODULAR 1 (TYP j . - lumber or t K floor beam. 309 E. 4TH. STREET 2x10. SPF ,{3 splice plate fastened 0 oil Endwoll beam butt joints with 100x PEA glue " ATE: 71161 04 , and 3 -rows 15 Go.x2 112 staples 3 „ O.C.. _ (Spline plate may be used as bearing stiffener.) . CODES: U . F/7 FASTEN SHTG. 1 TRUSSES I 1 - W WITH 5 GA X -.1 1/2 STAPLES LABELS:..... REVISIONS: DRAWN BY: FASTEN SHTG TO EACH TRUSS . WITHIN 3' OF EAVE AND WITHIN 5' D.C. EDGES AND 6' D.C. FIELD CTYP UNLESS SCALE: NTS C.A.LeblanC LUMBER AND /OR LK 2nd FLOOR BEAM SPLICE DETAIL : 3' OF GABLE END OF ROOF WITH 15 GA x 1 -1/2' STAPLES S 13C. (TYP) Stdewall OTHERWISE NOTED) MODEL - :::SANTA ROSA PLAN No. ROOF SHEATHING DETAIL CROSS SECTION' PRE "28R FL ..SHEET. WILLIAM J..KALKER, JR., 33 ROCKWOOfSLANE P E. 33 ROC LA q OF + - ;COD 8. :CONSULTING ENGINEER (203) 261 -1167 JOIST TO MUD SILL SPACED I CONC. BLOCK BOND BEAM. AT (� BLOCK M GRADE VERTICAL #4 BAR IN FULLY (� MOD T T 10 INCHES O.C. ON ENDWALLS 5/8" DIA X 7" EMBED. A307 ANCHOR GROUTED CELLS TO STD HOOK P RE L! I S I O N V LAR AND 20 INCHES O.G. ON IN FOOTING SIDEWALLS (TYP) BOLT 20 INCHES O.C. ON . ENDWALLS AND 36 INCHES O.C. ON. SIDEWALLS LOCATE FOOTINGS , W /ONE BOLT WITHIN 12" OF THE END o 309E 4TH STREET VERTICAL #4 BAR IN FULLY OF EACH MUD SILL BOARD BELOW FROST LINE ` LL:A, GEORGIA 31774: OCI AND MIN. i2 BELOW FOOTING SPECS PER DATE: 7 10 04 GROUTED CELLS .TO STD HOOK CONC. BLOCK WALL ALONG SIDEWALLS • • FOUNDATION PLAN ABOVE L . IN FOOTING WITHIN 8 INCHES GRADE (TYP) CODES: AND ENDWALLS (TYP) 24" OF EACH SIMPSON HPAHD LABELS: REVISIONS.. DRAWN BY.. ANCHOR AND 48 INCHES O.C. BETWEEN THE ANCHORS (TYP) , SCALE: ws .Alebianc ,C ANCHOR DETAIL SECTION »A„ PIER TYPE "p" - MODEL : SANTA ROSH o• SHEET CRAWL SPACE FOUNDATION PRE 28R P L: NTS NTS NTS z3 RocKwoo� LANE WILLIAM J. KALKER, JR.. P.E. 33 ROC . CT D LAN OF CONSULTING ENGINEER. (203).2611167