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239 Beach Ave alteration permit r(1.=11/• >' to CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-RAAR-3119 Job Type: RESIDENTIAL ALTERATION Desaipdon: EXTEND DECK , NEW SUMMER KITCHEN AND INTERIOR REMODEL- DEP LETTER INCLUDED Estimated Value: $40,000.00 Issue Date: 2/27/2017 Expiration Date: 8/26/2017 PROPERTY ADDRESS: Address: 239 BEACH AVE RE Number: 170190-0000 PROPERTY OWNER: Name: HYMAN, CHARLES D AND JANET S, ' Address: 239 BEACH AVE GENERAL CONTRACTOR INFORMATION: Name: SIGNATURE HOMES & DEVELOPMENT ,CBC048996 Address: 731 DUVAL STATION RD CIA REX JONATHAN WILLIAMS Phone: - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod,is required. Any plan change must be submitted as a Revision to the Building Department. FEES: PLAN CHECK FEES $125.00 WLjDWQFPMMQPI)PB]EACCORDANCE,$QB'6.W CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES ?S I T S CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DCA SURCHARGE $3.75 STATE DBPR SURCHARGE $3.75 ENG REV RESIDENTIAL BLD $100.00 UTIL REV RESIDENTIAL BLDG $50.00 Total Payments: §532.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT State of C1� 0. Countyof -0t)VJ Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated m this N TICS OF O C QQ Legal Description of property being improved: /D} � �5a- cif a_ t L7C a� Address of property being improved: 7. General description of improvements: Owner: a�, NYjsi Address: �3� die 2 Owner's interest in site of the improvement: 1 ee ,S'F,,, r '�' 11c. U eS Fee Simple Titleholder(if other than owner): Name: \ Con actor: E, Address: 731 Nl,4 ( ��t�pRA �/�Le (07`LM7�� Telephone No.:Qdu''�)�'L Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fac No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNS dnX '/ Signed: • fir Date: U� `-� Before me is day f e m the County of Duval, to OfFloride,has personally app Dac%2017044793,OR BK 17869 Page 2097, ?ersonally Known: ollh (l + D- /*/M.LH or Number Pages:I ?roduced Identification: Recorded 02/24@017 at 12:39 PM, 9otflry Public: I,f, u Comae Fursell CLERK CIRCUIT COURT DUVAL 'Ay commission expires: LE It//B//]_ ✓ . COUNTY a„ RECORDING E10.00 Notary Comm. x -BIND 016,201 My Com.Eaplm Nov 7679 1 :,,, � Cemmlfin6n Y FF 067679 yf� r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) `i 800 Seminole Road Atlantic Beach, Florida 32233-5445 J 'Al Phone(904)247-5826 - Fax(904)247-5845 Z7 117 E-mail: building-dept@wab.us Date routed: City web-site: http:/Awnv.00ab.us APPLICATION REVIEW t�,`AND TRACKING FORM Property Address: Z-394J E'o(_'{ Avis— De artment review re uired Yes No n L I uildi Applicant: S (GI3 ATL2 K-&_ V'� U/�'\� anning &Zonin e Tree Administrator D ( - J VIVL t{ Ic o Project: (P� �� ublic Utilitie ( t-D'C&el O Z �•U c lublic Safety Fire Services Review fee_$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B --- ---- Florida Dept.of EnvironmentatProtection - - - - Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: LlApproved. [-]Denied. (Circle one.) Comments: BUILDING C17-- PLANNING &ZONING Reviewed by: A�k" Data: z ( � 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ICWOR Comments: PUBLIC UTILITIES — 2-7-17 PUBLIC SAFETY Reviewed by: Date: Y FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 J Phone(904)247-5826 - Fax(904)247-5845 t �7 E-mail: building-dept@coab.us Date routed: Cityweb-site: http:/hvmv.coab.us APPLICATION J REVIEW AND TRACKING FORM Property Address: Z-39. fS F—ZAa 4 AVC— De artment review re uired Yes No �l /� M RT ] e6 uildi Applicant: a lam" � uaF[ arming&Zonin D ` Tree Administrator Project: l.7CVL P_ tf is or Q � h�YE�t p� � S ublic Safety�Rublic Safety Fire Services Review fee $ bept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B -- ----- - Florida Dept.of-Environmental-Protection------- - Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other,. APPLICATION STATUS Reviewing Department First Review: Approved. [ Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 t=�`r City of Atlantic Beach 'a APPLICATION NUMBER n� •a Building SeDepartment 80 (To be assigned by the Building DepanmentJ i 800 Seminole Road Atlantic Beach, Florida 32233-5445g Phone(904)247-5826 Faz(904)247-51n � ..pate? E-mail: building-dept@coab.us VAN G j ,' Il Date routed: �� 7 City web-site: http://wrwr.coab.us APPLICACT�IO�N} REVIEW AND TRACKING FORM Property Address: PtVC De artment review re uired Yes No uildi Applicant: ((:�1V P,TOR_ G/Yl anning &Zonm Tree Administrator Project. (7IVl (Z K is or 4� ( �re�t pP, 2 ublicl Safety�vKj cpeblic Stety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B --Flortda-Deptrof-Environmental-Protection------ ------ - ----------- -- -- ---- Florida Dept of Transportation St.Johns River Water Management Distad Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS rBUILDI wing Department First Review: [Approved. ❑Denied. I'�O Circle one.) Comments: JZv /,/,G� i _ / (0,� �.ry NG Y►7>'`C� 9GliT NING&ZONING Reviewed by: Date:Z/ / EE ADMIN. SecondReview: ❑Approved as revised. ❑D nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 J � ytsAwr City of Atlantic Beach APPLICATION NUMBER :i Building Department (To be assigned by tfie Building Department.) if 800 Seminole Road Atlantic Beach,Florida 32233-5445 t Phone(904)247-5826 - Faz(904)247-5845 I z7 7 E-mail: building-dept@mab.us Date routed: City web-site: httpJhvww.mab.us APPLICATION REVIEW AND TRACKING FORM �C Property Address: !. E.{{L(-{ Vc— De artment review re uired Yes No uildi Applicant: S IG1 N3 RTO 12—E � C) � anning&tonin Tree Administrator Project: �CAL P_ t( Ic o ublic Safety afei y cPablic Sasafety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B -- ---Florida Dept.of Environmental-Protection-- ---- --- - --------- ----- ----- Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS q cil 55 '176 FPLANNING ent First Review: ❑Approved. ❑Denied. Comments: yV ,v G y _$O-[7Reviewed b : Date:Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION OFFICE COPY. CITY OF ATLANTIC BEACH _ " — - --800-Semmo a oa , t antic eac ,FL 32233 ppOffice (904)247-5826 Fax(904)247-5845 Job Address: �: �.r�- RV2, PermitNumber: Legal Description Loll 3 i3 1-7 P(4 1 Parcel# Valuation of Work$ fib our Area o i. t'----S�t Proposed Work keated/cooled _ non-keated/cooled$0 Class of Work(circle one): New ddition Alteration Repair Move Demolition pool/spa window/door Uscofexisting/proposed structure(s) ((circle one: Commercial esidenti Iran existing structure,is a fire spnnWer system installed?(Circle one)�o N/A Florida ProductApproval# - For multiple products use pro uct approva orm Describe in detail the type of work to be perfortnea �"f'qy� Property Ower rooertyOwer Information, I ._ B �So M rLr Name_ L � Address- '211 t� Zp .E-Mail or Fax#(Optional) T -) Phone Contractor Information: CONTRACTOREMAD,ADDRESS: Company ant �,e: a oi Address: —!3t Qualifying Agent: Office Phone 7 J t So in Site/Cogtact Number_ 7,59- 98v'•7 parlorState Ce�cation/Registmtion# Architect Name&Phone# ro, -�pR X1'62 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 9ppltcaHon is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commencedprior to the 'source ofa permit and that all work will be pe armed to meet the standards ofal/laws regulating construction in this jurudichon This permit becomes null and void efwork is not commenced within six(6 months, or ijconsiruction or work is suspended or abandoudjor a iad ojsis/6J momhs at any time ager vork is commenced. I understand that separate permits must be secured for 6leetrtcar Work,Plumbing,Signs, Wd%s,dots Furnaces, at He fer Conks andAtr Condillaners,etc, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOtTW NOTICE OF COMMENCEMENT. 5ereby cert�thatl have readaM examinedJhir�plicah'on andlmow the same to be true and correct. AlJprovisiom aflaws 'nances oe a)work will be complied wilh whether sped ed herein or not. The granting afapermit dcea not presume to gyve oath to violate r cenge ovistons ojany other raj,state, or lq 17aw,ro tdahng consuucRon or the performance ofcoruuvclion. gnature of O er Signature of Coniracto ¢.e a ... ... _. ......-.._ ��'.�N. Print Name ..._✓.\z.)L. IVr 3m :fore me . ._........_.._.......1...O,AxnS......__......... s. .a_: .. .. s_/�Day of [nv ✓ �. thisa FN a� LE m ,a - . •I Notary rubac-Stale W Florida tory Public .�yl-1M e°mm.E"9i'e'*vw "17 v'�'{,a��q•' Commlaclonl FF e67679 Notary Pub Revised .2 .k0 OFFICE COPY °a„gyp Florida Department of ccSr ; a' 4° Environmental Protection Carlos Lopez-Cantera €t.7x Bob Martinez Center Lt. Governor 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Jonathan P. Steverson °°'°•.r.� °jO�•° (850) 245-8336 Secretary November 29,2016 Charles D.Hyman and Janet S. Healy c/o Carrie M.Breslin, President Breslin &Gray Design,P.A. 1404 Belvedere Avenue Jacksonville,Florida 32205 Notice to Proceed Issued Permit Number: DU-489 Permittee Name: Charles D.Hyman and Janet S.Healy Dear Ms. Breslin: Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), I(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report (DEP Form 73-111), and I(s) Final Certification (DEP Form 73-1151B) are available by clicking on the following link httv://www.deo.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. The permit will expire on November 29, 2019. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same concoction or activities would be approved. ,m.,rep slaw ft. Came M.Breslin, President November 29,2016 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 3522),by telephone at(850)245-7680, or by email at david.krieer(rrndep.stateAus. Sincerely, (///�)'� David A. nIC4cr,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management DAK/dw Enclosures cc: Permit Information Center Trey Hatch/Michael Savage,FDEP Field Inspector City of Atlantic Beach Building Official Charles D.Hyman and Janet S. Healy,Property Owners u�ni.tep.vrmz,Jl.u, STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management •n 2600 Blair Stone Road-Mail Station 3622 Tallahassee,Florida 32399-2400 PERMIT NUMBER: DU-489 PERMITTEE Charles D. Hyman and Janet S. Healy c/o Carrie M. Breslin, President Breslin&Gray Design,P.A. 1404 Belvedere Avenue Jacksonville, Florida 32205 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description,was filed by the applicant/permittee named herein on August 5, 2016, and was determined to be complete pursuant to rule on September 13, 2016. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties;that the work is not expected to adversely impact nesting sea turtles,their hatchlings,or their habitat;and that the work is expendable in nature and/or is appropriately designed in accordance with Rule 626-33.005, Florida Administrative Code. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: November 29,2019 LOCATION: Between approximately 485 feet to 536 feet north of the Department of Environmental Protection's reference monument R-52 in Duval County. Project address: 239 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Covered Porch Addition to Single-Family Dwelling I. Location relative to control line: A maximum of approximately 145.9 feet seaward. 2. Exterior dimensions: Approximately 17.8 feet in the shore-normal direction by 2.0 feet in the shore- parallel direction. PERMITTEE: Charles D. Hyman and Janet S.Healy PERMIT NUMBER: DU-489. PAGE 2 3. Type of foundation: Concrete footers. Excavation/Fill I. Total volume of excavation: Approximately 2.0 cubic yards for the footers. 2. Location of excavation: From approximately 128 feet to 146 feet seaward of the control line. 3. Maximum depth of excavation: All excavation will be for the installation of the concrete footers. 4. Volume of fill to be placed: Approximately 2.0 cubic yards. 5. Location of fill to be placed: To be spread seaward of the addition,within the existing sod lawn. Other Structures/Activities 1. Demolition. See Special Permit Condition 3. 2. Replacement of decking and steps on existing seaward wooden deck. 3. Wooden benches on top of the existing seaward wooden deck. 4. Sod plantings. 5. Exterior lighting. See Special Permit Condition 4. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor,the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (904) 655-1765 to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit,a temporary construction fence shall be erected along the limits of work landward of the bulkhead line.The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing vegetation located on the site. 3. All rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. PERMITTEE: Charles D. Hyman and Janet S. Healy PERMITNUMBER: DU-489 PAGE 3 4. All lighting shall be installed and maintained as depicted in the approved lighting schematic. All fixtures on the seaward and sides of the dwelling shall be shielded and equipped with black baffles. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation. If any of the lights become visible from the beach, such as the cupola deck lights, they may be required to be modified such that they are no longer visible from the beach.No additional lighting is authorized. Approved plans are incorporated into this permit by reference. Done and ordered this 29th day of November,2016, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED,on this date,pursuant to S 120.52 Department of Environmental Protection Florida Statutes,with the designated Department Clerk,receipt of which is hereby acknowledged. Dn Fritz Weltstein,Environmental Consultant W � 11/29/2016 Coastal Construction Control Line Program Deputy Clerk Date Division of Water Resources Management NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearine A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28-106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; PERMITTEE: Charles D. Hyman and Janet S. Healy PERMIT NUMBER: DU489 PAGE 4 (b) The time, address,any e-mail address,any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative;the time,address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course ofthe proceeding;and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (1) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes;and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3),Florida Administrative Code,petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice.Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing)under sections 120.569 and 120.57,Florida Statutes,or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown,grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition form administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. PERMITTEE: Charles D. Hyman and Janet S. Healy PERMIT NUMBER: DU-489 PAGES Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final,any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice,may have rights to petition for an administrative hearing under Chapter 120,F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one- time "Notice of Permit Issuance' in a newspaper of general circulation in the county where the activity is located meeting the requirements ofChapter 50,F.S. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120, F.S. Flando Depnnraere as EnNmnmertal vrolemon(DEP) ria aeon m water Resoma ntanaaeartnl coaalal conatroYm contra,Lore Praprem - RSO-Blar Smrc Raad,Mal station W2 TalleMsaee,Float 32941240 les-124$195 General Permit Conditions Rule 6213-33.0155,Florida Administrative Code 1. The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom,without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7),F.S.,and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval form the Department.A copy of the notice in proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c)The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all projea performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage,no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims andjudgments resulting from such damage. (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating in construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f)Construction traffic shall not occur and building materials shall not be stored on vegetated arcus seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being mel, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittce A the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegelated with appropriate beach and dune vegetation. (h) All fill material pieced seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain sin. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. (i)If surplus sand fill results from any approved excavation seaward of the control line,such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. Q) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department,with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas—whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise— shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordleass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k)All topographic restoration and revegetation work is subject to approval by the Department,and the status of restoration shall he reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season.The marine turtle nesting season is May I through October 31 in all counties except Brevard,Indian River,SL Lucie,Martin,Palm Beach,and froward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m)If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized a any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. Gen<nl Nrmim C nrhtions(May 31,2037) Price 1 (n)All windows and glass doors visible from any point on the beach must be tinted to a transmittance value(light transmission from inside to outside)of 45%or less through the use of tinted glass or window film. (o)The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred.An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit,and return both copies to the Bureau. The transfer request shall be provided on the form entitled "Permit Transfer Agreement'—DEP Form 73-103 (Revised 1/04),which is hereby adopted and incorporated by reference.No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department.A copy of the transfer agreement shall be displayed on the construction site along with the permit.An expired permit shall not be transferred. (p)The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q) For permits involving major structures or activities,the permittee shall submit to the Bureau periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed.If a permit involves either new armoring or major reconstruction of existing armoring,the reports shall be certified by an engineer licensed in the State of Florida.The perminee or engineer,as appropriate,shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans,project description,or conditions of the permit.The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Bureau using the form entitled`Periodic Progress Report"—DEP Form 73-111 (Revised 6/04),which is hereby adopted and incorporated by reference. Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Bureau prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor, licensed pursuant to Chapter 472,F.S.,and shall be based upon such surveys performed in accordance with Chapter 472,F.S.,as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the central line.The information shall be provided to the Bureau using the form entitled "Foundation Location Certification"—DEP Form 73-114B (Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall he made available to the Bureau upon request.Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s)For permits involving major structures,the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty(30)days following completion of the work.The report shall state that all locations specified by the Permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit;or shall describe any deviations from the approved plans,project description,or permit conditions,and any work not performed.Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(I)(a), F.A.C. If none of the permitted work is performed,the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled"Final Certification"DEP Form 73-1158(Revised 9/05),which is hereby adopted and incorporated by reference. (t)Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. 2. The permittee shall not commence any excavation, construction,or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. 3. The permittee shall obtain any applicable licenses or permits required by Federal,state,county,or municipal law. 4. This permit does not authorize trespass onto other property. 5. In the event of a conflict between a general permit condition and a special permit condition,the special permit condition shall prevail. 6. Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399-3000, or by telephoning(850)488-7708. GmerW Pnmir CoMitions Qdry 3r,]W7) Pagr 2 M" " AP SHOWING SURVEsof F LOT 3, BLOCK 27, PLAT No. 1, SUBDIVISION "A" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL RRENT PUBLIC RECORDS OF DUVAL COUNTY OGETHER WITH ALL F COUNTY, FLORIDA, AND ACCORDING TO FINAL DECREE RECORDED' IN CHANCERY ORDER BOOK 440, PAGE 375 OF THE U , FLORIDA,, OF THE LAND LYING .EASTERLY OF AND BETWEEN THE EASTERLY PROJECTIONS OF THE NORTHERLY AND SOUTHERLY Ll. ES OF SAID LOT 3 TO THE EROSION CONTROL LINE OF DUVAL COUNTY FLORIDA. tV87•s8'28"W • s POINT 228.11' �PoslTE R-49: . .` . ---E� DEP MONUMENT No. 72-81-A20 OR THIN 11= 4. � N G 2855 8 EASTING=375083 9 .o tn TRLET 3f m 40' (PAVED RIGHT OF WAY a► PT. 40 ® �Opp5D FOUND \2. IRON PIPE NO DAP 41t ® � POINT oPPojr St_ _... a 10 20 40 SCALE: 1" = 20' ti i V C) .. � A � r� s _ c�-; _ 5.7'�,5.4 UNIDENTIFIED 32 --p--"' STRIP AS SHOWN 0.a __- ---1 pgF---- .32.3t \ ` N PLAT 8UOK 5� ` a 0 E 69 0 0.0 x-o.3 PAGE -------.--" ®�-----' TORY FRAME �►l z MEAN HIGH WATER UNE M , X o 8 x a.4 D t�2. IRON Z 2 S �, FOUN �� RESIDENCE O 3 xi- 2 I I PIPE No CAP ��.� SEASONAL HIGH WATER DIVE X�' I O` o NUMBER �'` WOOD WALK EDGE OF VEGETAn0M x 3.7 $ tpti ® O 17 g x 13• } I ' "' r- 1 ,5 X 43.3' i j 0 x1 x !V G A S j # I # �( r x0.5 4 8.7 i t l 44 I I x .0 10 ® IRONI � x t ar•. IRONS O UNE 0.2' FOUND t o N0CAP,.5 E 1 1 1 # ! '°� # i ' Q) -y a ®N a 6.1 x �� ` f ' ( , �+ �. i ' xl. X�4 I y� , #. t o C7 • , "E 2 �, IR 1 Q.6 y, o y 1 Z [ 1 (N83 24 20 ' �, �•____ x- x ALUMINUM FEnr o.4' I ` ; i ". 4 I t N. " i i " _ 7 x�3 ' �ijCRETE WALL ��4' I - !i # , x 3 # O ��G x 1 - LL ,f,\ 1 I x FOUND MAG NAIL f 4 O CK WA 0.i p i ! # 6 D N AS 5.3 t � `��. 5�1x 15 7 ,1 - ! j 3 f IN PALM , t�2" IRON t4:1r09'" 0. " 1 .1 g -_ 11 5.6Ut �. t r o 13 1 TION=15.Da FOUND CAP E , "- 1\-4g `r\ 1 1 `� O, �' �. ,- x12, E'i-EVA !PE RI<D 0 16---s 0 5 l o W 1 °' R.� T r 13 0 17 3 { 4 cs I ' 1 t 1 I X_0.3 P RFfER� o� (r� x 8 (� 1 � �", e� NORtHiNG= 36.3 . 1 +ri " a 1.5 v, (� 3 x;. n I k 1 t l # 0 aj ® NG.-531268.3 5 52 ,'r� �- 191 1 1 ` x 8 n # �, I j f 1 ' 'a EA r"7 _ g5 'e. 1 0 l �1 x O 15..x. 5.5 ........ 4.3 a 5 47 .. Zc�'r_\ 1 3 -- r 2 X = 14 �► 1 ".16- 1 8, 15.X t-,� ` 1 I 1 ! ,�`` 0.9 -i 41 x x V 15. 1 5 5,5 15;55.5 .�" V u, 1 a 4 �' 1 , DAME RAS!6ES I t x 1 14' 14 4 0 A/ 1 _ . STEPS A -- t® 2 STORY FRAME ci Q 5. \ 1 �' c,1 y 1 i I # x 2 9 6 �,L.� 4".4 15. 1 r RESIDENCE 1 y} N Cn I 1 11 2 � 15•� `° a � a O�� 11 � 15.$3 FLAG p a 1 l© �1.�, � �'7,� � I i � 1 � ' ( � x Z 6.1 27 2 til 1 UNE of 7 0 NUMBER 23 1 •so , �• rt-. y n�- I 1 1 ! x 6. ttzv O THE SOUTH PLAT 5 14 1 4 ®�.o FINISH FLOOR=17.86 `L - -/ �,� '\, 'w ,1 p ! I x 12 g.0 Y WOOD �, �0 3 3 a T f, 1 15 Z 1 ay " m "� \ I �N , Z® 4 X, 4 xi 7 FRAMED®�RAGE WiH 56 15�524-y x 15.5 -- n 2.0 X \>G l 1 1 �' X 6 f x 1 Q FR UVlNG OUATEts 15• x 2 \ ' 8 3 i 1 } x',. -- (� ;M RESIDENCE =15 48 �l 4 ( , ;s, \ I 1 15. 0 t' l a `U v os� fNISfP FLOOR Q 43 vi 51.6 6 6 �o e 4 �. 1\20 IRON 1CAP 4.42 5 b rn 45 x 4.85 6 16 - ®�j 1 - �� 1 g r FOUND'ILLEGIBLE 1T9 1 ® x15.5 J - 11.3 & 15 21 15.37 9 t2.6' 1 x _._--- past ---1Y6'� J-- ® . • O 7, o ' " 15511549547 4 1551 160 .2 / _�- ® Ln �+� Q Q t2.6 3 5 5�t. 15.5 7 --" o X10 VY �4 1 ON .....� tv Z. a �► C� 15. 5`42 ��;�>w �g a �yy i 9 7.3® f R� - }-'""� WATER , x 1 1 .56 (S83 21 48 Q ETERS.p 2� 15-39 15.4 G:rte "�'� J V t� 1 44 9' 2 � ALL 23 7 69.2' 1 l to m` 1 EN LOTS 1 LINE SES o 4.6 x f}I VI f3INGAGGORDING TO FINAL 15.3 AND 3 7734b-E, SET MAG NAIL DECREE IN SUIT No. 09 v & Dlsx LB-14. "IRON ® 0.5 �-� IN CHANCERY ELEVA77ON=t�.�8 FOUNDIPE NO CAP ' RECOROED 0, PAGES 375 SIDENCE o =2t792�.5 o ER ,BOOK o STD Y FRAME RE NORTHING 2 ORD NtMBER 227 EA 13i TO 378. m 1 ' --- NO TES: 69.3' _ 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN ` .._ DEPARTMENT OF NA T7JRAL RESOURCES MONUMENTS 72-81-A17 AND 72-81-A18 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. J. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL 4-- N k COUNTY, RECORDED JULY 21, 1992. _ o 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING `^ EXTENDED DA TUM FOR TIDE INTERPOLA TION POINT 100978 FOUND t t2" IRON : PIPE NO CAP PT. 39 (A TLAN T7C BEACH, MHW = 2.04 (NA VD 1988), TIDE RANGE _ . 5.0). x 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 181.053 (6)(6)2: "Seasonal high-water line" means the line formed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. 2.04 + (1.5 X 5.0) = 9.54 (NA VD 1988) 5. COORDINATES AT PROPERTY CORNERS ARE BASED ON I ANGI poINT STATE PLANE COORDINATE SYSTEM, EAST ZONE, OBTAINED OPPOSITE R--52 USING GPS RUN USING SPECRA PRESCISION EPOCH 50 L 1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE 7. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC OFFICE COPY �'• RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRI VA TE LANDS IN SAID COUNTY. r'= 8. GPS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 , EQUIPMENT AND TRIMBLE VRS SOFTWARE. 9.. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 10. CONTOURS ARE Sl TE BENCHMARK ISCOMPUTER GNNARPALM TREE NEAR NORTH THIS SURVEY WAS MADE FOR THE BENEFIT O F WEST CORNER OF RESIDENCE No.= ELEVA TION=15.00 CHARLES HYMAN Bc JANET H EALY. N.A.V.D. DEP MONUMENT No. 72-81--A21 ' NOR THING-2178371.2 FASTING=375348 2 xt THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.27 CHANCE FLOODPLAIN), FLOOD ZONE "AO- (DEPTH 2') AND FLOOD ZONE "VE" (ELEVATION 16) A WELL AS CAN BE ADDITIONAL BUILDING TIES ADDED - JULY 26, 2016 INSURANCE x BOUNDARY UPDATE - JUNE 29, 2016 DETERMINED FROM THE FLOOD " WITHOUT THE SIGNATURE AND THE RATE MAP No. 12 1CO409H, REVISED JUNE ADDED TORO - APRIL 5, 2004 CONN W. BOATWRIGHT, P.S.M. NOT VALID ORIGINAL RAISED SEAL OF A FLRIDA LICENSED 3, 2013 FOR DUVALCOUNTY, FLORIDA. REVISIONS - APRIL 5, 2004 REVISED FLOOD CERTIFICATION: MARCH 22, 2004 FLORIDA LIC. SURVEYOR sand MAPPER NO. LS 3295 SURVEYOR AND MAPPER." REVISIONS FEBRUARY 9, 2004 FLORIDA LIC. SURVEYING & DAPPING BUSINESS No. LB 3672 • 2016-0729 WN DY: LANDSURVEYORS, . 150% 0 R R aR 11E Y L nBILE. DRAE R LJ ,I�1 �E.DECEMBER 17 Zoo3CI�LD Y ®--- S � � OI` 1 9®4)24- �-- � t� XREF: 2003-1516\CSK 2004-0381 CSK Breslin & Gray ® Design, P.A.1F_j ■ 1404Belvedere Avenue Jacks onville, FL. 32205 - 904 - 708 - 0023 (f) 888 - 783 - 9212 T-1 TITLE SHEET carriebreslin @ c o m c a s t.n e t APPROVED DEP PLANS PROPERTY LEGAL DESCRIPTION: A-0 SITE PLAN & SITE SECTION LOT 3, BLOCK 27, PLAT No. 1, SUBDIVISION "All, ATLANTIC BEACH, ACCORDING TO THE PLAT ■ Consultants: THEREOF AS RECORDED IN PLAT BOOK 51 PAGE 69 OF THE CURRENT PUBLIC RECORDS OFVERA GREEN, P.E. E-1 1 ELECTRICAL/POWER PLANSSTRUCTURAL ENGINEER • DUVAL COUNTY, FLORIDA, AND ACCORDING TO FINAL DECREE RECORDED IN CHANCERY 224 N.Roscoe Blvd.N. Ponte Vedra Beach,Florida 32082 ORDER BOOK 440, PAGE 375 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, h°all 90 4.270.91ag9en. us ARCHITECTURAL SHEETS FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EASTERLY OF AND BETWEEN THE FL P.E.No.77507 A-1 .0 EXISTING/DEMO FLOOR PLANS EASTERLY PROJECTIONS OF THE NORTHERLY AND SOUTHERLY LINES OF SAID LOT 3 TO sTARR sANFORD DESIGN INTERIOR DESIGNER THE EROSION CONTROL LINE OF DUVAL COUNTY, FLORIDA. 370 4th Avenue South A-1 . 1 PROPOSED FLOOR PLANS Jacksonville Beach,Florida 32250 Phone904.707.9761 A-1 .2 PROPOSED EXTERIOR ELEVATIONS CODE SUMMARY E-mail ;ulia@starrsanforddesign.eom A-1 .3 WALL SECTIONS APPLICABLE CODES: FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL (FBC-R) STRUCTURAL SHEETS FLORIDA BUILDING CODE 5TH EDITION (2014) MECHANICAL (FBC-M) S-0 GENERAL NOTES FLORIDA BUILDING CODE 5TH EDITION 2014 PLUMBING (FBC-P) S-1 FOUNDATION & FLOOR PLANS 2011 NATIONAL ELECTRIC CODE (NEC) O S-2 UPPER FLOOR AND ROOF FRAMING PLANS 5TH EDITION FLORIDA FIRE PREVENTION CODE (NFPC)W/2012 NEPA 101 LIFE SAFETY CODE S-3 DETAILS ZONING: HEALY-HYMAN DISTRICT RS-2 — RESIDENCE MINIMUM LOT SIZE 51000 SQ.' OF LOT AREA MINIMUM YARD REQUIREMENTS FRONT YARD 20" Renovation INTERIOR SHEETS REAR YARD 20239 Beach Avenue A0. 1 TITLE SHEET SIDE YARD COMBINED 15' BUT NOT LESS THAN 5' EITHER SIDE Atlantic Beach, FL. MAXIMUM IMPERVIOUS SURFACE 50% A2. 1 FIRST LEVEL FINISH PLAN 32233 MAXIMUM BUILDING HEIGHT THIRTY FIVE (35) FEET A2.2 SECOND LEVEL FINISH PLAN A2.3 FIRST LEVEL FURNITURE PLAN OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3 (FBC 310.5 5TH EDITION 2014) A2.4 SECOND LEVEL FURNITURE PLAN WIND LOADS: A5.2 SITTING ROOM INTERIOR ELEVATIONS A5.3 MAST. BEDROOM & MAST. SITTING INTERIOR ELEV. SEE STRUCTURAL DESIGN SPECIFICATIONS < e o- EL REFLECTED CLG. PLAN A6.2 SECOND LEVEL ' A6.3 RECESSED LIGHTING SPECS i C. ` E L ■ Scale: AS NOTED • ■ Sheet name: • TITLE SHEET ■ Sheet Number: • I I i i ■ Issue Dates: • 61211 6 DEP APPLICATION REVIEWED FOR CODE COMPLIANCE 9/27/ 1 G PRICING 5ET CITY C ATLANTIC BEACHI / 18/ 17 PERM IT SET SEE PERMITS FOR ADDITIONAL ■ Revisions: • REQUIREMENTS AND CONDITIONS 911 211 G REV.ADEP APP. 13EVI E hD BY: DATE-, d2r.7 I I IIS DR,\1V-.\;11,,1\I\S I RL'M,F.,1 1 R%RF I IF DR:\1\'I\GA\D IIF I\'IORM;\l\II0\Fl if-.RFO\IS IIIF PR(1PFR11' ()I 13RFil. &(:R\)'DF\IG\P.:\. \\1'RF.PR0DI1(II0N_AI IFR\I[0\,0R111,F PERMIT I( E - )R()IIFR'1 Il.\\I.11r I\IF\DFF1 PR()1F(I. - 1k i fflol l 1 I II-.Nk RI II-F\(:0N';F\l_01 :IRFSIJ\S(SRA}_I)FSI(�\P.A..11 F\PRrtiSL1 (OPYRIGII-I 0 BRFS1,1\&(;R- Dr\ICI\.P-A- ■ Breslin & Gray g 1E) I I (T\ Desi n P.A. ■ � 1404Belvedere Avenue Jacksonville, FL. 32205 904 - 708 - 0023 (f) 888 - 783 - 9212 carriebreslin @ c o m c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N.Roscoe Blvd.N. Ponte Vedra Beach,Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E.No.77507 I ! 0 1 z I ----- m I Fqurwv 1'12'MON o �3, b1►T a S4 IPE MO GAP o 8 , UNIDENTIFIED 32' 1 i S RIP AS SHOWN ! z 155'-3 3/6" CCCL TO E. CORNER OF 5TEF5 °1 2 STORY FRAME o PLAT BOOK 5, 91 RESIDENCE PGE 69 o NUMBER 261 i IQ Q) ~0 1 4 1 '- I I i/8" CCCL I C KNEK OF 51 i n i0 � I 127- 10 3/8" CCCL TO W. OKNEK Of C ' FOLAV FTI A/AG MAL Z 2 !O MEAN HIGH WA TER L/NE OV PALM SEASONAL HIGH WATER LINE EIEVAIM-1��' FOUND 1\2"IRON � I� (N83-24'_07E 2 5.9 ' IRON - IRON) i I `^ � i Z EDGE OF VEGETA TION J.-�► 2 ro I PIPE RED CAP N • a » A�. Q A ar ON LAC 0.2' I�1 `t v`t p.0 x-0.3 J r��/ FO D 1\2 IRON i 8.9 5.9 x3.7 x2.3 x1.2 x0.8 x0.4 � ^ v 2'REFERENCE O I ��d L`'l' ® NO CAP 1 x] .5 x 17 9 C) p = NORTHING=2179335.52 \ ` Q WALL X X .1 x j 4.5 13.7 11 X 10 4 E3.7 .0 x X 13. EAS77NG=531268.3 32 2 a � � ~ 4 41 'x x4.4_U fl- 15.1 15.52 3. \ 1 1 x x 1 WALL ALUM/ M FEN 0 4 4. r- p ' 15.55 f5 47 j �. 0 16 x 9 c x 15. I�PLA DOST. x 7 v,� WALK °j ^ u 15.4•k 15. 5 15• l8 9 sr � HEALY-HYMAN - a 6. 1 1 o_ � 0 1A1° 11.1 �r� r.• cv,•^ o,,rn �� .,n ,tl. •� ^. o. ®�w o RESIDENCE 1 n j O ALL WATER TO SHE AWAY °� fie• N� N 0 x-0.3 (� 0 2 57p?r IN7� D o AEG3CNM�' 95 rn O Q o °' 'y °' ^' N• x 3.7 x 2.3 x 1.0 x 0.4 x ` J -• fRAAEa 4RAaE IW'IH I �, LANDWARDTHE SOUTH LINE OF 7.0' Q z 2 STORY FRAM TO aE 15.87 c� z LIWM QW IM 15.58 15.24 L®T �, PER PLAT 4 1 4 - o � RESIDENCE �� SSS 15.2 � 3 v � � x 8 2 1 0 i 7 3 x f 2. 1 1 .3 x 5.3 a I 'J7 xt I x]5.5 15.1 h � p x'3'3 x7'7 �' p CO X4.42 - 5• z "� s3N W GRA55 �.� Renovation U, Z� 15 2, 15.0 7 0 4 2 +� -17� �9 �G I c>, 23 9 Beach Avenue x � I n q 1Z6' � •� a � � V1 5 0 12Q' o� 15.51 x 15.5 4.45 x 4.85 6 4 `�•-' 11.8' co %h �n 1 1 4 47 6 Atlantic Beach, FL. Q1 ® 15' 5.42 5.5� 15.5 i5. x1 0 15 51 14.60 .. y O o WAW? CONCRETE'DRIVE 15 61 5 5 57 a : �� , �� ' �C815 3 , Z 32233 39 o js 15.2 • 15.39 i5• 7, .56 - / AL lay 24 .2� 11.3' x .0 x_0.3 ® 14. 1 15.4 $83 21'¢•8"W 197..30' IRON ON) 16 Srla D AWAY�Ro N x 2 x 2.9 x 1.6 x 0.9 x p.4 ! � E3)ILDING-')ANL) 6 14.9 14.6 1 x7.6 x .6 x] •4 x1 4 xt 7 12. g.0 X6• FOUND 1\2"IRON Z� (44.9) 2 ----� ' 9f 246. 17 �� `�' ``` 1 S� CO� 7W a i O i& CAP "ILLEGIBLE" 6 7 ``+ PORCH STET MAC NAL a• &DY'.S3f'LM72 15.3 S83J J 4 o i 8"A7*Vs1448 FOUND 11,2"IRON �0 1' DIVIDING UNE PIPL NO CAP IM ear NORTHING=2'179285.510 BETNIEEN LOTS 2 127-9 3/8" CCCL TO W. OKNEK OF ON 5TOK FOKCt1 ADDITION I z EAS77NG=;531271.0 AND 3 ACCORDINGMI TO FINAL DECREE IN1 0 0 145'-G 1/2 CCCL TO E. OKNEK OF ON STOKY POKCt1 ADDITION SUIT No. 77346-Ea ° RECORDED I �, b CHANCERY ORDER v o 2 STO Y FRAME RESIDENCE BOOK 440, PAGES NUMBER 227 N) 04M qc 375 TO 378. \U\ vv v ! I oa O o��co � 00 145'- 10 112" CCCL TO E. CORN K Of ONE 5T0 Y FOKCh ADDITION FOUNDATION I� � 0� °°° °° n✓ I \ uIN FOUAv 1\r Mw ! AW NO a4P 1 (50'-2" CCCL TO EXTENT OF WORK LIM75 AND CONSTRUCTION FENCING i i 0 i PROJECT NORTH PR POSEI�j SITE IMPERVIOUS SURE ACE E AREA CALCULATIONS CUT / EILLCALCULAT10N5I`ORADDITION ! 1 '®_20' INDICATES ADDITION EXISTING SITE PROPOSED SITE CUT FILL NET MAP SHOWING SURVEY OF: HOUSE 2,380 S.F 2,380 S.F. f�10U5E . LOT 3� BLOCK 27, PLAT No. 1 , SUBDIVISION "A", ATLANTIC BEACH, ACCORDING TO TF E PLAT iiI 722 S.F. DETACHED GARAGE 722 S.F. SITE N/A 1 .99 C.Y. + 1 .99 C.Y. THEREOF A RECORDED IN PLAT BOOK , PAGE 69 OF THE CURRENT PUBLIC RECO DS OF DETACHED GARAGE WALKS/ PATIO/ DRIVEWAY 1 ,932 S.F. WALKS/ PATIO/ DRIVEWAY 1 ,062 S.F. AREA UNDER SLAB N/A N/A 0 C.Y. DUVAL COUNTY, FLORIDA, AND ACCORDING TO FINAL DECREE RECORDED IN CHAN ERY (INCREASE 15 JUST FOR FOOTINGS AT PILES N/A N/A O C.Y. L COUNTY, F'OKCN ADDITION) D D F U ORDER BOOK 440, PAGE 375 OF THE CURRENT PUBLIC RECORDS O VA CO , BEAMS N/A N/A O C.Y. FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EASTERLY OF AND BETWEEN THE TOTAL IMPERVIOUS AREA 5,034 S.F. TOTAL IMPERVIOUS AREA 5,084 5.F. FOOTINGS 1 .99 C.Y. O C.Y. 1 .90 C.Y. _ OR 4 I °7o OR 4 f °Io EASTERLY PROJECTIONSOF THE NORTHERLY AND SOUTHERLY LINES OF SAID LOT TO THE EROSION CONTROL LINE OF DUVAL COUNTY FLORIDA. TOTAL LOT AREA 12,322 S.F. NET FILL PROVIDED = +OCUBPC YARDS OWNERS JANET S. HEALY AND CHARLES D. HYMAN TOTAL LOT AREA (WIT1-11N CCCL) 10, 10,_ S.F. OFFICE COPY'I wi �iw i �i �Iz 35'-0°ABOVE GRADE MAX ! 0LU Iz ( �!- BUILDING I-IEIG11T I I ■ Scale: AS NOTED • ■ Sheet name: • ! ADDITI DN ADDED TO SIDE OF EXfSTI GONE STORY PORCH � I NEW D-CKING AND WOOD ! ! p p i BENCHES TO BE ADDED TO ! 1 R 1 ED NO CHANGE TOz DECK j i NO CHANGE TO ---------------�_ E KEPLA EXITING STEPS ; SITE PLAN & FOOTPRINT OF EXISTING FOOTPRINT OF EXISTING TWO GARAGE I TWO STORY HOUSE - DARK HATCH DENOTES FILL ; ! ALL WATER TO r-----��------,�----It I I I i ( Si1ED LANDWARD _� I ! � SECTION - NO WATER To BF sIffD I +,7.8G'FINISHED FLOOR AT _ --- TOWARD OCEAN-NATURAL ; ■ Sheet Number: • HOUSE DIP IN LANDSCAPE TO AID IN INTERCEPTION OF ANY RUN OFF I ' I i i i ------------- --------------- Rz +14.42 +15 +15.4 +15.5 +14.72 +14.72 +15.25+16.2 FOUNDATION FOR ADDfTION ADDED +15.83 +15 +14.3 +13 4,12 +11 +10 +9 +8 +8 +10+11+12+13 +16+17+16 +13 +11+1Q+9 +8 +7.0 +6.0 +5.0 +4.0 +3.0 42.0 +1 +Q.4 -0.3 TO SIDE OF EXISTING PORCH. +15.9 ; +9 15 14 12 j HATCH INDICATES CUT SOIL Oji +14 +15 = ; w i U i Oi J uJj iZ LIZ O ZjZ ZI u !O =i Q I I of o�i 0i<1z�w Q i ■ Issue Dates: • NW Q �1� uIF-O 61211 6 DEF' APPLICATION Z w �!w Q I UI WiJ tP,�i WI> U1 i I ISITE SECTION i SITE PLAN IS BASED ON SURVEY DATED 12/17/2003 ■ Revisions: • PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 9/ 1211 6 REV. IADEF' APP. 1 "=20' ® EXISTING GRADE ® FILL ADDITIONAL BUILDING TIES ADDED - JULY 26, 2016 BOUNDARY UPDATE - JUNE 29, 2016 ZONING DISTRICT: ADDED TOPO - APRIL 5, 2004 THIS DRAWING IS AN INSTRUMENT OF SERVICE.THE DRAWING AND THE REVISIONS - APRIL 5, 2004 INFORMATION THEREON IS THE PROPERTY OF BRESLIN&GRAY DESIGN.P.A. REVISED FLOOD CERTIFlCATION: MARCH 22, 2004 ANY REPRODUCTION,ALTERATION,OR USE REVISIONS FEBRUARY 9, 2004 FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF 13RESLIN&GRAY DESIGN,P.A.,IS EXPRESSLY FORBIDDEN - C'OPYRIGHT® BRESLIN&GR.AY DESIGN,P-A. i I 1 Breslin & Gray Design, P.A. ELECTRCALI LEGEND 1404Belvedere Avenue — -- — MOUNTING Jacksonville, FL. 32205 — — SYMBOL FIXTURE TOTAL # BULB LUMENS TYPE OF OF EA. OUTPUT AND MOUNT HEIGHT (f) g g g - 7 8 3 - 92 12 —_— — - ----- FIXTURE TYPE — carriebreslin @ c o m c a s t.n e t 1 1 -- —_—_ -- L-0 I G 2 MR I G LED KECE55ED 91-511+- (WILDLIFE 5 WATT AMBER LIGHT IGHT ABOVE GRADE 1 CERTIFICATION 1 # 2008-08) ■ Consultants: 1 L — STRUCTURAL VERA GREEN, CT BAE ENGIN ER 1 224 N.Roscoe Blvd.N. 1 Ponte v870 9l gglorida 32082 Phone 904 2 1 E-mail vera@veragreen.us FL P.E.No.77507 Y Y L=Ulb l STARK SANFORD DESIGN 1 � y INTERIOR DESIGNER 1 yH` 370 4th Avenue South ° 3 � 'W'ildlife Lighting yi Jacksonville Beach,Florida 32250 1 � Certification Number Phone 904.707.9761 J 2008-08 E-mail Julia@starrsanforddesgn.com 1 The L-016 recessed fixture combines the flexibility of a standard MR16 lamp 1 with the corrosion resistance expected of a Beachside fixture. The gasket on the brass trim securely seals up against the bottom of the recessed, stainless steel can and the frame is powder-coated steel. An internal brass bracket as U b 'n of the lamp u to 30 with 360 rotation. The L-016 1 sembly allows angling p p is intended for new construction applications and is integrated with magnetic � j transformers(120V primary,12V secondary). / , II Housing Recessed ceiling fixture for new construction. — — I Mounting Lamp housing is removable through ceiling aperture for access to junction box. Dousing can be lowered and ad- - — jested to ceiling thickness. Dual extension hanger.bars — — I — — — — span from 15"(38.1 cm)to 25-1/4"(64.1 cm)with revers-ible placement feature. Bars attach to sides along length 1 or width of mounting frame. Danger bars may be extend- - ed to rest on T-bar grid. For insulated ceilings,maintain a 1 1 minimum 3"clearance around fixture. ° - HEALY-HYMAN - 1 1 Electrical Magnetic, Class H transformer with Molex disconnect In 1 1 j-box is fully dimmable with magnetic low voltage dimmers. RESIDENCE 1 1 Transformer has internal thermal protection. J-box has (4) 02:5"[6.3cm] 02.1"[5.4cm] 1/2"K.O.'s and(2)concentric 1/2"x 3/4"K.O.'s with spring 17171171 I latch access plates.Suitable for Wet Location Use. 1 I � Lenses Tempered soda lime glass. Renovation 141-13 1/8„+_ I CL Clear 1 1 FR Frosted Adjustment bracket 239 Beach Avenue 1 3'-1 3/811 I — allows aiming up to 30' . FL. cTloly A/E-1.1 EO. EO. I Lamp GU5.3 • MR16 LED o ,( Atlantic Beach 5.5 [14.0cm] EQ. I Cree 0ipset Amber 0 narrow flr�(d 32233 — Amer(15Q0I) 5W-A�NFL 'Watt A _ Ceiling — — — — — — — — I Accessories —HL-MR16 Lamp-attac ap- tt ick ed honeycomb louver,V8” _ 1 --- PR-MR16 Lamp-attached prismatic spread lens 0.4"[0.9cm] 0.8"[2.1 cm] W OL2 1 �i� L20 o — _J � � -- Finish _FIN-13K Black Acid Finish PROJECT 1 SOLID WALL NORTH - 1 �FIN-DB ®ark Bronze Acid Finish FLAN 1 FIN-NK Satin Mickel Plating I 5T f LOOK I LAN I — — - - — — _,_, FIN-WH White Powder Coating I PI�O�OSED - - - - - 1 �4„ = 1 1-011 1 � — — Unfinished is standard; no specification required. The fixture will weather to S LID WALL A- I . 1 1 f I L LIVERED WALL a natural patina. The patina process is natural with brass and copper. Rate II - 5.75"[14.6cm] 0 5.25"[13.3cm] 1 of patina and eventual color is dependent upon climate and proximity to the ocean. Thus, Beachside does not guarantee any specific appearance. 00 10.5"[26.7cm] 4 Ceiling Opening: 4-3/8" Weight:7 lbs.[3.2 kg] Max Ceiling Thickness: 1° IP 66 ---- CSA Listed,file#190030 10 year fixture warranty MADE IN USA 3 year warranty on MR16 LED lamps i Project By Date For ordering purposes,please specify(example:L.-016-CL---SW-A•hdFL--HL-i6—FIN-BK) Fixture Lens Lamp Accessory Finish(if any) I i3EACi-iS1LE LIGHTING 800-405-E:32 *w;rvw.6eachsicfel.iyhtirrca.corrl APPROX. 7-10"ABOVE October 2015 T11E DECK AND AFFKOX. 91-5"ABOVE GRADE 0 I _ Al T•"�•;' I TIC 3L�.CK/} O L2 RECESSED L1GNT S A L E-51 'v'Kx AS-, E EGROOI'. EAS;, ;�,';I`G %,; `.LL5, � O ■ Scale: AS NOTED - ■ Sheet name: • ELECTRICAL C— "D� EVT!P4 cL)5 by PLANS— =F �5 D'��K ,^f�[� I'�� `" N �i 51T v AF E500KiA=_5 . TRY ■ Sheet Number: • 77 • — - - v-7v/v/ v ■ Issue Dates: • --- - % /vicev vv/\\/vv/v�, vv/ /vv/vviw��w,w,w,w,> /, , / /� / / / / / /' / / 81211 6 DEP APPLICATION vv vv/vv/vv/vv/vv/w�wwv/X/v `vv/vv/vv/vv/vv/vv/vv'vv!�`'� v/�'vy/�y%v//v//y %�'w//�w//v//v//v//� 9/27/ 1 6 PRICING SET PROJECT i\//\//\//\//\//\/\/\/ i / /'/�/\/\/\/\/�� NORTH A/Ai /VA 2 F ISO P O S E D SECOND I=LO O K F LA N -_ — -- ---_ -- w/vvvv;,w,/vv,/@,,vvvv; w/iv/iy, �� \/\, \ ■ Revisions: - 1 �4 = 1 _O �\,/\\�X\,\\/X\,X\,� \/\ A- 1 . I //vy/vim'/vvi/vy /vvi/ 9/ 1 21 16 BEV. LDFF) APP. A SECTION 3/4 _ 11-011 nIS DR AN3 n(,a Av n,IRu��FxT of NOT FOR CONSTRUCTION SFRX'I(F I IIF DRAW NO A\D I IIF I\I ORM.111()\IIIFRFON IS TI IF PR(1PFRIl' ()t-RRFSl_IN S(;RA}'DFSI(;N.PA. \\Y RFPR(IDII('TI()\.AI TFR:%110\.OR IISF I R()113FR Iil%\IiIF INTI=\'DFD PR()I[(-1. %\I I()t,1 1111-%1 Rl l I F\(-()\SUNT 0I RRFS1A,&ORAN DFSI(;\-P.A..IS FXPRFSSL) I ORBIDDF\. (-(1P1'RI(til 10 BRFSLI\\GRAI DFS161F.A. Breslin & Gray ■ Design, P.A. • REMOVE AND REPLACE 1404Belvedere Avenue ALL PORCH STEPS Jacks onviIle, FL. 32205 - - 904 - 708 - 0023 (f) 888 - 783 - 9212 REPLACE BENCHEs carriebreslin @ c o m c a s t.n e t I ■ Consultants: L � 1 VERA GREEN, P.E. I STRUCTURAL ENGINEER 224 N.Roscoe Blvd.N. LIVING I OCEAN DECK Ponte vedra Beach,Florida 32082 Phone 904.270.9189 114 116 E-mail vera@veragreen.us I FL P.E.No. 77507 I ALL WOOD DECKING TO BE REPLACED STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th Avenue South Jacksonville Beach,Florida 32250 WOOD FRAME DECK WITH 6X6 WOOD PIERS Phone 904.707.9761 FOR DECK AND ADDITIONAL 8X 16 CMU E-mail julia@starrsanforddesign.corn PIERS (APPROX. 3 COURSES ABOVE GRADE) UNDER WHAT APPEARS TO BE ALL COVERED PORCH COLUMNS. FOUNDATION NOT REMOVE AND REPLACE VISIBLE. CONTRACTOR TO VERIFY ALL PORCH STEPS G STRUCTURE FOR ENGINEER. j 1 i APPROX. LOCATION — OF EXISTING _ COLUMN — — — — T r — — oW z COVERED PORCH i I ► - HEALY-HYMAN - I RESIDENCE 1 15.25" CEILING 1 1 ALL WOOD DECKING TO I BE REMOVED AND REPLACED I I I Renovation IV 1/1' wo 239 Beach Avenue - REMOVE COLUMNS I I I Atlantic Beach FL. I II II I 32233 I II PROJECT I — — _ REPL/CE BENCHES NORTH 23.5"TO I I ff X 1ST 1 NG f=1 R5T f LO O R PLAN Q F_ GRADE /L}11 _ I -011 I REMOVE FLOOR FRAMING AND STRUCTURE A- I .O AS NEEDED FOR NEW FIREPLACE AND FLUSH 6 I HEARTH PER STRUCTURAL I I REMOVE TRIM AND SHEATHING AT ROOF LINE AS NEEDED TO EXTEND ROOF FRAMING OVER BBQ/ FIREPLACE ADDITION I- - — — J PER STRUCTURAL I WINDOW LOCATION APPROX. i Cn _ MAST. VEST 212 MASTER BEDROOM - 0 - REMOVE EXISTING CARPET TO BE REMOVED 218 RAILING AND POSTS VAULTED CEILING CARPET TO BE REMOVED 5TA I R i HALL REMOVE DOOR 211 — — — HARDWOODTOBE — - - I, REPLACED WOOD BEAM BTM. DWO TVJO-SIDED T AT 88 GAS FIREPLACE 83.25" AND MANTLES OFFICE COPY TO BE REPLACED STAIR - _ TREADS ,r — RAILING 51TT1 NG ROOM REMOVE WALL AND AROUND 0 BUILT-IN 219 ■ Scale: 1/4"=P-011 • TOP OF tv 95.5"CEILING CARPET TO BE ■ • OPENING T Sheet name: Q REMOVED I m R11VIA111 A!5 IS 2ND LEVEL PORCH EXISTING/DEMO - 222 FLOOR PLANS NREMOVE WALL REMOVE RAILING AND ALL WOOD DECKING (EXISTING ■ Sheet Number: • RAILING POST TO REMAIN) 3�� 20 4 SILL 78 41, H D J o J J Q Z �n _ N f� N i i PROJECT NORTH ■ Issue Dates: • F p 61211 G DEP APPLICATION 2 EXI5T1 N G SE(,-ON D FLOOR PLAN REMOVE SOFFIT AS NEEDED 9/27/ 1 G PRICING SET FOR ROOF EXTENSION OVER 1 / 15/ 17 PERMIT SET A- 1 Q 1 /4�� = I -On NEW BBQ AND SUMMER KITCHEN ■ Revisions: • 9/ 1 211 G REV. IADEP APP. rIIISDRAvvIycIS,vv ysrauMFvFOF SFR\I(F-111 F-DRAM I\G\\D 11IF I\FORM\1IO\-I IIFRFO\IS MIF PROPFRIY t)F f3RFSLl\&(;R�\}'DFSIO\.P-�\. - -\\1'RFPRODN IIO\.-1I IFRAI IO\.OR IISF FOR I I[FR 1HA\-IIIF I\'IF\DFD PROJF(I. V.[I II(1[:1 113E 1\-RI I I F\(O\SF\'F OIC RRFSLI\1;ORA DFS10\.P.;\ I.,F\PRFSSLI' 'I 1'OPYR161II - PERMIT SET - (orvRl<,IrrQ �arsuysGRA)nF,I(�y.en- GENERAL NOTES: Breslin & Gray 1. DO NOT MEASURE DRAWINGS. ■ ■ Design, P.A. 2. U.O.N. MEASUREMENTS SHOWN ARE TO FACE OF STUD OR FACE OF BLOCK 1404 B e 1 v e d e r e Avenue K IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR Jacks o n v i l 1 e, FL. 32205 REPLACE wooD STEP 3. THE CONTRACTOR SHALL CONSTRUCT AND COMPLETE THE WOR 904 - 708 - 0023 - SHALL SECURE PERMITS, INSURANCE, INSPECTION CERTIFICATES AND GUARANTEES; FURNISH MATERIALS, LABOR, SUPERVISION, TOOLS, (0 g g g _ 83 - 9 2 1 2 �> PLACE wooD EENCHEs MACHINERY, EQUIPMENT, SCAFFOLDS, HOISTS, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK, AS carriebreslin @ c o m c a s t.n e t o SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 4. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT LAWS, CODES AND ORDINANCES LOCAL, STATE AND FEDERAL THAT APPLY Q TO BUILDING CONSTRUCTION. ■ Consultants: L D_ VERA GREEN, P.E. z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LICENSES, PERMITS,AND FEES TO PERFORM THE WORK. STRUCTURAL ENGINEER 224 N.Roscoe Blvd.N. Ponte Vedra Beach,Florida 32082 LIVING I 6. CONTRACTOR SHALL NOTIFY DESIGNER IMMEDIATELY OF ANY FIELD DISCREPANCIES WITH THE DRAWINGS PRIOR TO PERFORMING THE Phone 904.270.9189 E-mail vera@veragreen.us 114 I WORK. FL P.E.No.77507 OCEAN DECK 7. CONTRACTOR SHALL PROTECT EXISTING HOUSE FROM NEW CONSTRUCTION. STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th 116 Jacksonville Beach,Florida 32250 J 8. THE PROJECT SHALL BE KEPT GENERALLY CLEAN AT ALL TIMES. THE PROJECT SHALL BE CLEANED AT THE END OF EACH DAY TO REMOVE Phone 904.707.9761 REPLACE ALL wooDEXCESS MATERIALS AND DEBRIS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING OF ALL SURFACES PRIOR @ g . om I DECKING (IPE OR EQUAL) o E-mail ulia starrsanforddesi n c 0 TO FINAL OCCUPANCY. J 9. CONTRACTOR SHALL COORDINATE WITH OWNER: STORAGE OF ALL MATERIALS, PARKING OF CONSTRUCTION VEHICLES, AND STAGING OF THE WORK. FURR OUT BEAM ABOVE AROUND - - APPROX. LOCATION I EXTERIOR OF STRUCTURE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING OSHA SAFETY GUIDELINES. OF EXISTING I BOX AROUND EXT. COLUMNS - - -� COLUMN 1 1 W�2X FURRING AND I X PAINT 11. CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, GENERAL LIABILITY, AND AUTOMOBILE LIABILITY. LIMITS OF _ I L- - _ _ GRADE WOOD (TYP. @ COLUMNS) LU - - j - COVERAGE SHALL BE IN THE AMOUNTS RECOMMENDED BY OWNER'S INSURANCE AGENT. - - - - _ - - - Cz - I 1 COVERED 10" I 12. INTENT: THE DRAWINGS AND SPECIFICATIONS ON THE DRAWINGS INDICATE ARRANGEMENTS AND RESULTS TO BE ACCOMPLISHED AND - I PORCH � 1 1 I MAY BE DIAGRAMMATIC. THE CONTRACTOR SHALL FURNISH ALL ACCESSORIES AND FITTINGS OR ANYTHING REASONABLY IMPLIED FOR A 11 1COMPLETE JOB. - HEALY-HYMAN - 00 1 5.25" CEILING I I 0 RESIDENCE z 13. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS = REPLACE ALL WOOD I I o O U DECKING (IPE OR EQUAL) I z LLJLu � 3 J W z a- .2 14. WARRANTIES: CONTRACTOR SHALL GUARANTEE ALL LABOR, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL Renovation cn 1 1 I I o z z COMPLETION. 5TONE FACE 1 11 I U, Q 239 Beach Avenue To FIREPLACE dx � 15. REPLACE ALL PORCH (I ST AND 2ND LEVEL) DECKING WITH IPE AND EXTEND IPE DECKING OVER 2ND LEVEL ADDITION Atlantic Beach, FL. NEW PYLA5TER I I I " 2X4 SHINGLED WALL EXT. COLUMN I R/ z I SHINGLE 12" MIN. REMOVED 233 WALL I 32 DIST.T FLU5H 5 ONE HEARTH 16. PAINT ENTIRE INTERIOR OF HOUSE WITH THE EXCEPTION OF BEDROOM I Lu c0M5u TIBLES TO MEE C DE - z - - GA5 0l150Kf N w D - NEW 3G � NTLE55 17. VERIFY IF EXTERIOR OF HOUSE IS TO BE PAINTED o O BBQ (PLUM Q R e AAL NEW CO NTERPROJECT I � OU FOR GAS) L__ L N AND 51N ° NORTH O = z N - -- - - FRAME UNDER CORNER OF BOXED 18. OPERABLE LOUVERED EXTERIOR SHUTTERS AT SUMMER KITCHEN TO BE PRICED AS AZACK (VERIFY FINISH WITH INTERIOR DESIGNER) 10 O z 2X4 WALL I OUT COLUMN 50 IT 15 NOT PROI�OSED EI RST FLOOR PLAN I 0 - - - 2/A1 .3 SHINGLES _ OVERHANGING THE DECK1-011 0 F_ 19• VERIFY IF GAS LINE IS TO BE RUN TO COFFEE TABLE WITH GAS FIRE FEATURE IN CENTER A- 1 . 1 ( 1/A 1 .3 WIDTH TO MATCH WIDTH - I BETWEEN X15TING COLUMNS 20. OUTDOOR FIREPLACE TO HAVE SPLIT-FACED STONE VENEER AND A PECKY CYPRESS MANTEL (PER INTERIOR DESIGNER) - - - - J LOUVERED SHUTTERS 7 L-- - - - - - - ABOVE 42" SHINGLED HALF WALL DASH INDICATES LINE OF NOTE: BBQ MAY EQUINE ENCL05UKE FRAMING IN EXTENDED/ NEW ROOFING 21• ALL NEW HARDWOOD FLOORING UPSTAIRS INCLUDING ALL BEDROOM CLOSETS AND THE LINEN CLOSET (EXCLUDING MECHANICAL CLOSET) PROPERTY LINE TH15 AREA TO BE NON-COMBUSTIBLE. BUILD PER - SPECIFICATIONS _ 3/4, 22• CROWN MOULD, CASING AND BASE TO MATCH EXISTING OR AS SPECIFIED BY INTERIOR DESIGNER REPLACE EXISTING COLUMN FLU511 5TONP HEARTH IN W/NEW 2X4 WALL FLOOR TO MET CODE WOOD PLASTER 4 1/8 EQ. EQ, 1 3/4' 5'- 10 1/4" �I 3/4" EXISTING COLUMN (WRAPPED) 12" MIN. EXISTING COLUMN REMOVED, NEW OILA5TER EX15T�NG COLUMN D15T. TO STONE VENEER CLK C OUTLET AND GABLE ABOVE To BP REMOVED _ COM5U5TIE�LES 1 2„ MANTLE- VERIFY HEIGHT NEW PILASTER 3G.. MAST. - - _ - - -, - I ---- ------ CENTER BETWEEN COLUMNS VEST. NEW COUNTER AND j O MASTER BEDROOM _ _ BUILT-IN 3G" E5Q - 212 (PLUMB FOR GAS) GA5 z - 1 112" CL OF FLAMING TO CL NEW HARD WOO 218 - REPLACE ALL � m NEW COUNTER AND SINK I OF COLUMN FLOOR WOOD DECKING GA5 4G" EXT. VAULTED CEILING 150KERN m NEW HARDWOOD FL. - (IPE OR EQUAL) <9 +,WP U O VENTLESS U O N ING E SH L 5 N ' CURRENT OPENING 15 DRYWALL F, WP N 2" PLYWOOD WITH BTM. OF OPENING AT 63.25" - 42" 42" 2X4 WALL NEW 3G"W DOOR TO AFF.- SEE IF IT 15 F055II5LE TO - - MATCH EXISTING MATCH WOOD BEAM FROM OTHER UNDER NEW HEADER 51DE IN TH15 LOCATION -- _ _ (MAY BE BEARING WALL) - FAINT EXISTING LOUVERED SHUTTERS SHINGLES LOUVERED SHUTTERS 600K5HELF STAIR - _ NEW RAILING TO END EXISTING ABOVE 42" SHINGLED HALF WALL 2" PLYWOOD ABOVE 42"SHINGLED HALF WALL 2X4 WALL FALL J - AFTER POTION OF RAILING IN SWITCH TO NEW RECESSED _ FRONT OF M 5TER BEDROOM LIGHTS SEEN ON E- . N WA5 KEMOV D (REUSE EXISTING - 211 - - - - - - - -_= - - - - 0 5'- 10 I/4"+ OTHER FINISH WORK AT REMOVED P STS IF P05515LE) ALIGN WIDTH TO MATCH WIDTH NEW HARDWOOD WOOD BEAM DTM. I BETWEEN EXISTING COLUMNS SECOND FLOOR PER - AT OFFICE COP INTERIOR DESIGNER ��II T z I SITTING ROOM Uj 219 A 1=I REPLACE AREA EN LARGED NEW QUARTER SAWN ____ 95.5" CEILING J NEW HARDWOOD REPLACE EXISTING GAS FIREPLAC . CONTRACTOR TO VERIFY WEIGHT OF 3I411 = I 1-OII WHITE OAK FLOOR PER FLOORING AND WOOD EXISTING FIREBOX AND TO MAKE SURE NEW PRODUCT WEIGHS EQUAL OR A- 1 . INTERIOR DESIGNER - LE55. STRUCTURAL ENGINEER T BE PROVIDED WITH INFORMATION ONREQUIRED ■ Scale: AS NOTED 7;:�, 1o CEILING To MATCH PROVIDE OUTLET5 PER CODE AND A5 REQU I RED LEAVE EXISTING N N MASTER CEILING NEW FIREBOX AND MANTLE, IF Y, 50 5HE CAN VERIFY NEW LOADS DO HARDWOOD FLOORING NOT REQUIRE ANY CHANGE TO 5 KUCTUKAL. FOR BBQ. LOCATE OUTLETS AND SWITCH FOR ■ Sheet name: AROUND TOP OF STAIR Q REPLACE STONE TILE ON BOTH 51DE5 W/5TAINED CYPRESS WOOD PAINTED PENNY GROOVE m PANELING (VERIFY FINISH AND DETAILS W/ INT.DESIGNPR) NEW RECESSED LIGHTS WITH OWNER APPROVAL. WOOD WALL _ PROPOSED 2ND LEVEL FORCH FLOOR PLANS - ELECTRIC POWER LEGEND 222 ■ Sheet Number: • EXISTING P05T TO REM IN, DUPLEX RECEPTACLE ® HARD WIRE CONNECTION REPLACE ALL RAILING ANALL (TO MATCH EQUIPMENT) 71 WOOD DECKING (IPE OREj, UAL) - ABOVE COUNTER DUPLEX RECEPTACLE © CABLE TV/COMPUTER CLK CLOCK OUTLET GO" AFF WP WATER PROOF, GFI A5 REQ. BY f 5 20 14 SECTION E3902 51NGLE POLE SWITCH GFI GROUND FAULT INTERRUPTER NOTE: ■ Issue Dates: PROJECT "r/� -ALL LIGHT5 TO MEET 100% EFFICIENCY 81211 G DEP APPLICATION NORTH' EXISTING GUTTERS TO TIE INTO -OUTLETS TO EE LOCATED PER CODE REQUIREMENTS j� 9/27/ 1 6 PRICING SET C, C, N D ELOO R PLAN AND BUMP AROUND ROOF -IF APPLICABLE, QUALIFIED PROFE5510NAL TO LOCATE SPEAKERS.AND THERMOSTATS WITH OWNER APPROVAL 2 I RO!p O✓E D 5 ECO EXTENSION -IF APPLICABLE, 5ECURITY 5Y5TEM (T.P.s, ETC.)TO BE INSTALLED A5 DE51GNATED BY OWNER I � 1 5�1 7 PERMIT SET -ABOVE COUNTER RECEPTACLES TO BE 5ET HORIZONTALLY A- 1 . 1 1 /4 11 = 1 1-011 - - -� EXTEND EX15TING FLAT ROOF AND -VERIFY SWITCH AND OUTLET LOCATIONS WITH DESIGNER WHEN LOCATED IN WALL WITH TILE OR WAINSCOT ■ Revisions: IPE DECKING OVER TOP OF NEW -ANY SWITCHES FOR EXTERIOR LANDSCAPE LIGHTING, ETC. 5HALL BE PROVIDED INTO CONDUIT STUBBED UP OUT5IDE 7HE 91 1211 6 REV.ADEF APP. FIREPLACE AND SUMMER KITCHEN FOUNDATION WALL AND CLEARLY MARKED EVEN IF LIGHT FIXTURES ARE NOT INSTALLED AT TH15 POINT AREA -AFCI PROTECTION PER CODE- 2 1 0. 1 2 (5) DWELLING UNIT5. ALL 120 VOLT, 51NGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY KOOM5, DINING KOOM5, LIVING ROOMS, PARLORS, »R\\\I\<;1 -\\I\,IR Nr\Iol LI5RARIE5, DENS, BEDKOOM5. 5UNKOOM5, RECREATION KOOM5, CLOSETS, HALLWAYS, OR 51MILAR ROOMS OR AREA5 f R\I(T. IfIL DR.,\\1'I\(:\\Dll3i \ION\ ueRPn\hIIlrPaorrR\ 5HALL BE PROTECTED BY A L15TED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH VA1�RmRODIi(uUA.AI ICNVu0A.oRI1SL CIRCUIT (A5 PER IF 15C 20 4 RESIDENTIAL E.��J02. 2). IOROIII1 MAN 1[F%NR1[1Fv(OvSFv1O11r-(1- -5EE INTERIOR DRAWING5 AG.2 AND AG.3 FOR UPDATES TO EXISTING INTERIOR LIGHTING. U5E EXISTING SWITCHING - PERMIT SET - \11711()l�-1 I11(=\1 RI Il f\((1\�P\7(11 R R FSLIN\6R.\1 DLtiIO\.P.A.1i T\PRf»L}' LORRIDDP\. WHERE APPLICABLE OR VERIFY NEW LOCATION WITH OWNER. NOTE5 ABOVE APPLY TO THESE FAGE5 A5 WELL. OPYRJOII1 0 RRFi LI\S GRAY DF10\-P - I I Breslin & Gray ■ Desig n P.A. ■ 1404BeIveder e Avenue Jacks onvil le, FL. 32205 904 - 708 - 0023 (f) 888 - 783 - 9212 carriebreslin @ c o m c a s Ln e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N.Roscoe Blvd.N. Ponte Vedra Beach,Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E.No.77507 STARR SANFORD DESIGN INTERIOR DESIGNER ----- 370 4th Avenue South - Jacksonville Beach,Florida 32250 Phone 904.707.9761 E-mail julia@starrsanforddesign.com ..... EXISTING :,'OOF AND POST WITH NEW --- - RAILING B TWEEN POSTS TO MEET -_ CODE 11 NEW ROOF TO MAT H EXISTING OVER FURR OUT If M, NEW PAN ING PIEALY-HYMAN - i NEW EEQ AND IF I REF LACE AREA - - NEW WOOD PANELIN AROUND _ - f RESIDENCE XISTING LUMN TO - ..... EFURRIRAG E DX ............2X Renovation 239 Beach Avenue NEW WOOD EENCH 13EAT - HIN L WA - Atlantic Beach FL. TO n n a TC k1 — _._... - 32233 l._ ..- .._. ----------------- -------- ADDITION PRO P ED E PROPOSED ELEVATIONS 2 OS OVATIONS L 11 1-011 A- I .2 QD OQ = --- --- - --- - EXISTING PORCH 5TKUCTUKF NEW PI LA5TER EITI-1 Eft 51 DE OF 1=1 KEFLACE NEW PANEL - __ NEW PANEL EX 15TI N G D FAM AND CO LIMNS FURRED AND -.- ----- s. - - --__- NEW PILASTER AND 2X4 WRAPPED WITH NEW 42" - - - - - - �� & COPY - - ---- WALL DEH I N D PER PLAN �: ; AL1= WALL DETWEEN -- -- ----- NEW LOUVERED III , FF PFP - ■ Scale: AS NOTED • -__ --- - - 5 H U TT E K5 D ET W E E N - - _ -- COLUMNS WITH FRAME ■ Sheet name: • PROPOSED EXT. PECKY CYPK55 - CAP ON TOP OF HALF = WALL DYON D ELEVATIONS z O 5 I N K _ 0 O O 000 0 InSheet Number: • 0 00 0 0 STONE DACK5PLA5H — AND COUNTER 1 0 L -- - -- I I I I I I HCAN N ET5. STYLE AN D - FIN 15H PER INTERIOR STONE H EARTH 3G'' 5TA1 N LE55 DES 1 G N E R ■ Issue Dates: 61211 G DEP APPLICATION FLUSH IN DECK 1 1 12" 3'-I I 1'8" I 1 112" STEEL DDQ TO DE 9/27/ 1 G PRICING 5ET SELECTED 1 / 17/ 17 PERMIT SET *CONTRACTOR TO VERIFY EXACT HEIGHT ■ Revisions: • 3 POKCH SECTION AND WIDTH OF FIREPLACE OPENING 9112116 KEV. IADEP APP. A-J.2 I /2" = I '-oil WITH INTERIOR DE51GN ER. 5TRUCTU RE uutinr Liu R-nrI\c IS�\I\slRUHr\ o1 ,I Rcu F IIF DR NVI\6 A\n u1F I\FORM, 11T I IIFRFO\IS I IIF PRUPFR I1- AND FIN 15 H E 5 AROUND 5 E L E CT E D UNIT ()1-RRFSI_I\ (TRAY DFSI(i\.P.-\. \\}RFPROD,1(II()\._\LI FR\IIO\.OR,1SF 1,)R()I I[_RlI,\\1131IM 1\nF 11 PRO1F(-1. ,,IIOI -I F'ARI1,1y(OvSFv,OI TO MEET STATE AND LOCAL CODE ERMI SET - 13RFSIJy ti aanv DFSuiy.P A.IS FXPRFSSty - I�()RI3IDDF\. ((7PYRI(111 10 BRF-SLI\&ORAY DFS16V P.A. i EXISTING RAILING Breslin & Gray ALL NEW FURRING AND WOOD DEC ING = ■ D e S 1 Yl P.A. ■ (EXISTING AND NEW DECK) NEW HYDR05TOP OR EC UAL ROOFING EXISTING ROOF 5H ULD SLOPE AWAY EXISTING ROOF SHOULD SLOPE 1404 B e 1 v e d e r e Avenue AND WATERPROOFING CVER ENTIR FROM HOU5E. CON INUE EXISTING AWAY FROM HOUSE. CONTINUE ROOF (EXISTING AND NEX) SLOPE WITH ROOF EXTEN51ON EXISTING SLOPE WITH NEW ROOF J a c k s o n v i 1 1 e, FL. 32205 904 - 708 - 0023 4" PLYWOOD OVER _ (f) S $ S - 7 S 3 - 92 12 NEW ROOF RAFTER AT N W BBQ carriebreslin c o m c a s t.n e t / AND FIREPLACE AREA / - - - - ■ Consultants: VERA GREEN, P.E. I NEW RAFTER OVER BQ ADDITION TIED i EXISTING RAFTER STRUCTURAL ENGINEER MATCH DETAILS AND I � INTO EXISTING PER STRUCTURAL 224 N.Roscoe Blvd.N. ' MATCH DETAILS AND J Ponte Vedra Beach,Florida 32082 OVERHANG OF EXISTING OVERHANG OF EXISTING Phone 904.270.9189 FL P.E.No.77507 ROOF -- --- — — ROOF _ E-mail vera@veragreen.us GUTTER TO MATCH AND � / GUTTER TO MATCH AND � STARR SANFORD DESIGN TIE IN WITH EXISTING TIE IN WITH EXISTING INTERIOR DESIGNER 370 th Jackson th vile Beachvenue , 32250 � Phone E-mail ju01 a70starrsanforddesi n.com ± NEW PANELING, MATCH J C g MATCH N. AND 5. NEW SOFFIT R ING OVER EXISTING DETAIL ON OVERHANG DEPTHS NEW BB ND 51N REAS STRUCTURE 2'-G 1/4" MATCH DETAILS OF EXISTING PANELING EXISTING BEAM MATCH DETAILS OF EXISTING PANELING AROUND PORCH STRUCTURE (SEE 5TRUCTUR L) AROUND PORCH 5TRUCTUKE I, FURR 50 BEAM LIGN5 WITH EXISTING COLUMN APPROX. 7'-1 0" ABOVE DECK EX15T1 NG BEAM - OR APPROX. 9'-5" ABO E GRADE (SEE STRUCTURAL) O O - 5HINGLE5 TO MATCH EXISTING RECESSED LIGHT - HEALY-HYMAN - O DOTTOM OF SOFFIT TO HALF LAPPED 30LD FELT OVER T O ALIGN WITH BOTTOM OF ONE LAYER BUILDING PAPER RESIDENCE BEAM OVER COLUMNS OVER L" PLYWOOD O EXISTING COLUMN FURRED 2 O _ AND BOXED AR UND O 2x4 Renovation O 239 B each Avenue O Atlantic Beach, FL. O 32233 O O O O 2X4 112" PLYWOOD O � LOUVERED SHUTTER. TH15 CAN O BE FIXED IN PLACE WITH 2'-6 (/4" I " AIRSPACE OPERABLE LOUVERS OR O 5HUTTEK5 CAN BE OPERABLE O AWNING STYLE O O STONE VENEER I I O O ' 3 1/2" I LINTEL A5 NEEDED FOR 5TONE FACADE 1 d ° °d NEW 5T0 E COUNTER AND DACK5PL 5H d ° d 44 ° SHINGLES TO MATCH EXISTING ^ w °d ^Q// d 1.!_ 0 1 HALF LAPPED 30LD FELT OVER ° ONE LAYER BUILDING PAPER w s:; NEW CADI ET OVER- PLYWOOD r r ° _ 2X4 _ ° VENTLE55 > 0 ya 40" 15CKEKN ` OR EQUAL (CUT A5 REQUIRED U_j 0_ ° TO OBTAIN VERTICAL HEIGHT - o DE51 RED) dv _.... ° d c ° BRICK VENEER OFFd d de O I _I NEW FRAMING STONE HEARTH FLASH NEW 4 PORCH DECKING FLASH UNDER NEW NEW 4 PORCH DECKING FIREPLACE ■ Scale: 1/4"=1'- • 0 ■ Sheet name: • 1 TRIM BOARD TO MATCH AND NEW J015T EXTENDED TRIM BOARD TO MATCH AND NEW J015T EXTENDED EXISTING J015T TO BE SLIGHTLY NOTCHED IF TIE INTO EXISTING AT DECK OUT UNDER NEW TIE INTO EXISTING AT DECK OUT UNDER NEW NECESSARY TO ALLOW HEARTH TO BE FLU5H FIREPLACE AND BBQ FIREPLACE AND BBQ WITH PORCH DECKING SECTIONS �- - --- -- ■ Sheet Number: • EXISTING OUNDATION TO DE VERIFIED AND EXISTING FOUNDATION TO DE VERIFIED AND NEW PER TRUCTUKAL ENGINEER NEW PER STRUCTURAL ENGINEER I 77 • j / / / / / // // \\//O /O//O/�/, / /\, O/O/O / 0 ��/� , ■ Issue Dates: • \\ \ \ \ \/ O/\/\/O/O/O/\/\/O/ /\/ FCS U N DAT I O N PER STRU CTU RAL / 61211 5 DEP AP P L I C AT I O N \, \ O \ \ \ rx // \ % // // //�// \ ' / // !' / /i� / i ' 9/27/ 16PRICINGSET \� \\ \\ �\ \\ \\ \ \\ / / /� 1 / 1 5/ 17 PERM IT SET WALL SECTION ! //�//�/\//�//\//\/j\//\�/\/j\/j\//� /�, / 2 WALL SECTION . Revisions 211 — I �_OI1 \ \\ \\ \\ �\ \\ \\ O\ A-J.3 \ \/ \ \ ' //'\ /�/ / A- I .3I 1 /2.. = I �_O�� 9/ 1 2/ 1 6 REV.ADEP APP. FOUNDATION PER STRUCTURAL \/\\/\\\ �\\X\\ Illf5 PR} [](I\\\[\ITR[\1f\l of / IFR\'I(f f IlF PR 1\l l\(;UD I lir // i\IoR\91110\-rl{rRr o\[i-I IIr PROPf RI}' \\/\\/\\ of ORNIJ I 1, (;R\}'C)f�l({\P 1. M[10(11111'NN R11 \I ITR-\11(1\.oRli f 1-oROIIIrR 111-\1 IIIF I\1-F\DFDn,Ir(-1 tl II 11(11 I I Ir\\RI I I r\(o\SF\r or BRFS[1\S(R.\}'DFSI(\P..1 1.S FXPUSSLl uR"1�or\. PERMIT SET - (oPVRlo111© BRFSI.1A.X(TRA)D[SI(\.P.A- / i l I 16. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ONFORMANCE WITH ASTM AND CCIVCR �F-- I Z I CCC _�E� ORAL 1 O C T EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND O TI C AI A.NDARD.�, E C I' C B AL_ TC ST SHALL BE ACCOMr�ANIED BY AN A.I.T.C. CERTIFICATE 0 CONFORMANCE. CONVEYED AND PLACE IN- ACCORDANCE Floor and Roof Live Loads Z ~ 2.). CONCRETE SHALL BE MIXED, PROPORTIONED, C NS WITH IBC SECTIONS 1905,1906 AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE Attics: 20 psf w/ storage, 10 psf w/o storage F- 'THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLA ) 7. PLYWOOD SHE SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, SHALE ATTAIN A 28-DAY STRENGTH OF Fc' = 2,500 psi AND MIX SHALL CONTAIN NOT s Habitable Attics', Bedroom: 30 psf LL H BC SECTION 2204. REFER TO WOOD FRAMING 1 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TOp -� EXTERIOR GLUE IN CONFORMANCE WITH I� D TC A - r F �r "F �. LESS THAN /2 ! F � N R� UI .EN-NT. SLUMP OF 5" OR LESS. Rooms: 4U psf W Z I C� NOTES.. BELOW 'FOR TYPICAL NAILING Q PRODUCE A All Other R p � CONFORM TO THE Q � SHIP DESIGN AND CONSTRUCTION SHALL Garage: 40 psf � AN., - g p U � RKY 1, ALL .MATERIALS, WORKMANSHIP, i TIONS THE FLORIDA BUILDING CODE, FLORIDA RESIDENTIAL CODE, AND 18. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE 24, REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI), DRAWINGS, SPECIFICATIONS, TS. ATC °JITH AN APPROVED PRESERVATIVE OR 2) E AYERS OF ASPHALT Roofs: 2O psf THE CITY OF ATLANTIC BEACH BUILDING CODE AMENDMENTS. PFRFSSJRE TRE PAPER PROVIDED BE WEEN UNTREATED COD AND GRADE 60, FY= 60;000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE p IMPREGNATED BUILDING R SHALL BE - F CONCRET= OR MASONRY. SHALL BE FIELD BENT UN'.ESS SPECIFICALLY SO DETAILED OR APPROVED BY THE 2. DESIGN LOADING CRITERIA Wind Design Data THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: STRUCTURAL ENGINEER. , , Ultimate Wind Speed: 132 mph ro. .,. b � � 4 FLORIDA BUILDING COD` LBC) r L E STRONG-TIE C ( r F NUMBERS SHAL B °. , ANS ' F FRBC 19. TIMBER. CONNECTORS AL��G OUT BY LETTERS � ; :2005 ^ 14 FLORIDA RESIDENTIAL B�ILDINC COD_ ( ) O CR -TE PROTECTION 'COVER POR REINFORCING STEEL SHALL BE AS FOLLOWS: Nominal V�jind Speed: 102 mph Y# 0 .� �20 N�MBB C-2014. EQUIVALENT 25. CN E )P C � F CONSTRUCTION `NDS) BY SIMPSON COMPANY, AS SPECIFIC ,N TH`IR CATAE G-NATIONAL DESIGN S. ESI KATION OR WOOD -- � FOOTINGS AND. OTHER UNFORMED SURFACES SAST AGAINST AND PERMANENTLY EXPOSED T 'TE ACI 318 DEVICES BY OTHER 1^ANUFAOTURERS MAY BE SUB�TIT TED, PROVIDED THEY HAVE ICBO Risk Category: II , TI U ( ) •200 AMERICAN CONCRETE INS 'ASCE 7-10` FR LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF TO EARTH 3 *MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ` APPROVAL FOR EQUAL �R GREAT Wind Exposure: �, - i'R FR CIONNE C ORS SHALL BE INSTALLED IN FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) D <,Ae � THAT WERE BED IN THE FASTENERS AS SPE�I IED BY MANJFACT R THE FOLLOWING ARE THE DESIGN LOADS AND FACTORS T _ (#5 BARS OR SMALLER) . . . . 1 /�" F CONNECTOR Enclosure Classification: Enclosed `..��_° � 7 ES IS PROJECT: ACCORDA.NCr WITH THE MANUFACTURER'S R`COMMEND TIONS. WHER- STRUCTJRA� DESIGN OF THIS �, STRAPS CONNECT T'�"v'O MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 %2" Internal Pressure Coefficient: 0.18 +/_ �_I�E LOAD. D E R SHALL BE TREATED MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE SLABS AND WALLS . . . . . . . . . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3�" ' *ALL W00� EXPOSED TO V�JE.ATHE E P 30PSP WASHERS UNDER THE HEADS AND NUTS OFF ALL BLT AND LAG SCREWS BEARING ON Components and Cladding Design Pressures: :FLOOR r LOCR (SELLNG AREA)r PSF WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALE B AS CALLED OUT BELOW. ALL(NON-SLEEPING AREA) 40 ^ � F ASONED AND STIED AND THE SAME GRADE (MINIMUM) AS MEMBERS 26. CAST-IN-PLACE CONCRETE SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, Roofing Zone 1: +47.9 psf max., -52.3 psf min. SHIMS SHALE B_ SE •ATTIC 'WITH STORAGE 20PSF � DIMENSIONS AND ELEVATIONS. SEE ARCHITECTURAL DRAWINGS FOR ALL SLOPES, ,� � � 10PSF oONNECTED. ALL 2X JOISTS SHALL..BE CONNECTED TO FLUSH BEAMS WITH LUS Roofing Zone 2: +47.9 psf max., -61..2 psf min. •ATTIC, (WITHOUT STORAGE) GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH •DECKS 40PSF S`JRIES JOIST HANGERS. DETAILS AT ALL EXPOSED CONCRETE SURFACES. Roofing Zone 3: -61.2 psf min. Z •ROOF 20PSr • STAIRS* 40PSF Roofing at Zone 2 Overhangs: -88.2 psf min. 0 *INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORM LOAD OR A 3001b 20. WOOD FASTENERS o INTI✓)DUAL POINT LOAD DISTRIBUTED OVER 4sgin. �; � Roofing at Zonae 3 Overhangs: -88.2 psf min. 40PSF n - �� ,1 \,^ C A C C \ I/ •RAMPS A. NAIL SIZES SPEC19 D ON /`, al �� ARE BASF D ON THE FOLLOWING Stucco, Cladding, Doors & Windows: •GUARDS/HANDRAI'_S 50 PLF & 200 LB POINT LOAD IN ANY DIRECTION GUARDRAIL r I- COMPONENT 0'�SF SPECIr10ATI0NS: IN-IL! COMPONENT 5 27. CONCRETE MASONRY UNIT WALLS S SHA! ! BE CONSTRUCTED OF GRADE N, TYPE I UNITS, Zone 4: +52.1 psf inax., -56.5 psf inin. � - p � - �, � r CONFORMING TO ASTM _C90, LAID IN A RUNNING BOND MORTAR SHALL BE TYPE S' Zone 5: +52.1 psf max., 69.7 psf Hain. I, 3. STRUCTURAL DRAWINGS SHALL B� uS`D IN CONJUNCTION WITH ARCHITECTURAL SIZE LC��TH �,-LAME B E PER THE IBC. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM Z rn DRAWINGS A,� A��EI-ABLE) FOR BIDDING AND CONSTRUCTION. CONTRACTOR HALL V_RIFY ^T OR 6d 2 0.113" End Zone Width: 4.U0 ft. ,� ,� n r R COMPATIBILITY AND SHALL NOTIFY ARCHITECT COMPRESSIVE STRENGTH OF 1,800 PSI AT 28^DAYS, DESIGN F'm = 1500 PSI. STRENGTH DIM O SIU N,S AND �,ONDIT ONS OW ,_ �,^ � ., ,. � ,� L � gd 21/2" 0.131' SHALL BE VERIFIED. BY PRISM TESTING IN ACCORDANCE WITH IBC SECTION 2105.2.2.2, The Ultimate Wind Speed was used to determine the above � N ENGINEER u ANY )ORE A,N�I_S PRIOR TO CONSTRUCTION. n �„ 0:148 AND MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH EB U. p N 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZER, AND CONDITIONS Ud � Component and Cladding Design Pressures. M �� 12d 3_s 4„ 0.f 48' - I W UJ _J PRIOR TO GGM�1ENCING ANY WORK. ALL DIMENSION) OF EXISTING CONSTRUCTION SHOWN / r Y AND MUST BE VERIFIED. 3 1 2„ 0.<35 UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: All exterior glazed openings shall be protected from wind-borne V >LL- ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONE 6d BOX / ' debris as per Section 1609.1.2 of the 2014 FBC. Z _ C R RACING FOR THE STRUCURE AND - 4" WALLS 4 @ 48" O.C. VERT 3/16 dic. WIRE JOINT REINF. @8" O.C. HORIZ, 5. ONTRAUTOR SHALL PROTIDE TEMPORARY B L HALL SUBMIT 1N IF CONTRA- PROPOSES THE- USE UE A'_1ER.N TL NATES, THEY S MPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED4 @ 48" O.C. HORIZ. The site of this building is not subject to special topographic wind U V STRUCTURAL CO6 WALLS #4 @ 48 O.C. VERT. (2) # 0 Q Q ACCORDANCE WITH THE PLANS. NAIL SPECIFICATIONS TO THE ENGINEER (PRIOR 0 CONSTRUCTION) - �� 8" WALLS #5 @ 48" O.C. VERT. (2) #4 CO) 48" O.C. HORIZ. effects as per Section 1609.1.1.1 of the 2014 FBC. - W W - RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FOR REV17LW AND 'FOR A ROVA_. CONTRACTOR SHA ` BE 10" WALLS 5 @ 40" O.C. VERT. (2) #5 @ 48" O.C. HORIZ. � � 6. # SEQUENCES P � UIRED TO PERFORM THE CONTRACTORS Geotechnical Information W _ TECHNIQUES, OR PROCEDURES REQ Ai BE 12" WALLS 5,@ 32" O.C. VERT. (2) #5 @ 40" O.C. HORIZ, LG. M as V WORK. THE BGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR B. NAILS - PLYWOOD (APA RATED SHEATHINGS FASTENERS TO FRAMING SH # Design Soil Load-Bearing Capacity: 2,500 psf I- FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR N FLUSH TO AGE OE SHEATHING WITH N0 CUUNTBSINKIN� PERMITTC. N Z DIRECT RESPONSIBILITY DRIVE FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE IN ADDITION, PROVIDE (1) #5 (#L@ 6" AND 4" `tiAIALLS) VERT. AT EACH SIDE GE Flood Design Data AS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY Q ENGINEER H � OPENINGS, AT '��'AI_L CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALES AND HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR 21. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNL S OTHERWISE SHOWN ON THE PERSONS AT THE PROJECT SITE: PLANS: l2 "4 4 @4" `HALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS -0F Flood Zone: V1.3 � Q WALES AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT. SHALL r� ' � _AMS. � '� REINFORCEMENT A R o u NO OPENINGS 2 -o BEYOND Bottom of Lowest Horizontal Structural Member: 25.00 NAVD >= R AMS. EXTEND 7. CONTRACTOR-INITIATED CHANGES SHALL .BE SUBMITTED IN WRITING TO THE ARCHITECT �E PLACED IN BOND B` FRAMING TAILS NOT SHOWN OTHER ISE SHALL BE CONSTRUCTED TO I L � � i i EXTBD AS FAR AS POSSIBLE AND HOOK. Z F E APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES A. ALS WOOD RA ,11NG JE FACE C OPENING. I. 2 C IS UNAVAILABLE AND THE ENGINEER FOR AP� RU - - THE �, � MINIMUM -,_ � � � i �� I AT CORNERS AND This table�vus created using Wirrdloud Calculator Plus so ftit�a�e(Z01�Florida Building Code n ! THIS REQUIREMENT. E MINIMUM STANDARDS OF THE INT. BUILDING ,ODE. MINIMUM NAILING, PROVI_ _ CORNER ARS TO LAP HORIZONTAL R,_INFORCING SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THE Mi Edition)uvailcrblefi�amf'indCulcs.conr OTHERWISE NOTED SHALL CONFORM TO TAB)-E 2304.9.1 OF THE FBC. !'v TER` CTION�S: LAP AL_ 'REINEBCILG ST`E_ 48 BAR DIAMETERS OR 24" MINI"'U ,` S. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE UNLESS TH� BUT ARE OF SIMILAR CHARACTER TO COORDINATE THE SIZE AND LOCATION OF ALL 0 ENINGS WITH MECHANICAL ,CONDITIONS ARE NOT SPECIFICALLY INDICATED __ r� ADS AND NUTS FILE ALL DEL B CONTAINING REINFCRCEM NT OR EMBEDDED ITEMS AND A.LL `CELLS E ! S SIMILAR DETAILS OF CONSTRUCTION' SHAT L BE USED, SUBJECT TO REVIEW AND ARCHITECTURAL DRAWINGS. PROVIDE *ASH_._RS UNDER THE HE DETAILS SHOWN, E � � � � t�� i F AG BOLTS THE ENGINEER. �-ROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS AND APPROVAL BY OF ALL BOLTS AND LAS BOLTS �E,RING ON W�00. INSTALLATION 0 L BELOW GRADE LITH �� W �'� '�- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION CONTAINING REINFORCEMENT FOR ALL GROUT POURS O�,�B 5' FEET IN HEIGHT..UNITS 9 IT IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO PERFORM SITE SHALL CONFORM TO a ,. - � r� LEAD � F 60 TO 7C PERCENT OF THE. SHANK MAY BE LAID TO THE FULL HEIGHT OF THE ERCT POUR AND GROUT SHALL BE OBSERVATION DURING CONSTRUCTION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN (1997 EDITION) WITH A L_AD BORE HOLE 0 .PLACED IN A CONTINUOUS PDDR IN GROUT LIFTS NOT EXCEEDING 6 FEET. ALL WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. �, F,AD HOLES AR' r R LA.0 SCREWS. DIAMETER. L` NOT REQUIRED D 3;8 AND SMALLER PREPARATION AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104. OE THE PF O JE __CT C C O CR O A FBC. :NEW INTERIOR FRAMING REVISIONS C;C C TCCH ! �J B. WALL FRAMING: RE.ER ARCHITECTURAL DRAWINS FOR THE SIZE OE ALS: WALLS.ALL STUD'S SHALL BE SPACED AT 6" O.C. UN TWO STUDS MINIMUM SHALL BE DECK EXTENSION PRCAST MASONRY LINTELS SHALL BE "CAST-CRETE" OR EQUAL. INSTALL IN DE L S SIDE OF ALL OPENINGS AND PROVIDED AT THE END OF ALL WALL AND AT ACTH C °J WITH MANUF,ACTURER'S INSTRUCTIONS. NIr A` REPORT PROVIDED. ALL _. : 0. GCTECHNIC_AL REPORT NOTE. NO GEOTE\CH AC�ORLANCE I CARING 'OCATIONS. T'A'O 2x8 HEADERS SHALL BE PROVIDED FOOTINGS TO BEAR 12 MINIMUM BELOW GRADE AND ON SOLIDLY COMPACTED AT BEAM OR HEADER BL I OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SOIL. o c OC c SHALL BE PROVIDED THROUGH LOORS TO SUPPORTS BELOW. PROVIDE CCCOC,ATO'C S P' i= ALL STUD WAILS OVER 10'-0" IN 00 CONTINUOUS OIJ� ��OCKIN� AT N11D-HEIGHT ^TDESIGN,FABRICATION AND ERECTION SHALL BE BASED ON THE i HEIGHT. 28. 1RUCTURAL STEEL ALL EXISTING CONDITIONS BEE ORE COMMENCING LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS AND CODES: VERIFY L ! DEMOLITION. ONTRACTCR SHALL JE I N SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTR'U'CTION AS r � � •SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND 10 d. ANY �_MOUT � THE WORK SEQUENCES. ALL WALLS SHA,IL HAVE A SINGE_ BOTTOM PLATE AND. A DOUBLE TOP PLATE END REQUIRED AND IN A MANNER SUITABLE TO PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR CO TOP �! EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAI'_ TO _ATE TO RAL STEEL BUICDiNGS. UJ �_ 0 STRUCTJ NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE •A.I.S.0 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. F N THE PLANS. C M Z EXISTING WALL SHALE BE SAVED WH-RE AND AS NOTED 0 - AT JOINTS AND 1 ' 0 W > , TOP PLATE `JUITH 6d @ 2 O.C.CCAND LAP IN! JJM 3 0-0 A. ALL NEW OPENINGS THROUGH EXISTING WALLS, `SLABS AND BEAMS SHALL BE T 16d NAIL 4" �.C. 'EACH �ID JOINT. PROVIDE SIGH S Q) 29. STRUCTURAL STEEL SHALE CONFORM TO THE FOLLOWING REQUIREMENTS: ` WHEREVER POSSIBLE. CA ACCOMPLISHED BY SAW CUTTING W E -� �' LOCATION OF •STRCTUiRAL TUBING. A500 (GRADE B FY- 46 KSI B. CONTRACTOR SHALL VERIFY ALL EXISTING 'CONDITIONS AND L ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD *OTHER SHAPES AND PLATES: A36 A- 36 KSI C1- 0 0- MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED BY CORE FRAMING BELOW WITH 16d NAILS @ 12 O.C. STAGGERED OR BOLTED TO CON- .CONNECTION BOLTS A325-N (3/4" DIAMETER ROUND, U.N.O.) CRETE WITH 5/8'' DIAMETER ANCHOR BOLTS (W TH 7 MINIMUM EMBEDMENT) I DRILLING. -`�" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.S.C. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY @ 4 U 0 I GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL UP POSTS SHALL BE NAILED TC EACH OTHER WITH 16d @ 12 O.C. STAGGERED. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. ALL ANCHORS FMBEDEO IN r � � _ CONCRETE OR MASONRY SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUMWALLBOARD ON INTERIOR AN ASTM 563 HEAVY HEX NUT TACK WEEDED. ON THE EMBEDDED ENO. SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH 13: CONTRACTOR SHALL CHECK FOR CRACKS AND OTHER DAMAGE AT ALL AREAS OF NEW NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d COOLER NAILS AND 5/8" GWB WITH WORK. 6d COOLER NAILS. PROVIDE 112" (NOMINAL) APA RATED SHEATHING (SPAN _ RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOB K JN- CO OAT OCTA 01 O AB _ CY MS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED 4. ALL DAMAGED ITE SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH NAILS @ 6" O.C. AND R 0R ARCHITECT. W OR REPAIRED �,S DIRECTED BY THE ENGINES 30. THE STRUCTURAL NGS AND THESE GENERAL .NOTES ARE ISSUED WITH THE L EE LOCKING WITH NAILS @ 12" O.C. ALLOW UCTURAL BAWL c TO ALL INTERMCIATE STUDS AND B UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER TO SEE THAT THE 0 PANEL WORK iS CARRIED OUT IN ACCORDANCE WITH THESE STRUCTURAL DOCUMENTS AND THAT 1 8 SPACING AT ALL ANEE EDGE AND END cv W ' 1^In / ANY DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE p vW �O ENGINEER. IT iS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGEStA00 C. ROOF FRAMING- PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT OF CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL AND STRUCTURAL . o THE i ,ROUND ALL OPENINGS IN r; � REQUIRED SITE OFFICE-." . , q1 S DRIED OR MC-19 AND GRADED AND MARKED IN EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND A ENGINEER. NOTIFY ENGINEER A MINIMUM 0E 48 HOURS PRIOR TO ANY REQ Y�l,.�w� ,� COPY 15. FRAMING LUMBER ..HALL BE KILN D , - � � FS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL � CONSTRUCTION {� ` CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. FLOORS OR ROOFS H TWO ID NAILS. ATTACH REVIEW DURING BEARING POINTS. TOENAIL JOISTS TO SUPPORT WITH I 17. FURNISH TO THE FOLLOWING" MINIMUM STANDARDS: TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST JOISTS 2X & 3X MEMBERS SPINE OR HEM-FIR NO. 2 HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS O O E C I A C TR U C TC C A E INSPECTION J ~ MINIMUM BASE VALUE, Erb = 850 PSI TOGETHER WITH 16d @ 12 O.C. STAGGERED. AND BEAMS:. � Z S SHEATHING SHALL BE 31. THE FOLLOWING ITEMS REQUIRE SPECIAL STRUCTURAL INSPECTION, `IF APPLICABLE ONLY, CITE`OF ATLANTIC BLEACH I �-- � 4X MEMBERS) S. PINE OR DOUGLAS FIR NO. 1 UNLESS OTHERWISE NOTED ON THE PLANS, PL HOOD ROOFS E ( AS PER CHAPTER 17 OF BC 2014: SEE PERMITS FOR A®D1T1Qh1At w LAID UP WITH GRAIN PERPENDICULAR TO CPP RTS AND NAILED @ 4" O.C. TO w MINIMUM BASE VALUE, Fb = 1000 PSI r ANS AND REQUIREMENTS AND CONDITIONS = w FRAMED PANEL EDGES, STRUTS AND OVER STUD WALL AS SHOWN ON PL @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDEAPPROVED PLYWOOD EDGE CLIPS *REINFORCING OR ANCHOR BOLTS INSTALLED IN DRILLED HOLES IN CONCRETE OR Ei W DATE: d- �((1/1(/T- � � _ REVIEWED��M Vt'A�Y• Y � " I L BEAMS: (INC)_. 6X AND LARGER) S. PINE OR DOUGLAS FIR NO. 1 CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. MASONRY, EPDXY GROUTED F = ALLOW 1 8 SPACING AT ALL PANEL EDGES ND ENDS OF ROOF SHEATHING. MINIMUM BASE. VAGUE; �b 1350 PSI / *MASONRY LINTELS TOENAIL BLOCKING TO SUPPORTS WITH 16d @ �12" O.C. UNLESS OTHERWISE NOTED •STRUCTURAL CONCRETE (FOUNDATION PERS, GRADE BEAMS, AND SLABS) \ OTHERWISE. ( r; S. PINE OR DOUGLAS 'r IR NO. 2 *MASONRY WALLS IND11' Xo Z FOBS. � X MEMBERS) MINIMJM BASE VALUE, Fc = 1300 PSI _ •STEEL FRAMING AND CONNECTIONS S0: GENERALNOTES Z A �I C H O R A O S1: FOUNDATION AND FLOOR �g CD (6X AND LARGER) S. PINE OR DOUGLAS FIR NO. 1 pG MINIMUM BASE VALUE, Fc = 925 'PSI 22. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED WITH S2: UPPER FLOOR AND R00E � - "ET" EPDXY TIE OR ""SET" HIGH STRENGTH EPDXY GROUT AS MANUFACTURED B FRAMING PLANS ( ) 3:DETAILS STUDS, PLATES & MISCO. FRAMING: s. PINE OR DOUG-FIR N0. 2 THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH LC.B.O. REPORT NO. ER 5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. i i i I z 0o z Q Lu Z CL O � V 1 ' 0 V j �gtllffi1ff/ fy # O ��qc�4 �Y�.m a•w«�-^T 1��Of�� rk `+,• sekY C wletj L„09 t, +4 00 L4 < 0F�Nb xs � ii I EXIST. 10"x20'.'FOOTING AND NEW STAIRS TO GRADE 8"CMU STEM WALLS,TYP. O `1": EXIST.4x4 POST ON 8"x16"CMU PIER ON - -- --- 10"x24"x24"CONCRETE FOOTING W/(3) -------- #4 EACH WAY(AS PER PERMITTED SET OF I DRAWINGS ISSUED 2/22/1985 CITY OF ATLANTIC BEACH, FL) 0 Z M W M N N M NEW STAIRS TO GRADE W W J V > u- FIT Z Q 0% TRUSSES 024..O.C. EXIST. DECK W Z Z EXIST. FLOOR i � � VQ w t�FFUJ m W oN V M � 3%"x13''/z"G.L. / � N EXIST. BEAM Z 5 ::E o ' 3%"x13%"G.L. EXIST. BEAM -- 53 TYP. O j I 10'AS PER AS-BUILTS,TYP., EXIST., VERIFY � i W 3%"x13%"G.L. EXIS I , . BEM R TRUSSES 024�'O.C. -- - 00ST. FLOO I F I EXIST.2-2x10 BEAM,TYP. _z ~ �EXIST. FRAMING TO REMAIN `=' CD X as a� EXIST. 8"x16"CMU PILASTER ON 16"x24"x10"DEEP FOOTING, TYP. z "NEW TREATED 2x8 C 16"0.C. Cl 2x4 @160.C. FRAMED A 1 WALL ABOVE 1 ak� f i r% "arra72 2-2x8 UNDER WALL001 Oil _ - — — Z Cc, O u H L H HI cin r-4 Q E EQ ' i N I E -- NEW CONTINUOUS 16"x10"D 2-2x10 P.T. BEAM(VERIFY OR FOOTING W/(2)#4 CONT. g NEW) NEW 8"x16"CMU PIERS W/#4 S3 VERT. L HOOKED @FOOTING, NEW 2-2x8 TREATED EACH VERT. CELLBUILT-UP BEAM HO"MTS30"TWIST STRAP I (SIMPSON STRONG TIE) I I 1t^ FOUNDATION/FLOOR PLAN ,,, s 1 Q � SCALE. SCALE: 1/4"= 1' © CD W I O tA to p O I .''J z z I_ O Q W � � W O O t=ip LL LL_ i .. O z I � z p'l 0 F F Al CO "ri- Unfow 0 o Ili z 00 Z - az 0 u � I o Z 0 00 03 » "'. py°ffi� 9g i I i 1 O E NOTE:ALL EXIST FRAMING NOTED ON THESE DRAWINGS IS BASED ON INFORMATION NOTED ON OLD PERMITTED SET OF DRAWINGS(1990) O AND IT SHOULD BE VERIFIED DURING 0 REMODEL. M 3%"x13%"G.L. EXIST. W M BEAM /�/ N Lim N i W `� 12��6"O.C. W —� EXIST.2x �+ >u- 1 Z Q ^ W = = u Q _ Ww mm EXIST. 3"x13%"GL. BEAM TO EXIST. ROOF FRAMING TO W o u M— REMAIN REMAIN, TYP. EXISTING POST ABOVE N �— Z Z 3%"x13%"G.L. EXIST. BEAM Q 5"x10%"EXIST. BEAM Q I Q T i EXIST.4x4 EXIST. NON LOAD BEARING �� EXIST.2-2x10 TO j WALL TO BE REMOVED E 53 REMAIN,TYP. EXIST. POST IN WALL TO W REMAIN �� Q I 3'/a"x13'/z"G.L. W EXIST. ROOF FRAMING TO EXIST. BEAM REMAIN, TYP. 2 @16"O.C. EXIST.2x1 NEW 2x4 @16"O.C. 5"x10%"EXIST. FRAMED WALL BEAM z Ln Lu T.2x8 @16"O.G TO REMAIN o VS EX � a I 5"x10%"EXIST. w BEAM Z > of � - 1 EXIST. NON LOAD BEA ING 3 x v D w j c" c WALL TO BE REMOVED ( � � � 00 w EXIST. 3"x13%"GL. BEAM TO I 3-2x10 EXIST. a oI Q REMAIN BEAM w w w a) > cn d I G / � > WALL ABOVLLJ E LLJ } ra _ �«s _ S3 > U 1 L 7t,�i � I 2 u Ln NEW 2-2x8 NEW 2x4 FRAMED WALL BELOW 1 NEW 2x8 @16"O.C. W/''/z"APA RATED PLYWOOD NEW H2.5A EA. CONN. W/10d NAILS @3"O.C. 1 @PERIMETER AND @12"O.C. NEW 2 2x8 j IN-FIELD 2 UPPER LEVEL CEILING/ROOF FRAMING PLAN UPPER FLOOR FRAMING _ @REMODEL SCALE: SCALE: 1/4" 1 - - SCALE: SCALE: 1/4"=11' S2 - -- - S 2 •• 4 W I X �I O 00 Jk�_ fj _31 � ui'NR � d �.... u- Li W = aOQLLJ CAD � a O z ; c� �,_ z i 0FFK%"= COPY � I 0 I I it I I 00 Z Q Lim SIMPSON CS16 STRAP AT PERFORATED S.W. OPENINGS ONLY(U.N.O.} LA CARRY STRAP 28"(MIN.)PAST OPENING EA. SIDE,OR AS NOTED ON PLANS �1 (8)-16d C 4"O.C. STAGGERED AT W Z EA. SIDE OF SPLICE 0 (8)-16d C 12"O.C. STAGGERED U TOP CHORD SPLICE TYP. DOUBLE TOP PLATE ELSEWHERE TYP. STUDS _ �O Q o 00 i BOTTOM CHORD SPLICE x x. R 0 Z. 2X_FULL DEPTH BLOCKING - OR RIM BOARD �� SHEARWALL 2x8 @16"O.C. BEAM OR HEADER PER PLAN PER PLAN SIMPSON CS16 x 24"LONG 6-0"MIN. BETWEEN SPLICES 00 ol SPLICE TO OCCUR AT CL. OF VERT.STUD-TYP. Z MULTI-STUD PER PLAN NAILING PER G.S.N. I O TYPICAL HEADER ELEVATION �"— 10 NOT USED 7 NEW WALL @DECK 4@EXTERIOR SHEARWALL OPENING 1 TOP PLATE SPLICE TYP. DETAIL Q - SCALE: SCALE: 3/4"- 1' � SCALE: SCALE: 3/4"= 1' �� SCALE: SCALE: 3/4"=1' > SCALE. SCALE: 3/4"- 1' S3)S3S30 Z M W m I N N WM W J Z < W -r O Qa l mi I m m W r 3/4 D � w' cps , EXIST. DECK FRAMING MTS30 AS NOTED ON MAX > V NEW EXTENSION PLAN o z Z � a J Q TOP OF FIRST LANDING o ' A35 CLIP @ EA. STRI 2x8 JSTS. 16"O.C. OR AS PER PLAN T i ABU44Z W/ 5/s"0 A.BOLT AND 1 W/(2)/"0,M.BOLTS Et NUTS, 2X12 STRINGERS 16"O.C. H2.5A GALV. W/2X4 STRONG BACK AS SHOWN D=DEPTH OF JOIST 8"x16"PIER AS PER PLANDI STUD H a EXIST.2-2x10 OR ADD NOTCH STRINGER TO FIT LL CLEAR SPAN 2x6 FLAT DO NOT OVER NEW;VERIFY EXIST.) 2x10 LEDGER W/ (3) 16d C� W 16"O.C. L--- *NL 0 CUT \ \ \ \ \ 2x6 FLAT CONT.1N/ (3} 2x4 @16"O.C. KNEE W/ PL. 0 N E FACE HILTI PINS @ 16"O.C. ° Z ° HILTI PINS 12"O.C. NOTES: r - CONC. SLAB AS PER PLAN v 12"x12"CONCRETE ° 1. NOTCH CUTS ALLOWED IN TOP OF JOISTS ONLY- NOTIFY #4 L EACH CELL v p FOOTING W (2)#4 ENGINEER PRIOR TO CUTTING BEAMS TYP. U.N.O. CONT. GRADE •.. 0'-0" a a \ /\ 2.THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD"I" (2)#4 CONT. r/\\ JOISTS. r WI %' . . ✓ // // // // // // // 00 c 8 ECK EXTENSION ) WOOD STAIR TYP. 2 TYPICAL NOTCHES IN WOOD DETAIL SCALE: SCALE: 3/4"=1' `2 10 �~ ysu CALE: SCALE: 3/4"= 1' 3 SCALE: SCALE: 3/4"=1' S�3 ' � \\,S3 S { C) { ... r_ a >_ o_'OD -0 u ' s i 0 W Ln � �0- L/6 MIN. z x 2 STUDS EXTERIOR @ ROUGH SII' - -- OPENING GREATER THAN T-0" �I 1 STUD C INTERIOR F± EXTERIOR _ (U.N.O.) CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE `- HOLES c CL of JOISTS ONLY NOTES: 10 HEADER 1. FOR HEADERS SUPPORTING ROOF W ONLY, PROVIDE 1 CRIPPLE FOR D-DEPTH OF JOIST Q ROUGH OPENINGS < OR = 5'-0", FOR DI =STUD WIDTH © � OPENINGS > THAN T-0" USE 2 L=CLEAR SPAN W o = CRIPPLES U.N.O. cn o0 2. FOR HEADERS SUPPORTING FLOOR I Ft ROOF, PROVIDE 1 CRIPPLE FOR HOLES AT CL.of STUDS ROUGH OPENINGS < OR = 3'-6"7 FOR ONLY NOTES: SEE NOTES FOR OPENINGS UP TO 6-0" USE 2 1. HOLE CUTS ALLOWED IN JOISTS AND STUDS ONLY NOTIFY NO. OF CRIPPLES CRIPPLES, FOR OPENINGS LARGER DI/ X I ENGINEER PRIOR TO CUTTING POSTS OR BEAMS -TYP. U.N.O. J THAN 6'-0" USE 3 CRIPPLES U.N.O. DI 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD"I" �— JOISTS. CL. HOLES IN STUD WLLJ Q Z W LA 0 TYPICAL STUD @JAMB � LOAD BEARING WALLS) 3 TYPICAL HOLES IN WOOD DETAIL 9 NOT USED 6 „ SCALE: SCALE: 3/4"= 1' - \ S 3 SCALE: SCALE: 3/4"= 1' 3 SCALE: SCALE: 3/4"= 1'��Sz Z First Level Finish ........... ...... Number Room Name Floor Base Wains Finish Chair Wall Finish Crown Ceiling Height Remarks r, Mat'l. Mat'l paint V 116 Ocean Deck IPE - - - -- --- none - - - none - - — -- - -------- -- a, 117 Covered Patio IPE - -_ - none none y I AIR Note: Paint entire house except for Bedroom 1 ( 02016 Starr Sanfor Design Associates, Inl drawings, written materic- and design concepts sha not be used or reproduce in whole or in part in an form or format withol prior written consent c Starr Sanford Desig Associates, Inc. New wood steps -- --- — New wood benches LIN Ill", 4� v rn 114 • O Occan 1)(,(-k1 16 V1 IPE Flooring J �--' o T z O V APPKOX. LOCATION h OF EXISTING Box around ext.columns COLUMN W/2X furring and 1X paint �✓ grade wood(typ) Z I 0 J) FUTT out beam above around ext. W of structure r kowed Por�c1l 117 Z 115.25"Ceiling New Decking IPE Flooring L r >� x Flush stone hearth to meet code z Gas 46" Isokern Ventless 36"BBQ C7 Louvered shutters above 42" Shingled half wall PROJECT # : 16011 DATE: 1/18/2017 REVISED: SHEET A2. 1 SCALE: DRAWING# I_1►s h Nan First Leve1 F•�r�_ 1'8" A 11-011 A2.1 I k 3L ....../ 94 Second Level F*n*sh Schedule Number Room Name Floor Base Wains Finish Chair Wall Finish Crown Ceiling Height Remarks Mat'l. Mat'1 � � 3$ — 0g9n 201 Sitting Area White oak EF San Juan none none 1 x6 Nickel board paint San Juan Sheetrock 7'-11" 202 Master Bedroom White oak EF San Juan none none Pecky cypress paint San Juan - Cypress 9'-711 m_. 203 m ittin Area k EF San Juan none none Pecky cypress paint San Juan - Cypress 7'-11" - - Master Bedroo S g White oa paint 204 Master Vest White oak -- _-- --- --- — ---- — - -- -- -- -- _ — -- paint 205 Master Bathroom White oak -� - -- -- — paint 206 Master Closet _ White oak 02016 Starr Sanfc - Exsisting paint to remain 207 Bedroom 1 White oak _ _ _ - -- - --- -- -- --- Design Associates, h 209 Bedroom 2 White oak paint drawings, written mater t for Bedroom 1 and design concepts sh Note: Paint entire house except not be used or reproduc in whole or in part in a form or format with( prior written consent Starr Sanford Desi Associates, Inc. i 4� � I c� � V EKE o --- Ila t h roo r I LJ -- 10 �--� — -- Q U -- - N1 a s t e r ---- - — - i -- -- - 7 - --- llat h room 2 plank k �te oak >` (' 209 Yl1 G- --- .I O s c t 205 --- - O New wide white ----- ---- 11 a S e I' ---- - �r- - Plank Oak -- ---- --- - - C l o s(i t _204- V 204—_ - --- — - -- - — ------ ------ ---- ---- - - - ---- ---- V a s t c r� 1�c d ro orn i - _- --- - ---- — ----- - --------202 -- 01/ Remove existing - - -- - - - - carpet replace with -- - -- -- -- - to -� wide plank white oakMONSON ----- - ---- Vaster Closet Ct -� 206 - --- - _— .. -- / New 36"door to. _- Close't. mac existing header - i Wide plank white oak Wide plank white oak N o sided gas firepl -- - _ -- - - w.' rringbone firebri to wo. tin t Wood Beam btal at 88" --- - - replace existing hied rooin --- — - -- _ -- 207 �I < wood beaj �r'<'�� - �� - Nwide white - - 20 - - - -- 1 - f,,,,,,,other�;ri�;�le�,n-tl„� New location Oak --- - - ---- -- � _-- _ -- Vlaster _ -- - r - -- --- --- --- __ ltiII g ;1re SHEET p -- - 2 A5.2 4 -- - -- - — – -- — — 3 — _— EETtt CCI 1 a I 1 I C a I ------ -- - z --- - - 3 A5.3 - - ---- - --- -- 211d 1,ev('I po rc.h - -- _ -- 208 (:losc'L- -- --- - — - IPE - PROJECT #: ° -- ---- — - - - NOO1 SOON 16011 Nuc M>)sh - - DATE -- -- ---- --- - 1 /18/2017 - _ - - - / REVISED: Extend existing flat roof SHEET and IPE decking over top of new fireplace and SCALE: DRAWING# Second Level Finish Plan 1/8” 77 0 A 1 -011 _OI' A2.1 0 F F ICS ........... R (01 2 0 16 Starr Sank Design Associates, I- drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. New wood steps ches: New wood,ben 114 116 ng— WE Floor] 0 z ....... 0 �:ATIO' APTDKOX. L- Box around ext.columns or EXIS -ing and I X paint W/2X ffin grade wood(typ) GOLUM L J LU of strUcture Fort OUt beam abo,�e around ext. -0 (I Pol 1 17 WE Floor'ng 115.25"Ceiling New Decking 0 R/ AS. neet code Flush stone hearth to j U) Gas 46" Isokern Ventless 36"BBQ 0 LOUvered ShUtters above 42" Shingled half wall ROJECT 16011 DATE: 1 /18/2017 REVISED. -0 C SHEET SCALE A3. I 1/8 DR-NWING# First Level Furniture Plan Option 2 11-011 A A2.1 b — - ��yy it EF San Juan BC4097 it 1 A5.2 --- am VF ©2016 Starr Sanfc - - Design Associates, I- drawings, written mater — — - 1x6 lx6 and design concepts sh -- Nickel Board _Nickel Board not be used or r r ep oduc in whole or in part in a - - form or format withc prior written consent Starr t S a Sanford Desi Associates, Inc. RAWING • • RAWING • CALE: 1 1 S lttln 2 Si"ttln 'X411 A5.2 A5.2 1 -011 Dm mg Small Crown Wood A5.2Walls T Ceiling1 ®" • � � O --A 5.2- rn Nickel Board / \ ♦ o o / paint existing U\ , paint existing p g �10 e wood - wood U -0-- — — - --- -- -- - --------- w/high gloss TV w/hi h loss 206 OL -- loset fu _____Wide plank white oak -_ U - - Lower Drawer as Shown ~ -.._ - --__-- --- -..___ _-- ------ ------------ --- - DRAWING • CALE• S- i"ttln 1,4°t1 a� Sitting Area A5.2 m I - 3 SHEET# - - - -- - -- or 2 A5.2 4 - - - ---- A5.2 - --- - U Drywall - / PROJECT # : _ 1 60 1 1 o � : - - - DATE: --- - 1 /18/2017 o --- \ • REVISED. SHEET E itti RAWING CALE /--� 5•G RAWING 1 1A S n Area _1/4" 4 ittiong1-g . .. A5.2 1 �_®" A5.2 ), E C 0 P I ••f� A5. 1 Splitface quartz = Pecky - - --- - --- - - Cypress Pecky Cypress Mantel ©2016 Starr Sanfc ° Design Associates, I. drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent — - - - - Two sided as fireplace New Afion White surround Starr Sanford Desi -- - w/herrin bone firebrick to on both sides of Fireplace Associates, Inc. - --- --- - --- replace existing DRAWING# SCALE: _ 1 1/4 A5.3 11-011 r -- Open glass shelves _ - - Master Bedroom 1 V w -- 202 - - - A5.2 Pecky / Cypress �o ............. Peck -- Pecky y / 0 - _ — - Cypress Cypress 002 SHEET# - ---- _ _ ° - - --- Q A5.3 - _. - o o - - - - -- O _ --- ---- File drawer --- 1 _ Wide plank white oak - ---- - ......._. .......... _ o. o painted:finish � oako N --- Paint existingMediterranean blue - _ cabinets White Onyx andWood Beam btm 2t 4� — Dwo. Btm at Glazed ceramic tiles V) L -_ - -. --- -- ----- 1 DRAWING RAWING CALE: Ilii 2 3 — 1/4 (0 — -- ---— -- - ---- - -- I A5.3 A5.3 1 1.011 4-, Master - •n Are Si, ttl a M ------ 203 - ---- ---- — N - -- 1 - -- ---- - A5.2 /. SHEET# --- 3 A5.3 ----- -- - -_ Spli face -- - , rtz pppq , = PROJECT # Pecky Cypress Mantel 16011 - --- / / -- - - - - DATE: __ - -- -- - 1 /18/2017 -- - - ' REVISED: I i New Afion White'Surround Two sided gas fireplace on both sides of Fireplace w/herringbone firebrick to SHEET _ replace existing - _ CALpE RAWIN.GDRAW 3NG LS�E, A5 .3 RAa 1/4A Master 13 edrOOm Alaster Sitting A5.3 A5. I OFFICE COPY 'I I N J I r �*e.�.t Ff ii�:t,." •o. {. i.,.<..... ..L. �' 5£:35.'.1 i'?e:` ©2016 Starr Sank Design Associates, I_ drawings, written mater and design concepts sb. not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. Bathroom 2 210 0 0 -� All existing lights hts REFLECTED CEILING PLAN KEY to remain Master Replace all 13at.h room ❑ existing cans w/4"on ❑ Bedroom 2 ( losel 205 square recesed 209 r-1I I E 4" LED recessed mounted lighting ast.e r MM Run elect Switch See Specs A6.3 V es t�• xt.Vaulted ceili g Closet. Closcl, 204 automated out for ❑ automated sha es 0Can light or recessed lighting 0 0 Master Bedroom d' Switch 3-Way0 0 202 O Lime wash stain i existing Cypress � Ct ceiling � Lj � Eyeball lighting y g g � Replace all � � Switch 3-Way Dimmer llastcr C) existing cans w/4" (.lost 1square recesed ❑ 206 E V Switch 4-Way 0 Light LargeCloset � -0Pendant Li g All existing lights Replace all O Switch 4-Way Dimmer to remain existing cans w/4" LI-LLy-- square recesed Wood Beam btm.at 88" wo. tin at B d r oorn 1 E] flu Switch Dimmer 207 i t t.i 201 1 rea Pendant Light Small ❑ 2O ❑ Vaster � Switch Dimmer r 0 0 511irig ,1r• !� � fa © 95.5"Ceiling .-J 20 r11 � • Sconce Light Sheetrock ��,/ U) i e wash and mat h R Doorbell g Cypress ress ❑ ceilin Wall washer [� Doorbell Chimes �1ec��an ical U � 2w] kc el porch G� p 0 ❑ p a e al 205 Bathroom 1 � 208 e,,,;,,, c s O Under counter lighting & Power Strip C.losct ❑ sur re ces I 00 Ceiling Fan PROJECT # 16011 DATE: 1/18/2017 REVISED: OFFICE COPY SHEET A6.2 RAW,NG# l Reflected CeilingPlanSecond Leve 1'-°" A A6.1