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1755 Beach Ave. RESO19-0011 Attach Porch ,S'"L'ri RESIDENTIAL OTHER PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESO19-0011 800 SEMINOLE ROAD ISSUED: 4/8/2019 i'401119%' ATLANTIC BEACH. FL 32233 EXPIRES: 10/5/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL OTHER SINGLE OR 1755 BEACH AVE TWO FAMILY RESIDENTIAL attached porch cover with $45000.00 OTHER shingles TYPE OF REAL ESTATE BUILDING USE ZONING: SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169672 0000 NORTH ATLANTIC BCH UNIT 1 COMPANY: ADDRESS: CITY: STATE: ZIP: Pratt Guys, Inc. 6967 Phillips HWY JACKSONVILLE FL 32216 OWNER: ADDRESS: CITY: STATE: ZIP: JD SWANSON LIVING 1755 BEACH AVE ATLANTIC BEACH FL 32233 TRUST WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. ] PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date:4/8/2019 1 of 2 .,1.,\.,,-.6-,,,,0E0 RESIDENTIAL OTHER PERMIT PERMIT NUMBER '� RES019-0011 CITY OF ATLANTIC BEACHISSUED: 4/8/2019 .. .,-...>___ 800 SEMINOLE ROAD �;al>r v ATLANTIC BEACH. FL 32233 EXPIRES: 10/5/2019 2 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 6 PUBLIC WORKS TOPO SURVEY INFORMAI ZONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. 7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking must be removed from job site by Contractor. 8 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL Notes: Addition to be built over existing pavers. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $280.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$480.50 Issued Date:4/8/2019 2 of 2 's y tA.t r , City of Atlantic Beach APPLICATION NUMBER 9A Building Department (To be assi ned by the Building Department.) A • 800 Seminole Road C j .? Atlantic Beach, Florida 32233-5445 J OKI —00 L \ *.:` Phone(904)247-5826 • Fax(904)247-5845 !,.,1: E-mail: building-dept@coab.us Date routed: _3//c4 I IC/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I S (1--e_U((,h Avo Department review required Yes No Applicant: I) fa ` /to -1-1(1C . tannin &Zoni Tjee-Administrator Project: C{ �Lt �, Lh(,W� 9i wi-t P Q. ...Public Utilities-)1 �r�J t , Public Safety Fire Services Review fee $ Dept Signature inM- Other Agency Review or Permit Required Review or Receipt Date ``�i� of Permit Verified By Florida Dept. of Environmental Protection U61 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. Igbenied. ['Not applicable (Circle one.) Comments: BUILDING ______A),,. PLANNING &ZONING Reviewed by: Date: Y j)‘/do/p TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 A4. CITY OF ATLANTIC BEACH A 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 } (904) 247-5800 4-JRlc) BUILDING REVIEW COMMENTS Date: 3/25/2019 Permit#: RESO19-0011 Site Address: 1755 BEACH AVE Review Status: denied RE#: 169672 0000 Applicant: Pratt Guys, Inc. Property Owner:JD SWANSON LIVING TRUST Email:justin@prattguys.com Email:jd7600@gmail.com Phone: 9047374652 Phone: 9042337600 9049826301 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. In the, Modification Of Permit For Construction Or Other Activities document, page 2, under Other Structures/Activities, #8-Exterior and pool lighting. See Special Permit Condition 8. From page 4, Special Permit Condition#8, states that all lighting be installed and maintained as depicted in the approved lighting schematic. You have submitted with the permit application 2 separate light devices. One is approved for Turtle Safe Amber LED Recessed Downlight use. The other has no reference of acceptance such as Wildlife Lighting. Please submit the original approved lighting schematic to verify that the VOLT Low Voltage Landscape Lighting was on the original schematic or provide and approved alternative. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: L `,y, i '„d ((�t vi e t,ki Corn vn.0✓4'�f 3 /2 /2 0/q Avy All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. r1,Y�1r, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED.. a 800 Seminole Rd, Atlantic Beach, FL 32233 ``"t"' Phone: 904 247-5826 Email: Buildin -Det coab.us `` - o ( ) � p @ PERMIT#: �\C.�C�I 9 W Revision to Issued Permit OR Corrections to Comments Date: 3-26-2DL°j, Project Address: ll SS (36A A tiC Contractor/Contact Name: QP1\11-6\15 , INC • Contact Phone: 01QH-137- u(•S2 Email: sfl J (11TCoyS. CO/1" Description of Proposed Revision/Corrections: WV \tJT , . 1v1.0 UN r SPg- WET" wi /am eat &i ,& !N G° (Da -raft rCC FRL EN001\ f‘ct utRO'l CiJ 1. 06.c.t gA1l itis“, 4N y rIN 6 C1" 5 ' ''--CELVIZagI �Q5iir• 664 affirm the revision/correction to comments is richtses. (printed name) Q1 • Wilroposed revs 'on/corrections add additional square footage to original submitt�l�R 2 5 2019 `I No ❑ (additional Q� X1u?kT€g Department • Wi roposed revision/corrections add additional increase in building valu�to SrFigfrr its SQalfm SCh, FL No ❑*yes (additional increase in building v. e: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agen, `0� �,/ (Office Use Only) L� Approved ❑ Denied ❑ Not Applicable to Department Permit Fee 9 ue$ Ste'4'0 Revision/Plan Review Comments Department Review Required: ,M Building 1 p , ` nning&Zoning G Reviewed By Tree Administrator Public Works p� Public Utilities T l L Public Safety Date Fire Services Updated10/17/18 0 !►n Building Permit Application 'f- City of Atlantic Beach MM? 1 3 2019 �� .. I FFICF COPY 8 0 Seminole Road,Atlantic Beach, FL 32233 "41- ' 4r Phone: (904) 247-5826 Fax: (904) 247-5845 , r Job Address: 1755 Beach Ave Atlantic Beach, FL 32233 Permit Number: R, t) ICI —OOj/ ' Legal Description 15-10 09-2S-29E N ATLANTIC BEACH UNIT NO 1 LOT 32 RE# 169672-0000 Valuation of Work(Replacement Cost)$45,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Attached Porch Cover With Bhing7es ------_______ Florida Product Appr al#GAF Asphalt Roof Shingles — FLPA#: 10124.1 for multiple products use product approval form Property Owner Inform ' __ Name:Jeffrey Swanson Address: 1755 Beach Ave City Atlantic Beach State FL Zip 32233 Phone 904-233-7600 E-Mail jd7600@qmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Pratt Guys, Inc. Qualifying Agent: Address6967 Philips Hwy. CityJacksonville State FL Zip32216 Office Phone 904-737-4652 Job Site/Contact Number 904-737-4652 State Certification/Registration#CBC056685 E-Mail Justin@PrattGuys.com Architect Name& Phone# Engineer's Name&Phone# Workers Compensation 001-WC17A-75108 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 YOU NOTICE OF COMMENCEMENT. ( u Owner or A ent ir5clud/n Contra for . re,41111.11L.....,..2_9..0 (Signature of g g ) ( g Contractor) l ned and swo to(or affirmed) before me this 5 day of Signed and sworn to(or affirmed)before me this Y day of AM/4Qy , 201 , by £AZ - 5v✓�ti5c . 'SA.U4cy ,.�CI9 , by $E kv aur'UEG(, i, - _ • . , . (Signature of Notary) PisNo1ay PuDlie SfaM d Florida Justin Belida. is j My Commission GG 242656 Notary Public Stell d Fbrida [ ]P sonally Known OR awa' Expires 07/29/2022 Justin Belichis [ ersonally Known OR MY Commission GG 242658 [„ roduced Identificatpr1 [ ] Produced Identification ap Expires 07/2912022 Type of Identification: r L ID Type of Identification: Doc # 2019078752, OR BK 18747 Page 375, Number Pages: 1 , Recorded 04/08/2019 03: 01 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of FLORIDA Tax Folio No. 169672-0000 County of DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 15-10 09-2S-29E N ATLANTIC BEACH UNIT NO 1 LOT 32 Address of property being improved: 1755 BEACH AVE ATLANTIC BEACH,FL 32233 General description of improvements:Attached Porch Cover With Shingles Owner: Jeffrey Swanson Address: 1755 Beach Ave Atlantic Beach,FL 32233 Owner's interest in site of the improvement: Fee Simple Fee Simple Titleholder(if other than owner): Name: r'" I Contractor: Pratt Guys,Inc. Py ,I4 Address: 6967 Philips Hwy Jacksonville,FL 32216 W ! Telephone No.:904-737-4652 Fax No: Surety(if any) Address: Amount of Bond$ 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:Justin Belichis Address: 6967 Philips Hwy Jacksonville,FL 32216 Telephone No:904-737-4652 Fax 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)(b),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 OWNER !'Signed: , ' Date:) [I/Before i t :P day of • v1,1,4in the County ouval,State Of Florii a,'.as person. y appeared Sw4n.few► Notary Public at Large,State of Florida,Count of Duval. My commission expires: O7/1-1/244-7-- Personally Known: or Produced Identification: rt. 10 �„IP o4.. Notary Public State of Florida Justin Belichis ati My Commission GG 242858 'Poo t Expires 07/2912022 OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road Home Owner:Jeffrey Swanson Name 1755 Beach Ave Street Address Atlantic Beach, FL 32233 City. State and Zip Code Contractor: Pratt Guys, Inc. (CBC 056685) Permit Number les 9 06`/ As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support. I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that, in my best judgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work, and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure. Signed / Date g / y /_ Before me this / day of.�<'ivvA2tj ,2O►9 1/474# In the County of Duval, State of Florida,has personally appeared if)ki -5- 4l ' L 1 � �Sv, 0 CO herein by himself/herself and Affirms all statements and declarations herein are true and accurate. A �-i otary Public at Large, State of JL- , County of Pvtvc, / Personally Known or Produced Identification ,-/- LD /ID Type I) F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 City of Atlantic Beach APPLICATION NUMBER (r-,51.A41-1- f. .- t, Building Department (To be assi ned by the Building Department.) , 800 Seminole Road J< Clef —co t/ - Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �� E-mail: building-dept@coab.us Date routed: 3)/ `i I I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �S S e-e-tLLh �v0 • De. . ment review required Yes No g_ . .: Applicant: P fa (IPAV(( L. 'tannin. &Zoni • Tr?: t sministrator Project: C{ - t,t\QA Lf(,V\(-OA/ wi''hl P - . i C Public U1iiif‘�kr Ji"e) Public Safety Fire Services Review fee $ Dept Signature • Review or Receipt `\� Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection u 61 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: pproved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by ��-- Date: 2� /9 TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 1,;,4 ,) TREE & VEGETATION AFFIDAVIT t, City of Atlantic Beach ,y% �� Department of Community Development 15 � .z: Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 r 13 c-)� (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I -APPLICANT INFORMATION IR Owner(s) (— Legal Authorized Agent* NAME OF APPLICANT Jeffrey Swanson NAME OF COMPANY Pratt Guys,Inc. ADDRESS OF COMPANY 6967 Philips Hwy.Jacksonville,FL 32216 PHONE 9047374652 CELL EMAIL Justin@PrattGuys.com CONTRACTOR CERTIFICATION NUMBER CBC056685 ATLBCH BUSINESS TAX RECEIPT NUMBER MC 772.309 SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY 1755 BEACH AVE ATLANTIC BEACH,FL 32233 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 15-10 09-2S-29E N ATLANTIC BEACH UNIT NO 1 LOT 32 LOT 32 BLOCK SUBDIVISION REAL ESTATE NUMBER 169672-0000 LOT OR PARCEL SIZE: 1,821- SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. Vc- ------ SIG r ;E OF�b SIGNATURE OF OWNER Signed and sworn before me on this 1day of d rivet , 26'di ,by State of P7-- r-`"7 S-. 50r, County of Dk✓eA I Identification verified: 45:::}7.- c D Oath sworn: r� r- No ��-- f Notary Bele d Florida Ail% j My Commission GG 242858 aw+/ teras o�r2sr2o22 . 411.4/11. rR'ary Signature / REV TVA v70.12 My Commission expires: 07 /2 q (2 c7`2 2 ( ePa G m c `¢ ,ental Pio PERMIT NUMBER: DU-496 M1 PERMITTEE Jeffery D. Swanson do Justin Belichis Pratt Guys,Inc. 6967 Philips Highway Jacksonville,Florida 32216 MODIFICATION OF PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct altered work seaward of the coastal construction control line as shown in the project description was filed by the applicant/permittee named herein on January 22,2019,and was determined to be complete pursuant to rule on January 22,2019.Authorization to conduct activities as originally permitted was approved on April 20,2017.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 of this modified permit 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; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-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 (if any) 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: April 20,2020 LOCATION: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County.Project Address: 1755 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Landward Swimming Pool 1. Location relative to control line: Approximately 45 feet seaward,as measured to the northeast corner. 2. Exterior dimensions: Swimming pool is approximately 16.0 feet in the shore parallel direction by 26.0 feet in the shore-normal direction. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 2 3. Type of foundation: Pilings. 4. Deck elevation of swimming pool: Approximately+20.1 feet(NAVD). 5. Bottom elevation of swimming pool: 14.7 feet(NAVD). 6. Maximum depth of swimming pool: 5.5 feet. 7. Total volume of excavation: Approximately 87 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 87 cubic yards. Volume of net excavation: None. All excavated material will be used on site for fill. 2. Location of excavation: From approximately 19 feet to 45 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 89.5 cubic yards, including approximately 2.5 cubic yards of imported material. See Special Permit Condition 3. 4. Location of fill to be placed: From approximately 118 feet to 170 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 5. 2. Paver pool deck,varying in width from 7 feet to 20 feet,extending approximately 58 feet seaward of the control line as measured to the northeast corner. 3. Paver patio along the north and east sides of the existing dwelling, varying in width from 8 feet to 20 feet,extending approximately 116 feet seaward of the control line as measured to the southeast corner. 4. Outdoor shower on the northwest corner of the existing dwelling. 5. Steps from the pool deck to the proposed landward lawn. 6. A 4-foot wide wooden dune walkover extending from the northeast corner of the property. See Special Permit Condition 7. 7. Landscape plantings. 8. Exterior and pool lighting. See Special Permit Condition 8. 9. A post-supported cabana with footers connected to the southeast corner of the existing dwelling, measuring approximately 13.1 feet in the shore-parallel direction by 20 feet in the shore-normal PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 3 direction,and extending approximately 115 feet seaward of the control line as measured to the southeast corner of the structure. PROPRIETARY AUTHORIZATION Sovereign Submerged Lands Authorization—Letter of Consent Construction of a 4-foot wide dune walkover will extend seaward of the Erosion Control Line(ECL)onto state- owned lands, and will therefore require proprietary authorization, as the activity is located, in part, on sovereignty submerged lands owned by the Board of Trustee of the Internal Improvement Trust Fund(BOT), pursuant to Article X, Section 11 of the Florida Constitution,and Section 253.002 and 253.77,Florida Statutes (F.S).The BOT delegated to the Department the responsibility to review and take fmal action on this request for proprietary authorization in accordance with Section 18-21.0051, Florida Administrative Code(F.A.C.). This proprietary authorization has been reviewed in accordance with Chapter 253, F.S., Chapter 18 21,F.A.C., and the policies of the BOT. As staff to the BOT,the Department has reviewed the activity described in this permit and has determined that the construction of a wooden dune walkover seaward of the ECL qualifies for a Letter of Consent to use sovereign,submerged lands,as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. Therefore, pursuant to Chapter 253.77, Florida Statute(F.S.)and this Permit, DU-496,the Department hereby grants a Letter of Consent to Jeffery D. Swanson,to use sovereignty submerged lands, seaward of the ECL,to construct the dune walkover authorized by this permit. This Letter of Consent shall be subject to incorporated General Consent Conditions and the conditions of this permit 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 or trey.hatch@dep.state.fl.us 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 perimeter of the permitted activity.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 imported fill material shall be obtained from a source landward of the control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 4 4. No construction, operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in sea turtle nesting habitat, on or seaward of the frontal dune crest or rigid coastal protection structure in marine turtle nesting habitat at any time during the sea turtle nesting season(May 1 through October 31). 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. 7. The deck of the walkover structure shall be set to maintain a minimum elevation above the existing dune vegetation, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative of the Department during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site and to avoid interference with public beach access and nesting sea turtles. 8. All lighting shall be installed and maintained as depicted in the approved lighting schematic.Underwater pool lighting shall be permanently fixed to amber or red LED or equivalent and provide no more than'A foot candle per square foot of pool surface area.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.No additional permanent exterior lighting is authorized. 9. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Condition 1(r) pertain to a written report which must be submitted to the Department of Environmental Protection at specified times. The form for the report: 1(r) Final Certification (DEP Form 73-115B) is available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. The form may be submitted electronically. GENERAL PERMIT CONDITIONS: (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 PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 5 approval from the Department. A copy of the notice to 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 project 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 and judgments resulting from such damage. (e)The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to 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 areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence,or other requirements, shall be provided by the permittee at 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 revegetated with appropriate beach and dune vegetation. When required for mitigation, dune vegetation will be considered successfully established if within 180 days of planting, a minimum of 80 percent of the planting units survive, a minimum of 80 percent of the planted area is covered with native species and the vegetation is continuous without gaps along the shoreline. (h)All fill material placed seaward of the CCCL shall meet the requirements of subsection 62B-33.005(7), F.A.C.All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; and shall be obtained from a source landward of the CCCL. (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. Sand fill placed seaward of the frontal dune,bluff or coastal armoring in marine turtle nesting habitat shall be configured such that it does not interfere with marine turtle nesting. (j) 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 cordgrass, 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 be reported as part of the fmal 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 PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 6 nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward 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 at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All non-opaque walls,balcony railings,deck railings,windows and doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45 percent 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 the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return it to the Department. 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. Copies of the "Permit Transfer Agreement" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. (p)The permittee shall immediately inform the Department 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 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 Department 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 control line. The information shall be provided to the Department 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 be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (r) For permits involving major structures and exterior lighting on major structures, the permittee shall provide the Department with a report by a registered professional within 30 days following completion of the work. For permits involving armoring or other rigid coastal structures, the permittee shall provide the Department with a report by an engineer licensed in the State of Florida within 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, including exterior lighting, 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(1Xa),F.A.C.If none of the permitted work is performed,the permittee shall inform the Department 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 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. Copies of the "Final Certification" form are available at the following website: • PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 7 https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. (s) 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 contacting the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, at https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms or by telephoning(850)245-8336. Modified approved plans are incorporated into this permit by reference,as are any previously approved plans which are not superseded by modified approved plans. This modified permit,with the referenced attachments,comprises the entire permit and supersedes the permit as previously issued. 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,F.S.,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 Hearing 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,F.S.Pursuant to Rules 28-106.201 and 28-106.301, F.A.C.,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; (b) The name,address, and telephone number of the petitioner;the name,address,and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding;and an explanation of how the petitioner's substantial interests are or 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; PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 8 (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; (f) A statement of the specific rules or statutes that 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 that the 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,or via electronic correspondence at Agency_Clerk@dep.state.fl.us. 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),F.A.C.,petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3),F.S.,must be filed within 21days 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),F.S.,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first.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,F.S.,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,F.A.C. Extension of Time Under Rule 62-110.106(4),F.A.C.,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,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an 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. 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,F.S.,by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35,3900 Commonwealth Boulevard,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 must be filed within 30 days from the date this action is filed with the Clerk of the Department. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 9 EXECUTION AND CLERKING Executed in Tallahassee,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DE4f David A. Kriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Justin Belichis,Pratt Guys,Inc.,justin@prattguys.com Trey Hatch,FDEP CCCL Field Inspector, trey.hatch@dep.state.fl.us Dan Arlington,City of Atlantic Beach Building Official, darlington@coab.us Jeffrey D. Swanson,Property Owner,jd7600@,gmail.com FILING AND ACKNOWLEDGMENT FILED,on this date,pursuant to Section 120.52, F. S.,with the designated Department Clerk, receipt of which is hereby acknowledged. 03/08/2019 Date Project Name Date PRODUCT SPECIFICATIONS IlifailiLlir Type or Model Qty Model # Prepared By VOLT° Low Voltage Landscape Lighting Ultra Premium Up/ Down Sconce - 650 Series ' Product Description The Ultra premium sconce up/down light is probably the finest up/down tow voltage landscape lighting sconce on the market. It has many unique features. Glass has etched edges enabling the center of the glass to be flush/1 mm above the top of the brass. This prevents any water from puddling or collecting on top. Body is threaded and screws together tight to make it completely water proof. Offsets farther from wall so light does not get blocked by aggregate surfaces or header cap stones, plus gives better photometrics/illumination than other sconce designs. Very heavy, 3 lbs of solid cast brass, with sturdy 1 piece arm and mounting. Also bigger and more substantial fixture than other brands(7"X 4 1/2"). Bronze finish, 16G SPT- 2 lead wire, tinned copper wiring, beryllium copper sockets, heat shrink tubing over internal splice, UL braided sleeve I Specifications protectors, sockets pre-greased with dielectric grease. Uses two MR16 lamps (not included); 35W MR16 recommended. 1 Construction: Cast Brass I Finish: Bronze I Product Dimensions I Lead Wire: 48" (standard)or 25' (optional) 16AWG, SPT-2 premium tinned copper [-2.5"–od 1.4--4.25"-1 I Glass or Lens: Clear Protective Glass T I Light Source(not included):MR16 (LED or Halogen) 1.1 I Maximum Lamp Rating: 35W 0 0 0 I Operating Voltage: 12V AC 7" p IIII 3.5" 0 0 0 I Powered by: VOLT's Low Voltage Transformer I 0 11110 2 4' I Warranty Lifetime Warranty ' Features Ft Benefits I Solid Brass I Certifications I Pre-aged finish; no powder coating, paint or finish to wear off or peel–just natural patina that does not corrodeel I Beryllium copper socket- more corrosion resistant than LISTED File#E466348 copper I Silicone plug at lead wire exit prevents ground moisture and insects from entering luminaire through the stem I Pressure rubber gasket for a moisture tight design ©Copyright 2015, VOLT Lighting, Lutz, FL USA 33549 •All rights reserved • 813.978.3700 www . voltlighting . com PRODUCT SPECIFICATIONS VOLT® Low Voltage Landscape Lighting VOLT Ultra Premium Up/Down Sconce - 650 Series I Lamp Options Item Number Description Power Supply Requirement 8-LED-MR16-10w-38 LED 3W (10W Equivalent) MR16 38° (standard) 4.63 VA 8-LED-MR16-10w-60 LED 3W (10W Equivalent) MR16 60° (wide) 4.63 VA 8-LED-MR16-3w-12 LED 3W (20W Equivalent)MR16 12° (narrow) 4.8 VA 8-LED-MR16-3w-38 LED 3W (20W Equivalent)MR16 38° (standard) 4.8 VA 8-LED-MR16-3w-60 LED 3W (20W Equivalent)MR16 60° (wide) 4.8 VA 8-LED-MR16-5w-12 LED 5W (30W Equivalent)MR16 12° (narrow) 6.67 VA 8-LED-MR16-5w-38 LED 5W (30W Equivalent)MR16 38° (standard) 6.67 VA 8-LED-MR16-5w-60 LED 5W (30W Equivalent)MR16 60° (wide) 6.67 VA 8MR2010-12 Halogen 20W MR16 12° (narrow) 20W 8MR2010-36 Halogen 20W MR16 36° (standard) 20W 8MR2010-60 Halogen 20W MR16 60° (wide) 20W 8MR3510-12 Halogen 35W MR16 12° (narrow) 35W 8MR3510-36 Halogen 35W MR16 36° (standard) 35W 8MR3510-60 Halogen 35W MR16 60° (wide) 35W IOrdering Information Example: Order # 650-48 650 -48 Product Family Wire Length 650 = Up/Down 48 = 48" Sconce 25 = 25' ©Copyright 2015, VOLT"Lighting, Lutz, FL USA 33549 •Alt rights reserved • 813.978.3700 www . v o l t l i g h t i n g . c o m ss-650-verl.pdf PRODUCT SPECIFICATIONS Project Name Date VDIU.1.7 Type or Model Qty VOLT® LED Lamps Bi-Pin Series Turtle Safe LED Lamps IProduct Description VOLT' LED bulbs are designed to match the form factor and illumination of the incandescent bulbs they replace. We have N--)t,' `-p/ I 1 created these to counteract the effects of light pollution near beaches causing turtles to come inland where oftentimes they - perish. Instead; with turtle safe lights, the turtles will safely return to the ocean where they belong. __ r These lamps are instant-on. They are within the required ` 'gal g_; nanometer range of 590-605 to protect the sea turtles for which •i - they are designed. This wavelength of light provides adequate lighting for humans white remaining virtually invisable to the turtles. Each lamp has an estimated life of 40,000 Hrs. I Features Et Benefits Lifetime Replacement Warranty (for residential applications); the warranty for commercial projects is 10 years. 1 Replacements for: • 15W and 20W Halogen Bi-Pins ISpecifications • Omni Directional beam angles I Input Voltage, Frequency: 11-21V, 50/60Hz AC-Will oper- I Reduces energy consumption by about 75% ate from 6-21V with decreased lumen output below 11V. I Lasts up to 8 times longer than halogen lamps I Input Power and Current: I No warm-up time, instant-on with full light output and • 2W (15W equiv.)Models: 177mA stable lamp to lamp color • 3W (20W equiv.)Models: 254mA I Suitable for use in enclosed fixtures 1 Power Factor: 0.57- 0.60 I Beam Angles: Omni-Directional Warranty I Color:Amber I Life: 40,000 hours (L7o) Residential: Lifetime Warranty I Nanometer Range: 590-605 Commercial: 10-Year Warranty IDimensions I Requirements 20.1 MUST BE INSTALLED IN A LOW MOUNTED, DOWNWARD a6° DIRECTED AND SHIELDED FIXTURE. I<-->I L L SCC D 1.40 1 U''g 1.49" 1.113-1° 64„� 15W 20W Specifications subject to change without notice. ©Copyright 2018, VOLT Lighting, Lutz, FL USA 33549 •All rights reserved • 813.978.3700 WWW . v o I t I i g h t i n g . C 0 m SS-LEDBIPINAMBER-VERTS.PDF PRODUCT SPECIFICATIONS Project Name Date NOAIDILT Type or Model Qty VOLT® LED Lamps Bi-Pin Series Turtle Safe LED Lamps Product Description VOLTS LED bulbs are designed to match the form factor and ' � illumination of the incandescent bulbs they replace. We have t,1 0 created these to counteract the effects of light pollution near beaches causing turtles to come inland where oftentimes they perish. Instead; with turtle safe lights, the turtles will safety return to the ocean where they belong. sow •• These lamps are instant-on. They are within the required nanometer range of 590-605 to protect the sea turtles for which they are designed. This wavelength of light provides adequate lighting for humans while remaining virtually invisable to the turtles. Each lamp has an estimated life of 40,000 Hrs. Features a Benefits Lifetime Replacement Warranty (for residential applications); the warranty for commercial projects is 10 years. / Replacements for: • 15W and 20W Halogen Bi-Pins ISpecifications • Omni Directional beam angles Input Voltage, Frequency: 11-21V, 50/60Hz AC-Wilt oper- 1 Reduces energy consumption by about 75% ate from 6-21V with decreased lumen output below 11V. 1 Lasts up to 8 times longer than halogen lamps 1 Input Power and Current: 1 No warm-up time, instant-on with full light output and • 2W(15W equiv.)Models: 177mA stable lamp to lamp color • 3W (20W equiv.)Models: 254mA 1 Suitable for use in enclosed fixtures 1 Power Factor: 0.57-0.60 1 Beam Angles: Omni-Directional Warranty 1 Color:Amber 1 Life: 40,000 hours(L7o) Residential: Lifetime Warranty 1 Nanometer Range: 590-605 Commercial: 10-Year Warranty Dimensions I Requirements X62" MUST BE INSTALLED IN A LOW MOUNTED, DOWNWARD �L L DIRECTED AND SHIELDED FIXTURE. .co fc 1.40" ;►.U 1.49„ 1.13" E �. jll C[li t. 111111111 ♦ I 6�I 15W 20W Specifications subject to change without notice. ©Copyright 2018, VOLT Lighting, Lutz, FL USA 33549 • All rights reserved • 813.978.3700 WWW . v o I t I i g h t i n g . C 0 m SS-LEDBIPINAMBER-VERTS.PDF • Lit.-on. TYPE PROJECT CATALOG# 6" IC LED Housing w/ 6" Turtle Safe Amber LED Recessed Downlight 6"TURTLE SAFE AMBER LED RECESSED DOWN LIGHT ril71/2 ' 1 1, " - - Q). 71/2" 111.1, L 6" 1 L 10 1/2" J SPECIFICATION ISWLED Ceiling cut-out:6 1/2" ott LlCh Application: Recessed LED downlight housing and trim designed for interior and covered r'isv i ,. exterior locations visible from the seaward and the shore perpendicular sides of a building ; �. o and the landward side if visible from the beach within a designated sea turtle nesting area. ./ Mounting: Housing suitable for new construction installations only, supplied with (2) 24" adjustable hanger bars with 90 degrees repositioning ability. Hanger bars equippedwith nail-less install 3/4" serrated barbed studs and with captive nails, for faster and easier Mounting Steel pressure springs mounted on trim to ensure secure mounting in wood joists. Set-screws lock into position and prevent shifting after positive retention inside housing. installation. Earthquake structural cable compatible for drop panel ceiling or any other mounting that requires direct support from structural ceilings. Power Connection: LED heat sinked lamp module is replaceable Power Connection: LED heat sinked lamp module is replaceable via onboard quick via onboard quick exclusionary disconnect terminal. No tools exclusionary disconnect terminal. No tools required. Meets CA Title 24 Requirements and requtin. Meets ofA Titlee24 Requirementsiand others. standards other standards restricting the use of Medium Base or Bi-Pin Sockets. restricting the use of Medium Base or Bi-Pin Sockets. Driver: Electronic Direct Current U.L. Listed driver mounted away from LED Array for cool Thermal Management: LM80 tested to achieve a minimum of operation and end-of-life modularity. Comes standard with 120VAC input and available 35,000 hour L70ulife heatbsink properxe i s dissipation facilitatedonby with optional 120V/277V universal voltage input. integral aluminum sink that maximizes heat rejection. Dimming: Dimming option smoothly dims down as low as 10%of initial light output with Warranty:Covered by a 3 Year Warranty to be free of defects in flicker-free operation. materials and craftsmanship. Recommended for applications where ambient temperatures do not exceed 35°C, installations Incandescent dimming option (-DIN) works with standard Incandescent dimmers. Factory adittemperature will result in reduced LED lamp life qualified for use with LUTRON Brand Dimmers: S600PR, DVSCCL-153P & DV600PR as anncead a voog ideddis warranty. well at Leviton#IP106-600W. Label:cETL Listed Assembled in USA Also works with standard Electronic Low Voltage Dimmers. Factory qualified for use with LUTRON Brand Dimmers:SELV-300P,DVELV-300P,NELV-450 along with 3-Way versions. Turtle Safe Requirements: (-DLV)Dimming Option also compatible with Grafik Eye and Home Works Dimming Interfaces. Emergency Option:Remote Emergency Battery Back-up for minimum 90 minute operation. LOW:The product is designed for low to medium ceiling heights Mounted adjacent to fixture during installation. Remote test switch,plate cover andjunctionandadeliveredtoalumen output is sufficientut otvtproduce enough environment foot- Mounted included. See ordering guide for battery operated wattage. Damp location rated. candles es ivelu building codes but not overpower the 120V/277V AC operation. with excessive lumen output. Junction Box:16 gauge pre-wired galvanized steel Junction Box, 32 cubic-inch for SHIELDED:The trim is deeply recessed and provides a minimum 1.4of 50°of glare cutoff.The trim reflector color is black to limit re- o maximum of(8)#12 W wires.Furnished with(7)3/4"and(4)Romex knock-outs.Strain flections.The beam spread is tightly controlled. so clamps to install or remove covers for easy access and ground wire. Equipped with safety g standard fitting for flex-conduit. LONG:LED color is verified as 585nm minimum and 595nm N N Insulation Contact: Energy Efficient LED housing comes standard with IC rating for direct maximum. contact with loosefill blown and rolled insulation. FEATURE(S): 1 `: ® 0iii mrrd ,n. 6'IC LED HOUSING 6"TURTLE SAFE AMBER LED RECESSED DOWNLIGHT LHLD6 LRLD621 Ordaringezammpfe:LHLD615C70-DIN/LRLD621BB-TAM DRIVER TYPE OPTIONS FINISH ACCESSORY LHLD615C70 :12OV Blank:None LRLD621BB-TAM :All Black Blank:None LHLD615(7O-DIN :Incandescent Dimming -EM :Emergency Back-Up(6W) LRLD621W-TAM :All White -UR :Louver LHLD615C70-UE 120V/277V -EAU :Emergency Back-Up(10W) (111 Tel:323.904.0200 Product specifications subject to change without notice. www.liton.com CCm t, ®L .i LRLD621 - PHOTOMETRY LIGH TING 6" AMBER LED REFLECTOR LRLD621-TAM-B25 - 10W/450LM - NARROW ROOD CANDELA TABULATION FOOTCANDLE DISTRIBUTION System Power 9.2W 90° Test Date :9/2016 I,�::�■.. 90° Height Beam Diameter FC Beam Angle 50% :14.50 Field Angle 10% :26.50 376 ;;, .:.. 80° Color Temperature :1,442K ,',....... 70° 3.3' 0.8 l.77' 363.5 Peak Wavelenght :595 ` 60° 6.6' ' 90.9 Lumens Delivered :379Lm ; ♦♦...�°111 9.8' 2.5' 40.4 CBCP :3,913cd '�...40° 13.1' 3.3' 22.7 Power Factor :0.83 FINN' 30° 16.4' 4.2 14.5 3912 20° 0° 10° Li`On "THE COMPLETE LIGHTING SOLUTION" VISIT US AT:WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. �i/dv01 G YITRlJj9RJ 1755 016-it Ave' Roofline clarification for Dear Mr. Derek Reeves, 175$ Oki" AVj Here is the clarification regarding the position of the proposed porch cover's roofline ataillemileosumpeiskw At this point,the existing roofline on the same side of the home the porch cover is proposed to go sits-3' away from the property line--its walls are currently 5'away from the house. Our proposed porch cover's posts would sit 5' away from the property line, and we intend for its roof to line up with the existing roofline at-3'from the property line. I apologize for the bad information I gave to you when you initially reviewed our proposal for the DEP Approval letter. But this is definitely what we are trying to accomplish. Our goal with this would be to receive a new letter from COAB clarifying the roofline position in relation to the property line. Attached to this new submission are copies of the structural engineering for this project, new site plans and two certified DEP surveys with grade information. Thank you. Best, Justin Belichis 1904.737.4652 I Justin@PrattGuys.com a .. Ur ..�. JAN 282019 L. �ypa /ti.tJGrtient m ofA.i f ,-q;.-,n;: Eeac,sh, FL �A,yj., City of Atlantic Beach APPLICATION NUMBER �srsBuilding Department (To be assi ned by the Building Department.) \t J 800 Seminole Road nECEIV r C ,�.. 1. ' f Atlantic Beach, Florida 32233-5445 MAR 15 2011 t S DEC! v Phone(904)247-5826 Fax(904)247-5845 g>> E-mail: building-dept@coab.us Date routed: 3)14 1 ti City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J t -e {C�� J9 . De. . ment review required Yes No nn B_.•:.:> Applicant: t' a e /Uy (.._ - 'tannin. &Zoni • Tie-Acism i n istrator Project: u *WOfni Lh C(X.s ,/ ' • -- � C Public Ut lif�r1 k/J �S Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection U6-1 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. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. Date:..51�'�� TREE ADMIN. Second Review: A roved as revised. Denied. !` pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b Date' FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 Lo-,1r-)f. (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 3/19/19 Applicant: Pratt Guys, Inc. Permit#: RESO19-0011 Email: justin@prattguys.com Review Status: DENIED Property Owner: Jeffrey Swanson Site Address: 1755 Beach Avenue Email: jd7600@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide impervious surface calculations for entire lot (existing and post construction). • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. �ppROVED • Documentation shows impervious areas are over the 45% allowed- by City co PUBLIC WORKS CONDITIONS OF APPROVAL: At ��'' + �" ��wd j f (The following comments will be printed on your permit as Conditions of Approval) j• All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting propelryt construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,)Dog/Dennis Junk Removal, All American Roll Off, WCA Waste Corporation). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • All old decking must be removed from job site by Contractor. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESO19-0011(Pratt Guys).docx • Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES019-0011(Pratt Guys).docx yiuv r City of Atlantic Beach APPLICATION NUMBER \ BuildingDepartment p (To be assigned by the Building Department.) r y }`� 800 Seminole Road {Cn�` -� Atlantic Beach, Florida 32233-5445 S 010 -00 t v Phone(904)247-5826 • Fax(904)247-5845 \0;310, E-mail: building-dept@coab.us Date routed: 3I f I i ei City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -MSS 1-e_GLC i1 hV 9 . Department review required Yes No Applicant: -P i a t uy Ti(_ - 'tannin. &Zoni Tr ministrator Project: C{. i(__,V)Cast,/ wCfi1 Public U ht' `rl" � eS Public Safety Fire Services Review fee $ Dept Signature •Review or Receipt `\�-Qn�� Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection -1 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. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b • r � -� Date: -2/ r� TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 timmer. JOB COPY �Ja Oepar,„ . :z r o }91°‘.e. ental PERMIT NUMBER: DU-496 M1 PERMITTEE Jeffery D. Swanson c/o Justin Belichis Pratt Guys,Inc. 6967 Philips Highway Jacksonville,Florida 32216 MODIFICATION OF PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct altered work seaward of the coastal construction control line as shown in the project description was filed by the applicant/permittee named herein on January 22,2019, and was determined to be complete pursuant to rule on January 22,2019.Authorization to conduct activities as originally permitted was approved on April 20,2017.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 of this modified permit 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; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-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 (if any) 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: April 20,2020 LOCATION: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project Address: 1755 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Landward Swimming Pool 1. Location relative to control line: Approximately 45 feet seaward,as measured to the northeast corner. 2. Exterior dimensions: Swimming pool is approximately 16.0 feet in the shore parallel direction by 26.0 feet in the shore-normal direction. • PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 Ml PAGE 2 3. Type of foundation: Pilings. 4. Deck elevation of swimming pool: Approximately+20.1 feet(NAVD). 5. Bottom elevation of swimming pool: 14.7 feet(NAVD). 6. Maximum depth of swimming pool: 5.5 feet. 7. Total volume of excavation: Approximately 87 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 87 cubic yards. Volume of net excavation: None. All excavated material will be used on site for fill. 2. Location of excavation: From approximately 19 feet to 45 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 89.5 cubic yards, including approximately 2.5 cubic yards of imported material. See Special Permit Condition 3. 4. Location of fill to be placed: From approximately 118 feet to 170 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 5. 2. Paver pool deck,varying in width from 7 feet to 20 feet,extending approximately 58 feet seaward of the control line as measured to the northeast corner. 3. Paver patio along the north and east sides of the existing dwelling, varying in width from 8 feet to 20 feet,extending approximately 116 feet seaward of the control line as measured to the southeast corner. 4. Outdoor shower on the northwest corner of the existing dwelling. 5. Steps from the pool deck to the proposed landward lawn. 6. A 4-foot wide wooden dune walkover extending from the northeast corner of the property. See Special Permit Condition 7. 7. Landscape plantings. 8. Exterior and pool lighting. See Special Permit Condition 8. 9. A post-supported-cabana with footers connected to the southeast corner-of the existing dwellings measuring approximately 13.1 feet in the shore-parallel direction by 20 feet in the shore-normal PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 3 direction,and extending approximately 115 feet seaward of the control line as measured to the southeast corner of the structure. PROPRIETARY AUTHORIZATION Sovereign Submerged Lands Authorization—Letter of Consent Construction of a 4-foot wide dune walkover will extend seaward of the Erosion Control Line(ECL)onto state- owned lands, and will therefore require proprietary authorization, as the activity is located, in part, on sovereignty submerged lands owned by the Board of Trustee of the Internal Improvement Trust Fund (BOT), pursuant to Article X, Section 11 of the Florida Constitution,and Section 253.002 and 253.77,Florida Statutes (F.S).The BOT delegated to the Department the responsibility to review and take fmal action on this request for proprietary authorization in accordance with Section 18-21.0051, Florida Administrative Code (F.A.C.). This proprietary authorization has been reviewed in accordance with Chapter 253, F.S., Chapter 18 21, F.A.C., and the policies of the BOT. As staff to the BOT,the Department has reviewed the activity described in this permit and has determined that the construction of a wooden dune walkover seaward of the ECL qualifies for a Letter of Consent to use sovereign,submerged lands,as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. Therefore, pursuant to Chapter 253.77, Florida Statute(F.S.)and this Permit, DU-496, the Department hereby grants a Letter of Consent to Jeffery D. Swanson,to use sovereignty submerged lands, seaward of the ECL,to construct the dune walkover authorized by this permit. This Letter of Consent shall be subject to incorporated General Consent Conditions and the conditions of this permit. 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 or trey.hatch@dep.state.fl.us 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 perimeter of the permitted activity.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 imported fill material shall be obtained from a source landward of the control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 4 4. No construction, operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in sea turtle nesting habitat, on or seaward of the frontal dune crest or rigid coastal protection structure in marine turtle nesting habitat at any time during the sea turtle nesting season(May 1 through October 31). 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. 7. The deck of the walkover structure shall be set to maintain a minimum elevation above the existing dune vegetation, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative of the Department during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site and to avoid interference with public beach access and nesting sea turtles. 8. All lighting shall be installed and maintained as depicted in the approved lighting schematic.Underwater pool lighting shall be permanently fixed to amber or red LED or equivalent and provide no more than%z foot candle per square foot of pool surface area.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. No additional permanent exterior lighting is authorized. 9. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Condition 1(r) pertain to a written report which must be submitted to the Department of Environmental Protection at specified times. The form for the report: 1(r) Final Certification (DEP Form 73-115B) is available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. The form may be submitted electronically. GENERAL PERMIT CONDITIONS: (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 PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 5 approval from the Department. A copy of the notice to 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 project 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 and judgments resulting from such damage. (e)The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to 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 areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence,or other requirements, shall be provided by the permittee at 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 revegetated with appropriate beach and dune vegetation. When required for mitigation, dune vegetation will be considered successfully established if within 180 days of planting, a minimum of 80 percent of the planting units survive, a minimum of 80 percent of the planted area is covered with native species and the vegetation is continuous without gaps along the shoreline. (h)All fill material placed seaward of the CCCL shall meet the requirements of subsection 62B-33.005(7), F.A.C. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; and shall be obtained from a source landward of the CCCL. (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. Sand fill placed seaward of the frontal dune,bluff or coastal armoring in marine turtle nesting habitat shall be configured such that it does not interfere with marine turtle nesting. (j) 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 cordgrass, 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 be reported as part of the fmal 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 PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 6 nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward 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 at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All non-opaque walls,balcony railings, deck railings,windows and doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45 percent 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 the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return it to the Department. 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. Copies of the "Permit Transfer Agreement" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. (p)The permittee shall immediately inform the Department 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 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 Department 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 control line. The information shall be provided to the Department 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 be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (r) For permits involving major structures and exterior lighting on major structures, the permittee shall provide the Department with a report by a registered professional within 30 days following completion of the work. For permits involving armoring or other rigid coastal structures, the permittee shall provide the Department with a report by an engineer licensed in the State of Florida within 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, including exterior lighting, 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(1Xa),F.A.C.If none of the permitted work is performed,the permittee shall inform the Department 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 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. Copies of the "Final Certification" form are available at the following website: PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 7 haps://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. (s) 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 contacting the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, at https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms or by telephoning(850)245-8336. Modified approved plans are incorporated into this permit by reference,as are any previously approved plans which are not superseded by modified approved plans. This modified permit,with the referenced attachments,comprises the entire permit and supersedes the permit as previously issued. 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,F.S.,before the deadline for filing a petition.On the filing of a timely and sufficient petition,this action will not be fmal and effective until further order of the Department.Because the administrative hearing process is designed to formulate fmal agency action,the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing 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,F.S.Pursuant to Rules 28-106.201 and 28-106.301, F.A.C.,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; (b) The name,address, and telephone number of the petitioner;the name,address,and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding;and an explanation of how the petitioner's substantial interests are or 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; PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 8 (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; (f) A statement of the specific rules or statutes that 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 that the 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,or via electronic correspondence at Agency_Clerk@dep.state.fl.us. 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),F.A.C.,petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3),F.S.,must be filed within 21days 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),F.S.,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first.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,F.S.,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,F.A.C. Extension of Time Under Rule 62-110.106(4),F.A.C.,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,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an 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. 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,F.S.,by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35,3900 Commonwealth Boulevard,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 must be filed within 30 days from the date this action is filed with the Clerk of the Department. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 M1 PAGE 9 EXECUTION AND CLERKING Executed in Tallahassee,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION D,O4 David A.Kriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Justin Belichis,Pratt Guys,Inc.,justin@prattguys.com Trey Hatch,FDEP CCCL Field Inspector, trey.hatch@dep.state.fl.us Dan Arlington,City of Atlantic Beach Building Official, darlington@coab.us Jeffrey D. Swanson,Property Owner,jd7600(a,gmail.com FILING AND ACKNOWLEDGMENT FILED,on this date,pursuant to Section 120.52, F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. 03/08/2019 Date T 0— PRODUCT SPECIFICATIONS 0 Project Name V Date VDL. w ® Type or Model Qty La VOLT® LED Lampsu 0 ci Z Bi-Pin Series Turtle Safe LED Lamps < i Z o tiN• Product Description O co o z 1- 0088 a VOLT® LED bulbs are designed to match the form factor and * W l'-' Q G O oC illumination of the incandescent bulbs they replace. We have % a O Q created these to counteract the effects of light pollution near -4 x cc i Z beaches causing turtles to come inland where oftentimes they ' "",. p Q 2 w LI- perish. Instead; with turtle safe lights, the turtles will safely u O w W j: return to the ocean where they belong. CI a ¢ aD F W 5 O These lamps are instant-on. They are within the required ° rA� 'O� cc W nif anometer range of 590-605 to protect the sea turtles for which " j//i 1r S LC CC they are designed. This wavelength of light provides adequate lighting for humans while remaining virtually invisable to the turtles. Each lamp has an estimated life of 40,000 Hrs. IFeatures Et Benefits Lifetime Replacement Warranty (for residential applications); the warranty for commercial projects is 10 years. I Replacements for: • 15W and 20W Halogen Bi-Pins ISpecifications • Omni Directional beam angles I Input Voltage, Frequency: 11-21V, 50/60Hz AC- Will oper- I Reduces energy consumption by about 75% ate from 6-21V with decreased lumen output below 11V. 1 Lasts up to 8 times longer than halogen lamps I Input Power and Current: I No warm-up time, instant-on with full light output and • 2W (15W equiv.)Models: 177mA stable lamp to lamp color • 3W (20W equiv.)Models: 254mA 1 Suitable for use in enclosed fixtures 1 Power Factor: 0.57 -0.60 I Beam Angles: Omni-Directional Warranty 1 Color:Amber 1 Life: 40,000 hours (L7o) Residential: Lifetime Warranty 1 Nanometer Range: 590-605 Commercial: 10-Year Warranty IDimensions I Requirements 62 MUST BE INSTALLED IN A LOW MOUNTED, DOWNWARD a6" DIRECTED AND SHIELDED FIXTURE. IHI ILL' T a® 1.40" 0 •lii.CLC 1.49" 1 13" '® ii Cii 11111057" 64„bi 15W 20W Specifications subject to change without notice. — ©Copyright 2018, VOLT”Lighting, Lutz, FL USA 33549 •All rights reserved • 813.978.3700 WWW . v o I t I i g h t i n g . C 0 m SS-LEDBIPINAMBER-VERTS.PDF L•Imo no TYPE PROJECT CATALOG# WD1360 - 6" ROUND 1-DIRECTION WALL MOUNT (IP65) - AMBER SURFACE 1-DIRECTION WALL MOUNT 3/4 N 71 1� 0 a8 C) II C.) ,ti1 1 L.L_ 1 LL 0 SPECIFICATION 22W Application: This Turtle Safe directional Wall luminaire can be used in both interior and I Listing: ETL/cETL Listed.Suitable for wet location.Assembled in outdoor settings and can be pointed up or down.Typical locations are in commercial and ' USA.(IP65). retail spaces that contain walls and/or columns that require directional lighting. I Finish:A 7-stage electrostatic,polymer process provides a finish that Housing: Constructed from a round one piece high grade aluminum extrusion with a I delivers outstanding durability,superior anti-aging,resistance to rectangular extrusion arm, end cap, faceplate and a mounting plate with aowder coat corrosion and UV-degradation Standard finishes are White, finish. Includes COB LED, reflector and LED driver. Mounting plate is securedtoarm with Silver,Basic Bronze,Black.S al order finishes are ht Silver, four(4) flat head phillips stainless steel screws. Mounting plate installs onto an electrical P� Light junction box.Consult factory for junction box mounting sizes. Dark Grey,Metallic Gold and Metallic Black. Mounting: Fixture includes a mounting bracket for installation directly to a 4" octagonal LED: Energy efficient Chip-On-Board (COB) Singular LED Light electrical junction-box. Source provides for smooth uniform light output,eliminating the multiple shadow effect seen by multiple LED Sourceroducts. Faceplate: Round one piece extruded aluminum with powder coat finish, clear tempered I Binned with 4-step MacAdam ellipses as recommendedbyANSI glass lens,and silicone o-ring.Faceplate is secured to the housing by threads. I Standard. Available in 4000K, 2700K*, 3000K, 3500K*, 5000K*,5600K'and 590nm AMBER*. Reflector Construction: One piece, heavy-gauge aluminum reflector prevents ugly dents during shipping and installation. Deeply mounted singular LED provides 50 degree visual I Benefit: cutoff for a glare-free appearance. • Daylight Sensor available • Uniform,low glare illumination Lumen Maintenance: Minimum 50,000 hours L70 life based on ANSI TM-21 calculations I • Durable,corrosion resistant finish from LM80 standardized test results.See ordering guide for delivered lumens. 1 • Emergency back up available I •• Singular COB Light Source Dimming:(-DUN)option is a universal dimming system that works with most 3-Wire ELV,2- • 5 year limited warranty Wire Incandescent and 5-Wire 0-10V fluorescent dimmers. ,,, Op ,,' '-- le Electrical:AC 50/60Hz Electronic Direct Current Class 2 driver integrally mounted. Power ..A i -,_. Factor>0.90.Accessible from above or below ceiling.For cold weather applications(-22° C and above)use-DUN driver option. Emergency Options:Emergency LED Battery Back-up available,remotely mounted adjacent Turtle Safe Requirements: to housing by installer. When AC power fails,the device immediately switches to the ? LOW:Theproduct is designed for low to medium ceilingheights emergency mode, operating the LEDs for a minimum of 90 minutes. Remote test switch, I 9et 9 3 plate cover and junction box included. and delivered lumen output is sufficient to produce enough foot- candles to satisfy building codes but not overpower the environment D Caution:LITON recommends use of surge protectors on the power entering LED Housings. i with excessive lumen output. Surge damage is not covered by warranty. 1 is SHIELDED:The trim is deeply recessed and provides a minimum Warranty: Covered by a 5 Year Warranty to be free of defects in materials and of 50°of glare cutoff.The trim reflector color is black to limit re- craftsmanship. Fixture should not be installed in applications with ambient temperature flections.The beam spread is tightly controlled. above 60 degrees C.Doing so will result in reduced lamp life and voided warranty. LONG:LED color is verified as 585nm minimum and 595nm Note:Dark Sky compliant when fixture is pointing downward. maximum. FEATURE: Q`e ORDERING EXAMPLE : WD1360BUE-DUN-TAM-LVR-SMAC WD1360 FINISH DIMMING LED OPTIONS WD1360 W :White Blank :Non-Dimming (120V) -TAM LVR 590nm AMBER Blank :None S :Silver UE-DUN:UniDim'"(120V/27T ,.F. -SMAC:Emergency BZ :Basic Bronze -SDL :Da li*ht Sensor* B :Black LS :Light Silver* DG ;Dark Grey* MG :Metallic Gold' MB :Metallic Black •Special Order.Minimum order,extended lead time may apply.Consult factory.(Finish options 50 piece minimum.10-12 week lead time) Tel 323.904.0200 Product specifications subject to change without notice. www.liton.com CCM° ` LI!.. .P ® TYPE CATALOG# PROJECT 6" IC LED Housing w/ 6" Turtle Safe Amber LED Recessed Downlight OFFICE COPY 6"TURTLE SAFE AMBER LED RECESSED DOWNLIGHT 1 ° �: _ o,, ,. 1 ■e 7 1/211 Era, ■,. 7 1/2rr �!_ IT #. "-a7•11 4.• i . O M. Nip L Err J L 10 1/2rr J SPECIFICATION 15Y/LED Ceiling cut-out:6 I/2" 7t ,.„c„,. Application: Recessed LED downlight housing and trim designed for interior and covered * s..Xr exterior locations visible from the seaward and the shore perpendicular sides of a building >(ili O 1, and the landward side if visible from the beach within a designated sea turtle nesting area. Mounting: Housing suitable for new construction installations only, supplied with (2) 24" adjustable hanger bars with 90 degrees repositioning ability. Hanger bars equipped with nail-less install 3/4" serrated barbed studs and with captive nails, for faster and easier Mounting Steel pressure springs mounted on trim to ensure secure mounting in wood joists. Set-screws lock into position and prevent shifting after positive retention inside housing. installation. Earthquake structural cable compatible for drop panel ceiling or any other mounting that requires direct support from structural ceilings. Power Connection: LED heat sinked lamp module is replaceable Power Connection: LED heat sinked lamp module is replaceable via onboard quick via onboard quick exclusionary disconnect terminal. No tools exclusionary disconnect terminal. No tools required. Meets CA Title 24 Requirements and requiren. Meets of Title 24 RequirementsSocdkets.other standards other standards restricting the use of Medium Base or Bi-Pin Sockets. restricting the use Medium Base or Bi-Pin Driver: Electronic Direct Current U.L. Listed driver mounted away from LED Array for cool Thermal Management: LM80 tested to achieve a minimum of operation and end-of-life modularity. Comes standard with 120VAC input and available 35,000 hour L70ulife heat sink proper heat s dissipation facilitatedonby with optional 120V/277V universal voltage input. integral aluminum sink that maximizes heat rejection. Dimming: Dimming option smoothly dims down as low as 10%of initial light output with Warranty:Covered by a 3 Year Warranty to be free of defects in flicker-free operation. materials and craftsmanship. Recommended for applications where ambient temperatures do not exceed 35°C, installations Incandescent dimming option (-DIN) works with standard Incandescent dimmers. Factory exceeding this temperature will result in reduced LED lamp life qualified for use with LUTRON Brand Dimmers: S600PR, DVSCCL-153P & DV600PR as and a voided warranty. well at Leviton#IP106-600W. Label:cETL Listed Assembled in USA Also works with standard Electronic Low Voltage Dimmers. Factory qualified for use with LUTRON Brand Dimmers:SELV-300P,DVELV-300P,NELV-450 along with 3-Way versions. Turtle Safe Requirements: (-DLV)Dimming Option also compatible with Grafik Eye and Home Works Dimming Interfaces. Emergency Option: Remote Emergency Battery Back-up for minimum 90 minute operation. LOW:The product is designed for low to medium ceiling heights t- Mounted adjacent to fixture during installation. Remote test switch,plate cover and junction cad deliveredoalumen output is sufficientut otvtproduce enough Poen box included. See ordering guide for battery operated wattage. Damp location rated. candles es iveslu building codes but not overpower the environment 120V/277V AC operation. with excessive lumen output. SHIELDED:The trim is deeply recessed and provides a minimum iv Box:16 gauge pre-wired galvanized steel Junction Box, 32 cubic-inch for of 50'of glare cutoff.The trim reflector color is black to limit re- o maximum of(8) #12 AWG wires. Furnished with(7)3/4"and (4) Romex knock-outs.Strain flections.The beam spread is tightly controlled. !o clamps to install or remove covers for easy access and ground wire. Equipped with safety not standard fitting for flex-conduit. LONG: LED color is verified as 585nm minimum and 595nm N U Insulation Contact: Energy Efficient LED housing comes standard with IC rating for direct maximum. contact with loosefill blown and rolled insulation. FEATURE(S): 1� `: �t�). 6'IC LED HOUSING 6"TURTLE SAFE AMBER LED RECESSED DOWNLIGHT LHLD6 LRLD621 Orderingerample:LHLD615C70-DIN/LRLD621BB-TAM DRIVER TYPE OPTIONS FINISH ACCESSORY LHLD615C70 :120V Blank:None LRLD621BB-TAM :All Black Blank:None IHLD615C70-DIN :Incandescent Dimming -EM :Emergency Rock-Up(6W) LRLD621W-TAM :All White -LYR :Louver LHLD615C70-UE :120V/277V -EM2 :Emergency Back-Up(10W) MBTel:323.904.0200 Product specifications subject to change without notice. www.liton.com kin-- r �, . L . _ ® LRLD621 - PHOTOMETRY L IGH TING 6" AMBER LED REFLECTOR LRLD621-TAM-B25 -10W/450LM - NARROW ROOD CANDELA TABULATION FOOTCANDLE DISTRIBUTION System Power :9.2W 90' Test Date :9/2016 IrA:��.. 90° Height Beam Diameter FC Beam Angle 50% :14.5- Field Angle 10% :26.5'' 376 al)1,,.:.. 80° Color Temperature :1,442K '.,.'♦♦... 70° 3.3' 0"s 363.5 Peak Wavelenght 595 60° 6.6' 90.9 Lumens Delivered :379Lm ; ♦♦...�°illi 9.8' 40.4 CBCP :3,913cd '�...40° 13.1' 22.7 Power Factor :0.83 3912 F 20° 30° 16.4' I 2 14.5 0° 10° Li.On "THE COMPLETE LIGHTING SOLUTION" VISIT US AT:WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. 'ITRTHEST PROJECTION *** MAP O i SURVEY •. y . •,..•:A.>. w•• • • t .a•w.w ••.•.•.t • .... • ••• . •• t• 1 •••w• , ia•... a.w•. ..-1."•••• +••rV. ..... .rya,.•a I.sai-.. fry..e a ...•..�.. v %,o�}...1 "• . rv••.A.'OW 74 waert M aM•IY i a.:M. 4..0.* W=4 iC:T1� .i.T '•. ) 1 I.w 1. t • • i r, AA a-•.. iyA Y Proposed Roof Existing Roof Structure \ ® to ;d Line Shows �� __________ t_ Property Line L - Proposed Roof Structure To Meet Existing Roof Line r •••••••••V 0• F� - • ••••••••Y•• •.ar ••- •••.•.••.•• ..•w 1,6 • •.r.•1a..•.•a.••••"NMI,. a. 1 •• • .�.•4•••Anne..Mat•• • r•••.•,w•t.•dn.,. .• ..•..▪ :f M.w I/Min 1111N•••.y w r •. v •••••••t•w • • 311Q1...OP . •�••1wti �.= ••V Illi•4111%y V1'�1 4:: w •••rw•►w•war. •gift.•v•. r Y •••••••A+..•M•• • •'1: .n',..V - MA1 •• t • ?r! .�1•r••••••In •••••••.w•waw 1•s1.Y 014‘.11)1rM/a •i•MM•..� �••••••� ,•• •vim• ••)••••• ,.• I If ,♦ • • *mole*. N•M � Jr•.•. •••••••• *** SETBACKS ARE MEASURED T1 ,• i ,..** . J,. It • S. •.:g Inr i; ----s. 1— , 9' .. AL,ig-••••••••- • I _ •)VW ••OW li 1 I II Dotted Line Shows I ........ sa .11. Proposed Cabana g I el _. i .•UP.•••••••• ! ..- , I r.......,--T..-- ,,,,. ... ...,_ _ • , ..,... * - ...,-.. • • 1 - 811111".•1•••IN,****, •id mietti**.* Ilp ..... Fil 75t• ••••MI,, 4A . 14 :.1%.• • K....;3 ..„,„ ....m.--............-.......,......4111111 • -... R , . J pi ,5 ..... . -. , ..... P ., .1 , .0 ,;.' IIIM.. IC a2 1 111 t 'so-r f '' t-- " - it.. r ?r,..,,apirrywor .. , ..,, . . . 1 . 4 4 •.....•• • - 11 3101 ... t al.. ' -t. ' 1.111:1 . • ---Zer- 4 • --— • ' ' .... ancarry J1111141,----11111.111111M r- , ...,IV, .141.•„.•.4,. 20' -55"05.21.1. — — 1 1' ..-- — ‘ 1 ii a 1 1 _ p••••••••• 1. It ...,•....01.7. See Detail For Roof_....L. ....... ti — 7 Overhang Setback Info I r . I I: 1 I.il 1«, li, 4 li 1 II DC i • ,t T- 1- - -. 1 , •-..fie dma 4.1 i i •--""" I -1441141=4•11.••••••.... T 4, 1,`ft••••• ?,...Z1 IliPir-;;•wer i i ' - ea 11110.••••••, - ••64•11.. NI, two I ' r . . •,,..v, •• . 0 ' 1 iei -, .4 1 ! - i 1.. i.....sitl 0111•1._ 1 I . 2„,... i __ _L. , ....... .k.1 _.... _. _4 I - I ToIN• 1! • !:11 ' 114- i A. I_ • AN% 1 .. I a..•1•1 1 - ' I. •t 4 1 ti ...... Lt ,tel I .,.. .. , v, .,. I ........MO' if•1.1 T••0 •1.1 4 41 . 1 a 1 • ,MC:011 i .r..4,1•tit'1.• 1. • •4•1041.• .---,...: ,...-'411.-. •aa a' ../.•.• ...fa * * * SETBACKS ARE MEASURED TO FURTHEST PROTECTION MAP Or SURVEY Vit+ r '� �54' f f A W14 W101710 -55, _ 20'� w � u 115' To�CCCL to w See Detail For Roof _ Existing Roof — ` Overhang Setba�,k Info l- ' >u Dotted Line Shows Property Line 3 a # . f f r � � � ��•_.,,�� .x ,. � to � ; F Proposed Roof .% Structure ` Proposed Roof Structure To Meet Existing Roof Line �°V I 44, o rn N. D.E.P. MONUMENT v 72-81-A17 (vl OPPOSITE MONUMENT R-44 woo, BEN POW TELEPHONE CABLE RISI I / d D.E.P. MONUMENT 72-81-A 18 OPPOS17F "NOT VALID WITHOUT THE SIGNATURE AND THE MONUMENT R-47 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2016-705 REF: 2011-0183; 2016-494 WN BY: 38.7' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE THE 0.29' ANNUAL CHANCE FLOODPLAIN) AND "AO" (DEPTH 2) AS WELL AS CAN BE DETERMINED FROM THE fLOOD INSURANCE RATE MAP No. 12031 C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. BOATWRIGHT LAND SURVEYORS__ inc. - I M A P 0 F SURVEY LOt 32, NORTH ATLANTIC BEACH - UNIT No. 1 R C` -B- CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RI=COR S OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM ANY LANDS LYING EASTERLY OF THE ROSION CONTROL LINE FOR DUVAL COUNTY AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A 59B OF SAID PUBLIC RECORDS. i II 1 4 EDGE OF VEGETA77ON SEASONAL HIGH WA7ER UNE �ELEVA770N=9.54(N.A.VD.) I I I I I I j I I j I x1154 I I 113.01 1 10.41 1 1 1 I I I I DUNE11 GRAJSES j j I x 8.5 1 I I I I I I I I I I I I I I I I I I x1.5 I Kt311 I 110.2 I x86 j I I I I I I I I I t I 1 1 j I I II II II II II � II I II III i i! I I X151 1 xW1 i 1014 I I xA3 i xEv-1 j WE x 3.8 I I I I I I I I I I I -p I I I x3-8 I I x 4.4 �MEAN HIGH WA7ER UNE ELEVA770N=2.04 (N.A.VD.) x 2.5 x 2.0 1 i I I x1 x1 p x �.0 I � I Iv i C,r x 2' 4 I II I I 1 III 1 �I I t I I 'I I 1 I .1 I '1 1 I 1 1 A 3.0 x 2.3 NO TES.• 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BE DEPARTMENT OF NATURAL RESOURCES MONUMENTS 72-81-A17 AND 72-81-A18 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JUL Y 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR 77DE INTERPOLATION POINT 100978 (ATLANTIC BEACH, MHW = 2.04 (NAVD 1988), TIDE RANGE _ 5.0). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(0)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 meon tidal range above local mean high water. 2.04 t (1.5 X 5.0) = 9.54 (NAVD 1988) 6. COORDINATES AT PROPERTY CORNERS ARE BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, OBTAINBD USING GPS RUN USING SPECRA PRESCISION EPOCH 25 JIL2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 7. REFERENCE BENCHMARK IS DEPARTMENT OF NATURAL RESOURCES MONUMENT 72-81-A17, OBTAINED BY GPS USING SPECTRA PRECISION EPOCH 50 EQUIPMENT AND TRIMBLE VRS SOFTWARE. ELEVATION = 12.07 (NAVD 1988). 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 9. GPS RUN USING SPECTRA PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 10. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 11. CONTOURS ARE COMPUTER GENERATED. 12. SITE BENCHMARK IS A NAIL IN A WOOD POWER POL NEAR THE NORTHWEST CORNER OF RESIDENCE No. 1755. ELEVATION=13.43 (N.A. VD.) ADDED BUILDING TIES- FEBRUARY 28, 2019 ADDED SETBACK LINES- FEBRUARY 12, 2019 D.E.P. TOPOGRAPHIC SURVEY WITH TREE L OCA TION- JUNE 27, 2016 UPDA TE, ADDED EASEMENT- MA Y 9, 2016 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA ---- -\\ x 0.9 I I I I I I I I I I I X1.2 20 40 SCALE: 1" = 20' THIS SURV EY WA MADE FOR THE BENEFIT OF JEFFER Y D SW N ON. HT DOW OATWRIG, P.S.M. FLORIDA LIG. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: MARCH 21 2011 SHEET 1 OF 1 (904)241-8550 W Tei Co ("(4 W. O Q 1 Thi 1'1 1 ov > --1 C) o M rc-) (r DOD c0 �> G 1 O D DI', T ;0 D o0Z * C D 1'1 WOOD � I / d D.E.P. MONUMENT 72-81-A 18 OPPOS17F "NOT VALID WITHOUT THE SIGNATURE AND THE MONUMENT R-47 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2016-705 REF: 2011-0183; 2016-494 WN BY: 38.7' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE THE 0.29' ANNUAL CHANCE FLOODPLAIN) AND "AO" (DEPTH 2) AS WELL AS CAN BE DETERMINED FROM THE fLOOD INSURANCE RATE MAP No. 12031 C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. BOATWRIGHT LAND SURVEYORS__ inc. - I M A P 0 F SURVEY LOt 32, NORTH ATLANTIC BEACH - UNIT No. 1 R C` -B- CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RI=COR S OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM ANY LANDS LYING EASTERLY OF THE ROSION CONTROL LINE FOR DUVAL COUNTY AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A 59B OF SAID PUBLIC RECORDS. i II 1 4 EDGE OF VEGETA77ON SEASONAL HIGH WA7ER UNE �ELEVA770N=9.54(N.A.VD.) I I I I I I j I I j I x1154 I I 113.01 1 10.41 1 1 1 I I I I DUNE11 GRAJSES j j I x 8.5 1 I I I I I I I I I I I I I I I I I I x1.5 I Kt311 I 110.2 I x86 j I I I I I I I I I t I 1 1 j I I II II II II II � II I II III i i! I I X151 1 xW1 i 1014 I I xA3 i xEv-1 j WE x 3.8 I I I I I I I I I I I -p I I I x3-8 I I x 4.4 �MEAN HIGH WA7ER UNE ELEVA770N=2.04 (N.A.VD.) x 2.5 x 2.0 1 i I I x1 x1 p x �.0 I � I Iv i C,r x 2' 4 I II I I 1 III 1 �I I t I I 'I I 1 I .1 I '1 1 I 1 1 A 3.0 x 2.3 NO TES.• 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BE DEPARTMENT OF NATURAL RESOURCES MONUMENTS 72-81-A17 AND 72-81-A18 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JUL Y 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR 77DE INTERPOLATION POINT 100978 (ATLANTIC BEACH, MHW = 2.04 (NAVD 1988), TIDE RANGE _ 5.0). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(0)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 meon tidal range above local mean high water. 2.04 t (1.5 X 5.0) = 9.54 (NAVD 1988) 6. COORDINATES AT PROPERTY CORNERS ARE BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, OBTAINBD USING GPS RUN USING SPECRA PRESCISION EPOCH 25 JIL2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 7. REFERENCE BENCHMARK IS DEPARTMENT OF NATURAL RESOURCES MONUMENT 72-81-A17, OBTAINED BY GPS USING SPECTRA PRECISION EPOCH 50 EQUIPMENT AND TRIMBLE VRS SOFTWARE. ELEVATION = 12.07 (NAVD 1988). 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 9. GPS RUN USING SPECTRA PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 10. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 11. CONTOURS ARE COMPUTER GENERATED. 12. SITE BENCHMARK IS A NAIL IN A WOOD POWER POL NEAR THE NORTHWEST CORNER OF RESIDENCE No. 1755. ELEVATION=13.43 (N.A. VD.) ADDED BUILDING TIES- FEBRUARY 28, 2019 ADDED SETBACK LINES- FEBRUARY 12, 2019 D.E.P. TOPOGRAPHIC SURVEY WITH TREE L OCA TION- JUNE 27, 2016 UPDA TE, ADDED EASEMENT- MA Y 9, 2016 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA ---- -\\ x 0.9 I I I I I I I I I I I X1.2 20 40 SCALE: 1" = 20' THIS SURV EY WA MADE FOR THE BENEFIT OF JEFFER Y D SW N ON. HT DOW OATWRIG, P.S.M. FLORIDA LIG. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: MARCH 21 2011 SHEET 1 OF 1 (904)241-8550 DESIGN CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017) - ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES" WIND (Cd = 1.60) WIND SPEED 120 MPH EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED (GCP, _ ± 0.55) OCCUPANCY UTLITY & MISCELLANEOUS RISK CATEGORY I WIND BOURNE DEBRIS YES LOADING PATIO COVER: 10 psf LIVE LOAD/10 psf DEAD LOAD DEFLECTION CRITERIA ROOF/BEAMS: LL L/240 TL L/180 ROOF C&C PRESSURES LOCATION AREA SF PRESSURES (psf) ROOF <50 +9.82/-18.15 >50 +8.23/-14.95 OVERHANGS ALL -43.62 GENERAL NOTES SOILS 1. ALL FOOTINGS HAVE BEEN DESIGNED ASSUMING NON -EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf 2. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. CONCRETE 1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2014) 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTM C94. CONCRETE SLUMP NOT TO EXCEED 6" IN ACCORDANCE WITH ASTM C143 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH (fc) AT 28 DAYS OF f = 2,500 psi WATERPROOFING DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALL COVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. (D_mqNP9T" HELICAL PILE NOTES 1. A HELICAL PILE SYSTEM SHALL BE USED FOR THE FOUNDATION. THE MANUFACTURER SHALL SUBMIT THE FOUNDATION SYSTEM DESIGN SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 2. IT IS RECOMMENDED THAT AN INDEPENDENT TESTING LABORATORY MONITOR THE: HELICAL ANCHOR INSTALLATION AND SUBMIT A REPORT 3. THE HELICAL PIER FOUNDATION SYSTEM SHALL CONSIST OF A LEAD SECTION WITH HELICAL PLATES, SHAFT EXTENSIONS, AND A FOUNDATION SUPPORT BRACKET. THE LEAD SECTION, SHAFT, AND BRACKET SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 123. THE FOUNDATION SUPPORT BRACKET IS USED TO SUPPORT TH' BUILDING'S FOUNDATION AND IS ATTACHED TO A HELICAL PILE. PILE SHAFT SHALL BE FULLY GROUTED TO PROVIDE ADDITIONAL STRENGTH AGAINST BUCKLING. INSTALLATION OF THE HELICAL PIER FOUNDATION SYSTEM SHALL COMPLY WITH THE PUBLISHED K1ANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. HELICAL PILES SHALL HAVE A MINIMUM WORKING CAPACITY OF 5 KIPS (2 TOTAL PILES) AND A PILE TIP BEARING ELEV. OF-5.00FT (NGVD) 5. STRUCTURE IS LOCATED SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE (CCCL), THE DEP MINIMUM ELEVATION FOR THE LOWEST HORIZONTAL STRUCTURAL MEMBER IS 17.4 FT (NGVD) FASTEN EACH BEAM TO POST W/ - (1) SIMPSON CJT4Z W1(8) X"O X 3" LONG SDS SCREWS TO POST AND (4) Y2"O x 4 Ya' PINS TO BEAM, (4) LOCATIONS TOTAL bo ;n W. coI I I I I I I I I I I I I I I EXISTING STRUCTURE' • FASTEN BEAM TO EXISTING BUILDING W/ FULLY WELDED Y4" THICK (A36) STEEL BEAM HANGER - PROVIDE MIN. 3" BEARING LENGTH FOR BEAM • MIN. (2) 2x No.2 SYP VERTICAL STUDS REQUIREOW EXISTING WALL FOR HANGER ATTACHMENT • ATTACH HANGER TO TO (2) 2x IN EXISTING WAI L W/ (6) Y4"O X 3" LONG LAG SCREWS AND TO BEAM W/ (4) Y4'H X 3" LONG LAG SCREWS OR (2) Y2'0 THRU BOLTS - INSTALL W/ MIN. 2" EDGE DISTANCE FROM END OF BEAM i NON-STRUCTURAL 8x8 POST MA) SIT ON EXISTING SLAB i 8x8 POST ROOF OUTLINE --/ WOOD FRAMING 1. ALL WOOD AND WOOD -BASED PRODUCTS HAVE BEEN DESIGNED IN ACCORDANCE WITH NDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015) 2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY 3. ALL WOOD FRAMING SHOWN IS TO BE MIN No. 2 WESTERN RED CEDAR, UNO ON PLAN, W/ THE FOLLOWING MATERIAL PROPERTIES: Fb= 700psi Fv= 155psi E=1.Ox106 G= 0.36 4. FASTENERS FOR EXTERIOR USE SHALL BE STAINLESS STEEL 5. FASTEN PLIES OF RIDGE BEAM TOGETHER W/ (2) ROWS 10d @ 12" OC, STAGGERED OVERFRAMING NOTES 1. RAFTERS TO BE 2x6 No.2 SYP @ MAX 24" OC 2. VALLEY NAILER TO BE 2x8 No.2 SYP, ATTACH TO EACH EXISTING ROOF RAFTERITRUSS W/ (4) 0.131" x 3" NAILS 3. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY NAILER W/ (4) 0.131" x 3" TOE -NAILS ROOF SHEATHING 1. SHEATH ROOF FRAMING W/ �Y6" 24/16 SPAN RATED OSB OR PLYWOOD, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS WITH 2x4 No. 2 SYP BLOCKING AT ALL PANEL EDGES 2. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD I I I I I I 6x8 iST AYR RFAM FRAMING PLAN Scale: eo • REMOVE PORTION OF BRICK VENEER TO FORM BEAM POCKET AND EXTEND BEAM TO EXISTING WOOD FRAMED WALL • FASTEN BEAM TO EXISTING BUILDING W/ FULLY WELDED Y4" THICK (A36) STEEL BEAM HANGER - PROVIDE MIN. 3" BEARING LENGTH FOR BEAM • MIN. (2) 2x No.2 SYP VERTICAL STUDS REQUIRED IN EXISTING WALL FOR HANGER ATTACHMENT • ATTACH HANGER TO TO (2) 2x IN EXISTING WALL W/ (6) X"O X 3" LONG LAG SCREWS AND TO BEAM W/ (4) X"O X 3" LONG LAG SCREWS OR (2) Y" O THRU BOLTS - INSTALL W/ MIN. 2" EDGE DISTANCE FROM END OF BEAM SHEET INDEX S1.0 STRUCTURAL PLAN SD.1 DETAILS @ 1; OC, TYP 3 ROOF FRAMING PLAN Scala. 1/2"=V-0" k ER CTOR 3i1m OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL }� REQUIREMENTS AND CONDITIONS REVIEWED BY: Yr 1 DATE sLW- 2011 to V_ �- N = LL CL J _ > 0- z O � U M Q (N z � Q jJ>m LL Q < _z v 00o Z WWU O o0 co Q U) U > L Z � � Q Q z 3: J (J PROJECT NUMBER 18-0246 SHEET NUMBER S1.0 SHEET NAME STRUCTURAL PLAN REVISIONS DATE DESCRIPTION 02-25-19 ADDED OUTLINE OF EXISTING PAVERS DESIGNED AKR REVIEWED JER ' co 0 o C 00 U � N A& AOL Y J w � V- I1_ Q W :DM 00 J O � ch Z ZCo c000. ~ o CY) U Qrn `lo U L? m 4 O N dL M Qv r ISI u l 11 11 No. 93 TE OF s P: IIINIIN ADAM K. RUSSELL,-PE- USSELL; PE -FL FLLICENSE NO. 77693 11-01-2018 8x8 POST PER PLAN 8x8 POST PER PLAN B1 RAFTER SECTION, TYP. FOUNDATION PER DETAIL Al/SD.1 AZ SECTION AT HIP RIDGE #3 STIRRUPS @ Bi (2) 2x10 No. 2 SYP RIDGE SD.1 6x6 SQUASH BLOCK FROM 8x8 POST PER PLAN T&G CEILING TO UNDERSIDE OF (2) #5 CONT. TOP & END OF RIDGE TO BEAM RAFTERS BY BUILDER, NOT SEE "ROOF SHEATHING" BELOW TO PROVIDE FULL SHOWN FOR CLARITY NOTES, SHEET S1.0 BEARING BEAM, (4) TOTAL 6x6 BEAM BELOW SQUASH BLOCK • NOMINAL 2 Y"x8" RAFTERS 12" @ 17" OC, TYP - #3 STIRRUPS @ A • RAFTERS TO RIDGE/HIP W/ #5x16" LONG DOWEL W/ 12" OC, TYP (4) 16d COMMON TOE -NAILS I %" HOLE THRU POST EW ° ° EACH RAFTER TO BEAM ------ W/ (2) SDWC15600 (2) #5 CONT. TOP & f 8x8 BEAM FOR FASTEN EACH BEAM TO POST W/ 1 I RAFTER BEARING, (1) SIMPSON CJT4Z W/ (8) Y4"O X 3" m 1-9 TYP BOTTOM OF GRADE SEE PLAN LONG SDS SCREWS TO POST AND (4) Yz" O x 4 Y4' PINS TO BEAM 8x8 POST PER PLAN 8x8 POST PER PLAN B1 RAFTER SECTION, TYP. FOUNDATION PER DETAIL Al/SD.1 AZ SECTION AT HIP RIDGE Al GRADE BEAM & POST EMBED FOUNDATION DETAILS (2) 2x10 No. 2 SYP RIDGE - 6x6 SQUASH BLOCK FROM END OF RIDGE TO BEAM BELOW TO PROVIDE FULL BEARING 8x8 BEAM FOR — RAFTER BEARING 6x6 BEAM BELOW SQUASH BLOCK 1 I I I I I I I f I I I FASTEN EACH BEAM TO POST W/ (1) SIMPSON CJT4Z W/ (8)Y4"o X 3" LONG SDS SCREWS TO POST AND (4)XV x 4 Y4' PINS TO BEAM /— NOMINAL 2 Yz"x8" HIP / BEAM, TYP /—SEE "ROOF SHEATHING" NOTES, SHEET S1.0 • NOMINAL 2 Y"x8" RAFTERS @ 17" OC, TYP • RAFTERS TO RIDGE/HIP W/ (4) 16d COMMON TOE -NAILS I i 0 1'-9" TYP -.OFFICE COPY Cfl r N � M J _ LL a. W J —1 J 1 Z 0') 0 V, O M Q N Z Q M W J <C < LL ., Z U-UUO Z wwU O o0 00 Q C) � U > Z Q azo ,Z>, < Q PROJECT NUMBER 18-0246 SHEET NUMBER SD.1 SHEET NAME DETAILS REVISIONS DATE I DESCRIPTION DESIGNED AKR REVIEWED JER M 0cdO CO U > N S' ca Oa J M -, x O j ch Z Z 00 OMQ <C=) Ln m � � 6 N m M a y, RUSS r `\ \ ice V ]..•\1 EAI • • /. V\+r •� • Z No. 3 • • • • OF . 0 10 00 •••so \ ADAM K. RUSSELL, PE_ FL LICENSE NO. 77693 11-01-2018 #3 STIRRUPS @ 12" OC, TYP 8x8 POST PER PLAN (2) #5 CONT. TOP & BOTTOM OF GRADE BEAM, (4) TOTAL I 12" #3 STIRRUPS @ A #5x16" LONG DOWEL W/ 12" OC, TYP I %" HOLE THRU POST EW (2) #5 CONT. TOP & f 1 I Im m BOTTOM OF GRADE 1 I BEAM, (4) TOTAL i 1Ii I 20"x20x36"DEEP FTG SECTION A -A 1I1 i 127x12" GRADE BEAM I I M III ' I Z 1 1 I I 2 Ii I I a a HELICAL PILE W/ MIN 5k CAPACITY i III SII I I 111 I I 1 1 ' 354 Qpw\ i MIN 4" COMPACTED PEA i MAX 24" GRAVEL BELOW POST i 4- I 4 Al GRADE BEAM & POST EMBED FOUNDATION DETAILS (2) 2x10 No. 2 SYP RIDGE - 6x6 SQUASH BLOCK FROM END OF RIDGE TO BEAM BELOW TO PROVIDE FULL BEARING 8x8 BEAM FOR — RAFTER BEARING 6x6 BEAM BELOW SQUASH BLOCK 1 I I I I I I I f I I I FASTEN EACH BEAM TO POST W/ (1) SIMPSON CJT4Z W/ (8)Y4"o X 3" LONG SDS SCREWS TO POST AND (4)XV x 4 Y4' PINS TO BEAM /— NOMINAL 2 Yz"x8" HIP / BEAM, TYP /—SEE "ROOF SHEATHING" NOTES, SHEET S1.0 • NOMINAL 2 Y"x8" RAFTERS @ 17" OC, TYP • RAFTERS TO RIDGE/HIP W/ (4) 16d COMMON TOE -NAILS I i 0 1'-9" TYP -.OFFICE COPY Cfl r N � M J _ LL a. W J —1 J 1 Z 0') 0 V, O M Q N Z Q M W J <C < LL ., Z U-UUO Z wwU O o0 00 Q C) � U > Z Q azo ,Z>, < Q PROJECT NUMBER 18-0246 SHEET NUMBER SD.1 SHEET NAME DETAILS REVISIONS DATE I DESCRIPTION DESIGNED AKR REVIEWED JER M 0cdO CO U > N S' ca Oa J M -, x O j ch Z Z 00 OMQ <C=) Ln m � � 6 N m M a y, RUSS r `\ \ ice V ]..•\1 EAI • • /. V\+r •� • Z No. 3 • • • • OF . 0 10 00 •••so \ ADAM K. RUSSELL, PE_ FL LICENSE NO. 77693 11-01-2018