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HEX Agenda 07/14/2022 AGENDA COLLIER COUNTY HEARING EXAMINER WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, JULY 14, 2022, IN CONFERENCE ROOMS 609/610 AT THE GROWTH MANAGEMENT DEPARTMENT/PLANNING & REGULATION BUILDING, 2800 N. HORSESHOE DRIVE, NAPLES, FLORIDA AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING. INDIVIDUALS WHO WOULD LIKE TO PARTICIPATE REMOTELY, SHOULD REGISTER AT: https://bit.ly/71422HEX ANY TIME AFTER THE AGENDA IS POSTED ON THE COUNTY WEBSITE WHICH IS 6 DAYS BEFORE THE MEETING OR THROUGH THE LINK: http://colliercountyfl.iqm2.com/Citizens/default.aspx INDIVIDUALS WHO REGISTER WILL RECEIVE AN EMAIL IN ADVANCE OF THE PUBLIC HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR ADDITIONAL INFORMATION ABOUT THE MEETING, EMAIL THOMAS CLARKE AT: Thomas.Clarke@CollierCountyFL.gov. INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES UNLESS OTHERWISE WAIVED BY THE HEARING EXAMINER.PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE HEARING REPORT PACKETS MUST HAVE THAT MATERIAL SUBMITTED TO COUNTY STAFF 10 DAYS PRIOR TO THE HEARING. ALL MATERIALS USED DURING PRESENTATION AT THE HEARING WILL BECOME A PERMANENT PART OF THE RECORD. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE HEARING EXAMINER WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. DECISIONS OF THE HEARING EXAMINER ARE FINAL UNLESS APPEALED TO THE BOARD OF COUNTY COMMISSIONERS. HEARING PROCEDURES WILL PROVIDE FOR PRESENTATION BY THE APPLICANT, PRESENTATION BY STAFF, PUBLIC COMMENT AND APPLICANT REBUTTAL. THE HEARING EXAMINER WILL RENDER A DECISION WITHIN 30 DAYS. PERSONS WISHING TO RECEIVE A COPY OF THE DECISION BY MAIL MAY SUPPLY COUNTY STAFF WITH THEIR NAME, ADDRESS, AND A STAMPED, SELF-ADDRESSED ENVELOPE FOR THAT PURPOSE. PERSONS WISHING TO RECEIVE AN ELECTRONIC COPY OF THE DECISION MAY SUPPLY THEIR EMAIL ADDRESS. 1. PLEDGE OF ALLEGIANCE 2. REVIEW OF AGENDA 3. ADVERTISED PUBLIC HEARINGS: A. Petition No. CU PL20220003185 - Artesa Pointe (PCUD) - Request for a comparable use determination that Tobacco and Vape Retail Store is comparable, compatible, and consistent with the list of permitted uses in section 4.4.A of the Artesa Pointe Planned Unit Development (PUD) adopted by Ordinance Number 03-46, as amended. The subject parcel is approximately +1.73 acres, located on the east side of Collier Boulevard, approximately a third of a mile south of the intersection of Collier Boulevard and US 41, in Section 3, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: Gabriela Castro, Principal Planner] Commission District 1 B. Petition No. VA PL20220001712 - 5740 Dogwood Way - Bare - An after-the-fact variance request from Section 4.02.01.A, Table 2.1, of the Collier County Land Development Code, to reduce the minimum side yard setback from 30 feet to 12.3 feet and to 11.3 feet for a 1-foot roof overhang on the east side for an existing single family dwelling in the Estates (E) zoning district, and for a variance to allow for an addition to the existing dwelling to reduce the minimum side yard setback from 30 feet to 17.1 feet and to 16.1 feet on the east side for a 1-foot roof overhang in the Estates (E) zoning district located at 5740 Dogwood Way also known as The East 75 feet of Tract 93 and the West 75 feet of Tract 102, Golden Gate Estates, Unit No. 33, in Section 17, Township 49 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 3 Collier County Hearing Examiner Page 1 Printed 7/6/2022 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 July 14, 2022 9: 00 AM Andrew W. J. Dickman, Esq., AICP Hearing Examiner Note: Individual speakers will be limited to 5 minutes unless otherwise waived by the Hearing Examiner. Persons Wishing to have written or graphic materials included in the hearing report packets must have that material submitted to County staff at Thomas.Clarke@CollierCountyFL.gov 10 days prior to the Hearing. All materials used during presentation at the hearing will become a permanent part of the record. Any person who decides to appeal a decision of the Hearing Examiner will need a record of the proceedings pertaining thereto, and therefore may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Decisions of the Hearing Examiner are final unless appealed to the Board of County Commissioners. Hearing Procedures will provide for presentation by the Applicant, presentation by staff, public comment and applicant rebuttal. The Hearing Examiner will render a decision within 30 days. Persons wishing to receive a copy of the decision by mail may supply County staff with their name, address, and a stamped, self-addressed envelope for that purpose. Persons wishing to receive an electronic copy of the decision may supply their email address. July 2022 Collier County Hearing Examiner Page 2 Printed 7/6/2022 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing A. Petition No. CU PL20220003185 - Artesa Pointe (PCUD) - Request for a comparable use determination that Tobacco and Vape Retail Store is comparable, compatible, and consistent with the list of permitted uses in section 4.4.A of the Artesa Pointe Planned Unit Development (PUD) adopted by Ordinance Number 03-46, as amended. The subject parcel is approximately +1.73 acres, located on the east side of Collier Boulevard, approximately a third of a mile south of the intersection of Collier Boulevard and US 41, in Section 3, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: Eric Ortman, Principal Planner] Commission District 1 B. Petition No. VA PL20220001712 - 5740 Dogwood Way - Bare - An after-the-fact variance request from Section 4.02.01.A, Table 2.1, of the Collier County Land Development Code, to reduce the minimum side yard setback from 30 feet to 12.3 feet and to 11.3 feet for a 1- foot roof overhang on the east side for an existing single family dwelling in the Estates (E) zoning district, and for a variance to allow for an addition to the existing dwelling to reduce the minimum side yard setback from 30 feet to 17.1 feet and to 16.1 feet on the east side for a 1-foot roof overhang in the Estates (E) zoning district located at 5740 Dogwood Way also known as The East 75 feet of Tract 93 and the West 75 feet of Tract 102, Golden Gate Estates, Unit No. 33, in Section 17, Township 49 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 3 4. Other Business 5. Public Comments 6. Adjourn 07/14/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Item Summary: Petition No. CU PL20220003185 - Artesa Pointe (PCUD) - Request for a comparable use determination that Tobacco and Vape Retail Store is comparable, compatible, and consistent with the list of permitted uses in section 4.4.A of the Artesa Pointe Planned Unit Development (PUD) adopted by Ordinance Number 03-46, as amended. The subject parcel is approximately +1.73 acres, located on the east side of Collier Boulevard, approximately a third of a mile south of the intersection of Collier Boulevard and US 41, in Section 3, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: Eric Ortman, Principal Planner] Commission District 1 Meeting Date: 07/14/2022 Prepared by: Title: Principal Planner – Zoning Name: Gabriela Castro 06/20/2022 11:36 AM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 06/20/2022 11:36 AM Approved By: Review: Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 06/20/2022 11:43 AM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 06/28/2022 5:53 PM Zoning Ray Bellows Review Item Completed 06/29/2022 3:00 PM Zoning Mike Bosi Review Item Completed 06/30/2022 9:14 AM Hearing Examiner Andrew Dickman Meeting Pending 07/14/2022 9:00 AM 3.A Packet Pg. 3 PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 1 of 7 June 17, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: JULY 14, 2022 SUBJECT: PL20220003185; ARTESA POINTE- TOBACCO AND VAPE RETAIL STORE (PCUD) ______________________________________________________________________________ PROPERTY OWNER/AGENT: Applicant: Emilia Akridge Rook at Naples I, LLC 4828 Ashford Dunwoody Road Unit 200 Atlanta, GA 30338 Agent: Chris Mitchell, PE JR Evan Engineering, P.A, 9351 Corkscrew Road Suite 102 Estero, FL 33928 REQUESTED ACTION: Request for a determination that the proposed use of a Tobacco and Vape Retail Store (SIC Code 5993) is comparable in nature to other permitted uses in Section 4.4.A of the Artesa Pointe Planned Unit Development (PUD) adopted by Ordinance Number 03-46, as amended. The subject property is located at 6654 Collier Boulevard in Section 3, Township 51 South, Range 26 East, Collier County, Florida. GEOGRAPHIC LOCATION: The subject parcel is approximately +1.73 acres, located on the east side of Collier Boulevard, approximately a third of a mile south of the intersection of Collier Boulevard and US 41, in Section 3, Township 51 South, Range 26 East, Collier County, Florida. (See location map on the following page) 3.A.a Packet Pg. 4 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 2 of 7 June 17, 2022 3.A.aPacket Pg. 5Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 3 of 7 June 17, 2022 SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding the boundaries of the subject property, which is developed as an outparcel designated for commercial non-regional in the Artesa Pointe PUD Master Plan: North: Developed and undeveloped commercial site within the Artesa Pointe PUD East: Developed and undeveloped commercial site within the Artesa Pointe PUD South: Developed commercial site within the Artesa Pointe PUD West: Six-lane divided Right-of-Way for Collier Boulevard then multi-family condominiums located in Eagle Creek PUD Subject Property 3.A.a Packet Pg. 6 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 4 of 7 June 17, 2022 PURPOSE/DESCRIPTION OF PROJECT: The petitioner requests a determination that the proposed use of a Tobacco and Vape Retail Store (SIC Code 5993) is comparable in nature to other permitted uses in Section 4.4.A of the Artesa Pointe Planned Unit Development (PUD) adopted by Ordinance Number 03-46, as amended. The site is within Henderson Creek Mixed Use Subdistrict per the Future Land Use Map. The site is designated in the commercial tract of the Artesa Pointe Master Plan. Section 4.4 of the Artesa Point PUD breaks down uses that are considered regional and non- regional. Section 4.3 defines “regional commercial uses” as retail uses typically dominated by large anchors, including discount department stores, off-price stores, warehouse clubs, and home improvement centers. Regional retail uses typically utilize square footages ranging from 20,000 to over 100,000 square feet. The tobacco and vape shop is requesting a determination that the shop is comparable to a non-regional use. There are 20 non-regional uses permitted in this PUD and include things like tire shops, furniture stores, packaged liquor stores, and many other miscellaneous retail stores. See Attachment B for a list of permitted non-regional uses Since the adoption of the PUD, there have been two comparable use determinations, and both have been approved: - Hex Determination 2017-14 to determine if a beauty shop and barber shop is comparable in nature to other permitted uses in the Office district in 4.4.A of Ord 03-46 - Hex Determination 2022-17 to determine whether a carwash is comparable in nature to other permitted uses in the Office district in 4.4.A of Ord 03-46 STAFF ANALYSIS: LDC Section 10.02.06.K., Comparable Use Determination, states: “Comparable Use Determination (CUD) shall be used to determine whether a use is comparable in nature with the list of permitted uses, and the purpose and intent statement of the zoning district, overlay, or PUD. To be effective, the Comparable Use Determination shall be approved by the Hearing Examiner by decision, or Board of Zoning Appeals by resolution, at an advertised public hearing” based on standards listed below as part of staff’s analysis. The subject site is designated in the urban-mixed-use district in the Henderson Creek Mixed Use Subdistrict on the Future Land Use Map (FLUM). The Henderson Creek Mixed Use Subdistrict states the maximum intensity of commercial uses is those allowed in C-4, General Commercial Zoning District. The proposed tobacco and vape shop (SIC CODE 5993) is a permitted use in the C-3 and C-4 zoning district and therefore is consistent with the Henderson Creek Subdistrict and meets the intent of the Henderson Creek Mixed Use Subdistrict. Section 4.4.A of the Artesa Point PUD has a list of non-regional uses for the PUD. The other uses permitted are furniture shops, packaged liquor stores, pharmacies, tire shops, and other miscellaneous retail stores. The proposed use is SIC Code 5993, Tobacco Stores and Stands, and falls under the SIC Manual as retail stores not elsewhere classified. The group includes uses such as florists, optical good store, and other miscellaneous retail; which are all allowed in the PUD. 3.A.a Packet Pg. 7 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 5 of 7 June 17, 2022 Per LDC Section 10.02.06.K, the following Comparable Use Determination (CUD) criteria are used to determine whether a use is comparable in nature with the list of permitted uses, and the purpose and intent statement of the zoning district, overlay, or PUD: (Criteria is listed with corresponding staff analysis in italics) a. The proposed use possesses similar characteristics to other permitted uses in the zoning district, overlay, or PUD, including but not limited to the following: i. Operating hours; Operating hours are proposed to be 9 AM to 10 PM for Monday through Saturday and 9 AM to 9 PM which is less than the operating hours of the gas station (5:30 AM to 10:30 PM) and less than Walmart (6 AM to 11 PM). ii. Traffic volume generated/attracted; The applicant provided a transportation narrative that stated that the ITE does not have a separate category for just tobacco and vape shops as they are typically located in a plaza with multiple users. The proposed shops will not attract more volume than any other type of shop located in a traditional strip retail plaza. See Attachment A for the transportation narrative. iii. Type of vehicles associated with the use; The type of vehicles associated with this use is similar to any other retail use that would be proposed in a shopping plaza, with customers coming in with their personal vehicle and drop-off and deliveries coming in a delivery commercial vehicle. iv. Number and type of required parking spaces; and The type of vehicles associated with this use is similar to any other retail use that would be proposed in a shopping plaza. The number of parking spaces that would be required would be 1 per 250 square feet. The retail shopping plaza is already built per PL20150000193 and required 1 space per 250 so the plaza should be able to accommodate the number of required spaces for the proposed retail shop. v. Business practices and activities. The proposed retail shop does not propose a smoking lounge and will sell tobacco products that are already being sold at Walmart and at the gas station which is located within the same PUD. b. The effect of the proposed use would have on neighboring properties in relation to the noise, glare, or odor effects shall be no greater than that of other permitted uses in the 3.A.a Packet Pg. 8 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 6 of 7 June 17, 2022 zoning district, overlay, or PUD. The subject site is surrounded by commercially designated parcels of the Artesa Pointe PUD and surrounded by two major roads. The proposed vape and tobacco shop will not add any additional impacts to the noise, glare, or odor on neighboring properties. c. The proposed use is consistent with the GMP, meaning the applicable future land use designation does not specifically prohibit the proposed use, and, where the future land use designation contains a specific list of allowable uses, the proposed use is not omitted. Henderson Creek Mixed Use Subdistrict states that the maximum intensity of commercial uses allowed in the subdistrict shall be C-4. The proposed use of tobacco sales is permitted in the C-3 and C-4 zoning districts, therefore the use is consistent with the GMP. d. The proposed use shall be compatible and consistent with the other permitted uses in the zoning district, overlay, or PUD. Many of the uses permitted in the non-regional section of this PUD are allowed in the C- 3 and C-4 zoning districts as is the proposed tobacco and vape retail. To the north of the Artesa Pointe PUD, there is also the Tamiami Crossing PUD which also allows similar C-3 and C-4 permitted uses. PUBLIC NOTICE Per LDC Section 10.03.06.O. and the Administrative Code, a newspaper advertisement is required for public hearing in accordance with F.S. § 125.66. The newspaper advertisement posted in the Naples Daily News on June 24, 2022 Per the LDC and Administrative Code, a Comparable Use Determination petition does not require a Neighborhood Information Meeting, a mailing to surrounding property owners, or posting of a sign on the property. APPEAL OF PETITION TO BOARD OF ZONING APPEAL As to any petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-89 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. STAFF RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner determine that the use of Tobacco and Vape Shop (SIC 5593) is comparable and compatible with the Regional Commercial permitted uses of Section 4.4.A of the Artesa Pointe 3.A.a Packet Pg. 9 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD)) PCUD-PL20220003185; Artesa Pointe Tobacco and Vape Comparable Use Determination Page 7 of 7 June 17, 2022 Attachments: A. Applicant Transportation Narrative B. Section 4 of Ordinance 03-46 C. GMP Henderson Creek Mixed Use Subdistrict D. Applicant’s Back Up Material 3.A.a Packet Pg. 10 Attachment: Staff Report Smoke and Vape Shop (22578 : PL20220003185 Artesa Pointe (PCUD))   J.R. EVANS ENGINEERING  9351 CORKSCREW ROAD, STE. 102 / ESTERO, FL 33928 / 239.405.9148 (p) / 239.288.2537 (f)  WWW.JREVANSENGINEERING.COM      ARTESA POINTE PUD    Transportation Narrative    This Transportation Narrative is to support the Comparable Use application for a determination from the  Planning Manager and approval from the Office of the Hearing Examiner, that the use of “Tobacco and  Vape Retail Sales” (SIC Code 5993) is comparable and compatible with the permitted Non‐Regional  Commercial Uses in the Artesa Pointe PUD.    The Artesa Pointe PUD is located on the east side of Collier Boulevard approximately ½ mile south of  Tamiami Trail East in Collier County, FL. The Artesa Pointe PUD is located within the Henderson Creek  Mixed Use Subdistrict on the Collier County Future Land Use Map.  The PUD includes the commercial  development known as “Commons on Collier”.    Commons on Collier is a 7‐unit retail strip center, totaling 12,601 SF, located in an out parcel of the Wal‐ Mart Superstore.  The development currently includes the following retail uses:    Suite Number  Retail Space Unit Area (SF) 101  Collier County Tax Collector 3,500 102  Supercuts  1,120 103  VS Nails  1,200 104  Marsh Cove Dental 1,881 105  Marsh Cove Dental 1,400 106  Frank’s Deli 1,750 107  Vacant  1,750   According to the Institute of Traffic Engineers (ITE), there is no individual land use category (LUC) for  Tobacco and Vape Retail Sales.  This is most likely due to the fact that there are very few stand‐alone  Tobacco and Vape Retail Sales stores with most located within retail strip centers.  There is no data  available as a stand‐alone use.  The use, however, is retail sales and the ITE Manual includes a land use  classification of “Retail Strip Center” (LUC 822).  The trip generation calculation, per the ITE Manual, is  only dependent on the retail strip center size and not the use within the retail strip center.                              3.A.b Packet Pg. 11 Attachment: A Transportation Narrative (22578 : PL20220003185 Artesa Pointe (PCUD))     Based on the ITE Manual, Land Use Code 822, the Trip Generation calculation is:    ITE TRIP GENERATION REPORT, 11th EDITION  Table 1 Land Uses       Land Use Size  Strip Retail Plaza  (<40,000 Sq. Ft.) 12,601 Sq. Ft.     Table 2  Trip Generation – Total Trips    Land Use Weekday AM Peak Hour Weekday PM Peak Hour Daily  (2‐way)In Out Total In Out Total Strip Retail Shopping  ITE LUC 822  (12,601 Sq. Ft.)    20 14 34 46    46 92 761    The strip center commercial uses do not individually contribute to the traffic generation calculations.   The addition of a Tobacco and Vape Retail Sales store will not negatively impact the existing traffic  conditions within the center nor within the adjacent transportation corridors as the traffic generation is  determined by the overall size of the Retail Strip Center.  No additional area is being added to the  existing Retail Strip Center so the traffic generation does not increase or decrease with a change of  occupancy.  3.A.b Packet Pg. 12 Attachment: A Transportation Narrative (22578 : PL20220003185 Artesa Pointe (PCUD)) 41 SECTION IV COMMERCIAL 6C9 41 PURPOSE 42 43 The purpose of this Section is to identify the permitted commercial land uses and related development standards for areas within the Anesa Pointe PUD designatedCCommercialontheConceptualMasterPlanExhibitA MAXIMUM COMMERCIAL SQUARE FOOTAGE A maximum of 325000 square feet of gross leasable commercial space is permittedwithintheArtesaPointePUDAmaximumoffouroutparcelsareallowedallof which shall abut Collier Boulevard All outparcels shall provide internal vehicular access All outparcels are limited to nonregional commercial uses No outparcelshallexceedfiveacres GENERAL DESCRIPTION 44 Areas designated as C Commercial on the Master Concept Plan Exhibit A are designed to implement the provisions of the Henderson Creek Mixed Use Sub district outlined in the FLUE of the Collier County Growth Management Plan The focus of this Subdistrict is to provide regional commercial uses with limited neighborhood commercial uses For the purposes of this PUD the term regional commercial uses is defined as Retail uses typically dominated by large anchors including discount department stores discount super stores offprice stores warehouse clubs and home improvement centers Regional retail uses typically utilize square footages rangingfrom20000squarefeettoover100000squarefeet PERMITTED USES A Principal Uses nonregional Accounting auditing and bookkeeping services 8721 Apparel and accessory stores 56115699 Building materials hardware and garden supply 52315261 FLPUDDocumentsLaatesa Pointe 90303DOC 932003 3.A.c Packet Pg. 13 Attachment: B Section 4 Ord. 03-46 (22578 : PL20220003185 Artesa Pointe (PCUD)) 42 Bo o 6 7 8 10 11 12 13 14 15 16 17 18 19 20 Business services 7311 7313 73227338 7361 7371 7372 7374737673797384 Depository institutions 60116099Eatingplaces5812 Engineering architectural and surveying 87118713Foodstores5411excludinggrocerystoresandsupermarkets 5499 withaccessorygasolinepumpsandcarwashGeneralmerchandisestores53115399includingdiscountretailanddiscountsuperstorewithgroceryautotireandlubricatingandpharmacycomponent Health services 80118049 Home furniture furnishing and equipment stores 57125736Insurancecarriersagentsandbrokers631163996411Libraries8231 Legal services 8111 Management and public relations services 87418743Miscellaneousretail59125921594159615992 5995 and 5999excludingauctionroomtombstonesalesandswimmingpoolsalesNondepositorycreditinstitutions61416163Realestate651265206552 Stationery and office supplies retail 5112Motionpictures78327841 Principal Uses regional 10 Apparel and accessory stores 56115699Buildingmaterialshardwareandgardensupply 52315261Generalmerchandisestores53115399includingdiscount retail anddiscountsuperstorewithgroceryautotireandlubricatingandpharmacycomponent Home furniture furnishing and equipment stores 57125736Libraries8231 Miscellaneous retail 5912 5921 59415961 5992 5995 and 5999excludingauctionmomtombstonesalesandswimmingpoolsalesStationeryandofficesuppliesretail5112Motionpictures78327841 Discount warehouse clubs which includes stores where shoppers pay amembershipfeeinordertotakeadvantageofdiscountedpricesonawidevarietyofitemssuchasfoodclothingtiresandappliancesHomeimprovementsuperstorecenterwhichincludeswarehousetyperetailfacilitiesspecializinginthesaleofhomeimprovementmerchandiseincludinglumbertoolspaintlightingwallpaperandpanelingkitchenandbathroomfixtureslawnequipmentandgardenplantsandaccessoriesNo FSPUD DocumentsLartesa Pointe 90303DOC 932003 3.A.c Packet Pg. 14 Attachment: B Section 4 Ord. 03-46 (22578 : PL20220003185 Artesa Pointe (PCUD)) 43 45 outdoor storage of building materials or onsite assembly of building components is permitted C Accessory Uses Uses and structures that are customarily incidental and subordinate to theabovepermitteduses Automatic car washes and fuel pumps in conjunction with a convenience food store DEVELOPMENT STANDARDS Yard Requirements 1 Front 2 Side 3 Rear 4 From PUD Boundary 5 From Internal Roadway 6 Preserve Principal Accessory Twentyfive feet 25 Fifteen feet 15 Fifteen feet 15 Twentyfive feet 25 Ten feet 10 Twentyfive feet 25 Ten feet 10 B Minimum Lot Size Minimum lot width One hundred feet 100MinimumareaTwentythousand20000 square feet C Building Height Buildings shall be limited to onestory not to exceed a maximum of thirtyfive 35feetinheightexceptthatarchitecturalentryfeaturesmayexceedthirtyfive35feetinheightmezzaninesshallnotconstituteasecondstoryBuildingheightshall be applied in accordance with the LDC D Floor Area Requirements At least one of the regional commercial uses as set forth in this Subsection shallcontainaminimumof100000squarefeetofgrossleasableareaNonregionalcommercialusesshallnotexceedatotal32500squarefeetofgrossleasableareaandtheremainingregionalcommercialusebeyondtheonerequiredatminimumof 100000 square feet must occupy a minimum of 20000 square feet of grossleasablefloorareaasrequiredbytheSubdistrictThoseintegralcomponentsof FSPUD Documentskrtesa Pointe 90303DOC 932003 3.A.c Packet Pg. 15 Attachment: B Section 4 Ord. 03-46 (22578 : PL20220003185 Artesa Pointe (PCUD)) 44 regional retail uses and discount super stores such as gasoline sales and auto servicegrocerysalespharmaciesandthelikeshallnotbeconsiderednonregionalretailusesforpurposesoftheoverallnonregionalretailsquarefootagelimitationForpurposesofthisPUDgrossleasableareashallincludeonlythatportionofabuildingunderaroofandenclosedbywalls FSPUD DocumentsbSatesa Pointe 90303DOC 932003 3.A.c Packet Pg. 16 Attachment: B Section 4 Ord. 03-46 (22578 : PL20220003185 Artesa Pointe (PCUD)) COLLIER COUNTY GROWTH MANAGEMENT PLAN FUTURE LAND USE ELEMENT Prepared by Collier County Planning and Zoning Department Comprehensive Planning Section Prepared for COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS Adopted October, 1997 3.A.d Packet Pg. 17 Attachment: C Henderson Creek Mixed Use Subdistrict (22578 : PL20220003185 Artesa Pointe (PCUD)) (VI)(XV)(XXXVII)(XXXVIII)(LII) 9. Henderson Creek Mixed Use Subdistrict The Henderson Creek Mixed Use Subdistrict consists of approximately 81 acres and is located east of Collier Boulevard (SR 951) and south of US 41 (Tamiami Trail, East). The intent of the Subdistrict is primarily to provide for a mixture of regional commercial uses and residential development; the regional commercial uses are intended to serve the South Naples and Royal Fakapalm Planning Communities, and the Marco Island area. Conversely, the primary intent of the Subdistrict is not to provide for community and neighborhood commercial uses. The focus of the residential component of the Subdistrict shall be the provision of affordable housing to support the commercial uses within the Subdistrict, as well as in the South Naples and Royal Fakapalm Planning Communities, and the Marco Island area. The entire Subdistrict shall be developed under a unified plan; this unified plan must be in the form of a Planned Unit Development. For purposes of this Subdistrict, the term “regional commercial” is defined as: Retail uses typically dominated by large anchors, including discount department stores, off-price stores, warehouse clubs, and the like, some of which offer a large selection in a particular merchandise category. Regional retail uses also typically utilize square footages ranging from 20,000 to over 100,000 square feet. Regional commercial uses generally have a primary trade area of 5 to 10 radial miles, with a typical store separation of 5 radial miles for any individual regional commercial business. Specific requirements and limitations for the Henderson Creek Mixed-Use Subdistrict as follows: a. Access to the Subdistrict shall be provided from Collier Boulevard (SR 951) and US 41. A loop road that is open to the public shall connect these access points. b. Vehicular and pedestrian interconnections shall be provided between the residential and commercial portions of the Subdistrict. c. The unified plan of development within the Subdistrict shall include provisions for vehicular and pedestrian interconnection to properties to the north. d. Commercial components of this Subdistrict shall front on Collier Boulevard. e. Commercial uses are limited to a maximum of 40 acres and 325,000 square feet of gross leasable floor area. f. The maximum intensity of commercial uses are those allowed in the C-4, General Commercial, Zoning District. g. At least one regional commercial use is required to occupy a minimum of 100,000 square feet of gross leasable floor area. Each remaining regional commercial use must occupy a minimum of 20,000 square feet of gross leasable floor area. h. Non-regional commercial uses prohibited in this Subdistrict include grocery stores, fitness centers, auto repair, auto sales, and personal service uses. i. Non-regional commercial uses are limited to a maximum of 10% of the total allowed commercial square footage (32,500 square feet). j. A maximum of four out-parcels are allowed, all of which must abut Collier Boulevard. All out-parcels shall provide internal vehicular access. All out-parcels are limited to nonregional commercial uses. No out-parcel shall exceed five acres. k. Commercial development shall be restricted to one-story buildings with a maximum height of 35 feet. (LII) = Plan Amendment by Ordinance No. 2018-59 on December 11, 2018 3.A.d Packet Pg. 18 Attachment: C Henderson Creek Mixed Use Subdistrict (22578 : PL20220003185 Artesa Pointe (PCUD)) l. Residential development shall be limited to a maximum of 360 dwelling units, subject to the Density Rating System. However, a minimum of 200 affordable housing units shall be provided. m. Residential dwellings shall be limited to a maximum height of two habitable stories. n. Both commercial and residential development shall be designed in a common architectural theme. o. Prior to commencement of any development in the Subdistrict, a unified plan of development for the entire Subdistrict must be approved by the Board of Collier County Commissioners. p. The type of landscape buffers within this Subdistrict shall be no less than that required in mixed-use activity centers. 3.A.d Packet Pg. 19 Attachment: C Henderson Creek Mixed Use Subdistrict (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 20Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 21Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))   J.R. EVANS ENGINEERING  9351 CORKSCREW ROAD, STE. 102 / ESTERO, FL 33928 / 239.405.9148 (p) / 239.288.2537 (f)  WWW.JREVANSENGINEERING.COM      April 14, 2022    Mr. Ray Bellows  Zoning Manager  Zoning Services Section  Collier County Development Services  2800 North Horseshoe Drive  Naples, FL 34104    RE:  Artesa Pointe PUD (Ordinance 03‐46)  Comparable Use Application for Tobacco and Vape Retail Sales (SIC 5993)    Dear Mr. Bellows,    The Artesa Pointe PUD is located on the east side of Collier Boulevard approximately ½ mile south of  Tamiami Trail East in Collier County, FL. The existing PUD is partially developed with an existing Walmart  Superstore, a Murphy USA gasoline station, and a commercial building located on an outparcel. There  are two (2) undeveloped outparcels remaining.     This application is for a Comparable Use Determination for a Tobacco and Vape Retail Store (SIC 5993)  within the Artesa Pointe PUD. Specifically, this use is being requested to allow a 1,750 SF Tobacco and  Vape Retail shop in the existing commercial building located on an outparcel in the PUD with frontage  on Collier Boulevard. Enclosed please find the following items for the above referenced project  application:    1. Cover Letter –submitted electronically  2. Check made payable to the Collier County Board of County Commissioners totaling $2,125.00  3. Comparable Use Determination Application – submitted electronically  4. Affidavit of Authorization – submitted electronically  5. Approved Addressing Checklist – submitted electronically  6. Comparable Use Determination Narrative/Justification – submitted electronically  7. Artesa Pointe PUD (03‐46) Ordinance – submitted electronically  8. Property Ownership Disclosure Form – submitted electronically  9. Transportation Narrative – submitted electronically    Should you have any questions, or require any additional information, please contact our office.    Sincerely,          Christopher R. Mitchell, P.E.  Vice President of Operations    3.A.e Packet Pg. 22 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 23Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 24Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) ______________________ _ I, EmiliaR.Akridge (print name), as Vice President (title, if applicable) of Rook at Naples 1. LLc ( company, If applicable), swear or affirm under oath, that I am the (choose one) owner[ZJ applicantOcontract purchaser0and that: *Notes: 1.I have full authority to secure the approval( s) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2.All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3.I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4.The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5.We/I authorize J.R. Evans Engineering, P.A. to act as our/my representative in any matters regarding this petition including 1 through 2 above. •If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres.•If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member."•If the applicant is a partnership, then typically a partner can sign on behalf of the partnership.•If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named partnership.•If the applicant is a trust, then they must include the trustee's name and the words "as trustee".•In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated i� it�� �J: �a�. OJvu � --------=---1 Signature Date STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowleged before me by means of [El physical presence or D online notarization this � day of March , 20�, by (printed name of owner or qualifier) Emilia R. Akridge, Vice President of Rook at Naples I, LLC . Such person(s) Notary Public must check applicable box: IE] Are personally known to me D Has produced a current drivers license ______ _ D Has produced __ ...,.._ ___ __, __ CP\08-COA-00115\155 REV 3/4/2020 03/09/2021 3.A.e Packet Pg. 25 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) Page 1 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliercountyfl.gov or submit in person to the Addressing Section at the address listed below. This form must be signed by Addressing personnel prior to the pre-application meeting. Please allow 3 business days for processing. Not all items will apply to every project. Items in bold are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below. Complete a separate Addressing Checklist for each Petition type). BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use Permit) EXP (Excavation Permit) FP (Final Plat) LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Improvement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) Number(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) •LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-of-way •SURVEY (copy – only needed for unplatted properties) CURRENT PROJECT NAME (if applicable) PROPOSED PROJECT NAME (if applicable) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) SDP - or AR or PL # Addressing Checklist (Rev 12/2021) PL20150000193 3.A.e Packet Pg. 26 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) Addressing Checklist (Rev 12/2021) Page 2 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov Project or development names proposed for, or already appearing in, condominium documents (if application, indicate whether proposed or existing) Please Return Approved Checklist By: Email Personally picked up Applicant Name: Phone: Email: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR A NEW FORM SUBMITTED. 81076000082 3/31/2022 3.A.e Packet Pg. 27 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) LEGAL DESCRIPTION    3.A.e Packet Pg. 28 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3/29/22, 2:33 PM Print Map https://maps.collierappraiser.com/mapprint.aspx?pagetitle=&orient=LANDSCAPE&paper=LETTER&minX=426358.881580616&minY=627127.21997&…1/1 Folio Number: 81076000082 Name: ROOK AT NAPLES I LLC Street# & Name: 6654 COLLIER BLVD Build# / Unit#: / 3 Legal Description: WAL-MART AT ARTESA POINTE PUD PART OF LOT 3 BEG AT SW COR LOT 3, N2 27 30E 292.65FT, N89 59 27E 54.83FT, S 0 0 33E 2004. Collier County Property Appraiser. While the Collier County Property Appraiser is committed to providing the most accurate and up-to-date information, no warranties expressed or implied are provided for the data herein, its use, or its interpretation. 3.A.e Packet Pg. 29 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))   J.R. EVANS ENGINEERING  9351 CORKSCREW ROAD, STE. 102 / ESTERO, FL 33928 / 239.405.9148 (p) / 239.288.2537 (f)  WWW.JREVANSENGINEERING.COM      ARTESA POINTE PUD    Comparable Use Determination    On behalf of Rook at Naples I, LLC, I am requesting a determination from the Planning Manager and approval  from the Office of the Hearing Examiner, that the use of “Tobacco and Vape Retail Sales” (SIC Code 5993) is  comparable and compatible with the permitted Non‐Regional Commercial Uses in the Artesa Pointe PUD.    The Artesa Pointe PUD is located on the east side of Collier Boulevard approximately ½ mile south of Tamiami  Trail East in Collier County, FL. The Artesa Pointe PUD is located within the Henderson Creek Mixed Use  Subdistrict on the Collier County Future Land Use Map.  The maximum intensity of commercial uses within  the Henderson Creek Mixed Use Subdistrict are those allowed in the C‐4, General Commercial, Zoning  District.    The subject property was re‐zoned as the Artesa Pointe PUD in 2003 with residential and commercial uses.  The permitted Non‐Regional Commercial Land Uses in the Artesa Pointe PUD include uses that are allowed by  right in both the C‐1 and C‐2 zoning districts. Tobacco and Vape Retail Sales (SIC 5993) is not specifically listed  in the Artesa Pointe PUD.  Tobacco and Vape Retail Sales is an allowable use within the C‐3 District per the  Collier County Land Development Code.  The uses in the C‐3 District are considered less intense than the C‐4  District, which is allowed in the Henderson Creek Mixed Use Subdistrict    Tobacco and Vape Retail Sales use is under Industry Group 599 “Retail Stores, Not Elsewhere Classified”  according to the Standard Industrial Code.  The use, however, is retail sales and aligns with permitted uses in  the PUD including the following Standard Industrial Code uses:    Industry: 5411—Grocery/Food Stores with accessory gasoline pumps and car wash  Stores, commonly known as supermarkets, food stores, and grocery stores, primarily engaged in the retail  sale of all sorts of canned foods and dry goods, such as tea, coffee, spices, sugar, and flour; fresh fruits and  vegetables; and fresh and prepared meats, fish, and poultry.   Convenience food stores‐retail   Food markets‐retail   Frozen food and freezer plans, except meat‐retail   Grocery stores, with or without fresh meat‐retail   Supermarkets, grocery‐retail  Supermarkets offer the sale of tobacco.    Industry: 5912—Drug Stores and Proprietary Stores  Establishments engaged in the retail sale of prescription drugs, proprietary drugs, and non‐prescription  medicines, and which may also carry a number of related lines, such as cosmetics, toiletries, tobacco, and  novelty merchandise. These stores are included on the basis of their usual trade designation rather than on  the stricter interpretation of commodities handled. This industry includes drug stores which also operate a  soda fountain or lunch counter.    Industry: 5921—Liquor Stores  Establishments primarily engaged in the retail sale of packaged alcoholic beverages, such as ale, beer, wine,  and liquor, for consumption off the premises. Stores selling prepared drinks for consumption on the premises  are classified in Industry 5813.    3.A.e Packet Pg. 30 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))     This request is not to establish a smoking lounge establishment as there will be no lounge within the retail  store.  This use will only be a retail tobacco and vape sales establishment.    Tobacco and Vape Retail Sales is similar in nature to many of the other permitted Non‐Regional Commercial  Uses in the Artesa Pointe PUD such as “Drug Stores and Proprietary Stores”, “Liquor Stores”, “Gift, Novelty,  and Souvenir Shops”, “Book Stores”, and “Miscellaneous Retail Stores, Not Elsewhere Classified (SIC 5999)”  which offer retail products to the general public during conventional business hours of operation of 9am‐ 6pm. In addition to these similarities the Tobacco and Vape Retail Sales shop external impacts are equally  similar with the other permitted Non‐Regional Commercial Uses in the Artesa Pointe PUD. Specifically, the  Tobacco and Vape Retail Sales:    1. Has little impact to vehicle trips; vehicle trips are calculated based on the Institute of Traffic  Engineers traffic generation category of Strip Retail Plaza (less than 40,000 SF) which includes many  uses.  2. There are no kitchens or outdoor dumpsters that would create off site impacts due to odor.  3. The use is not characterized as a generator of noise of any significance.     Additionally, the Tobacco and Vape Retail Sales use is compatible with other uses in the PUD as evidenced  with the existing Walmart Superstore. The existing Walmart Superstore currently offers tobacco products for  sale within the store. Further Tobacco and Vape Retail Sales use is compatible with the surrounding  properties as evidenced with the existing C‐3 and C‐4 zoned properties to the north and south of the subject  PUD, with frontage on Collier Boulevard, which allow Tobacco and Vape Retail shops along with other more  intense commercial uses.      The Land Development Code defines compatibility as follows:     “A condition in which land uses or conditions can coexist in relative proximity to each other in a stable fashion  over time such that no use or condition is unduly negatively impacted directly or indirectly by another use or  condition.”    The Land Development Code further defines the Compatibility review as follows:     “…pertains to issues of compatibility with surrounding uses, complimentary patterns of development and  mitigation of negative impacts. The Compatibility Review will be limited to compatibility issues, external  sidewalks and pathway connections, lighting, dumpster location and screening, and orientation of buildings  and ancillary facilities…”    As stated above, many of the typical external impacts that are created with commercial development are not  an issue with Tobacco and Vape Retail Sales use. Dumpsters will not contain kitchen waste as an eating place  would; the use does not generate significant noise, pedestrian connectivity will be maintained similar to any  other commercial use; lighting is established for the Strip Retail Plaza and is similar to other business/retail  establishments, and the architectural and site design are similar to other business/retail establishments and  meet the Collier County Land Development code requirements.    Based on the foregoing, it is appropriate to find that the Tobacco and Vape Retail Sales use is consistent with  and comparable to the uses permitted in the Non‐Regional Commercial Uses per the approved PUD, such  that the use can operate as a business within the retail strip center, as discussed in this narrative statement,  without needing to amend the PUD Ordinance.        3.A.e Packet Pg. 31 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))     The request is consistent with the standards found in Section 10.02.06 K.2 of the LDC as follows:    a. The proposed use possesses similar characteristics to other permitted uses in the zoning district, overlay, or  PUD, including but not limited to the following:    I. Operating hours;  ii. Traffic volume generated/attracted;  iii. Type of vehicles associated with the use;  iv. Number and type of required parking spaces; and  v. Business practices and activities.    The proposed Tobacco and Vape Retail Sales use possesses similar characteristics to other permitted uses  in the PUD, including the Grocery/Food Stores with accessory gasoline pumps and car wash (SIC Code  5411), Drug Stores and Proprietary Stores (SIC Code 5912) and Liquor Stores (SIC Code 5921) uses that are  currently permitted. The operating hours, traffic volume generated/attracted, the type of vehicles  associated with the use, the number and type of required parking spaces, and the business practices and  activities of the permitted and proposed uses are also similar. The proposed use demonstrates  compatibility through the provided setbacks, buffering, landscaping, and other comparable commercial  uses surrounding the site.    b. The effect of the proposed use would have on neighboring properties in relation to the noise, glare, or odor  effects shall be no greater than that of other permitted uses in the zoning district, overlay, or PUD.    Considering the permitted uses within the PUD, such as Eating Places (fast food restaurants with/without a  drive through window) the proposed Tobacco and Vape Retail Sales is similar in nature to many of the  other permitted Non‐Regional Commercial Uses in the Artesa Pointe PUD and there will be no additional  impact to the noise, glare, or odor on neighboring properties over and above what is already permitted.    c. The proposed use is consistent with the GMP, meaning the applicable future land use designation does not  specifically prohibit the proposed use, and, where the future land use designation contains a specific list of  allowable uses, the proposed use is not omitted.    As previously stated, the project site is within the Henderson Creek Mixed‐Use Subdistrict FLUM  designation. This FLUM designation was developed per the C‐4 General Commercial zoning district and lists  Retail ‐ miscellaneous (5921—5963, 5992—5999) as a permitted use.  Tobacco Sales (SIC 5993) is a use  within the Retail – miscellaneous permitted use.    d. The proposed use shall be compatible and consistent with the other permitted uses in the zoning district,  overlay, or PUD.    The proposed Tobacco and Vape Retail Sales is compatible and consistent with other permitted Non‐ Regional Commercial uses in the PUD.    e. Any additional relevant information as may be required by County Manager or Designee.    The applicant is more than happy to provide additional relevant information required by the County  Manager or Designee.    3.A.e Packet Pg. 32 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 33 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 34 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 35 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 36 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 37 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 38 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 39 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 40 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3.A.e Packet Pg. 61 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 62 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 63 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 64 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 65 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 66Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.ePacket Pg. 67Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 68 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 69 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 70 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 3.A.e Packet Pg. 71 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))   J.R. EVANS ENGINEERING  9351 CORKSCREW ROAD, STE. 102 / ESTERO, FL 33928 / 239.405.9148 (p) / 239.288.2537 (f)  WWW.JREVANSENGINEERING.COM      ARTESA POINTE PUD    Transportation Narrative    This Transportation Narrative is to support the Comparable Use application for a determination from the  Planning Manager and approval from the Office of the Hearing Examiner, that the use of “Tobacco and  Vape Retail Sales” (SIC Code 5993) is comparable and compatible with the permitted Non‐Regional  Commercial Uses in the Artesa Pointe PUD.    The Artesa Pointe PUD is located on the east side of Collier Boulevard approximately ½ mile south of  Tamiami Trail East in Collier County, FL. The Artesa Pointe PUD is located within the Henderson Creek  Mixed Use Subdistrict on the Collier County Future Land Use Map.  The PUD includes the commercial  development known as “Commons on Collier”.    Commons on Collier is a 7‐unit retail strip center, totaling 12,601 SF, located in an out parcel of the Wal‐ Mart Superstore.  The development currently includes the following retail uses:    Suite Number  Retail Space Unit Area (SF) 101  Collier County Tax Collector 3,500 102  Supercuts  1,120 103  VS Nails  1,200 104  Marsh Cove Dental 1,881 105  Marsh Cove Dental 1,400 106  Frank’s Deli 1,750 107  Vacant  1,750   According to the Institute of Traffic Engineers (ITE), there is no individual land use category (LUC) for  Tobacco and Vape Retail Sales.  This is most likely due to the fact that there are very few stand‐alone  Tobacco and Vape Retail Sales stores with most located within retail strip centers.  There is no data  available as a stand‐alone use.  The use, however, is retail sales and the ITE Manual includes a land use  classification of “Retail Strip Center” (LUC 822).  The trip generation calculation, per the ITE Manual, is  only dependent on the retail strip center size and not the use within the retail strip center.                              3.A.e Packet Pg. 72 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD))     Based on the ITE Manual, Land Use Code 822, the Trip Generation calculation is:    ITE TRIP GENERATION REPORT, 11th EDITION  Table 1 Land Uses       Land Use Size  Strip Retail Plaza  (<40,000 Sq. Ft.) 12,601 Sq. Ft.     Table 2  Trip Generation – Total Trips    Land Use Weekday AM Peak Hour Weekday PM Peak Hour Daily  (2‐way)In Out Total In Out Total Strip Retail Shopping  ITE LUC 822  (12,601 Sq. Ft.)    20 14 34 46    46 92 761    The strip center commercial uses do not individually contribute to the traffic generation calculations.   The addition of a Tobacco and Vape Retail Sales store will not negatively impact the existing traffic  conditions within the center nor within the adjacent transportation corridors as the traffic generation is  determined by the overall size of the Retail Strip Center.  No additional area is being added to the  existing Retail Strip Center so the traffic generation does not increase or decrease with a change of  occupancy.  3.A.e Packet Pg. 73 Attachment: D Back up material (22578 : PL20220003185 Artesa Pointe (PCUD)) 07/14/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Item Summary: Petition No. VA PL20220001712 - 5740 Dogwood Way - Bare - An after-the- fact variance request from Section 4.02.01.A, Table 2.1, of the Collier County Land Development Code, to reduce the minimum side yard setback from 30 feet to 12.3 feet and to 11.3 feet for a 1 -foot roof overhang on the east side for an existing single family dwelling in the Estates (E) zoning district, and for a variance to allow for an addition to the existing dwelling to reduce the minimum side yard setback from 30 feet to 17.1 feet and to 16.1 feet on the east side for a 1-foot roof overhang in the Estates (E) zoning district located at 5740 Dogwood Way also known as The East 75 feet of Tract 93 and the West 75 feet of Tract 102, Golden Gate Estates, Unit No. 33, in Section 17, Township 49 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 3 Meeting Date: 07/14/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 06/24/2022 4:41 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 06/24/2022 4:41 PM Approved By: Review: Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 06/24/2022 4:54 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 06/28/2022 5:58 PM Zoning Ray Bellows Review Item Completed 06/29/2022 9:04 AM Zoning Mike Bosi Zoning Director Review Completed 06/30/2022 9:14 AM Hearing Examiner Andrew Dickman Meeting Pending 07/14/2022 9:00 AM 3.B Packet Pg. 74 VA-PL20220001712 Page 1 of 8 5740 Dogwood Way 063022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION- ZONING SERVICES SECTION HEARING DATE: JULY 14, 2022 SUBJECT: PETITION VA-PL20220001712; 5740 DOGWOOD WAY – BARE VARIANCE _____________________________________________________________________________ PROPERTY OWNER/AGENT: Owner/Applicant: Agents: Bria L. and Joseph L. Bare 5740 Dogwood Way Bria L. Bare 5740 Dogwood Way Naples, FL 34116 Naples, FL 34116 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) consider an after-the-fact variance request from Section 4.02.01.A, Table 2.1, of the Collier County Land Development Code, to reduce the minimum side yard setback from 30 feet to 12.3 feet and to 11.3 feet for a 1-foot roof overhang on the east side for an existing single family dwelling in the Estates (E) zoning district, and for a variance to allow for an addition to the existing dwelling to reduce the minimum side yard setback from 30 feet to 17.1 feet and to 16.1 feet on the east side for a 1-foot roof overhang. GEOGRAPHIC LOCATION: The subject property is located at 5740 Dogwood Way, approximately 0.3 miles west of Logan Boulevard South, and comprises the East 75 feet of Tract 93 and the West 75 feet of Tract 102, Golden Gate Estates, Unit No. 33, Golden Gate Estates Unit No. 37, in Section 17, Township 49 South, Range 26 East, Collier County, Florida, consisting of 2.27± acres (See location map on page 2). PURPOSE/DESCRIPTION OF PROJECT: As per records obtained from the Collier County Property Appraiser’s Office, the existing single- family dwelling was constructed upon the West 75 feet of Tract 102 in accordance with Building Permit No.: 94-13123 for which a Certificate of Occupancy (C.O.) was issued in 1995; the issuance (Continued on Page 5) 3.B.a Packet Pg. 75 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 2 of 8 5740 Dogwood Way 063022 3.B.a Packet Pg. 76 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 3 of 8 5740 Dogwood Way 063022 Copy of portion of Survey contained within Attachment C 3.B.a Packet Pg. 77 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 4 of 8 5740 Dogwood Way 063022 SURROUNDING LAND USE AND ZONING: North: Unimproved, Single-family residential, within the Estates (E) zoning district East: Unimproved, Single-family residential, within the Estates (E) zoning district South: 35th Avenue NW then unimproved, Single-family residential, within the Estates (E) zoning district West: Unimproved, Single-family residential, within the Estates (E) zoning district Collier County GIS 3.B.a Packet Pg. 78 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 5 of 8 5740 Dogwood Way 063022 Purpose/Description of Project (Continued from Page 1) of a building permit and C.O. evidence the subject lot was deemed to have been legal nonconforming, a result of insufficient lot width and lot area, and satisfied development requirements at the time of issuance. The owner/applicant has since purchased the adjoining lot to the west and proceeded to combine the lots, presumably for the purposes of development. By joining the lots, the unified property became legally conforming with respect to both minimum lot width and area and, as an unintended consequence, the minimum yard requirements increased. The required side yard requirement (setback) increased from 10-percent of the lot width for nonconforming lots of record to 30 feet for conforming lots thereby rendering the existing single- family dwelling nonconforming. The property owner/applicant learned of the setback issue upon submitting a building permit application for an addition to the existing residence; Permit Application No.: PRFH20220206292. Said permit application remains in the review process as it can not be approved given the existing and proposed setback issues. It is the property owner’s/applicant’s desire to remedy the present setback issue by means of an after-the-fact variance allowing the existing dwelling to remain and to incorporate a secondary variance request to incorporate the proposed addition. Both the existing residence and the proposed addition have a one-foot roof overhang. The LDC typically allows a roof overhang to encroach up to three feet into a required yard; however, in this case, both the existing residence and the proposed addition already encroach greater than three feet into the required setback; therefore, this variance request must also accommodate the one-foot roof overhang. The new addition will cause no greater encroachment than that which already exists. Staff notes that approximately the southern half of the subject property has been determined to be wetlands upon which no development can occur without an Exemption Letter or Environmental Resource Permit from the Florida Department of Environmental Protection (DEP). GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property is in the Residential Estates Subdistrict land use classification of the Urban Golden Gate Estates Future Land Use Map. This land use category is designed to accommodate single-family residential development at a maximum density of one unit per 2.25 acres, or one unit per legal non-conforming lot of record, exclusive of guesthouses. As stated, the applicant seeks a Variance for an existing single-family dwelling which is an authorized land use. The Growth Management Plan (GMP) does not address individual variance requests related to land use. ZONING DIVISION ANALYSIS: The decision to grant a variance is based on the criteria in LDC Section 9.04.03. Staff has analyzed this petition relative to these provisions and offers the following responses: a. Are there special conditions and circumstances existing, which are peculiar to the location, size and characteristics of the land, structure or building involved? Yes, when the subject property was initially developed in 1994 it was only 75 feet wide and comprised 1.14± acres; issuance of both a building permit and Certificate of Occupancy demonstrate that said property was determined to be a legal non-conforming property at the time of permitting. The LDC allows for a reduction of the required setbacks for legal non- 3.B.a Packet Pg. 79 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 6 of 8 5740 Dogwood Way 063022 conforming properties; specifically, the required side yard was 10 percent of the lot width not to exceed 30 feet. Since that time the adjoining property to the west, also non-conforming having a lot width of 75 feet and area of 1.14± acres, was added to the subject property; presumably for development purposes and not strictly for tax purposes. The combination of the two properties results in a single legally conforming property, minimum lot width of 150 feet and minimum area of 2.25 acres, which requires satisfaction of current setback requirements; more specifically, a side yard requirement (setback) of 30 feet for both principal and accessory structures. In summary, the existing residence was in full compliance with the County’s development standards up to and until the two properties were combined for development purposes. The current building permit process has also revealed that a wetland determination completed by an environmental consultant has revealed the presence of wetlands on approximately the southern one-half of the now unified property. The applicant will need to provide an Exemption Letter or Environmental Resource Permit from the Florida Department of Environmental Protection (DEP) prior to any development within the area identified as wetlands; the provided survey and site plan demonstrate that neither the existing residence nor the proposed addition encroach into the area identified as wetlands. b. Are there special conditions and circumstances, which do not result from the action of the applicant such as pre-existing conditions relative to the property, which are the subject of the Variance request? Yes, the existing residence was not permitted or built by the current property owner/applicant. Said property was deemed to be legal non-conforming at the time of permitting. c. Will a literal interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difficulties for the applicant? Yes, the applicant combined two non-conforming properties which had the unintended impact of increasing the required side yard requirement (setback) from 10 percent of the lot width (7.5 feet) to the full 30-foot requirement for conforming lots of record. An after-the- fact Variance is requested to bring the existing residence into compliance with the 30-foot side yard requirement on the east side and a more traditional variance is sought to accommodate an addition to the residence; a one-foot roof overhang is also to be compensated for by means of this variance request. Severing the two properties and returning them to their prior legal non-conforming state was contemplated; however, that would interfere with the desired addition which, as proposed, would then cross property lines. Staff notes that once any development occurs that would serve to establish the properties were combined for development purposes, as opposed to tax purposes, the unified property could not be split again. d. Will the Variance, if granted, be the minimum Variance that will make possible the reasonable use of the land, building or structure and which promote standards of health, safety and welfare? Yes, the existing single-family dwelling has existed at its present location since its completion in 1995. The after-the-fact portion of this request is the minimum necessary to 3.B.a Packet Pg. 80 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 7 of 8 5740 Dogwood Way 063022 bring the existing dwelling unit into full compliance with current yard requirements. The more conventional variance request is to allow for an addition to the existing residence that will result in no greater encroachment into the east side yard than already exists. Granting of the requested variance will have no adverse impact to health, safety, and welfare. e. Will granting the Variance confer on the applicant any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district? By definition, a Variance bestows some dimensional relief from the zoning regulations specific to a site. LDC Section 9.04.02 allows relief through the Variance process for any dimensional development standard. As such, other properties facing a similar hardship would be entitled to make a similar request and would be conferred equal consideration on a case by case basis. f. Will granting the Variance be in harmony with the general intent and purpose of this Land Development Code, and not be injurious to the n eighborhood, or otherwise detrimental to the public welfare? Yes, the granting of the Variance will be in harmony with the general intent and purpose of the Land Development Code and will not harm public safety, health and welfare. g. Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf courses, etc.? Yes, there is an approximately 8-foot-high wood panel fence between the subject property and the next residence to the east. Additionally, the rearward half of the subject property has been deemed to be wetlands that are not developable without exemption or special permissions by the Florida DEP. h. Will granting the Variance be consistent with the Growth Management Plan? Yes, approval of this Variance will not affect or change the requirements of the GMP with respect to density, intensity, compatibility, access/connectivity, or any other applicable provisions. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. Since the subject variance doesn’t impact any preserve area, the EAC did not hear this petition. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve variance petition VA- PL20220001712, to reduce the minimum east side yard setback to 12.3 feet and to 11.3 feet for a 1-foot roof overhang for the existing single-family dwelling and to also reduce the minimum east 3.B.a Packet Pg. 81 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VA-PL20220001712 Page 8 of 8 5740 Dogwood Way 063022 side yard setback from 30 feet to 17.1 feet and to 16.1 feet for a 1-foot roof overhang to allow for an addition to said dwelling as depicted in Attachments A and B. Attachments: Attachment A – Boundary & Topographic Survey / Plot Plan Attachment B – Applicant’s Backup Package, including Application and Sign Posting Information Attachment C – Applicant’s Backup, Application and Supporting Documents 3.B.a Packet Pg. 82 Attachment: VA-PL20220001712 - 5740 Dogwood Way - Staff Report 06302022 (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.bPacket Pg. 83Attachment: Attachment A - Boundary and Topographic Survey - Plot Plan (22634 : PL20220001712 VA 5740 Dogwood Way Bare) north1A0.2Site Planscale 1/32" = 1'-0"THIS IS NOT A SURVEYINDICATES DRAINAGE DIRECTIONgarage additionFFE to match existing59.44'201.05'existing to remainFFE 13.6' NAVDper Survey Dated 2022.05.04existing remodeledexisting remodeledadditionFFE to match existing13.6' NAVDper Survey Dated 2022.05.0417.1' per Survey Dated 2022.05.04 1wetland line 291.00'222.1Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A0.23.B.cPacket Pg. 84Attachment: Attachment B - Site Plan Sheet A0.2 - The Bare Residence (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 85 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 86 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 87 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 88 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 89 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) T49, R26, S17 name not yet approved 3.B.d Packet Pg. 90 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 38340640008 4/21/2022 3.B.d Packet Pg. 91 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 92 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 93 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 94 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 95 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 96 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 97 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 98 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 99 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) VARIANCE REQUEST PL#20220001712 NATURE OF PETITION DETAILED EXPLANATION OF REQUEST 1. This variance request is regarding the existing 2-story residence located at 5740 Dogwood Way Naples, FL 34116 which was constructed in 1995 and has been in continuous residential use since that time. At the time of construction, the structure was built on a legal non-conforming lot of 75 ft x 660 ft with a required side setback of 7.5 feet. The structure as built, maintained a 7.5 feet setback on the west side and 12.3 feet setback on the east side of the 75-foot legal non- conforming lot. Subsequently, the applicant purchased the adjacent west 75’ x 660’ non-conforming lot in 2018. The properties were combined and resulted in a conforming lot for which a full 30’ ft side setback is required. The existing house, constructed in 1995, is 12.3 feet from the east property line which required a variance from LDC section 4.02.01.A., due to the combining of the two lots. The applicant herewith requests to reduce the eastern side yard setback from 30 ft to 12.3 ft for the existing residence which is 12.3 at its closest point to the eastern property line. Additionally, the applicant requests a reduction from 30 ft to 17.1 ft to allow for the construction of an addition to the existing residence; said addition will be in-line with the existing structure and will therefore cause no greater encroachment into the side yard than that which already exists. The addition has been designed so that the majority will satisfy the new 30 ft side yard requirement (see attached plans). 2. This is a variance request to the size/setback requirement of the side yard in accordance with LDC section 9.04.02. No dredging will be required for the Addition. No fill will be required to the portion of the Addition within the setback and therefore requiring a variance. Fill will be required for a portion of the Addition which meets the 30 ft. setback and does not require a variance. 3. a. Yes. In accordance with LDC section 9.04.01A the special conditions and circumstances peculiar to this property are the combining of the two legal non-conforming lots into one conforming lot, wherein a legal structure meeting the setback requirements for a legal non- conforming lot existed prior to the said combining. The said pre-existing structure now does not meet the setback requirements for the new conforming lot. b. Yes. The existing house was built in 1995 on a 75’ non-conforming lot which became a conforming 150’ lot once combined in 2018 with the adjacent 75’ lot. c. Yes. The structure’s original 1995 build now sets within area of 30’ setback including the current 15’x30’ patio slab. Applicant is requesting allowance to utilize this pre-existing patio slab area for a portion of the Addition. No additional setback area is being requested other than what has already been impacted at original construction and which exceeds the 7.5’ setback for a non-conforming 75’ lot. 3.B.d Packet Pg. 100 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) d. Yes. Minimal to no additional impact will result from the approval of the setback variance as the area of usage is already impacted by the existing back slab area. e. No. Applicant requests less setback allowance than original 7.5’ non-conforming setback for minimal required building project site area. f. Yes. In accordance with LDC section 9.04.01A granting the variance will not be contrary to, or have a measurable impact on the public interest, safety, or welfare. However, a literal enforcement of the LDC would result in an unnecessary and undue hardship, and practical difficulty to the owner of the property and would deny the owner of a level of utilization of the property that is consistent with the neighborhood. The area of impact is not visible from the public street and is only visible from a small unused portion of one neighboring property. The owners of the said property have voiced their agreement with the various request. g. No. The area of request is not in any area of impact upon natural preserves, lakes, golf courses, etc. It is restricted to a 16’x18’ area for the Addition. h. Yes. The impact is minimal to non and will not affect the growth management plan. 4. Official interpretation to applicant’s knowledge if applicable includes: Wetlands determination 2022, area of setback variance is not affected. 3.B.d Packet Pg. 101 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.dPacket Pg. 102Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) Mold prevention:THE FOLLOWING CONSTRUCTION TECHNIQUES ARE RECOMMENDED TO REDUCE THE GROWTH OF MOLD INBUILDINGS.NOTE: MOLD WILL ALWAYS EXIST AND THESE RECOMMENDATIONS WILL NOT ELIMINATE THE PRESENCE OFBOTH ACTIVE OR DORMANT MOLD SPORES. IMPLEMENTATION OF THESE RECOMMENDATIONS MAYREDUCE THE SOURCE OF ENVIRONMENTAL CONDITIONS THAT ENCOURAGES THE GROWTH AND SPREADOF MOLD SPORES.1. ALL BUILDING MATERIALS ARE TO BE KEPT DRY BOTH DURING ON SITE STORAGE AND AFTERINSTALLATION. ALL IN-PLACE FRAMING SHOULD BE "EFFECTIVELY DRIED-IN" AS SOON AS POSSIBLE AFTERERECTION.2. ANY AND ALL BUILDING MATERIALS THAT HAVE ACTIVE/VISIBLE MOLD GROWTH WILL BE REMOVED FROMTHE CONSTRUCTION SITE AND REPLACED WITH NEW MATERIAL.3. ALL EXTERIOR DOOR AND WINDOW OPENINGS ARE TO BE INSPECTED FOR MOISTURE PROTECTION ANDPENETRATIONS PRIOR TO "CLOSING UP" THE STRUCTURE.4. ALL FLASHING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ARE TO BE INSPECTEDFOR MOISTURE PROTECTION AND PENETRATIONS PRIOR TO "CLOSING-UP" THE STRUCTURE: ROOFFLASHING, EAVES, KNEE WALLS, DOOR AND WINDOW HEAD, JAMB, AND SILL FLASHING, BALCONY DECKSAND DRAINS, PLUMBING AND MECHANICAL VENT STACKS, PITCH PANS, THROUGH FLASHING, PARAPETWALLS, AND CHIMNEY FLASHING.5. REFER TO THE ARCHITECTURAL ROOF PLAN, WALL SECTIONS AND DETAILS FOR FLASHING AND DRY-INCONSTRUCTION DETAILS.6. IT IS FURTHER RECOMMENDED NOT TO USE ANY TYPE OF NON-PERMEABLE WALL FINISHES OR VINYLWALL PAPER ON ANY WALL SURFACE THAT ABUTS AN EXTERIOR WALL OR NON-CONDITIONED SPACE. THISALSO INCLUDES WAXED AND/OR PAINTED FINISHES THAT IMPEDE OR STOP THE FLOW OF MOISTURETHROUGH A WALL ASSEMBLY.7. AFTER FRAMING INSPECTION ALL EXPOSED INTERIOR BUILDING COMPONENTS WITH VISIBLE MOLD ARETO BE CLEANED WITH "MICROSHIELD 2 STEP SYSTEM" OR AN APPROVED MOLD PREVENTION SYSTEM OFEQUAL OR BETTER GRADE TO REMOVE ALL APPEARANCES OF MOLD. BEFORE APPLYING CLEAN UP ALLRESIDUAL CONSTRUCTION DEBRIS. SPRAY-APPLY ENVIRONMENTALLY SAFE ANTIMICROBIAL/CHEMICALAGENT TO ALL EXPOSED INTERIOR BUILDING COMPONENTS - CONTRACTOR TO RECEIVE WARRANTYCERTIFICATE FOR PROTECTION AGAINST FUTURE MOLD GROWTH OF FUNGI AND MICROORGANISMS FOR AMINIMAL 15 YEARS. COORD. WITH ENGINEER FOR FINAL PRODUCT APPROVAL.Termite protectionCODE SECTION:FBC 105.11"A permanent sign which identifies the termite treatment provider and need forre-inspection and treatment contract renewal shall be provided. The sign shall be postednear the water heater or electric panel."N/A"Condensate and roof downspouts shall discharge at least 1'-0" away from building sidewalls."N/A"Irrigation / sprinkler systems including all risers and spray heads shall not be installedwithin 1'-0" of the building walls."FBCR 704In order to provide for inspection for termite infestation, clearance between exterior wallcoverings and final earth grade on the exterior of a building shall not be less than 6inches (152 mm).Exceptions:1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhereddirectly to th masonry foundation sidewall.2. Access or vehicle ramps which rise to the interior finish floor elevation for the widthof such ramps only.3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas.4. If the patio has been soil treated for termites, the finish elevation may match thebuilding interior finish floor elevations on masonry construction only.5. Masonry veneers.FBCR 318.1.1"The initial chemical soil treatment inside the foundation perimeter shall be done after allexcavation, backfilling and compaction is complete."FBCR 318.1.2"Soil area disturbed after initial chemical soil treatment shall be retreated with a chemicalsoil treatment, including spaces boxed or formed."FBCR 318.1.3"Space in concrete floors boxed out or formed for the subsequent installation of plumbingtraps, drains or any other purpose shall be created by using plastic or metal permanentlyplaced forms of sufficient depth to eliminate any planned soil disturbance after initialchemical soil treatment."FBCR 318.1.4"Chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protectagainst rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment isrequired. Any work, including placement of reinforcing steel, done after chemicaltreatment until the concrete floor is poured, shall be done in such manner as to avoidpenetrating or disturbing treated soil."FBCR 318.1.5"Concrete overpour or mortar accumulated along the exterior foundation perimeter shallbe removed prior to exterior chemical soil treatment, to enhance vertical penetration ofthe chemicals."FBCR 318.1.6"Chemical soil treatments shall also be applied under all exterior concrete or grade within1 foot (305 mm) of the primary structure sidewalls."FBCR 318.1.6"A vertical chemical barrier shall be applied promptly after construction is completed,including initial landscaping and irrigation/sprinkler installation. Any soil disturbed afterthe chemical vertical barrier is applied shall be promptly retreated."N/A"All buildings are required to have pre-construction treatment."FBCR 318.1.7"If a registered termiticide formulated and registered as a bait system is used forsubterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply;however, a signed contract assuring the installation, maintenance and monitoring of thebaiting system for a minimum of five years from the issue of the certificate of occupancyshall be provided to the building official prior to the pouring of the slab, and the systemmust be installed prior to final building approval. If the baiting system directions for userequire a monitoring phase prior to installation of the pesticide active ingredient, theinstallation of the monitoring phase components shall be deemed to constitute installationof the system."FBCR 318.1.8"If a registered termiticide formulated and registered as a wood treatment is used forsubterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply.Application of the wood treatment termiticide shall be as required by label directions foruse, and must be completed prior to final building approval."FBCR 318.2"Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shallnot be of cellulose-containing materials and, if soil treatment is used for subterraneantermite protection, shall receive application of a termiticide in annular space betweensleeve and pipe."FBCR 318.1"A certificate of compliance must be issued to the building department by a licensed pestcontrol company before a certified of occupancy will be issued. The certified ofcompliance shall state: "The building has received a complete treatment for theprevention of subterranean termites. The treatment is in accordance with the rules andlaws of the Florida Department of Agriculture and Consumer Services.""FBCR 404.1.6"Height above finished grade. Concrete and masonry foundation walls shall extendabove the finished grade adjacent to the foundation at all points a minimumof 4 inches (102 mm) where masonry veneer is used and a minimum of 6inches (152 mm) elsewhere."FBCR 404.1.2.3.5 Item 4"Foam plastic insulation shall be permitted below grade on fpundation walls inaccordance with one of the following conditions:4.1. When in addition to the requirements of R 318.1, an approved method of protectingthe foam plastic and structure from subterranean termite damage is provided.4.2. The structural members of walls, floors, ceilings and roofs are of noncombustiblematerials or pressure-preservative-treated wood.4.3. On the interior side of basement walls."FBCR 318.3"CLEANING: Cells and cavities in masonry units and air gaps between brick, stone ormasonry veneers and the structure shall be cleaned of all non-preservative treated ornon-naturally durable wood, or other cellulose-containing material prior to concreteplacement.Exception: Inorganic material manufactured for closing cells in foundation concretemasonry unit construction or clean earth fill placed in concrete masonry units voidsbelow slab level before termite treatment is performed."FBCR 318.4"CONCRETE BEARING LEDGE: Brick, stone or other veneer shall be supported by aconcrete bearing ledge at least equal to the total thickness of the brick, stone or otherveneer, which is poured integrally with the concrete foundation. No supplementalconcrete foundation pours which will create a hidden cold joint shall be used withoutsupplemental treatment in the foundation unless there is an approved physical barrier. Anapproved physical barrier shall also be installed from below the wall sill plate or first blockcourse horizontally to embed in a mortar joint. If masonry veneer extends below grade, atermite protective treatment must be applied to the cavity created between the veneerand the foundation, in lieu of a physical barrier.Exception: Veneer supported by a shelf angle or lintel secured to the foundation sidewallin accordance with ACI 530/ASCE 5/TMS 402, provided at least a 6-inch (152 mm) clearinspection space of the foundation sidewall exterior exist between the veneer and the topof any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walkor any other work immediately adjacent to or adjoining the structure."FBCR 408.5"The under-floor grade shall be cleaned of all vegetation and organic material. All woodforms used for placing concrete shall be removed before a building is occupied or usedfor any purpose. All construction materials shall be removed before a building is occupiedor used for any purpose."The foundation and the area encompassed within 1 foot (305 mm) therein shall have allvegetation, stumps, dead roots, cardboard, trash, and foreign material removed and thefill material shall be free of vegetation and foreign material. The fill shall be compacted toassure adequate support of the foundation.FBCR 317 & 318Refer to "Protection against decay and termites"Fire rating notes:FBCR 302.5 OPENING/ PENETRATION PROTECTION.FBCR 302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USEDFOR SLEEPING PURPOSES SHALL NOT BEPERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITHSOLID WOOD DOORS NOT LESS THAN 1 38"(35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 38" (35 MM)THICK, OR 20-MINUTE FIRE-RATED DOORS.FBCR 302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ORCEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUMNO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.FBCR 302.5.3 OTHER PENETRATIONS.PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTIONR302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4.FBCR302.6 DWELLING/GARAGE FIRE SEPARATION. PER FBCR TABLE R302.6 - NOT LESS THAN 12" GYPSUMBOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS.FOR 8" CMU WALLS BETWEEN A GARAGE AND A RESIDENCE PROVIDE AN ASSEMBLY WITH THE MINEQUIVALENT FIRE SEPARATION PER FBCR TABLE.R302.6. ASSEMBLY MUST CONFORM WITH THE FIRE RATING AND STANDARDS OF THE FBC AND NFPA. SEEFBC 721.3 FOR ESTABLISHING CALCULATED FIRE RESISTANCE RATINGS OF CONCRETE MASONRY.FBCR 302.7 UNDER STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS SHALL HAVE WALLS, UNDERSTAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE W/ 12" (12.7 mm) GYPSUMBOARD.General notes:ALL NOTES IN THIS SET OF BOUND PAGES ARE PART OF A CONTINUOUS WORKING SET. AT ANY MOMENTDURING CONSTRUCTION THE ARCHITECT RESERVES THE RIGHT TO ADD, REVISE, AMEND AND REMOVE ANYOR PART OF ANY NOTE. NOTES MAY APPLY TO THE JOB IN PART OR IN FULL. IT IS THE BUILDER'SRESPONSIBILITY TO COORDINATE WITH THE ENGINEER. IF THE STATEMENT OF A NOTE IS UNCLEAR IT ISTHE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ENGINEER.1. ALL DIMENSIONS ARE TO FACE OF MASONRY OR STUD WALL.2. ALL COLUMNS ARE DIMENSIONED TO CENTER-POINT OF COLUMN.3. ALL WINDOW OPENINGS ARE DIMENSIONED TO THE CENTER OF THE OPENING. VERIFY REQUIREDROUGH OPENING WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.4. WALL THICKNESS SHOWN IS NOMINAL.5. ALL STEPS HAVE 7" RISERS AND 11" TREADS U.N.O. OR SPECIFIED DIFFERENTLY ON DRAWINGS.6. ALL FINISHED FLOOR ELEVATIONS ARE TO TOP OF SLAB OR TOP OF STRUCTURE U.N.O.CONTRACTOR TOCOORD. FINAL FINISH FLOOR MATERIAL THICKNESS WITH ALL TRANSITIONS IN FFE TO MEET SPECIFIEDELEVATION DIMENSIONS.7. ALL INTERIOR COMPONENTS - DOORS, CASEWORK, CABINETRY, MILLWORK, FIXTURES, RAILINGS,COLUMN COVERS, APPLIANCES AND MATERIAL FINISHES ARE TO BE SELECTED BY OWNER ATCONSTRUCTION.8. ALL INTERIOR FEATURES SHOWN ARE CONCEPTUAL. VERIFY SHAPE, HEIGHT, AND DISTANCE OFF FINISHFLOOR WITH OWNER AT CONSTRUCTION PHASE.9. ALL CEILING DROPS AND SOFFITS SHOWN ARE CONCEPTUAL.10. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTENAUTHORIZATION BY OWNER.11. CONTRACTOR/BUILDER SHALL VERIFY ALL DIMENSIONS, DETAILS AND CONDITIONS SHOWN ONDRAWINGS AT THE JOB SITE AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES, OMISSIONS, AND/ORCONFLICTS BEFORE PROCEEDING WITH THE JOB.12. CONTRACTOR MUST COMPLY WITH RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTIONAND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARYLAWS, CODES, STATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS ANDCERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR OR OWNER PER CONTRACT.13. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THEBEST PRACTICES OF THE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/ORGOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR.14. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES WORKINGSIMULTANEOUSLY OR FOLLOWING THEM.15. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDERHIS JURISDICTION.16. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPERALIGNMENT.17. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT ASSPECIFIED, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BEINSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.18. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERETHE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITYBASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.19. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEASTONE (1) YEAR FROM APPROVAL FOR FINAL PAYMENT.20. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK.21. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTEMATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN WEEKLY OF RELATED CONSTRUCTION DEBRIS.AT THE COMPLETION OF THE WORK, LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN.22. DO NOT SCALE DRAWINGS- DIMENSIONS GOVERN. LARGER SCALE DRAWINGS SHALL GOVERNSMALLER SCALE.23. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF FLOORINGOR CARPETING.24. TO INSURE PROPER AND ADEQUATE BLOCKING, ALL BLOCKING FOR MILLWORK WILL BE THERESPONSIBILITY OF THE CABINET CONTRACTOR.25. UPON COMPLETION OF WORK THE CONTRACTOR SHALL WALK THROUGH WITH OWNER AND COMPILE A"PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILLBE CONTINGENT UPON THE COMPLETION OF THESE ITEMS.26. CONTRACTOR SHALL FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AT ALL TIMES WHENINSTALLING ANY CONSTRUCTION MATERIAL, FIXTURE OR APPLIANCE, ETC. IN THE CASE WHERE THEMANUFACTURER'S WRITTEN INSTRUCTIONS ARE NOT AVAILABLE CONTACT THE ARCHITECT BEFOREPROCEEDING WITH INSTALLATION.27. AT ALL TIMES BEFORE CONSTRUCTIONS END. THIS SET OF BOUND PAGES IS TO BE CONSIDERED BYTHE CONTRACTOR, ALL SUBCONTRACTORS AND ALL PARTIES INVOLVED IN THE CONSTRUCTION AS AWORKING SET.28. EMERGENCY ESCAPES AND RESCUE OPENINGS ARE PROVIDED PER FBC 2020 R310.29. ALL WATERPROOFING, MOISTURE BARRIER, SHOULD BE APPLIED PER MANUFACTURE'S WRITTENINSTRUCTIONS.30. ALL FINISHES BELOW FLOOD SHALL BE CONSTRUCTED OF FLOOD DAMAGE RESISTANT MATERIAL.ALL LOCATIONS BELOW FLOOD SHALL BE PROVIDED WITH SMART VENT FLOOD VENTS CAPABLE OFCOVERING 200 SQUARE FEET OF FLOOR AREA PER VENT AND A MINIMUM OF ONE PER WALL IS REQUIREDALL MATERIALS BELOW FLOOD SHALL BE CONSISTENT WITH FEMA TECHNICAL BULLETIN #2 AND BE OFFLOOD DAMAGE RESISTANT MATERIAL. ALL CONSTRUCTION BELOW BASE FLOOD ELEVATION MUSTCOMPLY WITH FBC 2020 R322Building area calculationsConditioned areaNon-conditioned areaGround LevelExisting1420 s.f.Addition1800 s.f.Garage extension285 s.f.Porches500 s.f.Total Conditioned3220 s.f.Total Un-Conditioned785 s.f.2nd LevelExisting900 s.f.Total Under Roof 4905 s.f.1A0.1Typical Wall Sectionnot to scaleGRADE1'-4" min. typ.turned down edgeSP2#Titen HD 34" x 8"Top of slab0'-0" Ref.New Bearing10'-0" Ref.4" concrete slab per spec.vapor barrier on fillper spec.specified footingTypical Framed Load Bearing Wall: 2x6 studs 16"O.C. Double top and sill plates (PT where required).Provide Vapor Barrier over and R-19 insulation in allexterior walls. Use SP6 top and SP2 bottom ofevery stud. Provide 2x6 intermediate horizontalblocking as required at panel edges & mid height.Sheathing per Specification. Use Titen HD - 34" x 8"long @ 32" O.C. maximum to concrete.R-38 throughoutmatch existing pitchasphalt shingles over vapor barrier onspecified sheathing over roof trusses.Roof trussesHTS20SP6sag resistant gyp. bd.match existing aluminumsoffit and fasciasiding finish(selected by the owner)on specified sheathingover VBgyp. bd. finishCode informationConstruction type:V-BOccupancy type:RApplicable codes:2020 FBC 7th edition2020 FBC 7th edition Residential2020 FBC 7th edition Mechanical2020 FBC 7th edition Plumbing2020 FBC 7th edition Fuel gas2020 FBC 7th edition Accessibility2020 FBC 7th edition Energy conservation2020 FBC 7th edition Test protocols2020 Florida fire prevention code 7th edition2017 NECFlorida statutesFlorida administrative codeStructural information:This structure has been designed in accordance with, and meets therequirements of all applicable structural sections of theFLORIDA BUILDING CODE 2020 7th edition as well asASCE 7-16 where applicable for 170 MPH or less wind speed.Certification by engineer applies to structural design only.Ultimate wind speed = 170 MPH. - per FBC Figure R301.2(4). S.S.D.Risk category = II - per FBC Table 1604.5Wind exposure category= B - per FBCR 301.2.1.4.3. S.S.D.Internal pressure coefficient = +/-0.18 fully enclosed - per ASCE 7-16Wind pressures for components and cladding for wall elements perFBCR 301.2(2). S.S.D.CONSTRUCTION NARRATIVE:Addition and renovations to an existing 2-story wood framed house.12" U.N.O.111SLAB REPAIR FOR PLUMBING EXTENSIONNEW CONC SLABEXISTING CONC SLAB TO REMAINCONTRACTOR SHALL PROVIDETERMITE TREATMENT AND REPAIR ANYDAMAGED VAPOR BARRIER.PLUMBING EXTENSIONKNOCK DOWN EXISTING CONCRETE AND POUR 3,000 PSICONCRETE AFTER PLUMBING ROUGH-IN. CONTRACTOR SHALLAVOID CUTTING ANY EXISTING REINFORCEMENT. WHEREREINFORCEMENT IS CUT, LAP SPLICE (EACH SIDE) SHALL BEADDED PER SCHEDULE.BAR SIZEFy=60 ksiREINFORCING BAR LAP SPLICE SCHEDULE3000 PSI#429"TENSION BARS#536"#643"#763"#872"#981"#1091"#11101"BACKFILL WITH GRAVELEXISTING PLUMBINGTO BE CUT OFF1Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A0.13.B.dPacket Pg. 103Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) north1A0.2Site Planscale 1/32" = 1'-0"THIS IS NOT A SURVEYINDICATES DRAINAGE DIRECTIONgarage additionFFE to match existing59.44'201.05'existing to remainFFE 13.6' NAVDper Survey Dated 2022.05.04existing remodeledexisting remodeledadditionFFE to match existing13.6' NAVDper Survey Dated 2022.05.0417.1' per Survey Dated 2022.05.04 1wetland line 291.00'222.1Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A0.23.B.dPacket Pg. 104Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 1A1.1Floor PlanScale: 1/4" = 1' - 0"Verify floor elevations w/ flood requirements.All exterior windows are dimensioned to center line and the required opening is determined by the window manufacturer, U.N.O.All handrails and guard rails to be 36" a.f.f. u.n.o. designed and installed to not allow the passage of a 4" sphere. provide toe railing asrequired, max 2" a.f.f. coord.inate final material, design, and finish with owner. handrails and guards must comply with all the requirements ofthe current Florida Building Code1015.2 Where required.Guards shall be located along open-sided walking surfaces, including mezzanines, equipment platforms, aisles, stairs, ramps and landingsthat are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm)horizontally to the edge of the open side. Guards shall be adequate in strength and attachment in accordance with Section 1607.8.Provide metal thresholds at doors leading to the garage, and all exterior doors, U.O.N.Coordinate attic access locations w/ final truss layout.See structural drawings for all load bearing wall, column and filled cell locations.Extend poured slab edge @ exterior doors 112" beyond stem wall, U.O.N.Verify electric and a/c chase locations w/ electrical and mechanical contractor.For walls that abut non-conditioned space use "Densarmor"For walls that are in direct contact with wet areas: use "Densarmor plus"For walls and ceiling at a tub/shower use cement board sheathing w/ tile finish selected by the owner.All appliances, fixtures, cabinetry, hardware, and accessories are selected by the owner.Floor plan General notes:lavatory and vanity as selected by the ownerwater closetTypical interior partition 2x framing 16" O.C.Legend:2x6 Minimum wall framing(plumbing wall U.O.N.)Separation required. FBC R302.6 see fire rating notes.Typical exterior load bearing framed wall :Minimum 2x6 stud framing @16" O.C.. Sheathing per structural. W/ Continuous VB and R-19 Insulation throughout.IDTypeProductapproval #Window / Exterior Door / Shutter ScheduleOpeningWxH35.5" x 65.5"1. See elevations for layout and configurations.2. INstallation details per manufacturer. See waterproofing requirements. Install per manufacturers writtenspecifications. manufacturer is to provide a schedule and report any size discrepancies.3. Windows are subject change in exact size per manufacturer recommendations.4. Required openings will be determined by the window manufacturer.W03W04Design pressure+/-FL#14095.4W05W06single hungW0231.2/-41.7single hungfixedsingle hungFL#14088.347.5" x 51.5"47.5" x 40"33.5" x 61.5"17.5" x 29.5"14'-0"16'-8"15'-8"8'-10"12'-0"19'-0" 6'-10"5'-8" 8'-0"5'-10"7'-1" 6'-3" 4'-0" 21'-1" 16'-0" 14'-0" 13'-8"6'-8"6'-6"5'-6"1'-4"10'-4"5'-10"6'-0"8'-0"8'-10"23'-6"2'-8"new beam above40'-8"9'-4"7'-7" 5'-2"2'-8"4'-0"4'-2"27'-1"14'-8"14'-612" 11'-0"7'-812"2'-10"16'-10"up78'-2"6'-6"11'-0"1A0.11A0.11A0.11'-0"15'-8"1'-0"7'-10"6'-6"14'-8"1'-0"2'-91 2"7'-6"2'-10"61 2"5'-0"1'-0"2'-6"5'-4"10"5'-4"2'-8"2'-2"5'-4"1'-4"3'-0"2'-8"2'-4"1'-6"5'-4"8'-10"2'-1134"1'-0"7'-0"3'-4"11'-10"2'-6"9'-61 2"24'-0"13'-512"9"3'-6"6'-612"3'-6"2'-51 4"5'-4"6"2'-8"3'-10"6'-2"6"4'-7"10"6'-11"6"15'-8"8"8'-101 2"8"jacuzzishowerappliancefireplacestove/ovenW/ exhaustislandDWDWref/frzsink W/disp2880pr.2480pr.2080pr.2080pr.2080288028802880temp. glass enc.Similar - non-load bearing location.W01W014'-4"4'-4"20'-4" (verify in the field)4'-4" 3'-0"10'-0"2'-4"10'-0"W01W01FL#14095.4W02+W02aW02+W02aW04asingle hungFL#14095.4W05FL#14095.4W01W05W01W06single hung41.5" x 43.5"FL#14095.4W0710080 ohgd10080 ohgd25.9/-21.7FL#11233.7pr.2880 w/ shutterpr.2880pr.2880pr.2880 w/ shutter+ W082880dryer VTEwasherWHLIVING ROOM348 SQFTGAME ROOM325 SQFTMASTER BEDROOM314 SQFTMASTERBATHROOM213 SQFTCLOSET46 SQFTCLOSET37 SQFTPORCH125 SQFT2PORCH313 SQFTGARAGE ADDITION263 SQFTEXISTING GARAGETO REMAIN254 SQFTBATHROOM42 SQFTOHGDexterior pair outswing61.875" x 81.875"FL#16468.4garage door10' x 8'FL#11233.7pr.2880exterior outswing32" x 96"FL#253.428802EXISTING MECHANICALROOM TO REMAIN198 SQFTDINING ROOM TOREMAIN222 SQFTEXISTING MORNINGROOM TO REMAIN91 SQFTEXISTING KITCHENTO REMAIN136 SQFTEXISTING LIVING ROOMTO BE STUDY ROOM140 SQFTEXISTING DINING ROOMTO BE MORNING ROOM124 SQFTKITCHEN ADDITION186 SQFT31.2/-41.731.2/-41.731.2/-41.731.2/-41.731.2/-41.7NA31.2/-41.727.9/-35.222W04+W04aW04+W04aW04+W04a3'-1134"3'-312"pr.2880 w/ shutter+ W08pr.2880 w/ shutter + W082 W07fixed17.5" x 31.5"FL#14088.331.2/-41.7W08fixed/transom61.875" x 23.5"FL#14088.331.2/-41.728802W02afixed/transom47.5" x 22"FL#14088.331.2/-41.7W04a33.5" x 17.5"fixed/transomFL#14088.331.2/-41.7storm panel for pr.288072" x 96"FL#39178.1shutter31.2/-41.7Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A1.13.B.dPacket Pg. 105Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) Top of slab0'-0" Ref.1A3.1Front ElevationScale: 1/4" = 1' - 0"Existing Bearing9'- 1 1/2" Ref.Bearing17'-3" Ref.New Bearing10'-0" Ref.shaded hatched areaindicates existing to remain- repair and refinish asrequired per owner.Elevation typical notes:Roof note:-See general roof notes and roof material selection notes.Typical architectural notes:-verify all structural elements with structural drawings.-roof and bearing heights are shown relative to a reference elevation based on top of slab. U.N.O.Elevation Keynotes:abcdHorizontal lap siding (owner select - match existing)TrimAsphalt shingles (owner select - match existing)Painted gable fan and decorative elements (owner select)eCementitous finishaabbbccb2A3.1Right Side ElevationSCALE: 1/4" = 1' - 0"Top of slab0'-0" Ref.Bearing9'- 1 1/2" Ref.A garage extensionBearing17'-3" Ref.New Bearing10'-0" Ref.aabbbdbebccbbshaded hatched areaindicates existing to remain- repair and refinish asrequired per owner.Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A3.13.B.dPacket Pg. 106Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3A3.2Rear ElevationSCALE: 1/4" = 1' - 0"Top of slab0'-0" Ref.Bearing17'-3" Ref.New Bearing10'-0" Ref.aaaccbbeeeebElevation typical notes:Roof note:-See general roof notes and roof material selection notes.Typical architectural notes:-verify all structural elements with structural drawings.-roof and bearing heights are shown relative to a reference elevation based on top of slab. U.N.O.Elevation Keynotes:abcdHorizontal lap siding (owner select - match existing)TrimAsphalt shingles (owner select - match existing)Painted gable fan and decorative elements (owner select)eCementitous finishshaded hatched areaindicates existing to remain- repair and refinish asrequired per owner.Top of slab0'-0" Ref.Bearing17'-3" Ref.Bearing9'- 1 1/2" Ref.A garage extensionNew Bearing10'-0" Ref.aaccbeebbashaded hatched areaindicates existing to remain- repair and refinish asrequired per owner.Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1A3.23.B.dPacket Pg. 107Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICEROUGH-IN AND INSTALLATION DETAILS, FEES, WITH THE LOCAL POWER COMPANY/UTILITY FIELDENGINEER PRIOR TO AND INCLUDE IN BID!THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE/LOCAL BUILDINGCODES/ORDINANCES/REGULATIONS PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITHTHE NATIONAL ELECTRICAL CODE (N.E.C.) PRESENTLY IN EFFECT.THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE HIMSELF WITHEXISTING CONDITIONS, FAILURE TO DO SO WILL NOT WARRANT ANY ADDITIONAL CHARGES TOTHE OWNER.THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY CUTTING OR PATCHING OFCONCRETE/ASPHALT PAVEMENTS, ETC. TO RUN ELECTRICAL.ALL EQUIPMENT, FIXTURES, ETC. SHALL BE STARTED, TESTED, ADJUSTED AND PLACED INSATISFACTORY OPERATING CONDITION. THIS CONTRACTOR SHALL GUARANTEE ALLWORKMANSHIP, MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE(1) YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY (C.O.), AND SHALL REPAIR ANY SUCHDEFECTS WITHOUT COST TO THE OWNER. ALL EQUIPMENT SHALL BE COVERED FOR THEDURATION OF THE MANUFACTURER'S GUARANTEE OR WARRANTY. THIS CONTRACTOR SHALLFURNISH THE OWNER WITH ALL MANUFACTURER'S GUARANTEE AND WARRANTIES."WAFER" OR "PIGGYBACK" BREAKERS SHALL NOT BE PERMITTED.THE ELECTRICAL CONTRACTOR IS TO INSTALL MODULAR METERING SERVICE EQUIPMENTEITHER PROVIDED BY THE GOVERNING UTILITY COMPANY OR OF A TYPE APPROVED BY THEUTILITY COMPANY AND U.L. LISTED. IMMEDIATELY AFTER SUB-CONTRACT AWARD, CONTACTWITH THE UTILITY COMPANY SHALL BE MADE FOR COORDINATION OF SERVICE AND METERINGDETAILS.HVAC AIR HANDLER AND CONDENSING UNIT CIRCUIT BREAKERS MUST BE U.L. LISTED AS"HACR" RATED IN ORDER TO USE NON-AUTO DISCONNECTS AT HVAC EQUIPMENT. IF NOTLISTED, THEN A FUSED DISCONNECT IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'SNAMEPLATE REQUIREMENTS MUST BE INSTALLED AT THE EQUIPMENT.THE ELECTRICAL, GENERAL, HVAC, AND PLUMBING CONTRACTOR(S) SHALL STRICTLY ADHERETO THE FOLLOWING ITEMS WHEN DEALING WITH ELECTRICAL EQUIPMENT CLEARANCES:A.)NO PIPING OR DUCTWORK OF ANY KIND SHALL BE INSTALLED ABOVE ANYSWITCHBOARD OR PANELBOARD. THIS AREA TO REMAIN CLEAN FROM THEEQUIPMENT TO 25' ABOVE OR TO THE BOTTOM OF THE STRUCTURAL SLAB.B.)A CLEARANCE OF 36" MINIMUM SHALL BE MAINTAINED IN FRONT OF ELECTRICALEQUIPMENT FOR THE ENTIRE WIDTH OF THE EQUIPMENT, PLUS A MINIMUM OF 30"TOTAL LEFT/RIGHT CLEARANCE.ALL "WEATHERPROOF" ("WP") DEVICES ARE TO BE INSTALLED WITH A WEATHER-SHIELDINGCOVER.ALL ELECTRICAL CONDUITS NOT CONTAINING SPECIFIED CONDUCTORS SHALL HAVE A PULLWIRE INSTALLED.DO NOT SCALE THE ELECTRICAL DRAWINGS; REFER TO THE ARCHITECTURAL PLANS FOREQUIPMENT LOCATIONS, CABINETRY, CEILING GRIDS, DOOR SWINGS, ETC.THE INTENT OF THESE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONALELECTRICAL INSTALLATION.IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL DETAILS OF CONSTRUCTION. THEELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS SUCH ASHARDWARE, J-BOXES, CONDUIT FITTINGS, ETC., AS NECESSARY FOR A COMPLETE ELECTRICALSYSTEM INSTALLATION.TECHNICIANS SKILLED IN THEIR TRADE SHALL PERFORM ALL ELECTRICAL INSTALLATIONS IN APROFESSIONAL MANNER.WIRE TO, AND MAKE CONNECTIONS AS NECESSARY, TO ALL PIECES OF EQUIPMENT(FURNISHED BY OTHERS), FOR COMPLETE AND SATISFACTORY OPERATION BY THE OWNER.PROVIDE CIRCUIT BREAKERS, AS NECESSARY, TO ACCOMMODATE ALL NEW CIRCUITSINSTALLED.ALL SERVICE AND FEEDER CONDUITS SHALL HAVE EXPANSION FITTINGS WHEN PENETRATINGSLABS, ETC. TO ALLOW FOR STRUCTURAL SETTLEMENT.PROVIDE "PVC" CONDUITS STUBBED OUT, BELOW GRADE FOR ADDITIONAL SERVICES, INORDER TO PROVIDE CONCEALED TELEPHONE AND/OR DATA SERVICE ENTRANCE.PROVIDE TIME CLOCKS WITH BATTERY BACK-UP TO CONTROL ALL SIGNAGE AND EXTERIORLIGHTING CIRCUITS; SEE POWER RISER DIAGRAM FOR ADDITIONAL DETAILS.ALL CONDUCTORS SHALL BE TYPE THHN/THWN, COPPER (CU) UNLESS OTHERWISE CALLED FORON THESE DOCUMENTS. SEE PANEL SCHEDULE.ALL LIGHTING FIXTURES (INCLUDING THOSE PROVIDED BY OTHERS) ARE TO BE INSTALLEDUNDER THIS CONTRACT. SEE SCHEDULE FOR FIXTURE RECOMMENDATIONS, LAMPS, ETC.NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THEREOFWHICH MAY BE REQUIRED BECAUSE OF CONTRACTOR OPTED REVISIONS, SHALL BECOMPENSATED TO THE ENGINEER(S) BY THE REQUESTING CONTRACTOR. PAYMENT SHALL BEREQUIRED AT THE TIME OF CERTIFICATION DELIVERY.CONTRACTOR SHALL REVIEW ALL CUT SHEETS FOR EQUIPMENT INSTALLED IN THIS PROJECTTO VERIFY ALL LOADING, OVER-CURRENT PROTECTION/MAX FUSE SIZE FOR ALL EQUIPMENT.THIS INCLUDES BUT IS NOT LIMITED TO ALL PUMPS, HVAC EQUIPMENT, LIGHTING, FOOD PREPEQUIPMENT, APPLIANCES ETC. THIS SHALL BE DONE PRIOR TO FINAL EQUIPMENT CONNECTION.CONTRACTOR SHALL VERIFY VOLTAGE SUPPLIED TO STRUCTURE TO BE THE SAME VOLTAGEAS STATED ON THE RISER DIAGRAM, PANEL SCHEDULES, OR ANY OTHER PLACE ON THESEDRAWINGS. CONTRACTOR SHALL VERIFY VOLTAGE BETWEEN ALL PHASES IS EQUAL TOENSURE THE STRUCTURE IS NOT SUPPLIED WITH A OPEN DELTA SERVICE. THIS SHALL BE DONEPRIOR TO ANY ELECTRICAL CONNECTION OF ANY ELECTRICAL DEVICES.1.SWITCHED RECEPTACLES: SWITCH TOP HALF OF RECEPTACLE; BOTTOM SHALL REMAINHOT!2.EQUIPMENT FURNISHED AND PHYSICALLY INSTALLED BY "OTHERS". ALL ELECTRICALCONNECTIONS EXTERNAL TO THE EQUIPMENT SHALL BE MADE BY THE ELECTRICALCONTRACTOR. WIRE, CONDUIT, LUGS, RECEPTACLES, PIGTAILS, DISCONNECTS, ETC. ASMAY BE REQUIRED SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. INCLUDE WORSE CONDITION IN PRICING. VERIFY ROUGH-IN LOCATIONS, TYPE OFCONNECTION AND AMPACITY REQUIRED FROM APPLICABLE EQUIPMENT DRAWINGSPRIOR TO INSTALLING ANY CONDUIT, CONDUCTORS OR BOXES.3.PROVIDE INCANDESCENT WALL DIMMER WITH TUNGSTEN SURGE AND RFI PROTECTION.SLIDE ACTION WITH "OFF" POSITION AT BOTTOM.4.WALL TELEPHONE/DATA OUTLET. INSTALL 2-GANG BOX WITH MODULAR TELEPHONEDEVICE IN COVER PLATE. INSTALL (2) 3/4" EMT CONDUITS TO ACCESSIBLE CEILING SPACEOR HOMERUN TO TELEPHONE/COMPUTER TERMINAL EQUIPMENT. HEIGHT, UNLESSNOTED, IS 18" ABOVE FINISH FLOOR.5.RESIDENTIAL TYPE, 120 VOLT AC/DC, SINGLE STATION SMOKE DETECTOR, PHOTOCELLTYPE. LOCATE PER N.F.P.A. #74. MULTIPLE DETECTORS IN SAME UNIT TO HAVE SIGNALDEVICES INTERCONNECTED.6.ANY BUILDING WITH A FOSSIL-FUEL BURNING HEATER OR APPLIANCE, FIREPLACE, ORATTACHED GARAGE, SHALL HAVE A CARBON MONOXIDE (CO) ALARM WITHIN 10 FEET OFEACH SLEEPING ROOM.7.PROVIDE LIGHT FIXTURE AND RECEPTACLE AT LOCATIONS INDICATED FOR HVACMAINTENANCE LIGHTING. USE COMBINATION SWITCH AND RECEPTACLE FOR LIGHTCONTROL. FIELD DETERMINES EXACT LOCATION AND HEIGHT.8.RECEPTACLES FOR DISHWASHER AND DISPOSAL SHALL BE 20 AMP DUPLEX, SPLIT-WIREDAS POWER SOURCE FOR BOTH. BRANCH CIRCUIT BREAKER MUST BE 2-POLE COMMONTRIP. FIELD LOCATE OUTLET FOR ACCESSIBILITY.9.SWITCHED JUNCTION BOX IN CEILING FOR CEILING FAN OR LIGHT. NOTE: BOX MUST BEIDENTIFIED FOR FAN SUPPORT USE). ANCHOR TO STRUCTURE TO SUPPORT 75 LBS.ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL FAN AND/OR LIGHT, AND ALLWIRING, INCLUDING SWITCH AND POWER LEGS. VERIFY AND COORDINATE FAN TYPEWITH OWNER.1E1.1Electrical Floor PlanSCALE: 1/4" = 1' - 0"Fluorescent light fixtureSWP/WRElectrical Legend:Duplex receptacle220 V receptacleDuplex GFCI receptacle - WP/WR in waterproof cover.Switch: single pole - 3 three way switchMotor disconnect switchSmoke and Carbon monoxide detector comboCeiling mounted or recessed light fixtureWall mounted light fixtureCeiling fan and light comboOHDGarage door openerGeneral notesOHDOHDEFEFSS3S 3 S 3SSEFS3 SS3S4S4S4S4S3S3S4S S3S4S3S 3S3 S 3 SS 3 S3SS 3 S 3S S S S SSdryer VTEwasherWHjacuzz(provide accessto spa motor)showerstove/ovenW/ exhaustislandDWDWref/frzsink W/dispappliancefireplaceSElectrical Notes:Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1E0.13.B.dPacket Pg. 108Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) MINIMUM CONNECTIONS PER PLYWOOD SHEET- EDGE OF EA SHEET - 8d RING-SHANK NAILS @ 4" O.C.- FIELD OF EACH SHEET - 8d RING-SHANK NAILS @ 6" O.C.MINIMUM CONNECTIONS PER UPLIFT ZONE- GENERAL UPLIFT ZONES- 8d RING-SHANK NAILS @ 4" O.C. EDGE- 8d RING-SHANK NAILS @ 6" O.C. FIELD- END ZONES- 8d RING-SHANK NAILS @ 4" O.C. EDGE- 8d RING-SHANK NAILS @ 4" O.C. FIELD- OVERHANG ZONES- 8d RING-SHANK NAILS @ 4" O.C. EDGE- 8d RING-SHANK NAILS @ 4" O.C. FIELD- LANAI ZONES- 8d RING-SHANK NAILS @ 4" O.C. EDGE- 8d RING-SHANK NAILS @ 4" O.C. FIELD-CORNER OVERHANG ZONES- 8d RING-SHANK NAILS @ 3" O.C. EDGE- 8d RING-SHANK NAILS @ 3" O.C. FILEDSEE STRUCTURAL NOTES PLYWOOD GRADES REQUIRED12232ROOF SHEATHING CONNECTORS2-plyFastener Type10d Nails16d Nails1/2" Ø Thru-BoltsSDS 1/4" x 3-1/2"SDS 1/4" x 6"5" TrussLok6" TrussLokDepth6" < d <12"d >12"6" < d <12"d >12"d >6"3-ply3 rows @ 12" o.c.4 rows @ 12" o.c.2 rows @ 12" o.c.3 rows @ 12" o.c.2 rows @ 24" o.c.2 rows @ 24" o.c.------------3 rows @ 12" o.c. (ES)4 rows @ 12" o.c.2 rows @ 12" o.c.3 rows @ 12" o.c.2 rows @ 18" o.c.2 rows @ 24" o.c.2 rows @ 24" o.c.--------4-ply2 rows @ 24" o.c.2 rows @ 24" o.c.2 rows @ 24" o.c.--------------------1.(ES) = Each Side, offset fasteners up to 1/2" of the on center spacing.(ES)(ES)(ES)(ES)(ES)(ES)(ES)(ES)(ES)Minimum FasteningRequirements forMulti-Ply Beams2.Consult Georgia Pacific Specification Manual for Additional Information.3.Fastener spacing based off the 2005 NDS Manual.Fastener Type10d & 16d NailsBolts & ScrewsFastener Clearences forMulti-Ply MembersABCDMin.2"2"CBDA2 Rows (ES) Offset on back side.2"4"6"12"4"4"12"24"3"3"Note:Edge Distances also apply to beamsonly fastened on one side.Min.Min.Min.MaxMaxGENERAL NOTESALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE IDENTICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANYSIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTORSHALL REPORT ALL DISCREPANCIES BETWEEN THE DRAWING AND EXISTING CONDITIONS TO THE DESIGNER PRIOR TO BIDDING AND AGAINPRIOR TO COMMENCING WORK.ALL BOLTS, NUTS, WASHERS, STRAPS, AND FASTENERS INCLUDING NAILS, SHALL BE HOT DIP GALVANIZED. CONTINUOUS ANCHORAGE SHALLBE PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS, AND FOOTINGS WITH THE USE OF STRAPS AND CONNECTORS ASSPECIFIED HEREIN, EXCEPT FOR INTERIOR FRAMING UNLESS NOTED OTHERWISE.IF ALUMINUM IS TO BE USED IN ANY AREAS ALL FASTENERS IN CONTACT SHALL BE ALUMINUM ALSO, OR A BARRIER SHALL BE PROVIDED TOPREVENT GALVANIC ACTION BETWEEN DISSIMILAR METALS.ALL OPENINGS AND OPENING LOCATIONS ARE BASED IN NOMINAL MODULAR SIZES. DIMENSIONS MAY VARY DUE TO FURRING, BLOCKING,TRUSS ALIGNMENT, LOADING OR OTHER CONDITIONS NECESSARY TO COMPLETE CONSTRUCTION. DIMENSIONS MAY NOT BE IDENTICAL TOTHE ACTUAL REQUIREMENT DUE TO THE MANUFACTURE AND/OR SERIES THAT WAS SELECTED.PROVIDE CAULKING AND SEALING AT ALL EXTERIOR DOORS AND WINDOWS. PROVIDE THRESHOLDS AND WEATHER STRIPPING AT ALLEXTERIOR DOORS. ALL OTHER WATERPROOFING IS BY THE GENERAL CONTRACTOR OR THE ARCHITECT IF ONE IS ON THE JOB.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL,PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS.CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEERSHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES.CODE REQUIREMENTS- THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE2020 7th EDITION OF THE FLORIDA BUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUSCONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELYCOMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATIONONLY.THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS SOLERESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTSDURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWNS.PROVIDE 8x16 NOMINAL CAST IN PLACE TIE BEAM CONTINUOUS AROUND ENTIRE PERIMETER OF THE HOUSE, UNLESS NOTED OTHERWISE.SEE BEAM PLAN FOR APPROPRIATE REINFORCEMENT. PROVIDE A STANDARD LINTEL BY CAST CRETE 8F16-1B/1T REINFORCED TO MEETLOADING CONDITIONS OF OPENINGS. UNLESS SPECIFIED OTHERWISE BELOW THE TIE BEAM.FOUNDATIONS:FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. BEFORE CONSTRUCTIONCOMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTSPERFORMED BY A CERTIFIED TESTING LABORATORY, WHO'S REPORT, SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITEPREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FORREVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS.CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.PROVIDE TERMITE PROTECTION OVER GRANULAR FILL WELL COMPACTED FILL TO 95% MODIFIED PROCTOR. U.O.N. PROVIDE STEGO 10-MILVAPOR RETARDER.ALL FOOTINGS TO EXTEND BELOW GRADE MINIMUM 12" AT BEARING WALLS. INTERIOR BEARING FOOTINGS 6" INTO CONSTRUCTION FILLUNLESS NOTED OTHERWISE.ALL CONCRETE SLABS ON GRADE SHALL BE MIN. 4" THICK REINFORCED WITH 6x6" #10/10 W.W.F. OR FIBER-MESH 2.5#/CUBIC YARD.ALL STRUCTURAL SLABS SHALL BE 5" THICK, 4000 PSI W/ #4"s @ 8" O.C.E.W. PLACED MID SLAB. SAW CUT CONTROL JOINTS BY CONTRACTOR..FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCK AND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BECOMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)WELDED WIRE MESH SHALL CONFORM TO ASTM-A-185, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICALPLACE DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO (2) INCHES.SHOP DRAWING SUBMITTALS:SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR DIRECTLY TO THE ENGINEER PRIOR TO FABRICATION AND CONSTRUCTIONREGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:CONCRETE MIX DESIGNS,CONCRETE AND MASONRY REINFORCING,PRE-ENGINEERED TRUSS DRAWINGS,PRECAST PLANK DRAWINGS,PRECAST STAIRS,CURTAIN WALLS,STEEL FABRICATION DRAWINGS,STEEL DETAIL DRAWINGS,STRUCTURAL STEEL CORROSION PROTECTION SPECIFICATION,OPEN WEB STEEL JOISTS,ITEMS CONSIDERED AS PART OF AN ASSEMBLY, i.e. WINDOWS, ETC.ANY OTHER PRECAST ITEMS.WHERE STRUCTURAL STEEL IS USED IN THE PROJECT, STEEL TO STEEL CONNECTIONS SHALL BE THE RESPONSIBILITY OF A DELEGATEENGINEER, THE DELEGATE ENGINEER SHALL SUBMIT THE SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW, THE ENGINEER OFRECORD SHALL REVIEW THE CAPACITIES OF THE SHOP DRAWINGS DESIGN AGAINST THE STRUCTURAL LOADS AND MAKE CORRECTIONS ASREQUIRED.IF THE ENGINEER OF RECORD DOES SUPPLY THE STEEL TO STEEL CONNECTION DETAIL, THE DELEGATE ENGINEER SHALL STILLPRODUCE A SHOP DRAWINGS FOR REVIEW.IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL ANDSIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BESUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE ENGINEER.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,ELEVATIONS, DIMENSIONS,ETC. CONTRACTOR SHALL NOT BE REMOVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BYTHE ENGINEER'S REVIEW.CONCRETE:REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE" CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:FOUNDATIONS: f"c = 3,000 PSIBEAMS, COLUMNS, ALL OTHER ITEMS UNLESS OTHERWISE SPECIFIED: f"c = 4,000 PSICEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE FOR TYPE C,MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.COARSE AGGREGATE SHALL CONFORM TO ASTM C33WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE CONCRETE MIX SPECIFICATION ANDSHALL BE INCORPORATED IN CONCRETE DESIGN MIXES SPECIFIED BY CONCRETE MIX SUPPLIER AN MEETS ENGINEERS COMPRESSIVESTRENGTH REQUIREMENTS.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THESTRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESSAPPROVED BY THE ENGINEER CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THETHICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPECONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.WEATHER RESISTANCE:CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, SHALLBE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL- ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORNPENETRATING SEALER 20, HYDROZO ENVIROSEAL 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACEPREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.SHORING AND RESHORING:SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROMHORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURECYLINDERS. IN ADDITION. SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORKSHALL NOT BE REMOVED IN LESS THAN TEN (10) DAYS. ALL SHORING SHALL BE DESIGNED BY A DELEGATE ENGINEER AND REMOVAL OFSHORING SHALL BE CONDUCTED UNDER THEIR SUPERVISION.REINFORCING STEEL:REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC(WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BESECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE.ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP· 66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS INCONTACT WITH FORMS WITH HOT- DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECUREREINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OFREINFORCING IS PROHIBITED.REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):FOOTINGS3" BOTTOM AND SIDES, 2" TOP FROM EDGE.SLABS1"WALLS1-1/2"LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318-14 LATEST EDITION, FORCLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICECONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONSAND METHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER.AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCEOR A MINIMUM OF 24" PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISESHOWN.ADHESIVE ANCHORS:ADHESIVE ANCHORS (EPOXY STYLE) SHALL HAVE THE ICC ES OR IAPMO UES EVALUATION REPORT INDICATING CONFORMANCE WITHCURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF21 DAYS (ACI 318-11 D.2.2). ADHESIVES SHALL HAVE MAX. IN-SERVICE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-SERVICELONG-TERM TEMPERATURE OF 110°F (ACI 318-11 D.9.2.1). PRIOR TO INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLYINCLINED ORIENTATIONS RESISTING SUSTAINED TENSION LOADS, INSTALLERS ARE REQUIRED TO BE CERTIFIED IN ACCORDANCE WITH THEACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM (ACI 318-14 D.9.2.2) AND MUST BE CONTINUOUSLY INSPECTED (ACI 318-14D.9.2.4). ACCEPTABLE ADHESIVE IN FOUNDATIONS, SLAB ON GRADE, COLUMNS AND WALLS ARE HIL Tl HY-200, POWERS AC100+ GOLD OR SIMPSONAT-XP; IN BEAMS AND ELEVATED SLABS ARE HILTl RE500-SD, POWERS PE1000+ OR SIMPSON SET-XPTHREADED STUDS SHALL CONFORM TO ASTM F1554, UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESSSTEEL NUTS AND WASHERS SHALL CONFORM TO SAME SPECIFICATION AS THE SUPPLIED ANCHOR RODS.INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL ALSO INCLUDE BRUSHINGAND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'SREPRESENTATIVE. EMBEDMENT SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS.IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE INCORING OR DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR EMBEDDED ITEMS. NOTIFY THE ENGINEER IF REINFORCING STEEL OROTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.SEPARATE PERMITS:THE FOLLOWING ITEMS ARE SEPARATE PERMITS AND SHALL BE PERMITTED SEPARATELY FROM THIS SET.EXHAUST & GREASE HOODSGENERATORSELEVATORSPOOLS & POOL ENCLOSURESFENCESFIRE ALARMSFIRE SPRINKLERSBELOW FLOOD PLAIN CONSTRUCTION:ALL FINISHES BELOW FLOOD SHALL BE CONSTRUCTED OF FLOOD RESISTANT MATERIAL.ALL LOCATIONS BELOW FLOOD SHALL BE PROVIDED WITH SMART VENT FLOOD VENTS CAPABLE OF COVERINGS 200 SQUARE FEET OF FLOORAREA PER VENT AND A MINIMUM OF ONE PER WALL IS REQUIREDALL MATERIALS BELOW FLOOD SHALL BE CONSISTENT WITH FEMA TECHNICAL BULLETIN #2 AND BE OF FLOOD RESISTANT MATERIAL.DRAFT STOPPING.:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS A USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILINGASSEMBLY, DRAFT STOPS SHALL BE PROVIDED AS TO DIVIDE THE SPACE INTO EQUALLY DIVIDED AREAS NOT EXCEEDING 1,000sf.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND CEILING MEMBRANE BELOW, DRAFT STOPPING SHALL BEPROVIDED UNDER THE FOLLOWING CIRCUMSTANCES.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.FLOOR FRAMING IS CONSTRUCTED OF OPEN WEB STYLE TRUSS MEMBERS.MASONRY NOTES:CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, TYPE I, GRADE N-1, NORMALWEIGHT.MORTAR SHALL CONFORM TO ASTM C270 AND BE TYPE M OR S. SLUMP SHALL BE 8" TO 11".PROVIDE DURO-O-WIRE @ 16" O.C. VERTICAL, 9 GAUGE STEEL.PROVIDE A FULL MORTAR BED ADJACENT TO GROUTED CELLS.WHERE INDICATED ON THE DETAILS AND SECTION, PROVIDE GRADE 60 REBAR IN FILLED CELLS, MAXIMUM CELL SPACING SHALL NOT EXCEED48" AT ANY TIME. SPACING SHOWN ON THE PLAN VIEW IS FOR ILLUSTRATION PURPOSES ONLY UNLESS SHOWN AT ADJACENT TO WALLOPENINGS.GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM 476.All CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OFGROUT POUR SHALL BE 48" UNLESS WITNESS HOLE OPENINGS ARE PROVIDED AT BOTTOM OF CELLS TO BE FILLED.ALL WALLS SHALL BE 8" CMU PARTIALLY REINFORCED MASONRY WALL WITH RUNNING BOND CONSTRUCTION WITH #5 AT 48 INCH O.C. MAX. INGROUT FILLED CELLS. WITH (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS. FOR OPENINGS EXCEEDING 8'-0" PROVIDE (1) # 5 IN (2)CELLS ADJACENT EACH SIDE OF OPENING AND PER MASONRY CELL SPACING TABLE U.O.N..PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE HOOKED DOWELS INTO FOOTINGS ANDSTRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY.DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMUWALLS PARALLEL TO LENGTH OF WALL WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OFMASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAILANCHORS OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURALDRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FORSEALANT REQUIREMENTS AT CONTROL JOINTS.USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS ARE PROHIBITED.PRECAST CONCRETE LINTELS:UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST- CRETECORP. AND PRE-STRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITH CAST- CRETE CORP. "DESIGN MANUAL",LATEST EDITION, FOR THE SPAN AND LOADING CONDITION RELATIVE TO LINTEL LOCATION.LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F16-1B FOR OPENINGS LESS THAN 8 FEET AND 8F24-1B/1T FOR OPENINGS 8 FEET TO 12FEET. PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE.WOOD FRAMING NOTES:ALL FRAMING SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL DESIGN SPECIFICATION.ALL LUMBER IN CONTACT WITH THE CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOTSHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B 18.1.ALL BOLTS AND LAD SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS.ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC, TPI 1-2014, AND NATIONAL DESIGN SPECIFICATIONS FOR WOODCONSTRUCTION. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE NO.2 , UNLESS NOTED OTHERWISE. POSTS ANDCOLUMNS SHALL BE S-P-F No 1.ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE TREATED.ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC & NDS 2015 SPECIFICATIONS.SOLID BLOCK ALL JOISTS AND RAFTERS AT INTERIOR POINT OF SUPPORT.WHERE WOOD FRAME WALLS BEAR ON WOOD BEAMS, PROVIDE A MINIMUM OF MSTA24 EACH STUD UNLESS NOTED OTHERWISE IN THESECTIONS OR DETAILS .ALL WALLS SHALL BE 2x6 WITH SP6 STUD TO TOP PLATE, PROVIDE BLOCKING EVERY 4'-0" O.C. WHERE WALLS BEAR ON CONCRETE FOOTINGS,PROVIDE SP6 AT EACH STUD TO PT BASE PLATE AND 5/8" X 8" WEDGE ANCHOR 32"O.C.WHERE WALLS BEAR ON CONCRETE BEAM, PROVIDE SIMPSON MSTAM24 EACH STUD INSTEAD OF THE WEDGE ANCHOR AND SP6. PT BASEPLATE STILL REQUIRED.BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI 1-2014 BWT-76.DOUBLE TOP PLATES SHALL BE OVERLAPPED AT CORNERS AND SECURED WITH (2) 16d NAILS. MID-WALL SPLICES SHALL BE 48" MINIMUM W/2ROWS OF 16d NAILS AT 6" O.C., STAGGERED.FASTEN MULTIPLE PLY BEAMS, COLUMNS AND LVL'S TOGETHER PER DETAIL PROVIDED OR SEE MANUFACTURERS REQUIREMENTSPREFABRICATED WOOD TRUSSES:DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI 1-2014 “DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES”,LATEST EDITION.TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND ESTABLISH EXACT HEIGHT, LENGTH,LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FORADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS, MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.TRUSS LOADING SHALL BE AS FOLLOWS, IN ADDITION TO LOADS SHOWN ON THE DRAWINGS.ROOF TRUSS LOADING:PER ASCE7-16 LOAD TABLE PROVIDEDBOTTOM CHORD LIVE LOADWIND UPLIFT WHERE EXPOSED (I.E. LANAIS, ENTRIES, PORCHES, BALCONIES, ETC.)THE TRUSS SUBMITTAL PACKAGE SHALL INCLUDE TRUSS DESIGN DRAWINGS, TRUSS PLACEMENT DIAGRAM, AND TRUSS MEMBERPERMANENT BRACING. TRUSS DESIGN SHALL INCLUDE: SLOPE OR DEPTH, SPAN, SPACING, REQUIRED BEARING WIDTH, REACTIONS, ANDREQUIRED PERMANENT BRACING.TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR ALTERED WITHOUT SIGNED AND SEALED WRITTENAPPROVAL FROM TRUSS MANUFACTURER. ALL TRUSS AND PLY TO PLY CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER. TRUSSBOTTOM CHORD IS NOT BRACED BY CEILING. DESIGN BOTTOM CHORD TO BE UNBRACED OR PROVIDE BRACING.PLYWOOD:PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF “U.S. PRODUCT STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIALPLYWOOD OR APA PRP-108 PERFORMANCE STANDARDS UNLESS OTHERWISE NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. IF NO SPECIFICATION IS GIVEN ON THE WALL SECTIONS PROVIDE 5/8"APA 40/20.PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8” SPACING AT PANEL EDGES, UNLESSOTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.ALL ROOF, AND SHEAR WALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ONTHE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-0”.ROOF SHEATHING SHALL BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLY CLIPS. ATTACH PLYWOOD PANELS TOSUPPORTING MEMBERS WITH 8d RING SHANK NAILS SPACED 4” ON CENTER ALONG THE PANEL EDGES AND AT 6” ON CENTER ALONGINTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2x FRAMING AT ALL PANEL EDGES. ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERSWITH 8d NAILS SPACED 4” ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE ON DRAWINGS.ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4” ON CENTER ALONG THE PANEL EDGES AND AT 6” ONCENTER ALONG INTERMEDIATE SUPPORTS.WOOD FRAMING CONNECTORS:FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) AND OFTHE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HUS OF SIZE RECOMMENDED FOR MEMBER. ALLCONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATESTSIMPSON CATALOG.EXPANSION AND SCREW ANCHORS:EXPANSION AND SCREW ANCHORS SHALL HAVE THE ICC ES OR IAPMO UES EVALUATION REPORT INDICATING CONFORMANCE WITHCURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA.ACCEPTABLE EXPANSION ANCHORS ARE HILTI KWIK-BOLT TZ, POWERS SD2 OR SIMPSON STRONG-BOLT 2.ACCEPTABLE SCREW ANCHORS ARE ITW TAPCON+ OR SIMPSON TITEN HD.ALL WEDGE ANCHORS "REDHEADS", SIMPSON TITAN "TAPCON" OR SIMPSON TITAN HD BOLTS SHALL BE INSTALLED PER THEMANUFACTURERS GUIDELINES, AND SPACING, EDGE DISTANCE & EMBEDMENT, AS WELL AS INSTALLATION AND PREPARATIONINSTRUCTIONS."TAPCONS" WHERE SPECIFIED SHALL BE 1/4" DIAMETER WITH 1-1/2" EMBEDMENT, EDGE SPACING OF 1-1/2" MINIMUM, AND A SPACING OF 3"."SIMPSON TITAN HD" WHERE SPECIFIED SHALL BE AS FOLLOWS:WHERE SPECIFIED AS 1/2" DIAMETER SHALL HAVE:4" EMBEDMENT INTO CONCRETE, EDGE DISTANCE OF 4-1/2" SPACING OF 6" MINIMUM, CONCRETE THICKNESS OF 6-1/4".WHERE SPECIFIED AS 5/8" DIAMETER SHALL HAVE:5-1/2" EMBEDMENT INTO CONCRETE, EDGE DISTANCE OF 5-1/2", SPACING OF 6", CONCRETE THICKNESS OF 8-1/2"WHERE SPECIFIED AS 3/4" DIAMETER SHALL HAVE:6-1/4" EMBEDMENT INTO CONCRETE, EDGE DISTANCE OF 7-5/8", SPACING OF 6", CONCRETE THICKNESS OF 10""REDHEADS" WHERE SPECIFIED SHALL BE AS FOLLOWS:WHERE SPECIFIED AS 1/2" DIAMETER SHALL HAVE:3-3/8" EMBEDMENT INTO CONCRETE, 5" CRITICAL EDGE DISTANCE, 6" CRITICAL SPACING, CONCRETE THICKNESS 1-1/2 TIMES EMBEDMENT.WHERE SPECIFIED AS 5/8" DIAMETER SHALL HAVE:4-1/2" EMBEDMENT INTO CONCRETE, 6-1/4" CRITICAL EDGE SPACING, 6-1/4" CRITICAL SPACING. CONCRETE THICKNESS 1-1/2 TIMESEMBEDMENT.WHERE SPECIFIED AS 3/4" DIAMETER SHALL HAVE:5" EMBEDMENT INTO CONCRETE, 7-1/2" CRITICAL EDGE DISTANCE, 7" CRITICAL SPACING, CONCRETE THICKNESS 1-1/2 TIMES CONCRETETHICKNESS.STRUCTURAL STEEL SPECIFICATION:ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION AS WELL AS AISC MANUAL CURRENT EDITION:FOR "W" SECTIONS ASTM A992FOR "M", "S", "C", "MC", "L" SECTIONS SHALL BE ASTM A36FOR HSS RECTANGULAR TUBE SECTIONS SHALL BE ASTM A500 GRADE B Fy = 46ksi Fu = 58ksiFOR HSS SQUARE ROUND SECTIONS SHALL BE ASTM A500 GRADE B Fy = 42ksi Fu = 58ksiFOR PLATES OF ALL SIZES SECTIONS SHALL CONFORM TO ASTM A36.ANTI-CORROSION METHOD USED SHALL BE HOT DIP GALVANIZED, ALTERNATIVE METHODS SHALL BE SUBMITTED TO THE ENGINEER AS ASHOP REVIEW.ALL WELDS SHALL BE DETAILED BY A DELEGATE ENGINEER UNLESS SPECIFIED OTHERWISE IN THE PLAN.WELD SIZE AND ORIENTATION ON THE DRAWINGS SHALL STILL BE REVIEWED BY A DELEGATE ENGINEER AND ONLY REPRESENT ASUGGESTED WELD, SHOP DETAIL DRAWINGS WILL SUPERCEDE AND SHALL BE SIGNED AND SEALED BY A DELEGATE ENGINEER ANDREVIEWED BY THE ENGINEER OF RECORD.NUMBER OF BOLTS, BOLT PATTERN, SIZE OF BOLTS AND ORIENTATION ON THE DRAWINGS SHALL STILL BE REVIEWED BY A DELEGATEENGINEER AND ONLY REPRESENT A SUGGESTED APPLICATION, SHOP DETAIL DRAWINGS WILL SUPERCEDE AND SHALL BE SIGNED ANDSEALED BY A DELEGATE ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD.UNLESS SPECIFICALLY SPECIFIED OTHERWISE ON THE DETAIL DRAWINGS ALL:BOLTS AND SHEAR STUDS FROM 1" TO 1.5" SHALL CONFORM TO ASTM A325 TYPE 3 FOR CORROSION PROTECTION.SHEAR STUDS FROM .375" TO .75" SHALL CONFORM TO ASTM A108HOOKED BARS, J-BARS, HEADED RODS AND THREADED RODS SHALL CONFORM TO ASTM F1554 Gr. 36MISSED FILLED CELL NOTE:IN THE EVENT A CONTRACTOR MISSES A FILLED CELL DOWEL, THE CONTRACTOR SHALL DOWEL & EPOXY THE MISSED REBAR A MINIMUM OF12 BAR DIAMETERS INTO THE EXISTING FOOTING AND INSTALL PER THE EPOXY SPECIFICATION PROVIDED HEREIN. THE DOWEL SHALL BELONG ENOUGH TO PROVIDE THE REQUIRED EMBEDMENT AND THE REQUIRED LAP OF 48 BAR DIAMETERS, THEN BE SPLICED TO ANOTHERREBAR THAT IS CONTINUOUS TO THE TIE-BEAM ABOVE.XDesign parameters:Applicable Codes:2020 Florida Building Code, 7th EditionASCE 7-162020 FBC - Residential, 7th Edition2020 FBC - Existing Building, 7th EditionCategory IIBUILDING CATEGORY IIIRisk Category:GROUP E - EDUCATIONALGROUP M - MERCANTILEGROUP R - RESIDENTIALBUILDING CONSTRUCTION TYPE:TYPE III-BXXXGROUP B - BUSINESSBASIC WIND SPEED:GROUP D - DAY CARE CENTERCategory IBUILDING CATEGORY IVBUILDING OCCUPANCY CLASSIFICATION:GROUP H - HAZARDOUSGROUP A - ASSEMBLYTYPE V-BTYPE I-AGROUP F - FACTORYINDUSTRIALTYPE V-ATYPE III-AGROUP I - INSTITUTIONALTYPE II-AGROUP S - STORAGETYPE I-BTYPE IV170 MPH (ULTIMATE)ATYPE II-BBCDYESWINDBORNE DEBRIS REGION:IMPACT RESISTANT SHUTTERSEXPOSURE CATAGORY:IMPACT RESISTANT GLASSNOIMPACT RESISTANT COMBINATION OF GLASS & STORM PANELS+0.18, -0.18 (ENCLOSED)0.00 (OPEN)IMPACT RESISTANT STORM PANELSINTERNAL PRESSURE COEFFICIENTS:X+0.55, -0.55, (PARTIALLY ENCLOSED)SEE ARCHITECTURALXXX111Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1S0.13.B.dPacket Pg. 109Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) C1C1C1C1C1C1C1C1C1C1C1C2C2C1C1C1C1ΩF.X 36x60**ΩF.X 36x36F.X 36x36**WFWFWFWFWFWF.11A0.1F.2F.2C1**F.X 36x36**F.X 36x36BP1BP1F.X 36x60**ΩΩΩΩHD5BHD5BHD5BΩF.2Ω F.2ΩF.2ΩF.2Ω F.21A0.1HD5BHD5BHD5BHD5BHD5BF.X 48x48F.X 48x48050505Top of slab0'-0" Ref.Top of slab-0'-4" Ref.sloped05Top of slab-0'-4" Ref.slopedTop of slab-0'-4" Ref.slopedTop of slab0'-0" Ref.07Top of built up floor0'-0" Ref.1S1.1Foundation PlanScale: 1/4" = 1' - 0"recess 4"@ shr.2S1.12S1.13S1.13S1.1F.X 36x36TS.3TS.3TS.316'-0"20'-21 2" 14'-0"20'-4" (verify in the field)10'-21 2" 4'-0"6'-1"13'-512"24'-0"19'-0"13'-8"8'-0"12'-0"17'-2"8'-634"6'-012"15'-1034"14'-0"16'-8"8'-10"6'-6"15'-8"11'-63 4" 5"7'-912"4S1.14S1.11'-0"1'-0"(1) #5 continuousSEE ARCH.2S1.1Foundation DetailNOT TO SCALESTEP DOWN SLAB - NON LOAD BEARING(2) #5's cont.cont. vapor barrier per spec.compact fill per spec.4" conc. slab per spec.1- #5 continuous8"GRADE12" MIN.masonry stem wall grout solid4" concrete slab per spec.vapor barrier on fill per spec.Top of slabSP2#Titen HD 34" x 8"specified footingwall or no wall3S1.1Foundation DetailNOT TO SCALESTEM WALLwall or no wall4" conc. slab per spec.frame wall - see legend.specified footingcont. vapor barrier per spec.compact fill per spec.<8" depthwidth 4" conc. slab per spec.#4S1.1Foundation DetailNOT TO SCALESTEM WALL1A0.1Specified BeamSpecified columnxx01. Typical roof trusses: Pre-engineered manufactured trusses at 24" O.C. W/ 58" APA rated exterior exposuredecking attached per specification. provide shop drawings & layouts w/ all uplift loads and support loads for approvalprior to fabrication and placement. See specification sheet for additional information. Use HTS20 at connection to woodframe walls or beams. Typical U.O.N..a. 2-ply min. Girder see truss drawings and engineering. Use HGT at connection to Walls. Provide specifiedcolumn in wall and use HTT down. Typical U.O.N..b. Gable end truss.02. 2x8 rafters @ 16" O.C. Use RR hangers to ridge beam and MTS12 to frame wall.03. Indicates header location - (4)-ply 2x10 U.O.N. w/ flitch as required to match wall width. Fasten together per detailprovided. provide minimum (2) 2x6 header studs with (2) Simpson MSTA24 over header and min. (1) 2x8 full height jackstud each side of opening.04. Build up framed knee wall per legend on top of existing/new structure below.05. 4" thick concrete slab per spec.06. 8x12 turned down edge W/ (1) #5 continuous - typical @ exposed slab edge.07. Frame up new floor to match existing house slab.KeynotesTypical Framed Load Bearing Knee Wall: 2x studs @16" O.C. W/double top and sill plate(PT U.O.N.). Use SP6 topand SP2 bottom of every stud. Provide 2x intermediate horizontal blocking as required at panel edges & midheight. Sheathing per Specification.Use Titen HD - 58" x 8" long @ 16" O.C. maximum to concrete.F.2TDEDesignationNotes:1. bottom of all TDE footings minimum 16" below grade.2. 3" minimum cover all foundation steel.3. all continuous footings over 24" in width shall have #5's @ 12" O.C. transverse.36" SQ. x16"d Pad footing W/ #5's @ 8" O.C.E.W. Centered in footing and equally spaced.Footing ScheduleDescription24"w x 16"d (minimum below slab level). Continuous turned down edge footing W/ (3)#5'sCentered in footing and equally spaced. "SHADED ON PLAN, NOT KEYED."24"w x 12"d Continuous Wall footing W/ (3)#5's Centered in footing and equally spaced.WF**Integral W/ slabLegendHeader location - (3)-ply 2x10 U.O.N. w/ flitch as required to match wall width. Fasten together per detail provided.provide minimum (2) 2x6 header studs with (2) Simpson MSTA24 over header and min. (1) 2x6 full height jack stud eachside of opening. Use SP1 top and bottom of cripple studs above header to plate and use HD5A header studs to structurebelow U.N.O.. Typical all openings in frame bearing wall as shown.Notes:1. Minimum 1 12" concrete coverage all steelBeam ScheduleDesignationDescriptionB1.1(3) 2x12's SYP No2 P.T. W/ plywood flitch plate. Assemble per detail provided.B1.2W16x57 - pack out W/ PT 2x12's bolt thru W/ 58" A307 @ 12" O.C. staggered.Notes:1. Minimum 1 12" concrete coverage all steelC1C2Column ScheduleDesignationDescription6x6 SYP No2 P.T. - Use ABU66RZ base U.O.N.HSS 4x4x14"Indicates masonry stem wallTypical footing - See schedule.ΩCut into existing slabF.XAs dimensioned on the plan x 16"d Pad footing W/ #5's @ 8" O.C.E.WCentered and equally spaced.16"w x 12"d Continuous Wall footing W/ (2)#5's Centered in footing and equally spaced.WF.1Bearing plates (all 34") :BP1: 12 x 12 W/ (4) 34" x 6" nelson studsWeld all nelson studs to plate W/ 14" fillet all around.The position of column can/will vary on the plate in each location. Locate plate per(slab/stem wall...) condition below and or beam above. Weld column all around - 14" fillet(field) - to plate.Ω Top of pad belowturned down edge.TS.324"w x 16"d (minimum below lowest slab level). Continuous thickened slab footing W/ (3)#5'sCentered in footing and equally spaced. (bearing wall @ step down)111Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1S1.13.B.dPacket Pg. 110Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 1S3.1Roof Framing PlanSCALE: 1/4" = 1' - 0"B1.1B1.1B1.1B1.1 B1.1 B1.1 B1.1 B1.2Use HU210 hangers existing floorjoist to new beam.Use CS16 from existing wall aboveto new beam @ 32" O.C.HHUSHTU hangersHTU hangers010101a01b 01bB1.1provide new header inexisting wall below.New Bearing10'-0" Ref.New Bearing10'-0" Ref.New Bearing10'-0" Ref.New Bearing12'-4" Ref.B1.1ridge beam(above)02C1C1C1C1C1C1C1C1C1C1C1C1ECC L/RECCCCCCECCECC L/RCCECCECCECCECCC1C1ECCC2C2C10404ECCECCCC @ top &(2) CS16 to beam belowB1.1 C1C1ECCECC1A0.11A0.120'-4" (verify in the field)14'-0" 19'-0"13'-8"8'-0"14'-0"47'-8"12'-0"20'-21 2"16'-0"1A0.1Specified BeamSpecified columnxx01. Typical roof trusses: Pre-engineered manufactured trusses at 24" O.C. W/ 58" APA rated exterior exposuredecking attached per specification. provide shop drawings & layouts w/ all uplift loads and support loads for approvalprior to fabrication and placement. See specification sheet for additional information. Use HTS20 at connection to woodframe walls or beams. Typical U.O.N..a. 2-ply min. Girder see truss drawings and engineering. Use HGT at connection to Walls. Provide specifiedcolumn in wall and use HTT down. Typical U.O.N..b. Gable end truss.02. 2x8 rafters @ 16" O.C. Use RR hangers to ridge beam and MTS12 to frame wall.03. Indicates header location - (4)-ply 2x10 U.O.N. w/ flitch as required to match wall width. Fasten together per detailprovided. provide minimum (2) 2x6 header studs with (2) Simpson MSTA24 over header and min. (1) 2x8 full height jackstud each side of opening.04. Build up framed knee wall per legend on top of existing/new structure below.05. 4" thick concrete slab per spec.06. 8x12 turned down edge W/ (1) #5 continuous - typical @ exposed slab edge.07. Frame up new floor to match existing house slab.KeynotesTypical Framed Load Bearing Knee Wall: 2x studs @16" O.C. W/double top and sill plate(PT U.O.N.). Use SP6 topand SP2 bottom of every stud. Provide 2x intermediate horizontal blocking as required at panel edges & midheight. Sheathing per Specification.Use Titen HD - 58" x 8" long @ 16" O.C. maximum to concrete.F.2TDEDesignationNotes:1. bottom of all TDE footings minimum 16" below grade.2. 3" minimum cover all foundation steel.3. all continuous footings over 24" in width shall have #5's @ 12" O.C. transverse.36" SQ. x16"d Pad footing W/ #5's @ 8" O.C.E.W. Centered in footing and equally spaced.Footing ScheduleDescription24"w x 16"d (minimum below slab level). Continuous turned down edge footing W/ (3)#5'sCentered in footing and equally spaced. "SHADED ON PLAN, NOT KEYED."24"w x 12"d Continuous Wall footing W/ (3)#5's Centered in footing and equally spaced.WF**Integral W/ slabLegendHeader location - (3)-ply 2x10 U.O.N. w/ flitch as required to match wall width. Fasten together per detail provided.provide minimum (2) 2x6 header studs with (2) Simpson MSTA24 over header and min. (1) 2x6 full height jack stud eachside of opening. Use SP1 top and bottom of cripple studs above header to plate and use HD5A header studs to structurebelow U.N.O.. Typical all openings in frame bearing wall as shown.Notes:1. Minimum 1 12" concrete coverage all steelBeam ScheduleDesignationDescriptionB1.1(3) 2x12's SYP No2 P.T. W/ plywood flitch plate. Assemble per detail provided.B1.2W16x57 - pack out W/ PT 2x12's bolt thru W/ 58" A307 @ 12" O.C. staggered.Notes:1. Minimum 1 12" concrete coverage all steelC1C2Column ScheduleDesignationDescription6x6 SYP No2 P.T. - Use ABU66RZ base U.O.N.HSS 4x4x14"Indicates masonry stem wallTypical footing - See schedule.ΩCut into existing slabF.XAs dimensioned on the plan x 16"d Pad footing W/ #5's @ 8" O.C.E.WCentered and equally spaced.16"w x 12"d Continuous Wall footing W/ (2)#5's Centered in footing and equally spaced.WF.1Bearing plates (all 34") :BP1: 12 x 12 W/ (4) 34" x 6" nelson studsWeld all nelson studs to plate W/ 14" fillet all around.The position of column can/will vary on the plate in each location. Locate plate per(slab/stem wall...) condition below and or beam above. Weld column all around - 14" fillet(field) - to plate.Ω Top of pad belowturned down edge.TS.324"w x 16"d (minimum below lowest slab level). Continuous thickened slab footing W/ (3)#5'sCentered in footing and equally spaced. (bearing wall @ step down)1. All overhangs are 12" UNLESS NOTED OTHERWISE.2. Roof pitches are 5:12 or AS NOTED ON THE ELEVATIONS.3. Condensate lines and roof downspouts to discharge min. 1'-0" away from exterior wall.4. SLOPE ALL Horizontal Surfaces (Roofs/Floors) AS SHOWN MIN. 14" FT.5. ROOF FLASHING to meet the requirements of section 1503.2.1 of the FLORIDA BUILDING CODE (BUILDING)&section 903.2.1 of the FLORIDA BUILDING CODE(RESIDENTIAL) 2020 7th EDITION.6. Gutters are optional.7. Roof ventilation (if required) as PER FBCR806R806.1Ventilation required.Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof raftersshall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow.Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm)maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided withcorrosion-resistant wire cloth screening, hardware cloth or similar material with openings having a least dimension of1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to therequirements of Section R802.7. Required ventilation openings shall open directly to the outside air.R806.2Minimum vent area.The minimum net free ventilating area shall be 1/150 of the area of the vented space.Vents provided by others.8. INSTALL "POLYSTICK TU" Peel & stick membrane or similar base roof layer per Manufacturer. Specs.9. INSTALL Aluminum Flashing, counter flashing, valleys, and off ridge vents10. Strip all flanges with membrane and plastic roof cement.ROOFING MATERIAL:Ashalt shungle roof covering - selected by the owner - installed per manufacturers written instructions, selected by the ownerLIGHTNING PROTECTION:UL LISTED, Master label lightning protection system -(CLASS 1 - COPPER).High voltage surge errestor @ meter - (CLASS 3 UNIT).2nd stage high voltage surge errestors @ subpanels in garage and M/E rooms - (CATEGORY 'B'.)Roofing Notes2S3.1Steel Connection DetailScale : 1 1/2" = 1'- 0"14"C2C2 34" plate shop weld to column(4) A325 34" bolts thruB1elevationsplanB18"10"(4) A325 34" bolts thru2x12's as ledgerbolt thru W/ 58" A307 bolts12" O.C. staggered10"14"B12"2"2"2"3"2S3.12S3.111Civil /Structural/Plumbing/Electrical/Mechanical Engineering12800 University Dr. Ste 402Fort Myers, Florida 33907Tel: (239)-267-7432Fax: (239)-267-8704www.AtlasDesignEngineering.comc o p y r i g h t ©All ideas, designs, and plans indicated on or represented by thesedocuments are owned by and are property of ATLAS Design &Engineering Inc.. ATLAS Design & Engineering Inc. hereby expresslyreserves its copyright and other property rights in these documents.These plans and drawings are not to be reproduced, changed orcopied in any form or manner whatsoever without first obtaining theexpress permission and consent of the ATLAS Design & EngineeringInc. , nor are they to be assigned to any party without first obtainingsaid written consent of ATLAS Design & Engineering Inc.© ATLAS Design & Engineering Inc.PRINT REVISION|2020.07.31||SHEET NUMBER||CHECKED BY|Design DevelopmentJOB # 20-4267Job Status Note:Pursuant to Florida Statue 61G15-30.003 These drawingsare preliminary and not in final form but are beingtransmitted to the public agency to receive agency reviews,comments and interpretations. The documents may besubsequently revised by the engineer to reflect resolutionof issues with the public agency prior to final action by theagency. Changes, revisions and modifications to the projectmay prompt additional document submittal for agencyapproval action on the same project.Drawings are consideredpreliminary unless signed andsealed.DESIGN & ENGINEERING, Inc. The Bare Residence 5740 Dogwood Way Naples, Florida CA# 28823Addition and Renovations to:|2020.08.11|Design Development|2020.08.28|DD(100%) - 60%CD|2020.09.11|95%CDTao Wang, PE# 92032|2021.03.10|Permit|2022.04.12|Permit Rev 1|2022.05.09|Permit Rev 2|2022.05.17|Permit Rev 2.1S3.13.B.dPacket Pg. 111Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 112 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 113 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 114 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 115 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 116 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 117 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 118 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 119 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 120 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 121 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.dPacket Pg. 122Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 3.B.d Packet Pg. 123 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 5740 Dogwood Way Bare) 3.B.d Packet Pg. 124 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA 3.B.d Packet Pg. 125 Attachment: Attachment C - Applicant's Backup and Supporting Documents (22634 : PL20220001712 VA Attachment D—Public Correspondence ♦ Petitioner,VA-PL20220001712, 5740 Dogwood Way ♦ Letter of No Objection, 5730 Dogwood Way W i Il. J • I 4 • - r f¢ ,1`)f ' r ige 1114/ _ . 1 Iliki ' �► w �,- 0. a•� L,._ LtLL1. _ , _fC. ..w. :••hp• I + a I t4c; , NI) let; ight 41 ......... a „, „. op- ,_ ,..... , 1,, . , . . lb 4)..-iir li 1 Ablil '... op � Z� hl�iT 1- ..�•. rr v i AIR""eooaw�r� � NIL, elf Collier County Property Appraiser LETTER OF NO OBJECTION Re: Variance Request Joseph and Bria Bare 5740 Dogwood Way Naples, FL 34116 VA PL#20220001712 June 12, 2022 Submitted by: David and Yana Roper 5730 Dogwood Way Naples, FL 34116 We are the adjacent neighbors of the Bare Family and have been neighbors for over 10 years. We understand there is a variance request to utilize the setback area directly between our properties. We would like to submit this Letter of No Objection to state we have no issue with their desire to seek this variance in order to utilize their property to build on to their house. It is our understanding the addition project will not intrude upon the long existing setback allowance from their home's original build and will remain in line with the existing east side wall of the home which will remain outside of the original 7.5' setback allowance. We accept that with the purchase of their west side lot, the setback changed to 30'. We do not object to their efforts for this variance even in light of the change of setbacks affecting their property. We support Joe and Bria's variance request and ask that it be grated. Sincerely, David Roper 5730 Dogwood Way Naples, FL 34116 PID#38340560007