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FLD2015-08030
R FLD2015"08030 23837 US HIGHWAY 19 N Date Received: 8/3/20151:40:32 PM Gilbert Janne-11i ZONING DISTRICT: Commercial LAND USE: Commercial Limited ATLAS PAGE: 264A PLANNER OF RECORD: MHB PLANNER: Melissa Hauck -Baker, Planner II 23837 US HIGHWAY 19 LGbe 15-08030 0 melli Int o' C ear�vater mercial Fl Atlas #: 264A i ri Attached Dwellings, NJ'ix`ed=uses.- .___� des IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $1,205 PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHONE NUMBER: cJ 4 S. e=z `T' 11.4 1-n u z -39 EMAIL: I C 4DL. t.0 -W1 - AGENT OR REPRESENTATIVE: MAILING ADDRESS: PHONE NUMBER: EMAIL: ADDRESS OF SUBJECT PROPERTY: 31 (3,S' tAWH t ` t-�1yp'1H CL PARCEL NUMBER(S): LEGAL DESCRIPTION PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the requeA (include all requested code flexibility, e.g., reduction in required number of parking spaces, height, setbacks, lot size, lot width, specific use, etc.): �a1h� ' itvJ C RIAtEli 1A- a cyl,�► `� V�� C -- P -25 I I "My �GL 16 610C.T NIIPS 7d LAA T0046-21 i' oe► 4.5� PtL oa �, '°T �3G S� 1.,L M 22f Ir1gA4,-E —5 9, '34 ' � E I CO f l -T(A � v 11,7 -W- P V. S. -Tpct- S. 03 -_-q 4 S9L-. Z-54 Fere � I - ce- Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 8 Revised 01112 LL ° C arwater Planning &Development Department Flexible Development Application Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. ZONING DISTRICT: FUTURE .LA140- E PLAM DESIGNATIM.G V EXISTING USE (currently existing on site): `L_ 2, PROPOSED USE (new use, if any; plus existing, if to remain): C, -I- SITE AREA: 6j 7 sq. ft. `� acres GROSS FLOOR AREA (total square footage of all buildings): Existing: sq. ft. Proposed:] « sq. ft. F Maximum Allowable: sq. ft. GROSS FLOOR AREA (total square footage devoted to each use, if there will be multiple uses): First use: 31Db'(" sq. ft. Second use: sq. ft. Third use: sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: • ©�i'j Proposed: Maximum Allowable: BUILDING COVERAGE/FOOTPRINT (15` floor square footage of all buildings): Existing: �l CYUP sq. ft. 2 % of site) Proposed: sq. ft. ( % of site) Maximum Permitted: sq. ft. ( % of site) GREEN SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter buffer): Existing: �4P Z I sq. ft. ( r [> % of site) Proposed: �� sq. ft. ( l D % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: 3 7 4X 3 sq. ft. (_l_ % of site) Proposed: ?J6E3 sq. ft. ( ,-I LA % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-5624567; Fax: 727-562-4865 Page 2 of 8 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the total square footage of entire site): Existing:-�j �T73 �� 3to�1� 45 141-0 g27 Proposed: i (O,-1 v 'F� y s 50 Maximum Permitted: DENSITY (units, rooms or beds per acre): BUILDING HEIGHT: Existing: i''Ao poftI2k hL Existing: Proposed: a"NAM_ Proposed: Maximum Permitted: C V_A* Ob0'_C_ Maximum Permitted: OFF-STREET PARKING: Existing: Proposed: Minimum Required: WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ U ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: QM 1l -f vn 5_40' South: East: West: I li STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to aLnd subscribed before me thif-_;CJn q- day of representations made in this application are true and f to me and/or by accurate to the best of my knowledge and authorize r City representatives to visit and photograph the who is personalltiknownJias property described in this application. produced 1A / as identification. of property owner or representative Notary public, My commission expires: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 VICTORIA A. KIJEHNE MY COMMISSION i FF 033587 * * EXPIRES: July 4, 2017 al44, Mde Bonded Thru Budget Notary Services Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 8 Revised 01/12 LL ° Planning & Development Departmentarwater Flexible Development Application Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT (FLD) APPLICATION, ALL FLD APPLICATIONS SHALL INCLUDE A SITE PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS: r" Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide these responses. Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application General Applicability Criteria sheet shall be used to provide these responses, A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, Lk"dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right(s)-of-way within and adjacent to the site. 145 If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. ® If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other similar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. ® A site plan prepared by a professional architect, engineer or landscape architect drawn to a minimum scale of one inch equals 50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information: NIndex sheet of the same size shall be included with individual sheet numbers referenced thereon. ®North arrow, scale, location map and date prepared. Identification of the boundaries of phases, if development is proposed to be constructed in phases. ®Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. KLocation, footprint and size of all existing and proposed buildings and structures on the site. Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site, with proposed points of access. nLocation of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and seawalls and any proposed utility easements. Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit. ® Location of solid waste collection facilities, required screening and provisions for accessibility for collection. Location of off-street loading area, if required by Section 3-1406. 9W ©All adjacent rights) -of -way, with indication of centerline and width, paved width, existing median cuts and intersections and bus shelters. Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks, structural overhangs and building separations. NBuilding or structure elevation drawings that depict the proposed building height and building materials. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tei: 727-562-4567; Fax 727-562-4865 Page 4 of 8 Revised 01/12 NQ]Typical floor plans, including floor plans for each floor of any parking garage. Demolition plan. Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally sensitive areas. Rf a deviation from the parking standards is requested that is greater than 50% (excluding those standards where the difference between the top and bottom of the range is one parking space), then a parking demand study will need to be provided. The findings of the study will be used in determining whether or not deviations to the parking standards are approved. Please see the adopted Parking Demand Study Guidelines for further information. ®A tree survey showing the location, DBH and species of all existing trees with a DBH of four inches or more, and identifying those trees proposed to be removed, if any. rVIA tree inventory, prepared by a certified arborist, of all trees four inches DBH or more that reflects the size, canopy, and condition of such trees may be required if deemed applicable by staff. Check with staff. ❑A Traffic Impact Study shall be required for all proposed developments if the total generated net new trips meet one or more of the following conditions: ■ Proposal is expected to generate 100 or more new trips in any given hour (directional trips, inbound or outbound on the abutting streets) and/or 1,000 or more new trips per day; or ■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive Plan to unacceptable levels; or ■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided by the City of Clearwater Police Department; or ■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review process. Examples include developments that are expected to negatively impact a constrained roadway or developments with unknown trip generation and/or other unknown factors. ®A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if not otherwise required in conjunction with the application for development approval: ©Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names. V1Existing trees on-site and immediately adjacent to the site, by species, size and location, including drip line. lelInterior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and vehicular use areas. ®Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences, pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines, sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features that may influence the proposed landscape. FMLocation of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape islands and curbing. Drainage and retention areas, including swales, side slopes and bottom elevations. nDelineation and dimensions of all required perimeter landscaped buffers including sight triangles, if any. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 8 Revised 01/12 LL Cie arwater Planning &Development Department Flexible Development Application General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION 1S BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL. .1. . The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 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. `rt iT "M �, i `�'S r4� �►JJ cels o 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. !S:A KhY-�T-L-%-A -PW� % ASVV3kQN3 \)SAnZ-: 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. \J 1-,n\K 5 `V?AJPQ'- &M n V C" A,2 -r-- Atr.� 1 Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 6 of 8 Revised 01112 0 Planning & Development Department }C earwater Flexible Development Application Flexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APPLICABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S) BEING REQUESTED AS SET FORTH IN THE ZONING DISTRICT(S) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL (USE SEPARATE SHEETS AS NECESSARY). 1. iA,s u r1Lvve r 4A:, 2. \ ! "CIS ►YJtj- 6� T Cvc 4. vis` t�C4 16bvp 5. 6. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/12 DF -2.O 1 b Vs v10L? LDW 013-- "-Iv- h"t-r- -1 . 2. \ ! "CIS ►YJtj- 6� T Cvc 4. vis` t�C4 16bvp 5. 6. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 7 of 8 Revised 01/12 o_Planning & Development D epartment�'earwa+er __AFlexible Development Application fo Authorize Agent/Representative 1. Provide names of all property owners on deed —PRINT full names: C,A �T3 > G-WAAA--�,L,C_ i 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property: 239 0.c-,>, V)U-40w,� 0 1 C--,.LQ ► hok 3. That this property constitutes the property for which a request for (describe request): 4. That the undersigned UW/have) appointed and do /do) appoint: C iee V , 1 TF�4 k-) k%,. 1 as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Property Owner BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY T`Hv E jLlA1WS OF THE STATE OF FLORIDA, ON T H I DAY OR LlJr_7 , L PERSONALLY APPEARED WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS 'ONT TS F THE AFFIDAVIT THAT HE/SHE SIGNED. *9f%Ar � %tt, VK:' MRU A. KUEMNE * * MY COMMISSION t FF 033587 EXPIRES: July4, 2017 m,�,toict�`O� Bonded TAroBudoNduyServkes Notary Pu lic , ignature Notary Seal/Stamp My Commission Expires: �0 Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 8 of 8 Revised 01/12 p °easter Planning & Development Department -- Comprehensive Landscaping Application U IT IS INCUMBENT UPON THE APPLICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION. ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD, IF NECESSARY, WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHONE NUMBER: EMAIL: AGENT OR REPRESENTAT E: MAILING AD ESS: ONE N MBER: COPA ADDRESS OF SU JECT PR PERTY: CA DESCRIPTION OF REQUEST ---V= Specifically identify the request (include all requested code flexibility; h e.g., reduction in required number of _5:_d parking spaces, height, setbacks, lot size, lot width, specific use, etc.): STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this(---r)Yl1/l day of representations made in this application are true and accurate to the best of my knowledge and authorize to me and/or by City representatives to visit and photograph the who is personally known has property described in this application. roduc p fi5d -1 , , I-, as identification. Signature of property owner or representative — Notary public, - � My commission expires: 14. 1,/l " u Planning & Development Department, 100 S. Myrtle Avenue, ter 62-4567; Fax: 727-562-4865 Page 1 of 2 1(t• MMA 1017 Revised 01/12 LL Planning &Development Department ClearwaterComprehensive Landscaping Application Flexibility Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA EXPLAINING. HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAL. 1. Architectural Theme: a. The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. y 13 SIA A -1r A-e� 9LA �G A't S /4 -401 1? a �" D G"� / 3k 4-- UU-6 Cz -A-4-t &A/4 '%tfCkE W/GL �:LIZ4_5 3-4W ED DO CgUAL.14 Gef- 4dN 4AIP f.�/U4,5lf/''- OR R 1 41&D b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscaping program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. Lighting. Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the lighting is turned off when the business is closed. Air`/ ,L A nI 5 c R,rp I G -� N G W I t_ L. i# C 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. /+N 71 °160pe4- I AJ Ar qO�a"Y2A - �,% C y 2 e -o f W -OG 4. Property Values. The landscape treafinent proposed in the Comprehensive Landscaping program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. Af T Z.-ItL Ao L a, * 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the omprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 2 Revised 01112 0" Planning & Development Department } earwater - - _v Comprehensive Landscaping Application Flexibility Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE FIVE (5) FLEXIBILITY CRITERIA EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE LANDSCAPING PROPOSAL. 1. Architectural Theme: a. The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscaping program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. D2. ighting. Any lighting proposed as a part of a Comprehensive Landscaping program is automatically controlled so that the lighting is turned off when the business is closed. �3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the !community character of the City of Clearwater. 4. Property Values. The landscape treatment proposed in the Comprehensive Landscaping program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. CpecialArea or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is onsistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 2.0 Revised 01112 Comprehensive Landscaping Application Par! One: Remove: Approximately 15 substandard unhealthy Sabal Palms Remove: All Brazillian Pepper, China Berry, Carrotwood, Cherry Laurel, and any existing Invasive plant in south west corner of property Remove: Small Laurel Oaks to sustaine health to large oak Trim: Live Oaks and Laurel Oaks along west perimeter of property LE - Oaks: Structural trimmimg / Deadwood, intersecting & Hazardous Limb Removal, with some weight reduction (As Needed) Palms According to Standards Comprehensive Landscaping Application Part Two: Front of Building Around Patio Area: Remove All Existing Vegetation Replace with Landscape Plants (Corton Mammies - Virigated Arbacoca - Indian Hawthorn) In Raised Bed an Assortment of Perenials & Knock Out Roses Front Center Sign Area: Two Sylvester Palms Drive Thru Bed Area: Install Row of Indian Hawthorn After Removal of Old Vegetation, Solis will be amended and P.H Levels will be checked Existing Irrigation will be INspected, Repaired & Made Efficient by a Licensed Contractor rlul lad PU1lUILS t,Vue Viulne r nttp:/Itlonciabulldmg.orj?jpr/pr app_dtt.asp)?param7=wGEVXQWtDgS... FL # FL15103 Application Type New Code Version 2010 Application Status Approved Comments 2004 Archived —' Product Manufacturer OLDCASTLE BUILDING ENVELOPE Address/Phone/Email 8655 ELM FAIR BLVD TAS 202 TAMPA, FL 33610 TAS 203 (800)869-4567 KSLAYSOOLDCASTLEBE.COM Authorized Signature KATHY BLAYS KB LAYS O 0 LDCASTLEB E.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category =PanelWallsSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Joshua Royce the Evaluatlon Report Florida License PE -68180 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Rene J.Qulroga, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15103 PO COI Certificate of Indeoendence.odf 1'IMI: ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 of3 7/21/2015 9:33'AM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBG Approval Date Approved Summary of Products http://tiondabi,niding.or_Wpr/pr app_dtl.aspxtparam—wutvAgwiugs... Method 1 Option D 12/26/2011 06/20/2012 06/24/2012 08/07/2012 Badt Next Contact Us :: 1940 North Monroe Street. TillijbitAM-FL 22299 Phone, 850-487.1824. The State of Florida Is an AA/m employer. Copyright2NIZ-2013 State of Fforida.:; Privacy Statement :: At[essibirM Statement :; Reftmd -Statement Under Florida law, emall addresses are pubUc records. F you do not want youre-mall aWress released in response to a public -records request, do not send electronicmall to this entity. Instead, contact the office by phone or by tradr onal mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sectlon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided maybe used for official communication with the lkensee. However emall addresses are public record. If you do not wish to 2 of 3 7/21/2015 9:33 AM FL # Model, Number or Name Description 15103.1 Series 3000 Thermal Multiplane Series 3000 Thermal Multiplane Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS103 RO II 1003 4D.p„d_f Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE 68180 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Maximum overall tested -size of 179" wide x FLIS103 RO Arz 100364rev1.Ddf 98-1/8" high. System may be installed to unlimited widths Created by Independent Third Party: Yes provided the maximum bay size does not exceed 45" wide. 15103.2 Series FG -5000 Series FG -5000 SGP Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1,15103 RO II 1003650.Ddf Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE 68180 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: +60/-70 Evaluation Reports Other: Maximum overall tested size of 182-1/2" wide by FL15103-RO—AE 100365.odf 120" high. System may be installed to unlimited widths FL15103 RO AE _11062402.ndf provided the maximum bay size does not exceed 60" wide. Created by Independent Third Party: Yes 15103.3 i Series FG -5100 Series FG -5100 SGP Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15ID3 RO n 100366D.Ddf Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE 68180 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Maximum overall tested size of 182-1/2" wide by FLIS103 RO AE 100366.odf 120" high. System may be installed to unlimited widths FLIS103 RO Air 11062402.odf provided the maximum bay size does not exceed 60" wide. Created by Independent Third Party: Yes 15103.4 Series FG -5100 T Series FG -5100 T Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15103 RO II 100367D.P Approved for use outside HVHZ: Yes Verified By: Joshua Royce PE 68180 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: Maximum overall tested size of 182-1/2" wide by FL15103 RO AE 100367—o 120" high. System may be installed to unlimited widths FL15103 RO AE 11032505.Dd4 provided the maximum bay size does not exceed 60" wide. Created by Independent Third Party: Yes Badt Next Contact Us :: 1940 North Monroe Street. TillijbitAM-FL 22299 Phone, 850-487.1824. The State of Florida Is an AA/m employer. Copyright2NIZ-2013 State of Fforida.:; Privacy Statement :: At[essibirM Statement :; Reftmd -Statement Under Florida law, emall addresses are pubUc records. F you do not want youre-mall aWress released in response to a public -records request, do not send electronicmall to this entity. Instead, contact the office by phone or by tradr onal mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sectlon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided maybe used for official communication with the lkensee. However emall addresses are public record. If you do not wish to 2 of 3 7/21/2015 9:33 AM Engineering Evaluation Report Joshua Royce, P.E. 3 Indian Springs Rd Report: 100365 Red Lion, PA 17356 Manufacturer: Oldcastle BuildingEnvelope 803 Airport Road Terrell, TX 75160 Product: Series FG -5000 SGP Storefront System Description of Product: The frame is constructed of 6063-T6 aluminum. The corners were straight cut, butted, sealed and mechanically fastened using three #14 x 1" SMS through the jambs into the head, sill and horizontal members. A FP -8 steel reinforcement was utilized in intermediate vertical mullions. Submitted Technical Documentation: 1. Test Report 88723.01-401-18 dated 04/22/2009, signed and sealed by Joseph Reed (PE 58920) of Architectural Testing, Inc. located in Tampa, FL. TAS 201-94: Passed Large Missile Impact TAS 202-94: Design Pressure: +60.0% 70.0 psf Air Infiltration: 6.24 psf Water Infiltration: 15.0 psf TAS 203-94: Design Pressure: +60.0 /- 70.0 psf 2. Plastic gaskets provided by Tremco, Inc. tested at Excel Polymers, LLC (accredited by A2LA certificate No. 0121-01) test report #73704 dated 02/09/11. ASTM C864: Passed 3. - Installation drawing report 100365D signed and sealed by Joshua Royce, P.E. 4. Anchor calculation report 100365A signed and sealed by Joshua Royce, P.E. 5. Quality Assurance supplied by Architectural Testing, Inc. located in York, PA. Joshua Royce, P.E. Date: 12/20/2011 Page 1 of 2 Engineering Evaluation Report Report: 100365 Joshua Royce, P.E. 3 Indian Springs Rd Red Lion, PA 17356 Limitations of Use: 1. Maximum product design pressure of +60.0% 70.0 psf. 2. Maximum bay size of 60" wide by 120" high. Product may be installed to an infinite horizontal width provided the bay size does not exceed the 60" tested width. 3. Maximum daylight opening: 57-1/2" wide by 96" high (bottom lite) 57-1/2" wide by 16-1/2" high (top lite) 4. Maximum overall tested size of 182-1/2" wide by 120" high. 5. Rated for use in the High Velocity Hurricane Zone (HVHZ). 6. Product is impact resistant and will not require the use of an impact protection system if installed in the Wind Borne Debris Region. 7. Glazing must comply with ASTM E1300. The tested glazing consisted of 9-16 laminated glass consisting of 1/4" heat strengthened glass – 0.090" SentryGlas® Plus PVB – 1/4" heat strengthened glass at the interior. 8. Glazing – Dry glazed system using glazing gaskets. The exterior uses push -in gasket FG - 1133 and interior has preset gasket FG -5948 (typical). A 9/16" glazing bite was utilized on all glass. See glazing detail included in drawing package 100365D for further details. 9. Units must be installed as per the installation documented in drawing 100365D. 10. The installation details described herein are generic and may not reflect actual conditions for a specific site. If site conditions cause the installation to deviate from the requirements detailed herein, a licensed engineer or architect shall prepare site specific documents for use with this document Compliance: The above listed products have been shown to demonstrate compliance with the 2007 and 2010 Florida Building Code and with the Florida Department of Community Affairs for Statewide Product Approval as per Rule 9N-3.005 method 1(d). Certificate of Independence: In accordance with Rule 9N-3.009, I do not have, nor do I ever intend to acquire, any financial interest in any manufacturing company associated with this evaluation report. I also do not have any financial interest in the manufacturing company or any company associated with the manufacturing company. E N j+ :?L? moi * No. 68186 * 70 * i 1TpR 0 F:_� t SecumElectronic Seal For Electronic Snbmissions Joshua Royce, P.E. Date: 12/20/2011 Kg�— Page 2 of 2 Florida Building Code Online Page 1 of 2 FL # FL15319 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratt by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Small Category Subcategory Compliance Method Certification Agency validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method 01 OLDCASTLE BUILDING ENVELOPE 8655 ELM FAIR BLVD TAMPA, FL 33610 (800) 869-4567 KBLAYS@ 0 LDCASTLEBE. CO M KATHY BLAYS KBLAYS@ O LDCASTLEBE. CO M Ext ,rlor Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Joshua M Royce, PE 9-1 Validation Checklist - Hardcopy Received Standard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/21/2015 Florida Building Code Online Page 2 of 2 Date Submitted 03/12/2012 Date Validated 06/21/2012 Date Pending FBC Approval Date Approved 06/25/2012 Summary of Products FL # Modelr Number or Name Description 15319.1 MSD -375 MEDIUM STILE MSD -375 MEDIUM STILE 8'0" OUTSWING GLAZED OUTSWING GLAZED ALUMINUM ALUMINUM ENTRANCE DOORS WITH AND/OR WITHOUT ENTRANCE DOOR TRANSOM Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS319 RO C CAC i1 20610 375 DOORS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date impact Resistant: Yes 02/17/2015 Design Pressure: +70/-80 Installation Instructions Other. FLi5319 RO II 11120610-375 DOORS. pd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back FNR The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibllhv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not sei electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuan Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a llcensa Chapter 455, F.S., please dick ill:IE.. Product Approval Accepts: Credi ar�i �AFE hos://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDotT48572gvdWL.. 7/21/2015 OLDCASTLE BUILDINGENVELOPE SERIES FG -5000 STOREFRONT SYSTEM -- DRY GLAZED INFINITE FRAME WIDTH NOTE 1: D.L.O. - DAYUTE OPENING NOTE 2: GLASS SIZE = O.L.O. + 1 1/8' D.L.O. D.L.O. 84" MAX. O.LO. SEE CHART SHEET 5 SEE CHART SHEET 5 DOOR OPENING NOTE, USE JAMB 2 DDDR APPROVAL FOR REINFORCEMENT SEE CHART SHEET 5 DOOR RATING AND DETAILS IF NO JAMB � ANCHORS. SE SEE SEPARATE OBE E \ 2 I 11 I f I I I I I I 11' I I I CHART ON SHT. 5. 0 s / 3 � N w � / JAMB ANCHORS U O TYPE A, B. OR C. N SEE CHART SHEET W 6 FOR ALLOWABLE �n LOADS 2 2 F---�t 9-- 2�I I / I I• \ I 1 / / �� 0 w ' 1 JAMB CONDITION w N SEE CHART SHEET MULLION \ / I 6 FOR ALLOWABLE REINFORCING I I \ I I / 1 PER CHARTS LOADS 4 F— —\ ANCHORS TYPE A, B. -� —mw ` OR C. SEE CHART SHEETS 6 FOR ALLOWABLE LOADS I MAX. MULL SPACING SEE CHARTS ON SERIES FG --5000 STOREFRONT SYSTEM SHEET 5 THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS )JUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS. 13Y OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - NCHORS SHALL BE AS LISTED AND SHOWN ON THE DETAILS. :HINT EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND 1 DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 338 INCREASE IN ALLOWABLE STRESS IS NOT USED IN THE DESIGN OF THIS SYSTE)L ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED ANCHORS TYPE A. B. OR C SEE CHART SHEET 6_FOR ALLOWABLE LOADS IAICTDI I1'TInAlc. / ANCHORS TYPE A, B, OR C. SEE CHART SHEET 7 FOR ALLOWABLE LOADS NOTE: SEE CHART ON SHEET 4 FOR CWJNG OPTIONS AND LIMITATIONS TESTED DESIGN USE CKAKM AS tULLVWS. STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED SEE SHEET 4-6 ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2: SEE CHART ON SHEET 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATK#L STEP 3: CHECK MULLION AND JAMB CAPACITY FOR GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS S. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 6 SELECT ANCHOR STEP 4: OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1N STEP T ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 STEP 5: AND 4 SHALL APPLY TO ENTIRE SYSTEM. / ANCHORS TYPE A, B, OR C. SEE CHART SHEET 7 FOR ALLOWABLE LOADS NOTE: SEE CHART ON SHEET 4 FOR CWJNG OPTIONS AND LIMITATIONS TESTED DESIGN IMPACT RATING PRESSURE RATING SEE SHEET 4-6 LARGE MISSILE NOTE: THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONS TO DEVIATE FRO)L THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT S14ALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. a,�aA�upM. �O�W'4a Na 88180 ? STATE OF yip 'nip 'A1011iVe(�=J �s�h/��paa���d4 Sa¢re I:latronk Stil Farliltctronle Sn6nlldwi lei. ITEM DESCRIPTION Q FS -54 — JID X 3 4'PHILLIPS FLT HD MCH SCW FG -5948 INTERIOR GASKET O FG -1133 GASKET Q FS -8 114 X i° HEX HO SLOTTED 8 POINT SCREW (9 #10 X 2° PPH STEEL ATTACHMENT SCREW 33 6 FG-5000-FP8 STEEL REINFORCMENT is FG -5000 -FP -10 SILL ENO DAM ® FG -5196 POCKET FILLER R 19 (D FG -5205 SILL PAN IB t2 FG -5180 SILL FLASHING 30 2 13 FG -5201 JAMB s fwglN. CAA!P FG-5193IA)W0N 19 17 28 42 ® DOW CORNING 995 STRUCTURAL SEALANT ® DOW CORNING 795 PERIMETER SEALANT >Q 4 4 ® FG -2186 VINYL FILLER O -3 l� 3/8 -- 16 X 2" TYPE 'F' FLAT HEAD 3 C �a 4 ® r a � .. OR m rsd 3 15 15 3 4 17 30 4 30 I9. 19 2 22 22 � 31 13 w (n 30 30 M 22 31 b .�, (3-0)—\12 w U o cr N �o x 34 33 33 34 0 c� a� ILL � FG -5000 JMR 12izoiu 1003650 2 ITEM DESCRIPTION OO FC -5199 SETTING BLOCK ® FG -5948 INTERIOR GASKET O FG -1133 GASKET 1 ° t3 SM -5601 JOINT TAPE 15 is FG-5000—FP10 SILL END DAM 22 16 22 FG -5113 CHANNEL FILLER 0 HEAD & SILL M-5204 SILLA]EADFG-5190 SILL GihSS STOP FG -5180 SILL FLASHING —5FG-5202 i HORIZONTAL DOW CORNING 995 STRUCTURAL���7 32 O DOW CORNING 795 PERIMETER SEALANT 20 31 FC -5192 SETTING CHAIR 9 3 "— K Yl Uz" FG-5000—FP—XX WATER DEH.ECTOR z1D.L0,z1 FRWE MYEt6flYi H / OMW UVENSM _ / ULL 5Y H 25 1a N V% N W � � Z ' Z � U_ g � N elf 2 O O 1 C7 L� FG -5000 JAR 12/20/11 100365D 3 GLAZING SCHEDULE k TYPICAL GLAZING DETAIL �wniu roes GLAZING OPTIONS AND LIMITATIONS t5 IC r� GLASS AIAXIAIUM MAXIMUM MARIIAUM 9 6 TYPE MANUFAURER SRE • SQUARE MARK GLASS CT LOAD sYMeot L5 SENTRYCIASS O9/16" G2 1/4- H.S. GLASS OLOGASTLE 57 1/2" X 96 38.3 +60.0 -70.0 x •.: ?. .090" SENTRY GLASS INTERLAYER 1 H.S. = HEAT STRENGTHENED Vl N W � W � ' O S O O O c.7 � D W FG-5000 JMR L2/e0/n 100365D 4 /4" H.S. GLASS INBOARD MULLION AND ANCHOR CONNECTIONS MUWDN LOAD CAPACITY - PSF FG-5196/FG-5193 IAULL FG -5000 -PP -8 REINFORCING NOMINAL DILIS. MAX. Pd FRAME "EIGHT EXT. (+} INT.-} r 60 77' +60.0/-70.0 +60D/-70.0 +60.0/-70.0 +60D/-70.0 +60A/-70.0 36,+60.01-70b 42" 48' 54' 60' 89' +60.0/-70.0 +611.0/-70.0 +60.0/-700 +60.0/-70.0 w 42' 48" 50' 6D' 101" +60D/-70.0 +60.0/770.0 �+60.01-70.0 60.0/-70.0 sILO/-70.0 36" 42' 48" Sq' 60' 120" +60.0/-700 +60.o/ -70.o +'0A/ -70A +60.0/-70.0 160.0/-70.0 STANDARD MULLION REINFORCED VY FC-5196/FG-5193 MULL FG -5000 -PP -8 REEVFORCING TYPICAL ELEVATION_ I W1 1 142 1 WIDTH (W). - WI + V12 2 CLUSTER DWYtANI MULLION 2' )- --1 2' i FASTENER (4 REV PER MULLION) EXTERIOR TYPICAL ANCHORS: SEE CLUSTER DIAGRAMS FOR SPACING TYPE "A'- 3/8" OIAMETER POWERS "WEDGE BOLT" MRV 1BY WOOD OR 201 WOOD BUCKS INTO 2500 PSI W. CONC, OR C-90 GROUT KLED BLOCK 2' LIN. EMBED. INTO CONC. OR MASONRY DIRECTLY 880 2500 PSS MRI. CONCRETE 2' MIN, EMBED. INTO CONC. 3 1/2' LII. EDGE DISTANCE 6" CRN. SPACING TYPE "8"- 3/8" DIAMETER TYPE "F" ANCHOR INFO METAL STRUCTURES (SIDEL OR ALM 1/8' MIN. THICK.) SIF£L: Fyy - 36 KSI MOL ALUMINOM; 6063-T5 MIN. (STEEL W CONTACT WITH ALUM. TO BE PLATED OR PAINTED) 1 1/2' MIN. EDGE DISTANCE 2" MIL SPACING TYPE 'C'- A14 LAG SCREW 000 2BY WOOD BUCKS OR W1DO STRUCTURES 3' MIN. PENETRATION INTO 12 SYP BUCK 1 1/2" IRR. EDGE DISTANCE 2' MIN. SPACING 1. I MR 112/20/11 1 100365D 5 JAMB ANCHORING OPTIONS TYPICAL ELEVATION STANDARI v � U z WI I TTt WIDTH (W) - WI (-W) WIDTH (W) - WT (AVB) ANCHOR TYPES. SEE SHEET 5 FOR DESCRIPTION -A' - (2) ANCHORS TYPE -A- LOCATED AS SHOWN BELOW -B- - (1) ANCHOR TYPE -8- LOCATED AS SHOWN BELOW -C- - (3) ANCHORS TYPE C' LOCATED AS SHOWN BELOW B A (U CU z C JAMB LOAD CAPACITY (PSF) FOR 1/2" MAX. SHIM SPACE ANCHOR TYPE NORMAL OMS. -A- -0- 'C" WIDTH (W) FRAME HEIGHT - (+) EXT. (+) EXT. (+) W. (-) INT. (-) MT. (-) 36- +60D/-70.0 +60b/-70.0 +60A/ -70A 42' +60.0%70.0 +60.0/-70.0 +60A/ -70A 48- 7Y +60A/-70.0 +60.0/-70.0 +60.0/-70.0 54' +60D/-704 +60.0/-70.0 +60.0/-70.0 60' +600/-70.0 +60.0/-70.0 +60.0/-70,0 36' +600/-70.0 +60D/-70.0 +60.0/-70.0 42- +604/-70.0 +60D/ -70D +60.0/-70D 48' 69" +60.0/-70.0 i60D/-70.0 +60.0/-70.0 54' i60A/-70D +60.0%70.0 +60D/ -70D 60' +60.0/-70D +60.0/-70.0 +60.0/-70.0 36' lo/z+60.0/-70.0 +60,01-70.0 42' +60.0/-700 160.0%70.0 +60.0/-70.0 41- 101- 460,0/-70.0 +60.0/-70D +60.0/-70.0 54' +60.0/-70.0 +60.0/-70.0 +600/-704 60- +604/-70.0 +60.0/-70D +60.0/-70.0 30' +60.0770.0 i60.0/-70.0 +50.0/-70.0 42' +60.0/-70D +80.0/-7%0 +60.0/-704 48' 120' +60.0/-70D +60.0/-70.0 +60.0/-70.0 54' +60.%70D i6R0%70.0 +80.0/-70.0 60' +60A/ -70A +60.0%70.0 +60.0/-70.0 IJMRI 12120117 1 100365D 6 �s FG-5000-FP10 SILL END DAM Qi FS -54 - #10 X 3/4" PHILLIPS FLAT HD MACHINE SCREW QQ SM -5601 JOINT TAPE tr d 4 . . d�x L��L ' aM I I 1B FG -5204 SILL/HEAD FG -5113 CHANNEL FILLER @ HEAD & SILL ® FG -5199 SETTING BLOCK D FG -5192 SETTING CHAIR 1 �9a Q FG -5206 SILL/HEAD @ FG -5190 SILL GLASS STOP QQ FG -5948 INTERIOR GASKfi Q FG -5000 -FP -15 k 16 WATER DEFLECTOR ^wwucar i Q+ FG -1133 GASKET O FS -B - 114 X 1' HEX HD SLOTTED B POINT SCREY A - 19B ® FG -5202 HORIZONTAL Q FG -5180 SILL FLASHING O czt 10 X 2 PPH STEEL ATTACHMENT SCREW r N fN W 1^ � Z Z oma'. d 2 � d O 1L U' O ti FG -5000 JhiR izi2on► �e FG - 50000 -PP -8 Q FG -5196 POCKET FILLER Q FG -5201 JAMB ® FG -5193 MULLION Q FG -2188 NNYL FILIE 100365D 7 BILL OF MATERIALS ITE No. PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER . NOTES (. FS -54 W ENP DAM ASSEMBLY SCRE2 #10 - 24 X 3/8' USPFH STEEL VARIES 2. FG -5199 SETTING BLOCK .80 X .688 X .25 EPDM EPG 3. FG -5948 DRY GLAZE GASKET .381 X .710 EPDM EPG a 4. FG -1133 EXTERIOR GLAZING GASKET ,197 SPACE EPDM EPG k 7. FS -8 HEX HD SLOTTED B POINT #14 X 1' STEEL VARIES FEW 12. SCREW PHILLIPS PAN HEAD #10 X 2' STEEL OBE AWlWLLGOL'P 13. SM -5601 - JOINT SEALANT TAPE ISOCRYL SCHNEE MOOREHEAD s 15. FG5000-FP-10 SILL END DAM 4.875 X 3,093 X .625 6063 -TS ALUMINUM OBE 16. FG5000-FP-8 REINFORCEMENT STEEL #14 X 1 HHSTS STEEL VARIES 17. FG -5113 CHANNEL FILLER @ HEAD & SILL 1.697 X .50 x .080 STEEL VARIES W 19, FG -5204 SILL/HEAD 4.960 X 2,50 x .080 6063-T6 ALUMINUM VARIES R 19, FG -5190 SILL GLASS STOP 1.734 X 1.250 x .062 6063-T6 ALUMINUM OBE D C q 20. FG -5146 POCKET FILLER 4.660 X .78 x ,062 6063-T6 ALUMINUM OBE M 8� 2l, FG -5205 SILL PAN 5.276 X 2.750 x .062 6063-T6 ALUMINUM OBE t •.. 22, FG -5180 SILL FLASHING 5.402 X 2.625 x .050 6063-T6 ALUMINUM OBE 23, FG -5206 SILL/HEAD 4.980 X 2.50 x .080 6063-T6 ALUMINUM .OBE 24. FG -5201 JAMB 5.00 X 2.50 x .080 6063-T6 ALUMINUM OBE 26. FG -5193 MULLION 5.00 X 2.50 x .080 6063-T6 ALUMINUM 08E 28. FG -5202 HORIZONTAL 4.980 X 2.50 x .080 6063-76 ALUMINUM OBE t - z 29. DOW CORNING 995 STRUCTURAL SEALANT SILIGDNE DOW CORNING r�- (/7 31. DOW CORNING 795 PERIMETER SEALANT SILICONE DOW CORNING N N 32. FG -5192 SETTING CHAIR .844 X 1,062 X .044 6063-T6 ALUMINUM DBE 34. FG -2188 VINYL FILLER 3.50 X ,365 VINYL OBE 35. #10 X 2' PFH TEK SCREW STEEL DBE tzEl z 42. FG -5000 -FP -15 WATER DEFLECTOR 15 8 16 L & R 1.460 X .875 RIGID VINYL 0 b �n r c� o t� FG -5000 JMR 12/20/11 100365D 8 OBE f• � ADJUSTABLE ROLLER CARRIER 14GA CENTER HINGE ATTACHED W/ (2) 5/16' x ATTACHED W/ (4) 1/4' 3/4' HOLT L NUT PER x 3/4' HEX HEAD SCREWS e BRACKET e 3. ROLA STRUTS ATTACHED <Ir V/ (2) 1/4D Se ' x 3A'13 GA SAM COMMERCIAL HE ACH CENTER STILETOP ROLLER BRACKET ATTACHED V/(4> 1/4'3/4'HEX HEAD SCREWS SEE PAGE 2 FOR OPTIONAL PER BRACKET GLAZED SECTIONS STRUT AND STILE LAYOUT STILE TYPICAL TOP FIXTURES LOCA' N.T.S. 1 ON TI EE (TABLE e) PAGE 3 FOR r�A, TYPICAL CENTER HINGE EEO(TABLED ON PAI CONFIGURATION �/ \ N.T.S. EMBOSSMENTS NOT SHOWN FOR CLARITY SEE TABLE 4 ON PAGE 3 FOR STILE PLACEMENTS 3' BOLA ATTACHED 1/4' x 3 HEAD SCP EACH EN INSIDE ELEVATION N.T.S. 14GA, ROLLER CARRIERS ATTACHED TO END STILE V/ (B) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER TYPICAL END HINGE 3 N.T.S. (1) 5/16' DIA, x 1-5/8' LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 2 X 0 SYP OR SPF (NO. 2 OR BETTER) ED GA CENTER STILE \END STILE LV. STEEL 7/10" DIA BOLT I 5/8 TRACK (1) PER BOLT AND NUT . RIVETS 2' 2'.00 TRACK MOUNTING DETAIL N.T.S. 3. ROSA, STRUT ATTACHED W/ (2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES O O 13 GA COMMERCIAL TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED W/(2) 5/16' x 3/4' BOLT AND NUTS HOLES FOR STRUT - ATTACHMENT (IF STRUT IS REGIUREW END HINGE 14 GA. FENERJ TWO (2> ROWS OF THREE (3> nc NvcuEGUAL nu. 0, INCHES L-/- f\ V L IVII J J I L [-- IMPACT IMPACT RESISTANT SPECIFICATIONS AND NOTES C (THROUGH G SPLICE TRACKS AT THIS LOCATION W/(4) 1/4"-20 TRACK SPLICE BOLTS & NUTS, SECURE TO JAMB WITH (3) 5/18" DIA. X 1 -5/8 - LAG BOCLTS (1) 5/16" DIA, x 1-5/8" LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA. GALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4"-20 TRACK SPLICE BOLT & NUT OR (2) RIVETS I 1—SEE (TABLE 3) ON PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS N.T.S. 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRAP( THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE MOR12ONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. THE METHOD OF TESTING WAS IN SUBSTANTIAL •2. EACHLBS/PT CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM 3. DOORS AND E330 & E1996, AND DASMA 108 & 115. THE PRESSURES AND INSTALLED SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 4. DOOR SECT 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR COMMERCIAL 0 WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): S. SUPPORTING WIND SPEED MPH 168 152 145 138 133 BY A REOISTR INDICATED ON EXPOSURE LEVEL B C C D D 5. AMARR MAN BRAND LABELS. MEAN ROOF HEIGHT 30' 15' 25' 15' 25' CAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: & -232.8 LBS/FT HARDWARE WILL BE DESIGNED, MANUFACTURED WITH STANDARDS AS SET FORTH BY DASMA. ONS SMALL BE 25 GA MIN. (.019') ROLLED FORMED LIGHT UAUTY STRUCTURAL ELEMENTS SHALL BE DESIGNED ED PROFESSIONAL ENGINEER FOR WIND LOADS THIS DRAWING IN ADDITION TO OTHER LOADINGS. UFACTURES AND DISTRIBUTES GARAGE DOORS UNDER MANY PLEASE SEE AMARR-MANUFACTURED PRIVATE LABEL CHART FOR REFERENCE OF EOUIVALENT PRODUCTS FOR WINDLOAD APPROVAL 7. REFER TO TABLES ON THE PAGE 3 FOR ADDITIONAL DOOR WIDTHS AND THEIR DESIGN PRESSURES B. PANEL STAMP DOES NOT EFFECT WINDLOAD CAPABILITIES. MAX SIZE 16' MOTH 14' HEIGHT +25.6 PSF -29.1 PSF TEST LOADS +38.4 PSF -43.7 PSF LARGE MISSILE IMPACT RESISTANT MODEL ,#880 OA$ SUMMIT SERIES 1000 & 2000 MODEL X1800 STRATFORD SERIES 1000 & 2000 MODEL #950 HERITAGE SERIES 1000 & 2000 S7E DRAWL BY 816 DATE 11/IS/W DRAW NIM B CIEsED BY DBT DALE 11/13M IRC -6016-130-15-1 OlMn hNIWLS L SILMDiE PZ UC NA 048579 MU 1 OF 3 GALV STEEL EXTERIOR IMPACT WINDOW FRAME V/3' BITE 13N GLASS WINDOW FRAME 25 GA STEEL DOOR SKIN' IEALED GLASS / RLAYER 1EALED GLASS BY GUARDIAN SUREBGND SB -190 Y TRUCTURAL ADHESIVE 2, 3/16' X 1/2' SCREW - USED TO FASTEN THE STEEL EXTERIOR IMPACT WINDOV FRAME TO THE STEEL INTERIOR IMPACT WINDOW FRAME. 3.11/64• X 1/2' SCREW - USED TO fASTEN DECORATIVE PLASTIC MOLDED WINDOW FRAME TO THE ASSEMBLY SECTION B -B IMPACT WINDOW DETAIL N. T.S. 19' -2 4 -2 �r 5 10-5/8' s IMPACT GLAZING FASTENER DETAIL .INTERMEDIATE SECTION OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT 3. 20GA STRUT LOCATED AT THE TOP AND BOTTOM OF GLAZED SECTION ATTACHED W/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' D.C. (1 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TD 2.000 PSI CONCRETE HILTI KVIK HOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.L. <2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 20' D.C. (1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 2 X 6 VERTICAL JANH ATTACHMENT TO HOLLOW C-90 BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' D.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' O.C. (1 1/4' EMBEDMENT) ? X 6 V RTI ADAMS ATT�HM NT T�.R��TEDC-90 8 K<2��PSIfR�T) HILTI SLEEVE ANCHGR 3/8' % 2-3/4' STARTING 6' FROM ENDS THEN 24. O.C. <1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. NPREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE i STRUCTURE STRUCTURE S 4 S W 1/2' MIN 2-3/4' MIN 2X6 JAMP TYP, HULLDW BLOC GROUTED BLOC STRUCTURE STRUCTURE 1-I/2' MIN 4' 3' MIN AVN BLE TRACK CONFIGURATIONS NTS MAX SIZE 16' WIDTH 14' HEIGHT DESIGN LOADS IN +25.6 PSF -29.1 PSF TEST LOADS /2? y: +36.4 PSF �•�� A....... -43.7 PSF + LARGE .i '.. � MISSILE IMPACT �� RESISTANT MODEL #650 OAK SUMMIT SERIES 1000 & 2000 MODEL X1600 STRATFORD SERIES 1000 & 2000 MODEL #950 HERITAGE SERIES 1000 & 2000 SUEJ DRAIN BT NJ DAIS 11/13/69 DR ww NUm TA fG � B 1 DEOODBY CBT I DATE 11/13/09 1 IRC-OUID-I DOOR 1116BAS L 91101 TE PE UC NA 0010579 911ET 2 OF 3 TABLE 14 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A 8 C D E F G H. I J K L M N T 6'6" 5 1/2" 18 1/4" 25 1/2" 36 11/4" 43 1/2" 54 1/4" 67 11/2" T 0" 5 1/2" 18 1/4" 25 1!2" 33 11/4" 48 1/2" 60 1/4" 73 1/2" T 6" 5 112" 15 1/4" 22 1/2" 33 1l4" 40 1/2" 511/4" 58 1/2" 69 1/4" 81" 8'0" 51/2" 181/4" 251/2" 361/4" 431/2" 541/4" 611/2" 721!4" 851/2" 8' 6" 5 1/2" 18 1l4" 25 1/2" 39 1/4" 48 1!2" 60 1!4" 67 1/2" 78 1!4" 91 1/2" 9' 0" 5 1/2" 15 1l4" 22 1/2" 33 1/4" 40 1/2" 511/4" 58 1/2" 69 1/4" 76 1/2" 87 il4" 99" 9' 6" 5 1/2" 18 1/4" 25 1/2" 36 1/4" 43 1/2" 64 1/4" 61 1/2" 72 114" 79 112" 90 1l4" 103 1/2" 10' 0" 5 1/2" 18 114" 25 1/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 78 1/4" 85 1/2" 96 il4" 109 1/2" 10' 6" 5 1/2" 18 1!4" 25 t/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 81 1/4" 88 1/2" 1021/4" 1151/2" 11' 0" 5 tl2" 18 1/4" 25 1/2" 36 1/4" 43 7/2" 54 1/4" 61 1/2" 72 1/4" 79 1/2" '90 1l4" 97 1/2" 108 1/4" 121 1/2" ITS" 5 1/2" 18 1/4" 25 1/2" 39 1/4" 481/2" 60 1/4" 67 1/2" 78 1/4" 85 1/2" 96114" 1031/2" 1141/4" 1271/2" 12' 0" 5 1!2" 18 1/4" 25 t/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 81 114" 88 1/2" 1021/4" 109 1/2" 720 1/4" 133 1/2" 12'6" 5 1/2" 18 1/4" 251!2" 36 1!4" 43 1/2" 54 1/4" 61 7/2" 72 1/4" 79 1/2" 90 il4" 97 1/2" 108 1/4" 115 1/2" 126 1/4" 139 1/2' 13' 0" 5 1/2" 18 7/4" 25 1/2" 39 1/4" 46 1/2" 60 1/4" 67 1/2" 78 1/4" B5 1/2" 96 1/4" 103 1/2" 114 1/4" 121 1/2" 132 1/4" 145 1/2" ' 13' 6" 5 1/2" 18 1/4" 25 1/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 81 1/4" 88 1/2" 1021!4" 109 1/2" 120 1/4" 127 112" 138 1/4" 151 1/2" 14' 0" ,1112 TABLE 2 TABLE 3 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 14'0" 21" 21" 21-121" 21" 21" 21" 21" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13'0" 21" 211" 21-118" 18" 18" 18" 21" 12-6" 21" 18" 18" 18" 18" 18" 18" 21" 12-0- 21" 21" 21-121"' 21" 18" 21" 11'6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" 18" 18" 18" 18" 18" 21" 10'6" 21" 21" 21" 21" 21" 21" -i'--' 10' 0" 21" 21" 21" 18" 18" 21° ., .I......_ I 9'6" 21" 18" 18" 18" 18" 211"10-121"139-4.10 18" 18" 18" 18" 18"11'6"1 8' 6" 21" 21" 21" 18" 21" . ,,.._ .� I 8' 0" 21" 18" 18" 18" 21" 18" 18" 18" 7' 6" *2111" T 0" 21" 21" 6' 6" 18" 21" :. ALL MM ATTAQ Sff SPA kt +/-2' AU,0WM 1111M SYP W. 2 oR 131=1 ONLY TABLE Section Center Sale Locations Panel Type (Measured Som U11 Edge) 'V.NOtf 1s, 2st 31d 4th 5th m) on) (m) M) (in) (m) 10',0 Shod 48.41 71.68M 0' 0 Long 30-00 6800 400 0I0 OA 6umm11 30.63 6 .00 6438 1T 0 Shod 48.81 72,00 85.19 1TO Long 49.63 72,00 9438 12' 0 Oak Summit 48.31 7200. 95.89 12",2 Short 49.64 73.00 96.36 12',2 Long 60.08 73.00 95.92 12':2 Oak SummitI49.05. 73,00 95.94 2:4 Shod 50.64 74,0 87,36 2' 4 Long 6 .0B 74,00 96.92 :4 08 Summ1149.8 74. 98.9 it Short 60. 7 76.00 99.3 -B ng 51.17 7 . 98.63 26 -0 Summ11546 5. 89.44 28 d .67 7 ,00 100.33 12'.8 Lo 52.0 76,00 99.90 28 Oak Summit 1.31 78.00 100.68 1T 10 Short 62.26 AO 01.16 2' 10 Lo 63.10 77.00 100.90 12 10 Oak summit 62706 7.00 101.94 .0 Shot 63,00 76.00 103. -0 Long 64. 78. 101.90 0 Oa Summit 62. 7 ,00 103.19 13 rt 54, 9. 704.00 3 T on 5 .10 79,60 102.80 3 2 a umm163,68 9, TER 4-4 &hon .40 105.60 13':4 cm 6490 8D 00 105,10 34 Oak Summit 64.31 80.00 105.69 13 8 Short 56.40 81.00 136.80 3'. 56.0 Stott 106.10 3' S Oak 8ummll 56.08 81.00 106.94 13'.8 Short 56.40 82.0 107.80 13'8 Long 58.63 52.00 107.38 ,1318 Oe Summit 66.81 62.0 108.19 ' 10 Shot 57, 3.001108.7 10 Long 57.17 .001108. 83 3.100ak ummt58. 8. 19,44 4.0 o9 57. 10. 4 0 58.83 8 . 09.38 1 '.o Oak ummll 67.31 8 .00 110.69 a'.2 Short 58.e 05.00 111.41 42 Lo 69.17 B .00 110.83 4';2 Oak ort 8.08 B .00 111,84 14:4 shod 69.6 86.00 112.71 14' 4 Long 6417 86.00 111.53 4 Oak ummll 8.8 8 . 0 14 a .6 sod 59. 87LOO 14.0 4.6 8 . ,o t 2,83 4 e Oa E.G. 68.56 . 0 1 4.44 ongrt eo.56 a .0 1 5.3 a umm 1 '.10 Short 61.26 59.00 116,61 14-:10 Lon 45,80 '67.30 89.00 11470 132.40 oe summ1161A8 69. 116,93 ' 0 short -era ,9 9400 ^163.97 1 ,94 0 133 6 o Oe Summ11 30.53 881,8 90.00 " 18, 30 90yo 79 146,38 116 2 sno -62-re 7 ,e 91 ^ 06. 42 °:2 on 47,00 81.00 .0134.40 6'.2 Oa umm! . 3 ^e .s 9 .D6 "111 .aa 147.86 .4 -70(- 63. 9. , o 130. n 3425 ^ 92-00 14,39 36.7 4 Oaummll 34. A13.311 .00 20.88 149.31 6' 6 Short 46.62 ^62,81 93.00 118.18 139.38 6.8 Lo -4r6_0 70.30 8 00 S70 138.40 TV 8 ak 61nm11 47.42 -70.21 03.00 776. -138-9163 im no ' 8 hod 2 .51 0400 B 1 0.38 . 0 .3 B4.W 18.70 39.0 Wit Oak Summll 48,02 "71.01 94.00 ^118.99 139.98 V. Short .62 96.00 S. 9 14 , 8 6;10 n9 46.7 72.0 95.00 117.92 40. '; 0 Oa Summit 48.82 .6 86.00 " 18. B 41,38 e o Short 9.62 A72.e, 93.00 ^119, a ,42.3 16'.0 50,80 ^73,30 96.00 "„6.70 u,.ao 16'0 Oak umm148,42 72.21 86.00 119,78143, 6 ." SDles do not need m 6e hinged SPLICE TABLE 5 A B C D KM S 6' 6" 10" 21" 39" 57" 70" 7' 10" 21" 42" 63" 76" 7' 6" 10" 18" 36" 54" 72" 82" 8' 10" 21" 39" 57" 75" 88" 8' 6" 10" 21" 42" 63" 81" 94" 9' 10" 18" 36" 54" 72" 90" 100" 9' 6" 10" 21" 39" 57" 75" 93" 106" 10' 10" 21" 42" 63" 81" 99" 112" MON 10" 21" 42" 63" 84" 105" 118" REV DMP)M OF RENSOS DATE BY 75" 93" 111" 124" A tMAIFD TO FBC m10 111/30/11 ISR 81" 99" 117" " 18 1/4" 25 1/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 81 1l4" 88 1l2" 102 1/4" 109 1/2" 123 1/4" 130 1/2" 144 1/4" 157 1/2" MAX SIZE 16' WIDTH 14' HEIGHT p1MpT NLaMT IJMITA 16N8, DESIGN LOADS +26.6 PSF -29.1 PSF TEST LOADS 3 .4 PSIF ±43.7 PSF LARGE MISSILE IMPACT RESISTANT ,..•7.••.. +•�� %, S!�N..�• .• • ,•• .• v . No.. + {� 9J 2 4011 -. • Qf,A,1EOF !•' �.. •••+ y�� i� + •• •'.an".•++"•� 84" 105" 123" 136" 12'6" 10" 57" 75" 93" 111" 129" 142" 13' mammas 81" 99" 117" 135" 148" 13'6" 10" 21" 42" 63" 84" 105" 123" 141" 2karr CARRIAGE WORT WINSTON-SALEM NSC, 87103 mm 1111MANUM IMME 84" 105" 126" 14T' 160" MODEL /850 OAK SUMMIT SERIES 1000 & 2000 MODEL 800 STRATFORD SERIES 1000 & 2000 MODEL X1950 HERITAGE SERIES 1000 & 2000 IMMUMMWIRIZANUE SDE B DRAIN BY am DATE 11/13/09 DRAIN MAW IRC -6016-130-15-I pgglm BY 12t DATE 1111/13/08 ER(�IFk7C W1W L 6F9AE X RL M NA 0018579 SIM 3 OF 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H S 6' 6" 10" 21" 39" 57" 70" 7' 10" 21" 42" 63" 76" 7' 6" 10" 18" 36" 54" 72" 82" 8' 10" 21" 39" 57" 75" 88" 8' 6" 10" 21" 42" 63" 81" 94" 9' 10" 18" 36" 54" 72" 90" 100" 9' 6" 10" 21" 39" 57" 75" 93" 106" 10' 10" 21" 42" 63" 81" 99" 112" 10' 6" 10" 21" 42" 63" 84" 105" 118" 11' 57" 75" 93" 111" 124" 10" 21" 42" 63" 81" 99" 117" " 18 1/4" 25 1/2" 39 1/4" 48 1/2" 60 1/4" 67 1/2" 81 1l4" 88 1l2" 102 1/4" 109 1/2" 123 1/4" 130 1/2" 144 1/4" 157 1/2" DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H S 6' 6" 10" 21" 39" 57" 70" 7' 10" 21" 42" 63" 76" 7' 6" 10" 18" 36" 54" 72" 82" 8' 10" 21" 39" 57" 75" 88" 8' 6" 10" 21" 42" 63" 81" 94" 9' 10" 18" 36" 54" 72" 90" 100" 9' 6" 10" 21" 39" 57" 75" 93" 106" 10' 10" 21" 42" 63" 81" 99" 112" 10' 6" 10" 21" 42" 63" 84" 105" 118" 11' 57" 75" 93" 111" 124" 10" 21" 42" 63" 81" 99" 117" 130" 12' 10" 63" 84" 105" 123" 136" 12'6" 10" 57" 75" 93" 111" 129" 142" 13' 10" 21" 42" 63" 81" 99" 117" 135" 148" 13'6" 10" 21" 42" 63" 84" 105" 123" 141" 154" 14' 10" 21" 42" 63" 84" 105" 126" 14T' 160" fY3S1E�'ffi1•�k#�'f3� 1i E71f 0 �'•LL1■ ��� �E�� fE��9' a,'��l•>t� �®�fl➢i331•� itJ��J•�Y7EY?f� ��>una.��nra".��� i��4i7ET6!® ��A7Et�1� it•9�CIIl'� u)�i ➢�1 '� 57 iL3�7E�i3iD>• fE7E��7�1l�� QI®C'113�E3Q:7■ f[3L>t�l�ti3i� iL•�[I�E'i��>• PLANNING & DEVELOPMENT CITY OF CLEARWATER 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 November 19, 2015 Dr. Gilbert Jannelli 909 S. Ft. Harrison Avenue Clearwater, FL 33756 RE: Development Order - FLD2015-08030 23837 US Highway 19 N Dear Dr. Jannelli: This letter constitutes a Development Order pursuant to Community Development Code (CDC) Section 4-202.E. On November 17, 2015, the Community Development Board (CDB) reviewed your request for a proposed vehicle sales use in the Commercial (C) District for the property located at 23837 US Highway 19 N. The project is 14 feet in height and includes 21 parking spaces (Section 2-704 and 3-1202.G). The CDB APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 1.042 acre site is located at the southeast corner of US 19 and South Drive; 2. That the subject property lot widths are 170 and 270 feet along the west and north property lines, respectively; 3. That the property is currently developed with a vacant fast food establishment; 4. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 5. That the proposal is to redevelop the subject property with a vehicle sales and display use; 6. That the proposal includes a front (west) setback of 72 feet (to structure), five feet (to pavement) and front (north) setback of 57 feet (to structure), five feet (to pavement); and a side (south) setback of 52 feet (to structure), 15 feet (to trash enclosure), five feet (to pavement) and a side (east) setback of 46 feet (to structure), five feet (to pavement and trash enclosure); 7. That no flexibility is being requested building height or number of off-street parking spaces; and, 8. That there is no active Code Compliance case for the subject property. M "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Conclusions of Law: The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with CDC Section 1-103 (General Purpose); 2. That the development proposal is consistent with CDC Table 2-701.1 (Maximum Development Potential); 3. That the development proposal is consistent with CDC Table 2-704 (Flexible Development Standards); 4. That the development proposal is consistent with CDC Section 2-704.F (Flexibility Criteria); 5. That the development proposal is consistent with CDC Section 3-914.A (General Standards for Level Two Approvals); 6. That the application is consistent with CDC Section 4-206.D.4 (Burden of Proof); and, 7. That the development proposal is consistent with applicable components of the City's Comprehensive Plan. The Planning and Development Department continues to recommend APPROVAL of application FLD2015-08030, subject to the following conditions: Conditions of Approval: 1. That application for a building permit be submitted no later than November 17, 2016, unless . time extensions are granted pursuant to CDC Section 4-407; 2. That prior to the issuance of any permit, all requirements of the Land Resource, Engineering (including Environmental, Stormwater and Traffic) and Fire Departments be addressed; 3. That issuance of a development permit by the City of Clearwater does not in any way create any right on the part of an applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the City for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law; 4. That all other applicable local, state and/or federal permits be obtained before commencement of the development; 5. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape and parking plans shall be revised to be consistent with each other and with the submitted site survey; 6. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all pavement within the 15 foot front setback area along US Highway 19 North, shall be utilized for display of vehicles for sale only; 7. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all striped parking spaces feature a wheel stop (a minimum height of six inches above grade); 8. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the sight visibility triangles shall be depicted on the drawings correctly; and, 9. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape plan shall be revised to provide that the existing mature landscaping along the eastern property line will be maintained, a combination of trees and shrubs will be incorporated along the northern property line consistent with the CDC requirements and the site will include the following number and species of proposed plants: 250 Variegated Arbicola, 6 Pond Cypress, 6 Indian Hawthorne, 10 Indian Hawthorne, 3 Christmas Palms, 40 Croton Mammies, 5 Indian Hawthorne, 25 Juniper Blue Rug, 40 Muhly Grass, 40 Mondo Grass, 25 Asparagus, 20 Ixora, 45 Liriope, and 30 Variegated Liriope. Pursuant to CDC Section 4-303, an application for a building permit shall be made within one year of the Flexible Standard Development approval (by November 17, 2016). The building permit must be obtained within six months of the initial permit application. This time frame to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Time frames do not change with successive owners. All required certificates of occupancy must be obtained within two years of the date of issuance of the building permit. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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 license. If you have any questions, please do not hesitate to call Melissa Hauck -Baker, AICP, Senior Planner, at 727-562-4567 x2855 or via email at melissa.hauck-bakergmyclearwater.com. Sincerely, eic4hatrICP Planning Director cc: Craig Tennant, Agent/Applicant Thomas W. Hanson, Certified Arborist TYPICAL ACCESS LE Ex- sod fA <— CR MA Ek. Brick m&,my ................ ...... 41T aw I Na par* mg0 Located Exiffift CO 1A 1A Ex. -P-t k9ht Ex Cb��ft p.N. Q To remora w is. 0- 18 standard parking spaces. Locate ds*y -huffs Na 9-9-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 "=20' . ...... .... ft W -1k f� th. W— 3 accessible parking spaces. Evbft "d Li r Ex. Stq NO yarkiry L-dinq-wd-dNW p—rW- b Z; I z 01 51 or" Izo, '0'- 12-0 '5-0. i I TYPICAL ACCESS LE Ex- sod fA Ek. Brick m&,my Typical parking data 41T I Na par* mg0 Located Exiffift CO 1A 1A Ex. -P-t k9ht Ex Cb��ft p.N. Q To remora w is. 0- 18 standard parking spaces. Na 9-9-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 "=20' . ...... .... ft W -1k f� th. W— 3 accessible parking spaces. Evbft "d Li r Ex. Stq NO yarkiry L-dinq-wd-dNW p—rW- V E.. Commte m1k fA Typical parking data 41T I Na par* mg0 Located s*y vehides 60 CO 1A 1A Ex. -P-t k9ht Q PARKING PLAN 9-9-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 "=20' CR 50A N i E1.'21' oA ; / In all 25 rsoni oJun ers gra nd v Cov as t Install 25 varigated Arbacoca 15 Indian Hawthorne I g h 4 1-\ % Install three (3) new Sylvester Palms Two (2) new Sylvester Palms. � � I• � EX. 28" OA \\iT Install 50 Indo Hawthoms EX. I7" OAK Install 50 virig4ed Arbacoca Install 25 P d Junid ► pe, ,g. u — Note: existig Queen Palms are to be removed from site per FLEEPC. Also, the majority of the volunteer palms an I V r. }, site arc to be removed. Also all existing lire oaks, both an the and adjacent will be protected property dkwtirg site/ building construction. Remove Brazilian pepper. I//• Note: per CDC section 3-1202.0 an automatic permanent imgatim system providing complete water coverage for 4 EXZSTITJr^s OAK all kuKhmping materials will be installed. Nate: temporary straw bake sediment bonier will be JUST TO THE EAS �E-I �� RTY G'tFl /\ Install 5',...: chi i o Installed at the site perimeter owing and site/bu'iding Juni : Om ir Construction processes per city index no 612. ::Cd te 2 - - - - - - _. Note: All new punts installed are 18" ht., Planted eery 36" (as measured from •Q� Install sixty (60) new Cro n Mammies the caner of the trunk), providing a Ions continuous hedge which will be 36" high and Box opaque 12 months from the time the certificate of occupancy is O S () n gw Sylvester Palms. Three (3) recehed.Irrstalled Parton Juniper ground cover will not attain this height. rete: All imashe species, and all dead shrubs are to be removed from the site. IInstall seven (7) 10' height 2.5" caliper (min) live oaks @ 35' o.c. Note: turf grass is to be installed in remaining man-landscaped areas of the site. ODOD 3 E1. o kJ V: --- -%Ins Ill 25 oni 12"To fa" •O Juni rs grou d Cover. O y Z N t ^ • O 35 ft. 35 ft. 35 ft. 35 ft. 35 R. 35 ft. 35 ft NEW 5' LANDSCAPING BUFFERInstall 270 Virigated Arbacoca NEW 5' LANDSCAPING BUFFER (from this point West to front of property) LANDSCAPE (from this point East to rear of property) PLAN 23837 U.S. HIGHWAY 19 NORTH CLEARWATER FLORIDA 33765 SCALE: 1"=20' 9-9-2015 J PLANNING & DEVELOPMENT CITY OF CLEARWATER 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 MEMORANDUM TO: Community Development Board FROM: Melissa Hauck -Baker, AICP, Senior Planner RE: Change in recommended Conditions of Approval 23837 US Highway 19 N, FLD2015-08030 DATE: November 17, 2015 Subsequent to sending out the Staff Report along with the recommended Conditions of Approval on Page 10, Staff realized that five conditions of approval were inadvertently left out of the report. These conditions are as follows (with appropriate numbering included): 5. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape and parking plans shall be revised to be consistent with each other and with the submitted site survey; 6. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all pavement within the 15 foot front setback area along US Highway 19 North, shall be utilized for display of vehicles for sale only; 7. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all striped parking spaces feature a wheel stop (a minimum height of six inches above grade); 8. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the sight visibility triangles shall be depicted on the drawings correctly; and, 9. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape plan shall be revised to provide that the existing mature landscaping along the eastern property line will be maintained, a combination of trees and shrubs will be incorporated along the northern property line consistent with the CDC requirements and the site will include the following number and species of proposed plants: 250 Variegated Arbicola, 6 Pond Cypress, 6 Indian Hawthorne, 10 Indian Hawthorne, 3 Christmas Palms, 40 Croton Mammies, 5 Indian Hawthorne, 25 Juniper Blue Rug, 40 Muhly Grass, 40 Mondo Grass, 25 Asparagus, 20 Ixora, 45 Liriope, and 30 Variegated Liriope. "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" The Planning and Development Department continues to recommend APPROVAL of application FLD2015-08030, subject to the following conditions: Conditions of Approval: 1. That application for a building permit be submitted no later than November 17, 2016, unless time extensions are granted pursuant to CDC Section 4-407; 2. That prior to the issuance of any permit, all requirements of the Land Resource, Engineering (including Environmental, Stormwater and Traffic) and Fire Departments be addressed; 3. That issuance of a development permit by the City of Clearwater does not in any way create any right on the part of an applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the City for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law; 4. That all other applicable local, state and/or federal permits be obtained before commencement of the development; 5. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape and parking plans shall be revised to be consistent with each other and with the submitted site survey; 6. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all pavement within the 15 foot front setback area along US Highway 19 North, shall be utilized for display of vehicles for sale only; 7. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, all striped parking spaces feature a wheel stop (a minimum height of six inches above grade); 8. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the sight visibility triangles shall be depicted on the drawings correctly; and, 9. That prior to the issuance of any building permits, except for clearing and grubbing or the provision of fill, the landscape plan shall be revised to provide that the existing mature landscaping along the eastern property line will be maintained, a combination of trees and shrubs will be incorporated along the northern property line consistent with the CDC requirements and the site will include the following number and species of proposed plants: 250 Variegated Arbicola, 6 Pond Cypress, 6 Indian Hawthorne, 10 Indian Hawthorne, 3 Christmas Palms, 40 Croton Mammies, 5 Indian Hawthorne, 25 Juniper Blue Rug, 40 Muhly Grass, 40 Mondo Grass, 25 Asparagus, 20 Ixora, 45 Liriope, and 30 Variegated Liriope. Hauck -Baker, Melissa From: babs2ll94@aol.com Sent: Monday, November 16, 2015 3:27 PM To: Hauck -Baker, Melissa Subject: Re: 23837 US 19 Good Afternoon Melissa, As per yours & Mr. Hansons conversation here is our plant list for the property in question: 250 Verigated Arbicola 6 Pond Cypress 6 Indian Hawthorne 10 Indian Hawthorne 3 Christmas Palms 40 Croton Mammies 5 Indian Hawthorne 25 Juniper Blue Rug 15 Tazmanila Dianzia 40 Mulhy Grass 40 Mondo Grass 25 Asparagus 20 Ixora 40 Liriope 20 Varigated Liriope That is everything that is on our list, but if you should need anything else do not hesitate to give us a call.Thank you & Have a Great Day!! Sincerely, Christine Barnes Office Manager - Hanson Tree Service Phone #727-726-7731 -----Original Message ----- From: Melissa. Hauck -Baker <Melissa.Hauck-Baker@MyClearwater.com> To: babs21194 <babs2l l94@aol.com> Sent: Mon, Nov 16, 2015 12:15 pm Subject: 23837 US 19 Hi, Please use this email message and write back with the plant listing. Thank you! Melissa Hauck -Baker, AICP, PP Senior Planner Planning & Development Department City of Clearwater 100 S. Myrtle Avenue Clearwater, FL 33756 T: (727)562-4567 x2855 melissa.hauck-baker@mvclearwater.com Hours of Operation Monday -Friday: Sam - 4:30pm Customer Service Hours Monday, Tuesday, Thursday, Friday: 8am-4:30pm Wednesday 8am-2:30pm Clearwater MEETING DATE: AGENDA ITEM: CASE: REQUEST: COMMUNITY DEVELOPMENT BOARD PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT November 17, 2015 E.2. FLD2015-08030 The Community Development Board (CDB) is reviewing a proposed vehicle sales use in the Commercial (C) District for the property located at 23837 US Highway 19 North. This is a Comprehensive Infill Redevelopment Project with a building height of 14 feet, includes 47 parking spaces and requests allowable flexibility from setback and landscape requirements (Section 2-704 and 3-1202.G). GENERAL DATA: Property Owner ................ Gilbert G. Jannelli C/O JW Ventures Applicant ........................ Craig Tennant Location .......................... 23837 US Highway 19 N at the southeast corner with South Drive (CR 50A) Property Size .................... Future Land Use Plan...... Zoning .......................... Special Area Plan ............. Adjacent Zoning.... North: South: East: West: Existing Land Use........... Proposed Land Use ...... . 1.042 acres Commercial General (CG) Commercial (C) District None Commercial (C) District Unincorporated Pinellas County Commercial (C) District Commercial (C) District Restaurant Vehicle Sales AERIAL MAP ' Clea 1 aterLevel II Flexible Development Application Review u ANALYSIS: Location and Existing Conditions: The 1.042 acre site is located along the east side of US Highway 19 North at the intersection with South Drive (CR 50A). According to the Pinellas County Property Appraiser records, the site was developed in 1971 with a fast-food restaurant and features 170 feet of frontage along US 19 and 270 feet along South Drive. The subject property is located within the Commercial (C) District where the intent is to provide the citizens of the City of Clearwater with convenient access to goods and services throughout the city without adversely impacting the integrity of residential neighborhoods, diminishing the scenic quality of the city or negatively impacting the safe and efficient movement of people and things within the City of Clearwater. The Future Land Use Plan category is Commercial General (CG). The purpose of the CG category is to depict those areas of the county that are now developed, or appropriate to be developed, in a manner designed to provide community and countywide commercial goods and services; and to recognize such areas as primarily consistent with the need, relationship to adjoining uses and with the objective of encouraging a consolidated, concentrated commercial center providing for the full spectrum of commercial uses. The immediate vicinity is characterized by commercial uses along the US 19 corridor and the neighborhood to the east of the subject property features portions of Unincorporated Pinellas County and City of Clearwater which is within the Low Medium Density Residential District. Code Compliance Analysis: There is no active Code Compliance case for the subject property. PLANNING& DEVELOPMENT DEVELOPMENT REVIEW DIVISION SUNSET POINT RD ry N HARBOR LIR �...,, TS IAT- __. HARBOR CIR N A W tw7 S UTH DR Z m O ry SOU IH OR 85 23902 Ixj -:::[PROJECT ry ry h W UJ �- SOUTH DR a z SITE N 2 W 18 O a 138 LL 13 i N+ ' Qc x s Wt..,.........r-, +1854 ° e <S 7 p ry ry KI 4 Z ? 1842 O l JJ W Q Cr D, . i U O U LOCATION MAP 3924 ry N HARBOR LIR 23917 TS 2?909 239 O N A C tw7 S UTH DR Z a :............: O 1888 O ry ; � LL 85 23902 Ixj . 2383; ry ry h W UJ �- SOUTH DR a z a 1888 1865 2 W 18 O a 138 LL 13 i N+ ' Qc x s Wt..,.........r-, +1854 ° e 1848 238 p ry ry ti J 1842 (P r L i tau ZONING MAP Community Development Board — November 17, 2015 FLD2015-06021 HARBOR LIR ^ 23924 23917 IN.T.8 23904 238 O ry a N h ry ry h W SOUTH DR a z 1888 1865 23802 R 4.23837 W �+ + 1880 13 i N+ ' Qc x s Wt..,.........r-, +1854 ° e 238 p ry ry ti ti 184E t ? i tau 3 t 1837 EXISTING SURROUNDING USES MAP Community Development Board — November 17, 2015 FLD2015-06021 Level II Flexible Development A licabon Review PLANNING& DEVELOPMENT p pp DEVELOPMENT REVIEW DIVISION Development Proposal: The development proposal is to convert the former fast food restaurant into a vehicle sales business which specializes in custom Jeep vehicles. The proposal includes renovations to the building including exterior window changes and new earth tone color scheme, parking lot improvements including new coating and restriping for 21 spaces and the removal of all invasive landscaping species with native plant materials proposed as replacements. Special Area Plan: N/A Comprehensive Plan: The development proposal is supported by applicable various Goals, Objectives and/or Policies of the City's Comprehensive Plan as follows: Objective A.5.5 — Promote high quality design standards that support Clearwater's image and contribute to its identity. Policy A.5.5.1 — Development should be designed to maintain and support the existing or envisioned character of the neighborhood. Objective A. 6.1 The redevelopment of blighted, substandard, inefficient and/or obsolete areas shall be a high priority and promoted through the implementation of redevelopment and special area plans, the construction of catalytic private projects, city investment, and continued emphasis on property maintenance standards. Policy A.6.2.1 — On a continuing basis, the Community Development Code and the site plan approval process shall be utilized in promoting infill development and/or planned developments that are compatible. Objective A.6.4 — Due to the built -out character of the City of Clearwater, compact urban development within the urban service area shall be promoted through application of the Clearwater Community Development Code. The subject site is located within the Commercial General (CG) land use area of the Comprehensive Land Use Plan Map. The proposed project is consistent with the maximum permitted floor area ratio of 0.55 and the maximum impervious surface ratio of 0.90. The proposal includes the renovation of the existing structure from the former fast-food restaurant to a custom Jeep dealership business which is consistent with the general character of a predominance of land uses along the US 19 Highway area. Additionally, the project includes the removal of invasive plant materials and the incorporation of new landscaping materials site wide, with native species. The building will be renovated and the parking lot will be improved including new striping. The proposed improvements are consistent with the Community Development Code and therefore, the proposal supports these applicable components of the City's Comprehensive Plan. Community Development Code: The development proposal is supported by the general purpose, intent and basic planning objectives of this Code as follows: Community Development Board — November 17, 2015 FLD2015-06021 Level II Flexible Development Application Review PLANNING& DEVELOPMENT nFVFTOPkfFnrrRPVTFwn?%RgTn w Section 1-103.B.2. Ensuring that development and redevelopment will not have a negative impact on the value of surrounding properties and wherever practicable promoting development and redevelopment which will enhance the value of surrounding properties. Section 1-103.D. It is the further purpose of this Development Code to make the beautification of the city a matter of the highest priority and to require that existing and future uses and structures in the city are attractive and well-maintained to the maximum extent permitted by law. Section 1-103.E.3. It is the further purpose of this Development Code to protect and conserve the value of land throughout the city and the value of buildings and improvements upon the land, and minimize the conflicts among the uses of land and buildings. The subject property is located within the C District portion of the US 19 Highway corridor where a majority of the City's vehicle related uses exist. The previous use of the property was a fast-food restaurant which has been closed for fifteen years. The proposed redevelopment of the property will result in a custom Jeep dealership being located here and will include the renovation of the structure, parking lot and installation of new landscaping, which will protect the value of the land and building, and improve the attractiveness (beautification) of the City. The immediate uses to the north and west include retail sales and services, vehicle related uses and restaurants. The land to the south is located within unincorporated Pinellas County and is vacant. The parcel to the immediate east of the property is located within the C District and is also vacant which also acts as a separation to the residential neighborhood to the east. Compliance with Development Standards for Comprehensive Infill Projects: Floor Area Ratio: Pursuant to the Comprehensive Plan and CDC Section 2-701.1, within the CG future land use plan category, the maximum allowable floor area ratio is 0.55. The lot area is 45,420 square feet (1.042 acres) and the existing 3,066 square foot building results in a FAR of 0.067, which is consistent with the Comprehensive Plan and this Code provision. Impervious Surface Ratio (ISR) Pursuant to the Comprehensive Plan and CDC Section 2-701.1, within the CG future land use plan category, the maximum allowable ISR is 0.90. The proposed ISR is 0.80, which is consistent with the Comprehensive Plan and this Code provision. Minimum Lot Area: Pursuant to CDC Table 2-704, within the C District there is no minimum lot area for Comprehensive Infill Redevelopment Projects. However, for a point of comparison, the minimum lot area for vehicle sales/displays (CDC Table 2-703) has a range between 20,000 to 40,000 square feet. The subject property has a lot area of 45,420 square feet which is consistent with this Code provision. Minimum Lot Width: Pursuant to CDC Table 2-704, within the C District there is no minimum lot width for Comprehensive Infill Redevelopment Projects. However, for a point of comparison, the minimum lot width for vehicle sales/display (Table 2-703) has a range between 150 to 200 feet. Community Development Board —November 17, 2015 FLD2015-06021 ment Application Review PLnNNuaG& DEVELOPMENT Level II Flexible Develo p pp DEVELOPMENT REVIEW DIVISION The subject property has lot widths of 170 feet (US 19) and 270 feet (South Dr.), both of which are consistent with this Code provision. Minimum Setbacks: Pursuant to CDC Table 2-704, within the C District there is no minimum setbacks for Comprehensive Infill Redevelopment Projects. However, for a point of comparison, the required setbacks for vehicle sales/display (Table 2-703) includes a front setback of 25 feet and a side setback of ten feet. Rear setbacks do not apply to the subject site as it is a corner lot with two front and two side setbacks (Section 3-903.D.). No flexibility needs to be requested for either the front or side setbacks for the principle structure. However, the existing trash enclosure structure requires relief from the required ten foot minimum setback along the eastern property line. The project is consistent with these Code provisions and is within the requirements of the Comprehensive Infill Redevelopment criteria. Standard Proposed Consistent Inconsistent Front: 25 feet North: 72 feet X West: 57 feet X Side : 10 feet South: 52 feet (principal) X 5 feet (trash enclosure) X East: 46 feet (principal) X 15 feet (trash enclosure) X Maximum Buildin Heim Pursuant to CDC Table 2-704, within the C District there is no maximum height for Comprehensive Infill Redevelopment Projects. However, for point of comparison, the maximum building height for vehicle sale/display (Table 2-703) is 25 feet. The height of the existing structure is 14 feet as measured from grade, which is consistent with this Code provision. Minimum Off -Street Parking: Pursuant to CDC Table 2-704, within the C District there is no minimum off-street parking requirement for Comprehensive Infill Redevelopment Projects. However, for point of comparison, the required off-street parking for vehicle sales/display (Table 2-702) is 2.5 spaces for every 1,000 square feet of lot sales area. The applicant has delineated that up to 20 cars will be displayed which would require eight parking spaces and the site includes 21 spaces. Therefore, the development proposal is consistent with this Code provision. Solid Waste: Pursuant to CDC Section 3-201.D.1., solid waste containers shall be screened from view from streets and adjacent properties. The subject property features an existing trash enclosure area which consists of a dumpster within a fenced area which will be utilized for the proposed use and is consistent with this Code provision. Mechanical Equipment: Pursuant to CDC Section 3-903.I.1., air conditioning and .similar mechanical equipment is exempt from the side setback requirements, but such equipment must be screened from view Community Development Board — November 17, 2015 FLD2015-06021 ment A licabon Review PLANNING& DEVELOPMENT Level II Flexible Development Pp DEVELOPMENT REVIEW DIVISION from streets and adjacent properties. The existing equipment is located on the roof screened behind parapet walls, which is consistent with the Code provision. Utilities: Pursuant to CDC Section 3-912, all utility facilities including individual distribution lines shall be installed underground unless such undergrounding is impractical. The subject property complies with this requirement. Compliance with General Applicability Standards: The proposal supports the General Applicability requirements of this Code as follows: Section 3-914.A.1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located; and, Section 3-914.A.2. The proposed development will not hinder or discourage development and use of adjacent land and buildings or significantly impair the value thereof; and, Section 3-914.A.3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood; and, Section 3-914.A.4. The proposed development is designed to minimize traffic congestion; and, Section 3-914.A.5. The proposed development is consistent with the community character of the immediate vicinity; and, Section 3-914.A.6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The subject property is located within the C District portion of the US 19 Highway corridor where a majority of the City's vehicle related uses exist. The previous use of the property was a fast-food restaurant which has been closed for fifteen years. The proposed redevelopment of the property will result in a custom Jeep dealership being located here and will include the renovation of the structure, parking lot and new landscaping installations. The development will be in harmony with the scale, bulk, coverage and character of adjacent properties as the site meets all of the minimum standard development requirements except for lot width along US 19, setback to pavement along US 19 and South Drive, and setback to trash enclosure along the eastern property line. The use will not hinder development to the north and west as those properties are currently developed. The vacant lands to the east and south are in common ownership as the subject property and while the majority of the land is located within Unincorporated Pinellas County, the proposed project is not impacting the future developability of the parcels. The subject property is completely surrounded by parcels of land located within the C District where the proposed use is a minimum standard development permitted use and is consistent with similar uses and the general character within the US 19 corridor. The proposed custom Jeep dealership will create a significant reduction in traffic as opposed to the former fast food restaurant and the proposed on-site parking exceeds the CDC requirements. The proposed use is consistent with the General Applicability Criteria of the CDC. Community Development Board —November 17, 2015 FLD2015-06021 Level II Flexible Development A licabon Review PLnNDEVELOPMENT P PP DEVELOPMENT REVIEW DIVISION Compliance with Specific Use Flexibility Criteria: The proposal supports the specific Residential Infill Project criteria pursuant to CDC Section 2- 704.F.1-6., as follows: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use and/or development standards set forth in this. zoning district. As the subject property is a corner lot and features development which dates back to 1971, the parking area of the site does not fully conform to the current CDC requirements. Additionally, the existing trash enclosure is located within the required ten foot side (east) setback encroaching five feet into the required area. The parking located within the front setback along US 19 will be eliminated which leaves only eight spaces along the northern portion of the parking area encroaching into the required 15 foot setback to parking along the South Drive frontage. To offset this the applicant proposes to install landscaping along the northern property line where currently there is none. The trash enclosure will be maintained and features existing landscaping along the eastern side within the setback which will remain. The proposed project will maintain consistency with the existing development parameters of the surrounding properties and the overall neighborhood. Therefore, the proposal is consistent with this CDC Section. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. As previously discussed, the development proposal is consistent with the goals, objectives and policies of the Comprehensive Plan as well as the intent and purposed of the CDC. 3. The development or redevelopment will not impede the normal, and orderly development and improvement of surrounding properties. As previously discussed, the development proposal will not impede development of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. As previously discussed, the development proposal is consistent with the uses of the C District as well as similar uses within the US 19 corridor, and there will be no detriment to surrounding properties. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; Community Development Board —November 17, 2015 FLD2015-06021 Level II Flexible Development A lication Review PLANNING& DEVELOPMENT P PP DEVELOPMENT REVIEW DIVISION As previously discussed, the proposed use is permissible by the underlying future land use category, and is compatible and consistent with surrounding uses. Further, the proposed vehicle sales/display use is a minimum standard development use within the C District. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the city; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: • Changes in horizontal building planes; ■ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ■ Variety in materials, colors and textures; ■ Distinctive fenestration patterns; ■ Building step backs; and, ■ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. As previously discussed, the development proposal will not impede development of surrounding properties and supports the established character of the surrounding area. Further, the building [address "d" above], and the site design incorporates significant native plant materials including the removal of existing invasive plants resulting in an enhanced landscape design. Compliance with Comprehensive Landscaping Flexibility Criteria: The proposal supports the specific Comprehensive Landscaping Flexibility Criteria pursuant to CDC Section 3-1202.G.1-5 as follows: 1. Architectural Theme. (a) The landscaping in a Comprehensive Landscaping program shall be designed as a part of the architectural theme of the principal buildings proposed or development on the parcel for the development. The subject property has been vacant for over 15 years and, as a result, the landscaping is deficient and includes invasive species. The development proposal includes the removal of all invasive species and the provision of native plant materials throughout the site. The plan includes sabal palms and yaupon holly trees as well as shrubs consisting of podocarpus, indian hawthorn, croton mammy, variegated arboricola and parsons juniper as groundcover to establish a unified theme of the property that compliments the building architecture. Community Development Board — November 17, 2015 FLD2015-06021 r Level II Flexible Development Application Review PLANNING & DEVELOPMENT u „ DEVELOPMENT REVIEW DIVISION 2. Lighting. Any lighting proposed as part of a Comprehensive Landscaping program is automatically controlled so that the lighting is turned off when the business is closed. A lighting plan was submitted with the application and the applicant will ensure that all proposed lighting meets the requirements of CDC Article 3 Division'l3. And that all lighting except for security lighting of the site will be turned off when the business is closed. 3. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. As previously discussed, the proposed landscaping is consistent with the requirements of the Code and will enhance the community character. 4. Property Values. The landscape treatment proposed in the Comprehensive Landscaping Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. As previously discussed, the proposed landscaping is consistent with the requirements of the Code and will have a beneficial impact on property values. 5. Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. No Special Area or Scenic Corridor Plan has been adopted for this area. Section 4-206.D.4: Burden of proof. The burden of proof is upon the applicant to show by substantial competent evidence that he is entitled to the approval requested. The applicant has adequately demonstrated through the submittal of substantial competent evidence that the request is entitled to the approval requested as required by CDC Section 4- 206.D.4. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of September 3, 2015, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB). Findings of Fact: The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. That the 1.042 acre site is located at the southeast corner of US 19 and South Drive; 2. That the subject property lot widths are 170 and 270 feet along the west and north property lines, respectively; 3. That the property is currently developed with a vacant fast food establishment; 4. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 5. That the proposal is to redevelop the subject property with a vehicle sales and display use; Community Development Board —November 17, 2015 FLD2015-06021 PLANNING &DEVELOPMENT tintrwdtcrLevel II Flexible Development Application Review DEVELOPMENTREVIEW DIVISIO 6. That the proposal includes a front (west) setback of 72 feet (to structure), five feet (to pavement) and front (north) setback of 57 feet (to structure), five feet (to pavement); and a side (south) setback of 52 feet (to structure), 15 feet (to trash enclosure), five feet (to pavement) and a side (east) setback of 46 feet (to structure), five feet (to pavement and trash enclosure); 7. That no flexibility is being requested building height or number of off-street parking spaces; and, 8. That there is no active Code Compliance case for the subject property. Conclusions of Law: The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with CDC Section 1-103 (General Purpose); 2. That the development proposal is consistent with CDC Table 2-701.1 (Maximum Development Potential); 3. That the development proposal is consistent with CDC Table 2-704 (Flexible Development Standards); 4. That the development proposal is consistent with CDC Section 2-7041 (Flexibility Criteria); 5. That the development proposal is consistent with CDC Section 3-914.A (General Standards for Level Two Approvals); 6. That the application is consistent with CDC Section 4-206.D.4 (Burden of Proof); and, 7. That the development proposal is consistent with applicable components of the City's Comprehensive Plan. The Planning and Development Department, having made the above findings of fact and conclusions of law, recommends APPROVAL of application FLD2015-08030, subject to the following conditions: Conditions of Approval: 1. That application for a building permit be submitted no later than November 17, 2016, unless time extensions are granted pursuant to CDC Section 4-407; 2. That prior to the issuance of any permit, all requirements of the Land Resource, Engineering (including Environmental, Stormwater and Traffic) and Fire Departments be addressed; 3. That issuance of a development permit by the City of Clearwater does not in any way create any right on the part of an applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the City for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law; and, 4. That all other applicable local, state and/or federal permits be obtained before commencement of the development. Prepared by Planning and Development Department Staff.% -- Melissa Hauck -Baker, AICP, Senior Planner ATTACHMENTS: Resume, Photographs Community Development Board — November 17, 2015 FLD2015-06021 Looking nort icast from t�S 19 frontage Looking east from US 19 entrance Looking south -ast from South Drive Lookin 7 east from entrance drive along US 19 frontage Looking south from South Drive .,onking west from ent-ance off of South Drive 23837 US Highway 19 North FLC 20154:8030 Melissa Hauck -Baker, AICP, NJPP 100 South Myrtle Avenue Clearwater Florida 33756 727-5624567 x2855 meliss _ha k ha ke rfai) Mienrwat .r. nm PROFESSIONAL EXPERIENCE • Senior Planner, Development Review Division — August 2015 to present Planner II, Development Review Division - July 2013 to August 2015 City of Clearwater, FL Provide professional urban planning services to citizens, City Officials and businesses regarding Land Development Review procedures and legal requirements of the Community Development Code for the City. Assist in the day to day planning and zoning operations as well as long range planning initiatives, interdepartmental cooperation and assistance. Conduct plan reviews, site investigations, report preparation, meeting attendance and presentation of findings as relating to proposed development projects and required regulatory review procedures. • Professional Planner Consultant - March 2010 to June 2013 Melissa Hauck Baker, AICP, NJPP Provide consulting services to clients as requested for various residential and commercial scale projects as relating to the necessary zoning and planning review processes required by the specific governing entity. Supervise the preparation of reports and plans, conduct site visits, attend and present findings at municipal and all related public meetings, coordinate with applicant, various municipal staff and related professional consultants. Senior Associate — January 2005 to March 2010 Project Manager- April 2001 to January 2005 KEPG, LLC, Atlantic City, NJ Oversee consulting services provided to municipal clients in the area of zoning, planning, master planning and redevelopment planning. Review all proposed projects before any required municipal board, authority and commission as well as any additional jurisdictional requirement of other local, state and federal entities. Provide professional guidance regarding planning and zoning concepts, zoning ordinance development, urban design issues, master plans, and redevelopment plans as outlined within the New Jersey Municipal Land Use Law. Supervise the preparation of reports and plans, conduct site visits, attend and present findings at municipal and all related public meetings, coordinate with firm staff, various municipal staff and related consultants to effectuate an efficient and thorough review process. Zoning Administrator - June 1998 to April 2001 City Planner - November 1994 to May 1998 Historic Preservation Specialist - September 1993 to October 1994 City of Reading, PA Staff liaison and administrator to the Zoning Hearing Board, Planning Commission, Historic Architectural Review Board, Reading Redevelopment Authority and Fine Arts Board. Enforcement, interpretation and regulatory cooperation of the following ordinances; subdivision, land development, historic preservation, redevelopment and zoning. Provide assistance with downtown, neighborhood, comprehensive master plan, parks, recreation, and public property planning. Conduct site inspections, process violations, and pursue cases through the court system. Assist with review of proposed development projects in conjunction with planning, engineering, and building code staff as well as with the preparation of the Comprehensive Master Plan. Generate graphics for various presentations as required by the department. EDUCATION Bachelor of Landscape Architecture, Magna Cum Laude, State University of New York, Syracuse, 1993 LICENSES AND ASSOCIATION MF,MBF,RSHIPS American Institute of Certified Planners #023351 (2009 to Present) American Planning Association (2001 to Present) Florida Chapter (2013 to Present) New Jersey Chapter (20 01 to 2012) Licensed New Jersey Professional Planner #33LI00609500 (2009 to Present) FLD2015-08030 DAVIS JAMES P ROBERTS SANDRA L DAVIS KAREN L SOLIS VICTOR AFD 1842 CARLTON DR 1866 CARLTON DR CLEARWATER FL 33759 CLEARWATER FL 33759 ROSARIO LUIS F WEINGARTEN NOSTAT INC 6228 ASHBURY PALMS DR 35 SOCKANOSSET CROSS RD TAMPA FL 33647 CRANSTON RI 02920 THOMPSON JESSE JR FISHER BRIAN 1854 CARLTON DR 2641 SOUTH DR CLEARWATER FL 33759 CLEARWATER FL 33759 MELONE PATRICIA R JANNELLI GILBERT G 2634 WOODRING DR 909 S FORT HARRISON AVE CLEARWATER FL 33759 CLEARWATER FL 33756 LINDER DANIEL J ARZA REALTY INC 1836 CARLTON DR 16 ST MARKS PL UNIT 1A CLEARWATER FL 33759 NEW YORK NY 10003 TWENTY-SIX SAC SELF -STORAGE LP WEINGARTEN NOSTAT INC 1250 EAST MISSOURI AVE PO BOX 924133 PHOENIX AZ 85014 HOUSTON TX 77292 KENNELLEY ROBERT G JANNELLI GILBERT G 2635 WOODRING DR SUSLAK BARBARA CLEARWATER FL 33759 909 S FT HARRISON AVE CLEARWATER FL 33756 JANNELLI GILBERT G Board of County Commissioners 909 S FORT HARRISON AVE 315 Court Street CLEARWATER FL 33756 5th Floor Clearwater FL 33756 RUBLE ELSIE Coalition of Clearwater Homeow 2634 SOUTH DR PO Box 8204 CLEARWATER FL 33759 Clearwater FL 33758 SHIPMAN KRISTINA Clearwater Neighborhood Coalit 1848 CARLTON DR Carl Schrader President CLEARWATER FL 33759 1541 S. Frederica Avenue Clearwater FL 33756 D � M -� 11 NOV 0 5 2015 PLANNING & DEVELOPMENT DEPT CITY OF CLEARWATER Case # FLD2015-08030 °�r tef SIGN POSTING ACKNOWLEDGEMENT I hereby acknowledge receipt of public notice signs to post on property I own and/or represent that is being considered by the City of Clearwater for site plan approval and agree to post said signs on the subject property in a location where it is capable of being read from the most significant adjacent street a minimum of 10 days before the Community Development Board hearing scheduled on November 17, 2015. Property Owner or Authorized Representative: Print Name Sign Name NW -f� 4`?,tet Date Community Development Board Hearing Date: November 17, 2015 The sign shall be posted on the property no later than: November 6, 2015 A time/date stamped photo of the sign, in place, on the subject property must be sent to the case planner no later than 10 days prior to the Community Development Board hearing date. Map Request for PLT, HDA, DVA, FLD and FLS Applications Planner Name: Melissa Hauck -Baker Case Number: FLD2015-08030 Address: 23837 US Highway 19 N Date Requested: 8/7/2015 Date Requested for (date): 8/31/2015 Electronic copies of the following maps required ® YES ❑NO 1. Location Map 2. Aerial Map 3. Zoning Map 4. Existing Surrounding Uses Map Required Documents to be submitted to Engineering ® Legal Description (must be part of survey or warranty deed) ® Survey - PLEASE RETURN ❑ Map with Proposed Site Highlighted ❑ EDR - no hard copies submitted - all submission material is accessible through Accela IN ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE LEGAL DESCRIPTION WE HAVE PROVIDED IS CORRECT AND ACCURATE. Thomas Mahony PSM, Geographic Technology Manager Signature CITY OF CLEARWATER PLANNING & DEVELOPMENT DF3AR7'MFN7' PoSI' OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 �' � USiIED�q�y�0 MUNICIPAL SERv10ES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TFLEPHONF,, (727) 5624567 FAX (727) 562-4865 9:30 AM Case number: FLD2015-08030 — 23837 US HIGHWAY 19 N Owner(s): Gilbert G Jannelli 909 S Ft Harrison Ave Clearwater, FL 33756-3903 PHONE: 7276923937, Fax: No fax, Email: No email Applicant: PHONE: No phone, Fax: No fax, Email: No email Representative: Craig Tennant 8/31/2015 "EQUAL EmPL01'1'IFNIT AND !AFFIRMATIVE /ACTION Empi,o FR° DRC—Comments 904 Highview Drive. Palm Harbor, FI 34683 PHONE: 7274181670, Fax: No fax, Email: Tennantcraig@aol.Com Location: The 1.042 acre property is located at 23837 US Highway 19 N, along the eastern side of US Highway 19 North at the southeast corner with South Drive. Atlas Page: 264A Zoning District: Commercial Request: The Community Development Board (CDB) is reviewing a proposed vehicle sales use in the Commercial (C) District for the property located at 23837 US Highway 19 N. The project is 14 feet in height, includes 47 parking spaces, and requests allowable flexibility from setback and landscape requirements (Sections 2-704.F and 3-1202.G). Proposed Use: Vehicle Sales/Displays Neighborhood Clearwater Neighborhood Coalition Association(s): Presenter: Melissa Hauck -Baker, Planner II 8/31/2015 "EQUAL EmPL01'1'IFNIT AND !AFFIRMATIVE /ACTION Empi,o FR° DRC—Comments CITY OF CLEARWATER ]PLANNING & DEVELOPMENT DEPARTMENT POgT OFFICE Box 4748, CLEARvATER, FLORIDA 33758-4748 `Qe �g1Jr0 MUNICIPAL SERvicoS BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARIX%ATER, FLORIDA 33756 TFLF,PHONE (727) 562-4567 FAX ( 727) 562-4865 The DRC reviewed this application with the following comments: Engineering Review General Conditions: If the proposed project necessitates infrastructure modifications to satisfy the site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. The site plan was reviewed for General Engineering criteria. The additional details provided in the plan set may have been necessary for other departmental reviews to provide flexible development approval. Construction details shall be reviewed more thoroughly prior to receipt of the building permit. DRC review is a prerequisite for Building Permit review. Additional comments may be forthcoming upon submittal of a Building Permit Application. Engineering Review Prior to Certificate of Occupancy Please provide a copy of the right of way permit for work in the Pinellas County right of way of South Drive. Please provide a copy of the Florida Department of Transportation for work in the US Highway 19 right of way. Engineering Review Prior to Building Permit: As per Community Development Code Section 3-1907B, Sidewalks/Bicycle paths and City Construction Standard Index No. 109 for Sidewalks, Applicant shall bring all sub -standard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. standards (raised detectable tactile surfaces or truncated domes per most recent FDOT Indexes #304 and 310). As per Community Development Code Section 3-1701 B, Sidewalks required, Plan considerations, if the remodeling of an existing structure will exceed by 50% of the assessed evaluation of the property where a sidewalk does not exist, an applicant shall provide for construction of a sidewalk in an easement or right-of-way. If the property owner qualifies for an exception, the property owner shall pay a fee in lieu of constructing the sidewalk to be used to construct a sidewalk at a future date. 8/31/2015 2 DRC—Comments "EQUAL EMPLOYMENT kNTD _AFFIRMATn'E Acno.\, Emwi.o TL'° ITY OF CLEARWATER PLANNING Zit DEVELOPMENT llEPAR7a4F:�'VT 3� Pos•r OFFICE Box 4748, CLEARWATER, FLORIDA 317584748 �'� �B4SHEOYq��,b MUNICIPAL SERvicos BuiLwNG, 100 Soui MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 i' Tr.Lr-:PHONF (727) 5624567 FAX (727) 562-4865 Environmental Review Prior to issuance of Building Permit: An Asbestos Survey is usually required prior to conducting any demolition or renovations. Contact Pinellas County Air Quality (727/464-4422) for more information. 8/31/2015 Provide erosion control measures on plan sheet, and provide notes detailing erosion control methods. General Notes: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. "EQUAL 51PLOYMENT kNTD AFFIVATmE AmON ENtPI.mTW' DRC—Comments 1•o"'�'� 4ITY OF LEARWATER �—� PLANNING & DEVELOPMENT DEPARTMENT Post OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MLNICIPAI SER\ACEs BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLoRMA 33756 J 'rowva f TELEPHONE (727) 562-4767 FAX (727) 562-4865 Land Resource Review Land Resource Review 1.Many of the Sm. Palms and Med. Palms on the plans are volunteer palms that have grown up with the weeds. They do not meet the minimum requirements for landscape material, specifically the minimum height of 10 feet of clear trunk. As they are volunteers many are not planted in appropriate locations, are under the overhang of the building, directly next to walls, etc. They are not suitable landscape material. 2.The existing ilax (Illex) hedge is not existing. There are only weeds. This does not meet the minimum requirements for landscape material. 3.Queen palms are listed as a category II invasive species on the FLEEPC, Florida Exotic Plant Pest Council list and are not suitable landscape material. They must be removed. 4.The landscape plan does not appear to show any landscape material that meets the minimum requirements for landscaping. Please review CDC Section 3-1202.6. for the minimum on plant size, spacing and quality. Please be aware that native landscaping is encouraged and may be required through a Comprehensive Landscape Program. 5. As per CDC Section 3-1202.6.4. All plants shall be healthy, free of diseases and pests, and a native or a non-invasive plant naturalized to Central Florida. Plants recommended in the Guide of the Southwest Florida Water Management District, Florida Native Plant Society, Florida Yards.ORG, University of Florida or other entity as approved by the Community Development Coordinator shall be used. 6. As per page 5 of the application, a landscape plan must provide the location, size, description, specifications, qualities of all existing and proposed landscape materials, including botanical and common names. The landscape plan does not provide this. In addition, under CDC Section 3-1202.6.5. there is a minimum diversity required. The diversity cannot be determined as the full details of the landscaping are not provided. 7. A per CDC Section 3-1202.C. For multifamily and nonresidential properties an automatic permanent irrigation system providing complete water coverage for all required and other landscaping materials shall be provided and maintained as a fully functioning system in order to preserve the landscaping in a healthy growing condition. Clarify on the irrigation proposed. If reclaimed water is available it must be utilized. 8. As per page 5 of the application and CDC Section 3-1202. H.3. adjacent off site tree must be shown and will be required to be protected throughout construction. There are several live oaks on the eastern property line that are not shown. Revise landscape plan to clearly show the existing off-site trees. At time of building permit additional requirements for tree preservation may be required. 9. Additional comments may apply after a revised landscape plan is submitted. 10. DRC review is a prerequisite for Building Permit Review, prior to issuance of a building permit any and all performance based erosion and sedimentation control measures must be approved by Environmental and or Stormwater Engineering, be installed properly, and inspected. 8/31/2015 4 DRC—Comments "EQUAL EMPLOYMENT kN-,D AFFO AAT mONT E'm1PLOYEPn CITY OF CLEARWATER PLANNING & DEVELOPMENT DEPARTMENT PosT OFFICE Box 4748, CLEARWATER, FLORIDA 3375811748 MUNICIPAL SER\7CE3 BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 �s..r TvLrPt4ONF (727) 5621567 FAX (727) 562-4865 Planning Review Planning Review General Site Plan and Application Comments 1. Page two of the application has several blanks which need to be completed with the resbumittal. Please address the existing zoning district, future land use plan designation, existing use, proposed use, site area in acres, maximum allowable gross floor area, maximum allowable floor to area ratio, and maximum permitted building coverage/ footprint. 2. Page three of the application has several blanks which need to be completed with the resbumittal. Please address the maximum permitted impervious surface ratio, maximum permitted building height, off-street parking, and project valuation. 3. The submitted landscaping information is not consistent with typical landscaping plans. Please provide a landscaping plan for our review which includes at a minimum the required five foot buffer with one tree every 35 feet and 100 percent shrubs. Please refer to Article 3, Division 12, Landscaping Tree Protection. 4. Please provide confirmation of the parking spaces, drive aisles and handicap spaces meeting the dimensional requirements of Article 3, Division 14, Parking and Loading. 5. Consistent with Section 3-903.F, parking lots shall be setback from property lines a distance of 15 feet, the existing parking lot needs to be modified to comply. General Applicability Criteria 6. Responses provided are not sufficient, please provide further clarification regarding the proposed use and the impact regarding the six criteria. 8/31/2015 "EQUAL EMPLOYMENT kND ±1FFIRMATNE ACTIO` EMPLOYER" DRC—Comments ` L")M'y'�o ITY OF CLEARWATER QM �..%- vY PLANNING & DEVELOPMENT DEPARTMENT a`� a POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIRU SERNRCES BUILDING, 100 SOUTH MyKrLE.AVENUE, CLEARWATER, FLORIDA 33756 +r«i=ily�n TyLEPHONF: (727) 562-4567 FAX (727) 562-4865 Planning Review Planning Review Flexibility Criteria: Comprehensive Infill Redevelopment 7. Responses provided do not correlate to the required criteria of Section 2- 7041, 1-6, please address the following items. 8. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. 9. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 10. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 11. Adjoining properties will not suffer substantial detriment as a result of the proposed development. 12. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the city's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 13. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the city; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: -Changes in horizontal building planes; -Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; -Variety in materials, colors and textures; -Distinctive fenestration patterns; -Building stepbacks; and -Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced 8/31/2015 6 DRC Comments "EQUAL EMPLQYMENT ANTD AFFIRMATIVE AcflON EMrt.oNEPO Planning Review landscape design and appropriate distances between buildings. Flexibility Criteria: Comprehensive Landscaping Application 14. The submitted Comprehensive Landscaping application includes responses which are basically listing of plants and not specifically addressing the required criteria. Please provide sufficient responses to the listed criteria regarding; architectural theme, lighting, community character, property values and special area or scenic corridor plan in order for the application to be considered. Stormwater Review Prior to Building Permit Maintain existing drainage patterns. Stormwater Review General Notes DRC review is a prerequisite for Building Permit Review. Additional comments may be forthcoming upon submittal of a Building Permit Application. Traffic Eng Review Prior to a CDB: Give typical dimensions for a regular parking space, accessible parking space and drive aisle. All parking spaces shall comply to current City standards. Specify the angle for the angled parking spaces. Use web address below and see Index 120. http://www. myclearwater.com/gov/depts/pwa/engin/publications/stddet/index.a sp The existing accessible parking stalls shall be re -designed to meet ADA standards. Provide accessible parking stall and accessible sign details compliant with City standards. The details can be accessed through the City's web address below, please use ,Index No. 118 & 119. http://www. myclearwater.com/gov/depts/pwa/engin/publications/stddet/index.a sp Provide 20'x 20' sight visibility triangles at the driveway(s). There shall be no objects in the sight triangle over the City's acceptable vertical height criteria at a level between 30 inches above grade and eight feet above grade. (City's Community Development Code, Section 3-904). As per 2012 Florida Accessibility Code For Building Construction, Section 206, provide an accessible route within the site from public sidewalk along US Hwy 19's frontage road to the accessible building or facility entrance they serve. Traffic Eng Review General Note(s): DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 8/31/2015 7 DRC—Comments "EQUAL EMPLOYMENT AND AFFiRmATivE ACTION EMPLOYER" �����,l�v~iwar�;� CITY OF CLEARWATER , s Drtim.�r�Ir; r DrrAR7lmn r POSTOFFICE BOX 4748, C.LEARWATER, FLORIDA 33758-4748 9 1 1SNEDA.O MU\`ICIrAt. $LItA'[flis BU[L()ING, IOO SOUT[I MYR"I'Ll:AwVL1E, CLIi3RW_kTGR, FLORIDA 33'56 TELEPHONE (77 27) 562-1567 FAx (7 27) 762-1576 August 6, 2015 CRAIG TENNANT 904 HIGHVIEW DRIVE PALM HARBOR, FI 34683 VIA FAX: RE: FLD2015-08030 -- 23837 US HIGHWAY 19 -- Letter of Completeness Dear CRAIG TENNANT: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: FLD2015-08030. 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 September 3, 2015, 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 562-4567x2855 or melissa.Hauck- Baker@myclearwater.com. Sincerely yours, Melissa Hauck -Baker Planner II 8/6/2015 °EQI;AL EmpLOYb1ENT ND AFFIRMATAT AmON EMPLONTR Letter_Of_Com plate n ess FLD2015-08030 Chronology August 3, 2015: Application submitted, paper format. August 6, 2015: Application deemed complete. September 3, 2015: DRC, 9:30am, Applicant did not show up for meeting. September 28, 2015: Monday, 9am meeting with Gilbert Jannelli, Craig Tennant, Robert Tefft, Melissa Baker October 1, 2015: Applicant resbumittal, paper format but uploaded into Accela by Sherry November 3, 2015: Staff report forwarded to Robert November 5, 2015: Robert's edits incorporated into staff report November 9, 2015: Staff report forwarded to Sherry 0 (D s� Vc-, k G SOA _ 4sw - */- � q f� - ,( 4/ -1 �_ -4. ( 0�-.- t q) to�A4/ C5-1 �A Ce I-) (a � f/ i �7 US o 22 2 �CDo<6t- L4 2--7,`A S 6L Hauck -Baker, Melissa From: Jackson, Matthew Sent: Tuesday, November 03, 2015 9:42 AM To: Hauck -Baker, Melissa Subject: FLD2015-08030 . Melissa: I just received a call from Joseph and he would appreciate a call to get up to speed on the application. I provided the Nov 17 CDB date and location... 954.683.0775 Thank you Sincerely, I ✓ I / f— 1 Matt Jackson Senior Planner City of Clearwater Planning & Development Department 100 S Myrtle Avenue Clearwater, FL 33756 727.562.4504 (work) Hours of Operation Monday -Friday: Sam - 4:30pm Customer Service Hours Monday, Tuesday, Thursday, Friday: 8am-4:30pm Wednesday 8am-2:30pm Hauck -Baker, Melissa From: Simpson, Daniel Sent: Thursday, October 15, 2015 1:13 PM To: Watkins, Sherry Cc: Hauck -Baker, Melissa Subject: FLD2015-08030 / 23837 US HWY 19 Sherry, All Engineering, Environmental, Stormwater and Traffic Prior to CDB conditions have been met for FLD2015- 08030 / 23837 US HWY19. Daniel C. Simpson, E.I. Engineering Specialist II Engineering Department City of Clearwater 100 S Myrtle Avenue #220 Clearwater, FL 33756-5520 TEL: (727) 562-4779 FAX: (727) 562-4755 ��Ilat�t From: Watkins, Sherry Sent: Friday, October 09, 2015 4:22 PM To: Akin, Pam; Anderson, Matthew; Banacki, Ariel; Bawany, Nabil; Beery, Mark; Brotherton, Kyle; Buzzell, William; Chase, Susan; Chesney, Ed; Clayton, Gina; Crandall, Ellen; Delk, Michael; DuPont, Kimberly; Elbo, Bennett; Fogarty -France, Anne; Gluski, Roberta; Hauck -Baker, Melissa; Hubbard, Christopher; Hufford, Diane; Jackson, Matthew; Kader, Art; Kessler, Sarah; Klasing, Linda; Lane, Charles; Matzke, Lauren; Neuberger, Ronald; Nurnberger, Kevin; Parry, Mark; Pittman, John; Powers, Rob; Pryor, Mike; Reid, Debbie; Rice, Scott; Sanderson, Denise; Schultz, Edward; See, Katie; Shannon, Jennifer; Shoberg, Elliot E.; Simpson, Daniel; Soto, Camilo; Stutz, Stephanie; Tefft, Robert; Zitouni, Trish Subject: Resubmittal For the November 17, 2015 CDB Resubmittals are ready to view in Accela. Cases upload: FLD2015-07027 FLD2015-08030 FLD2015-08032 FLD2015-08033 FLD2015-09035 LUP2015-08002 REZ2015-08001 I have placed one copy of the below cases resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for CDB mail out). Please review your comments/conditions for this case in Accela and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have cases reviewed, if possible by 12PM, October 21, 2015 LUP2015-09003 REZ2015-09002 On Tuesday you will receive an email that you will be able to view REZ2015-09003 Thank you, Sherry Watkins Administrative Analyst Planning and Development Department 727-562-4582 sherry.watkins@mvclearwater.com Sherry Glai%u� F�dministraEire /4nalysE 1 fanning and D"e%pmed Depat*ned 727-562-4582 sherry.watkins@myclearwater.com � 1 ' Wind Pressure on Main Wind Force Resisting System (MWFRS) Load A B C D E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ----------------------------------------------------------------------------- 1.00 30.88 -9.39 20.58 -5.32 -28.46 -19.05 -19.81 -14.49 -39.87 -31.20 2.00 _..00 ...00 _ 00 .00 ...00 ..00 .00 00 .00 .00 Note (1) ps = Lambda * Kzt * I * ps30 Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis. Wind Pressure on Components and Cladding (Ch 30 Part Meca`� .nd Pro v2.2.6.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com All pressures shown are based Date 7/23/2015 Project No. FORMER MCDONALDS of .6 Company Name Paul E Hagler, Consulting Eng. Designed By Paul E Hagler, FPE 20158 Address 1172 Fernwood Description Remodel Description City Holiday Customer Name Craig Tennant ArealZone Max P State F1 34690 Proj Location 23837 US 19 N., Clearwater Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 145.00 mph Cat: Risk Category(I,II,III, and IV) = II 1 Exp: Exposure Category(B,C, or D) = C 10.04 RHt: Ridge Height = 9.61 ft EHt: Eave Height = 8.00 ft Ht: Mean Roof Height of Building = 8.81 ft Theta: Roof Angle = 16.70 Deg L: Length of Building(If Gabled, along Ridge) = 73.00 ft B: Width of Building(Perpendicular to Ridge) = 51.75 ft Kzt: Topographic Factor = 1.00 40.0:4 Lambda: Adjustment Factor for Building Height and Exposure = 1.21 50 sf Corner I: Importance Factor = 1 1.00 25.17 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 3.52 ft 2a: Length over which Zone A acts on Each Corner = 7.05 ft Wind Pressure on Main Wind Force Resisting System (MWFRS) Load A B C D E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ----------------------------------------------------------------------------- 1.00 30.88 -9.39 20.58 -5.32 -28.46 -19.05 -19.81 -14.49 -39.87 -31.20 2.00 _..00 ...00 _ 00 .00 ...00 ..00 .00 00 .00 .00 Note (1) ps = Lambda * Kzt * I * ps30 Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis. Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 r---------------- -1 - ------------ Description Width Span ArealZone Max P Min P 1 ft ft ft^21 psf psf 1 ' --------------------J------------------- 1 10 sf Interior 2.00 5.00 10.04 27.52 -29.80 10 sf Corner 2.00 5.00 10.015 27.52 -36.81 20 sf Interior 4.00 5.00 20.014 26.28 -28.60 1 20 sf Corner 4.00 5.00 20.015 26.28 -34.30 1 50 sf Interior 8.00 5.00 40.0:4 25.17 -27.52 50 sf Corner 8.00 5.00 40.015 25.17 -32.13 1 1 100 sf Interior 1 14.30 7.00 100.1.14 23.38 -25.70 1 1 100 sf Corner 1 1 14.30 7.00 100.115 23.38 -28.60 1 1 200 sf Interior 1 28.60 7.00 200.2:4 22.66 -24.98 1 200 sf Corner 28.60 7.00 200.215 22.66 -27.16 1 1 Wall Interior 1 20.00 8.00 160.014 22.95 -25.27 1 1 1 Wall Corner 1 3.52 8.00 28.215 25.82 -33.41 1 1 Roof Interior 1 20.00 10.00 100.011 11.18 -22.83 1 Roof eave 20.00 3.52 70.512 11.99 -34.21 1 1 Roof corner 1 1 3.52 6.52 23.013 14.26 -60.03 1 1 Roof Eave overhang 1 20.00 4.00 80.0:2H .00 -51.26 er-overhang 3.52 4.00 14.1 .00 -82.76 _ \`�411MTT%co NooE 'je�i "2H" or "3H" then MaxP will be zero `3H - - - per Figure 6-3. 1 �Q���„�Cl�f1n P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. 1te,,"(3)IfArea�l.t�then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. (4)No�i5$kreA<10-then Area=10 . .. or Area>500 then Area=500 for Zones 4 & S. ._ �t E = Pau , le FPE 20158'�W` Julys j-�ORIDP �i )NAL 111 I f AdL MW 254' 0" <-- CQ 50Ai"p • "rass areas—op. areas 11, o / Ex•t Med. Im 25' all palm d. palm Ex. past Med. pal Ex. post ilight light � N ►ght o • o / 0 c •' oy� y 3 �yy Existing pavement (asphalt) o a c c All columns 4' ht., walls @ 3' ht.,(typ.) ovrE] 6 Q--- o Ex. Covered ,drive-thru LO c" Med. palm I. f --Grass areas O ax (42'x73' ac) Ex. 16"x16" mtl. - I Signas! Ex. Masonry walls (t p. Former Mcdonalds bldng. • a Ex. open patio w/ 46 existing parking spaces and . 2 Med• d walls & columns as 2 ex. handicap parking spaces I enclosure 45,420 sf site *--Grass areas —P " N All denoted landscaping is existing 2 sm. Ims 3 sm. Ims • *--Grass areas Existing glass wall 0 2 sm. I To be removed o Hdcp. Hdcp. Ex. Concrete walk I - CD IN I N Existing pavement (asphalt) • o 4—morass areas—► Lin Ex. 25' 11•palm� fes --Grass areass—o 270'0" $m palm 20" oak ; Iami `c' cc o M m � o°'o °"0 m ot- 0) M 00 w 4) N • �•N o or` • ��I�IIf i C.7 • Caj ' = of S -EMed. Im M ya II1 ` 4) M J $m palm � � V o civ LL ._.,� CN M cc o '~0 Q o w� 4) r- c�v3 i E�flbTi i, i • ~ `—' r - a. 0 ami a of ttI N; 46' 0" c N I Z � 20'0" Z Sm W palm � NO 6' high ly Conc. wall Existing ti Go Trash cam" Containment - 0" I V = 0 area m V) • W � ast lig t 6' high J! Z N >L LU, C 4. SITE 7-15-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 #1=20' PLAN W in 0 io 0 Legend: ® Demo this area Demo existing non-compliant glass and metal Mull bars of front (West) elevation Existing stainless steel walk-in cooler. Demo and remove. Existing non -load bearing partitions. Demo and remove. I, 30' 6" I, - Demo existing glass door and windows--] I, I 12'3" 6'6" 7-15-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER. FLORIDA, 33765 SCALE: 11881-1 ISSUE DATE BY: PR 7-15-15 CT N PERMIT REV. "TRAM • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Cade. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. OAR dimensions and job conditions shall be verified by the contractor and any and off discrepances shall be reported to the architect or engineer Prior to commencement d construct. Q O H � � Q "Waft V4 r; V � 00 m �0 W y L�L. vJ O AS BUILT REV. �aU i4o � om a��i� y O r- .0\§tM 111 �Im r�. N N N C 90 A �3. a ��%�' ai E CO2 1i •Coe%, X =2Aav ± i ♦1 tat -00 . (C L V ca CUu- C r— N w = C Vto CLp LLJ N 0)aE 5c V O. U N 0-0 "TRAM • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Cade. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. OAR dimensions and job conditions shall be verified by the contractor and any and off discrepances shall be reported to the architect or engineer Prior to commencement d construct. Q O H � � Q "Waft V4 r; V � 00 m �0 W y L�L. vJ O AS BUILT 7-15-2015 I, 12' 3° 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 11800=1 I55UE DATE BY: PREVIEW 7-15-15 Cr N PERMIT REV. REV. ;hitect or Engineers hese plans and vith the 2014 Florida • These drawings and design are wlid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. *All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect W \ N a N rt, � a U cc Q U- W to L .c a� •3 Om 0> 00 O O M O Ll_ N O rl- m O\,���� /titi = CU N 213 v�c009 C � C E N V CL U a) CL U ',`�� ;hitect or Engineers hese plans and vith the 2014 Florida • These drawings and design are wlid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. *All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect W \ W 00 rt, `� I U- W to L .c a� •3 ` y cn O Ll_ .00 O V C N = CU N C � C E N V CL U a) CL A-1 7-15-2015 1W0OOM 4-11( I n 1'4/" s I �Tco�N A_ uu�Nowwine O- NB tN C V-0 OM ON nurme egcnnoxarorro� ain� ua�uoowa„re 5 HC RESTROOM 6 IIaA'lN A II ENATION B S EI EliA1TON C 8 HC RESTROOM DETAK S MUMAMINk ❑e x+eo�aese< E) EE] aunev�aw�Xaurt Elau�seratiBvv. El 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE. 11810=1 0 REV. REV. • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect or engineer prior to commencement 4 construct. IA Q H � h 1 v 00 CA W I �Ibi O 46 CAL A2 IN C LO aU >rn m 0) 00' U- 0 o ccv) v (Dm , yID &D \ NG c / 7 i WN � co I _ CU V- T��� `W 00 cc u. (D �� VO CVU- w C C C\I = CQ = e W a p 'p CC 7 Ci a) a0 • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect or engineer prior to commencement 4 construct. IA Q H � h 1 v 00 CA W I �Ibi O 46 CAL A2 Existing structural roof LL /- Existing roof -- T�___ 5 FT. Existing glass walls to be removed due to non-compliance 8 FT. J Existing slab I I Existing footings-------------------- I I I I --------I--� I --------------- — — — — — — — — — — — — — _ _ I EXISTING SECTIONZ - 0" - - - - - J 7-15-2015 23837 U.S. HIGHWAY U_ co U_ 6x8 mtl. f lash Simpson H 2.5A Uplift 600.1-ateral 110 Fla approval # 10456 Simpson Post Cap BC4 Uplift 980, lateral 1000 Fla approval # 10860 8 FT. r 1 Simpson Base BC40 Uplift 805, lateral 770 Fla approval #10860 I I --------------------- (----------- REVISED SECTION —0—" — 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE z "=1 '-0" 2-117/8 microlams New aluminum metal and glass storefront system. See attached. 1-411x4" @ each end of Microlam beam • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect Z W H Q I ca W tI Q SECTIONS A-3 a - LOi a) cc o �—Existing 24" metal roof joist (typ.) .0U >rn 00 °�irrr o E —Existing structural roof 1 _ Existing 24" metal roof joist (typ.) >if 19 New 2"x8" roof framing @ 24" oc. C M a CO W/ 5/8" plywood sheathing, w/ 90# _ :S L underlayment, w/ cement roof tiles o to match existing. W a Galv. Mtl. drip , Cor o E 2"x8" sub -fascia o- 111x10" fascia 5 FT. Simpson H 2.5A Uplift 600.1-ateral 110 Fla approval # 10456 Simpson Post Cap BC4 Uplift 980, lateral 1000 Fla approval # 10860 8 FT. r 1 Simpson Base BC40 Uplift 805, lateral 770 Fla approval #10860 I I --------------------- (----------- REVISED SECTION —0—" — 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE z "=1 '-0" 2-117/8 microlams New aluminum metal and glass storefront system. See attached. 1-411x4" @ each end of Microlam beam • To the best of the architect or Engineers knowledge and belief, these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect Z W H Q I ca W tI Q SECTIONS A-3 EXISTING FRONT ELEVATION 29' LEFT (NORTH) ELEVATION REVISED ew storefront glass (see attached) RIGHT (SOUTH) ELEVATION REVISED • To the best of the architect or Engineers v� rr®Ns B' lding C and bel;ef.these plans and L specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. 9 To the best of the knowledge of the architect or engineers, sold plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety .,tea - - t;_�-/ A 7-1-201-523837 U.S. HIGHWAY 19 NOR'- T' P, FLORIDA SCALE: 118 ��=1 ' 0Alll dimension and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect CU `mo nU � o m m LL a o r- � m N pl N U N O CU L�._ �c'7 A_J LL. L r c N 2 C CU Z"t M aE W `0 (D = �c U 16 Q. U N d 0 A-4 .o - mcsexrt'�omsm sae e w3isas 11019M 0zM laa � � _ •c 1Pffi15mti m6RI(IH 0065-6� l if CDry 1! 1 z 0 o � z g Q � (H? l3kl[3N 3PM1'N! am Z!H 2!H VH i Z!H I Z/H 7-� 5-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 -SCALE: ►,;►t REV. � p � 10- N t> v o °' •tq p .a �� � i• L (D amCU CD ) l J.1 p� UO CQ LL � , c N = C cc CF LLI U Q U N Q-13 LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' aeorroma aaexa�'moasaa avonNa,c adoCD0 cU>raEs ro�021N1SS3t3NkRH O6 -9j c ti in W A u' 0 gig P g -- 3 S N V T lSNtvlC Jill i z z oimam Wft� U 0 U = z� mcsexrt'�omsm sae e w3isas 11019M 0zM laa � � _ •c 1Pffi15mti m6RI(IH 0065-6� l if CDry 1! 1 z 0 o � z g Q � (H? l3kl[3N 3PM1'N! am Z!H 2!H VH i Z!H I Z/H 7-� 5-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 -SCALE: ►,;►t REV. � p � 10- N t> v o °' •tq p .a �� � i• L (D amCU CD ) l J.1 p� UO CQ LL � , c N = C cc CF LLI U Q U N Q-13 LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' 1! 1 z 0 o � z g Q � (H? l3kl[3N 3PM1'N! am Z!H 2!H VH i Z!H I Z/H 7-� 5-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 -SCALE: ►,;►t REV. � p � 10- N t> v o °' •tq p .a �� � i• L (D amCU CD ) l J.1 p� UO CQ LL � , c N = C cc CF LLI U Q U N Q-13 LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' i Z!H I Z/H 7-� 5-2015 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 -SCALE: ►,;►t REV. � p � 10- N t> v o °' •tq p .a �� � i• L (D amCU CD ) l J.1 p� UO CQ LL � , c N = C cc CF LLI U Q U N Q-13 LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' REV. � p � 10- N t> v o °' •tq p .a �� � i• L (D amCU CD ) l J.1 p� UO CQ LL � , c N = C cc CF LLI U Q U N Q-13 LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' LUQ � y ~ � o H � � v � r� Q Z ' H � • To the best of the architect or Engineers , w O knowledge and belief, these plans and V, specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 0 To the best of the knowledge of the architect or engineers, said pkmns and specifications y comply with the applicable minimum Building Codes and the applicable minimum fire safety ;� standards.� All dimensions and job conditions shall be Verified by the contractor and any and all discrepances shall be reported to the arc hitect ' hitect ' PARKING PLAN I1-16-2015 23837 U.S. HIGHWAY 19 NORTH CLEARWP4TER ftoprrA, �����SCALE:l"=20' . ►J v CR 50A -0 RE CEIVED " N V 16 2015 /* CM OFeumm.,WA •Vf d \N FA �o FA Vi El • �1 \- D D OO sod � Ex. Brick walkway Ex. Concrete walk P r' Remove existing curb in this area remove sod, install, pavement ITI 4) E level of Darki this area. W 1 / f.• t �• 04 0 n M r f � �(� \... •ir,.4nc.-tet � x. sty e No parking !� , \ <7" C5 Ex. Concrete walk — r / 'C PARKING PLAN I1-16-2015 23837 U.S. HIGHWAY 19 NORTH CLEARWP4TER ftoprrA, �����SCALE:l"=20' 7-15-2015 a a J t9 1 N' N Z O W a Q O in W V) W 0 z W z 9 m. U O O 114tittQDQ iMa Y aururtua ` fSIiLJa'P�iI1L1b�0$1.iLOaI{V[W edopiku3&iRre 0 MW MUMS 0M Avg a iNvissix Imam 000mi a — Q:N It c4 WL 9 2M I&M 33S as '0a d MIS NO S1410 335 zm� .wam+ 3W AU ra iAfig "WNfI W s n W u o 0 N�. In In o- CSE N 1m 1 Ilei 12 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: N -r S. 0 V- •� -7 , I l o00 W t�U cN`vo a) C p m 100M p p M a aai L �C N a O .00,\r- pp000r \LIY r(A�•i _ a V- •� -7 , I l o00 W .c�•3 a`�M —N Wa UO 01 J OIL C C N = C �C N a O W N N r- E= 7 C ao Vo_UN Z a1 Z a1 h 00r V 0 � o�� �` uiZ , ^ O 0 To the but of the architect or Engineers I knowledge and belief,these plans and vJ specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from date of being sealed. 9 To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Buildug Codes and the applicable minimum fire safety standards. A 6 *Ali dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect emwoo ua u /� �P10 �/ r�s><s Bois mz►ro uro 1MILS63t! 3NII�t�tl11H'0009�`J9 � ` � Q 6 z 0 'cc 0LJ Q ISSUE DATE BY: PR 7-15-15 Cr N rT REV. REV. pFRMCD atv. t CU CD om �� .� LL Liltl `-r173 BE U1 Up all �p N � C � d 00 LL CD Co cc� CSO ALL C N = �A to cc C C °a o � 6 z 0 7-1-5-201-5 23637 U.S. HIGHWAY 19 NORTH, CLEARWATER. FLORIDA, �r 33765 SCALE. r S W ,o � act ami a�00 Q Z .ai H � � 4C v = wtLU 4 • To the best of the architect ar C-ngineersMb O knowledge and belief, these Plans and specifications comply with the 2014 Florida Q Building Code. • These drawings and design are valid for 12 months from dote of being sealed. 40 To the best of the knowledge of the architect - or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety � standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect-- 7-15-2015 I I I I I 1 I I I I I I 1 I I I I�W I I I I i I I I I I I 1 i7l D D O Exit signs and egress lighting shall have 90 min. battery backup and shall not be switched. Fixtures shall not be substituted without written consent of owner and architect. If required by energy code, provide motion sensor controls and all necessary accessories such as relays, contacting, sensors, overrides, etc. DATE I SY: REV. 0 2X4 TROFFER (TYP) ALL ARE EXISTING IW� u mt 0 EX Existing electrical panels .M M D 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 1810 =1 • To the best of the architect or Engineers knowledge and belief,these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect or engineer prior to commencement 4 construct. N C L N >E� a- ao LL0J ccs Lir 00� mono C N -� Q� 0� W o 0 E= 04 a c�i ami O-Knl ---.SL ,r 0 2X4 TROFFER (TYP) ALL ARE EXISTING IW� u mt 0 EX Existing electrical panels .M M D 23837 U.S. HIGHWAY 19 NORTH, CLEARWATER, FLORIDA, 33765 SCALE: 1 1810 =1 • To the best of the architect or Engineers knowledge and belief,these plans and specifications comply with the 2014 Florida Building Code. • These drawings and design are valid for 12 months from date of being sealed. • To the best of the knowledge of the architect or engineers, said plans and specifications comply with the applicable minimum Building Codes and the applicable minimum fire safety standards. •All dimensions and job conditions shall be verified by the contractor and any and all discrepances shall be reported to the architect or engineer prior to commencement 4 construct. Z 0 H � � Q �... .-� 0 V � 00 m1A N w 1A 2 O Q CL E-1 m• / 1 >E� a- ao LL0J ccs Lir 00'IL C N = C cn CL 0 W o 0 E= 0 0 a c�i ami a- ❑ Z 0 H � � Q �... .-� 0 V � 00 m1A N w 1A 2 O Q CL E-1 CR soA \ E2('20" OA --. = In to c PC Juni ers gr nd a` Cove Install 25 varigated Arbacoca 15 Indian Hawthorne—/ nstall three (3) new Sylvester Palms ` VA EDC. 18" OA El El Install 50 Indian Hawthoms DC. IT OAK Install 50 virig ed Arbacoca O D D Install 25 Pf , ` Juni U • d —► �� s� Note: existing Queen Palms are to be removed from site I v J • :�. - : . v r. per FLEEPC. Also, the majority of the volunteer palms on site are to be removed. Also all existing live oaks, both + i on the property and adjacent will be protected • .. . . ....... . . . ... �, . • - • - • during site/ building construction- Remove Brazilian pepper. Note: per CDC section 3-1202.0 an automatic permanent irrigation system providing complete water coverage for 4 DCISTING OAK all landscaping materials will be installed. JUST TO THE EAS THE PR PERTY E. \� Install 5:: OIRi Note: a temporary straw bale sediment barrier will be 'Bit I$ + Installed at the site perimeter during and site building Junip( —•► r Construction processes per city index no 612. I Note: All new plants installed are 18 ht., planted every 36" (as measured from � Q, f Install sixty (60) new Cro n Mammies the center of the trunk), providing a 1005 continuous hedge which will be 36" W '� t high and 80% opaque 12 months from the time the certificate of occupancy is Three (3) niw Sylvester Palms. received. Installed Parsoni Juniper ground cover will not attain this height. I Note: AN invasive species, and all dead shrubs are to be removed from the site. IQ � O.C. Wte:turf gross is to be installed in remaining non -landscaped areas of the site. (z 3 EX OA�x IV Ins 11 25 P oni r 12" TO 14" ( .p Juni rs g 'OU d 1 ap JA Cover. r N 1 z 16 t a _ W ..Mfftl.. k� 35 ft. *k 35 35 ft- NEW 5' LANDSCAPING BUF "I,., r . NEW 5' LANDSCAPING BUFFER (from this point East N rear F ER -_e_ ji) Install 270 Virigated Arbacoca (from this point West to front of property) LANDSCAPE PLAN % 9-9-2015 23837 U.S. HIGHWAY 19 -NORTH CLEARWATER FLORIDA, 33765 SCALE: 1 11=20r ovdlj)U-4 IY16 tq I A" 0 Iva, - - f % p '�� fa�< q!,VU461�� lI' I Ilk , tv 041 j-- CR 50A -fl Ac -post p ; Locate displayvlehiles \ I / d ,K tox am okumwot•afo flat ai M fog '• .� • : V :: • / P� w . O ::: -r -: • .'. \ dONLY �a(R M foo o PF1MT { : f8 atms Wql A i,f m0 T610 i� : � a•s e,omafo O� C :tiJ: • \ o114 iN Vi 12'0" 0" 12.0" 5'0" 12'0" 5'0", • 20'0" I . ❑ ❑ TYPICAL ACCESSIBLE Ex. sod • SIGN DETAIL • an .�.a "n tro: s or t meq/ D zo D I wts ."df 0 0 a zo Ex. Brick walkway Ex. Concrete walk amp t=] ' morte existhg curb of this arca down rcnww sod, Install new pamme r1�1 of 0 Existing d ng so • Ex. Concrete patio To remain as is.18 standard parking spaces. Remow ex. Wall in this area to allow c ..... tdei eJk :: nle ci> resa_s6deiNailc ,•.- .: •. connection to new skkvmAk from the West. 3 accessible parking spaces. Existing sod x. stg I No parking Loading -unloading passengers Ex. Concrete walk f \ - O N Typical parkin data ----- / 0 / No parkingLocated pk►y vehicles o 60 N Ex. .post post light li lig - c .h w 9-9-2015 23837 U.S. HIGHWAY 19 NORTH, CL.EARWATER, FLORIDA, 33765 SCALE: 1 =20' Q � W tet'^ H v � ,o m UJI W 40 _%O R PARKIN6 PLAN 254' 0" CR 50A --0 -C---brass areas t ---brass areas oo Ex. st N / light Mede Im 25' 11 palm d. palm tgh Med. pa! \d���st L 3 / jpyy h (s Existing pavement (asphalt) k6 / _ All columns 4' ht., S walls 3' ht.,(typ.) OUT • o << 6" Ex. Covered drive-thru r • NI Med. palm _J�I 0 4 ---sass areas • ��-�Ex x Ex. 16"x16" mtl. Sign Poi Ex. Masonry walls (typ. • ��,(�- bV i Ex. Open patio wf • 2 s Ims Med. p Walls & columns as enclosure '--Brass areas ►a CIj°''' All denoted landscaping is existing 2 sm.pppyt lms 3 sm. palms 4 ---Grass areas h Existing glass wall o; I rsm ~ t `To be removed p. Hdcp. Ex. Concrete walk IN N Existing pavement (asphalt) 0j L, \ Ex.po t \ Ex.po Ex. t \ liIZI, 1 \ \_L�ght 1 light _ light \ I a 5' tall as ifn *--Grass brass areas---� _ • ♦=--brass are �T 5' tcrlt•palm .r 70'0" Med. 7-15-2015 23837 U.S. HIGHWAY 19 NOR-TH. CLEARWArER, FLORIDA Sm palm e\ 460" �. Z 20'0" I Z Sm palm O /\ H 6' high Conc. wall Existing CD Q o Trash Containment 5' 0'� �, •� d - area m post \ �' t 6' hi h H onc. wa Q LU 33765 SCALE: 1 =20' PLAN Z9" oaks . N 'i ai • U > o c m o a an Q>c •r m L 'U5 O C� h Z 0 I E _ cc • y _ • N� � o �w 3 2 aocs; > CV M Il 00 M U_ (0 Sm palm � "a 8 o M u_ mecca =c 'o w cc N CL 0 LU 'a U ca M T 3 \� Q v 460" �. Z 20'0" I Z Sm palm O /\ H 6' high Conc. wall Existing CD Q o Trash Containment 5' 0'� �, •� d - area m post \ �' t 6' hi h H onc. wa Q LU 33765 SCALE: 1 =20' PLAN BOUNDARY, SURVEY A PORTION OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA. DEED LINE BEARING D15TANCE Ll ---5-01'06'45'W_]_ 236.08'(D) L2 5 66°34'39" E I 100.00(0) L3 501-0645'7_1 33.00'(0) L4 566°3439" E I I G.00'(D) THE NORTHWE5T CORNER OF THE 50UTHWF-5T 1/4 OF SECTION 5, TOWN51-11P 29 50UTH, RANGE I E EAST I i 1 Q _ ----------------------- i i W LLL T- + F Z EDGE OF PAVEMENT _ __`_— — — —_ _ _— — � 50UTH DRIVE(F) COUNTY ROAD NO. 50(P) - - - - PAVEMENT WII?TH VARIES GG' P/W PER PLAt DESCRIPTION: BEING A ONE-QUARTER INTEREST IN AND TO: BEGIN AT THE NORTHWEST CORNER OF THE S/W 1/4 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 16 EAST, RUN S. 1' 08' 45" W. ALONG THE SECTION LINE 228.08 FT.: THENCE S. 88' 34' 39" E., 100.0 FEET; THENCE S. 1' 08' 45" W., 33.0 FEET; THENCE S. 88' 34' 39" E., 16.0 FEET FOR A P.O.B.; THENCE S. 88' 34' 39" E., 254.0 FEET; THENCE S. 1' 08' 45" W., 170.0 FEET; THENCE N. 88' 34' 39" W., 270.0 FEET; THENCE N. 1" 08' 45" E., 110.0 FEET; THENCE N. 16' 05' 38" E., 62.01 FEET TO THE P.O.B. Revisions: Prepared for & Certified to: I PARCEL ID. 05-29-1 G-00000-320-0200 OR CG39G, PG 0013 APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12103CO126G EFFECTIVE DATE: 9/3/2003 JOHN R. BEACH & ASSOCIATES, INC. Project Number: 32842 Square Feet: 45416.3± SURVEYORS AND MAPPERS LEGEND: t 911 WEST ST. PETERSBURG DRIVE (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= ONE OLDSMAR, FLORIDA 34677 CONCRETE SLAB, CFI= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COL= COLUMN, COR.= CORNER, COV.= COVERED, E/P= EDGE WAY (813) 854-1276 FAX (813) 855-8370 OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, O.R.= OFFICIAL RECORD BOOK, PG.= PAGE,PB= PLAT BOOK, PCP= [NOT VALID WITHOUT THE SIGNATURE AND Dote: 7 16 15 PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR= SET 1/2" IRON ROD & CAP No. 4493, SN&D= HE ORIGINAL RAISED SEAL OF A FLORIDA SET NAIL &DISK,TBM= TEMPORARY BENCHMARK, U/P= UTILITY POLE. WIT.= WITNESS. V/F= VINYL FENCE. W/F= WOOD FENCE. (R) = RADIAL ICENSED SURVEYOR AND MAPPER SEC, 5 , TWP. 29 S, RNG. 16 E. BEARING BASIS: THE SOUTH BOUNDARY AS BEING N 88'34'39" W. (ASSUMED) R 5 88°34'39" E 30.00'(M) FCM ID. 5 55'35'1 I " E 104.92'(M) NO 30.00'(0) 4"x 5 56'34'32'E 104.92'(P) I I I I I I I CARLTON TERRACE THIS SURVEY IS SUBJECT TO ANY FACTS THAT Checked By: MAY BE DISCLOSED BY A FULL AND ACCURATE ,Q-uE, ADMINIS'T,RA' ViV ,Q ULr; ',%RSU,/ STATUTES�A TITLE SEARCH. ALSO SUBJECT TO SETBACKS, BLOCK 4 EASEMENTS AND RESTRICTIONS OF RECORD. n UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. 63 DO NOT SCALE THIS PRINT. DIMENSIONS AND rn NOTES TAKE PREFERENCE. R 5 88°34'39" E 30.00'(M) FCM ID. 5 55'35'1 I " E 104.92'(M) NO 30.00'(0) 4"x 5 56'34'32'E 104.92'(P) I I I I Drawn By: I I I CARLTON TERRACE RESP,ONALE CHARGE AND STAI`ID,AR S% A ' SET FORT�4 PROFE•51 Checked By: LOT I ,Q-uE, ADMINIS'T,RA' ViV ,Q ULr; ',%RSU,/ STATUTES�A Scale: BLOCK 4 I I I PLAT BOOK 4 1, PAGE I G I I � � I in in N 7 D N N N N s3I > I PARCEL ID. 29-1 G-COOOO-320-0210 OR 06396, PG 0013 I I CAKLCON TERRACE LOT 2 i BLOCK 4 i I I I I PLAT BOOK 41 , PAGE I G I ( I I CARLTON TERRACE 30.0' (M)(D) LOT 3 BLOCK 4 I PLAT BOOK 4 1. PAGE I G fcM 4'x4" NO ID. Drawn By: I HEREBY',CERTVY; MAT` THIS MAH RESP,ONALE CHARGE AND STAI`ID,AR S% A ' SET FORT�4 PROFE•51 Checked By: JRB ,Q-uE, ADMINIS'T,RA' ViV ,Q ULr; ',%RSU,/ STATUTES�A Scale: 1 "=20' No. 2984 FCIR 5/6" iILLEGIBLE I I ( s Q rn $ Co Q CD d! ..o co CD 00 L E c NM-'Jv ()0 Q cis t'h J .a c CN LL. 6 N BEEN MADE UNDER MY MINIMUM TECHNICAL FLORIDA BOARD OF TER 5J-17.050, FLORIDA ON 472.027 FLORIDA 7